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HomeMy WebLinkAboutTRUSSaa ez FLO� QUALITYTRTJSS 5625 PARK cENTRA(- Os� POMPAh1O• 13EACR FL - PROJECT NAME&ADDRESS c1TYICOUNTY CONrRACMpj,,IiLDER v,RnnFUEL-EVATION ST'Ai-EMEMP t cerfify and checked for coml to wind and forces ai; CONDITION TRUSS L That fhe engfi fiance with (l , KO RI DA QUALITY TRUSS, 3625 PARK GENT'RALBOA) NORTH PpMpANO BEAM., 954 978� � $99p PH, ONE: (9541975�338j�uthmet E-MAIL: flq# Co S 7- leeringo r The Trusses e plorlda Building Coe the fal/ov(ng prvva R60F TRUSSES . TOP CHORD LIVE LOAD TOP CHORD DEAD LOAD BOTTOM.CHORD LIVE LOAD v BOTTOM CHORD DEAD LOAD TOTAL LOAD DURATION FACTOR . � I �� WIND ANALYSES ASCE 7--'i0 470 O —41 ExPOSURE CATAGORY .---- ' MEAN ROOF HE(GHT COMPUTER•PROGRAM USED FOR DESIGN: ALPINE Attached Is a index sheet submitted in accordanceovad I are photocopies of the original design and app information Is true and correct to the Pest. of my knc HIICMET TUMER TUMAY, P.E. -FL- REG. #50109 3500 N.W. 2nd AVE. .. SUITE 708 - PoDARATO,N. FL 8.9431 r•/ _.__---- I-OTI13LOCK JOB# L� on the attached seatedindex sheet have been deslgCed the trusses have been de. tgned to proviideresistan -00011 TRUSSES ;h Florida Statude 64G'(5-31.003• the pages numberedl thru, me• As witness by my seal .1 hereby certify that to alb ove rledgej and belief. �- 4 • I I fit No 50109 ' TAT AVR 0 2 203 '�i FS •' • C� �. 00 161 ill • 51 ,, 91 Z 131 � s 171 12 1 7_ 52, A 1 •921 (G7-� 1 132 ]-Jr Z- 1 -1721 f 5 I, 131 531 S 1 93 CT' 1331 '4,- 173 i F 6 � 141 54 lq5.4 9't 134 i 174 15 55� 95 135 _c ��R - T75! U 4f! 16 561 gal 136 176. l 17 S7 �j' 97 137 . ,6 177 i V ; is., 58 IS 12, 98 138! ! •i78• v% A' { T 9 59 99 139 . l 179 •' I 20 • t`� { 60j 100 140 180 21 2 t . 61 101 141 �� • 181 ' 'nq 221 621 C7I 1 1021 142 j 182! d 23 A 2,3 631. C Z_ 103, 143 i C �S ! 183 I 24 , 641 ; 104, / _ 1.441 aas„® 1 164': 25. 65! ! TOS! 145i �' i 185 t ` 26; ! 66• 106 1461 C 186' 27 14 67 C,6 107 . (s i 1471 It 1 B7 ` 1 / 28 ! l 68 i i 108 % 148 ! t-3 188 29 • 89 t i 109 149 189 t 30 70, I 11t]. { 1SO: ! 190; 31 1�3® 71• p! 111 1511 191{ 1 32- ! 72! 1.' 112 152: C 192! ' 33' 3 73 z , 113 153: C-� 34 `• ` j 74 114 �� • 154 1 j j ! 194" 35 �. 75 115 155! C. 36 !�l�j .,. 761 116 156 ' tom_ i 196 ' 37, 7T { 1i7 ..1571 197 c 38' 78 1.1 B� - 158 ' 198' 39; ! 79: 1191 _ _ 159= E' ! 199; i ! 40 ! 0 80-.' ? I 1201 l 160: ! 200?•_ q%01%Ildl11ll//// its 1 T, �9®0� \-I HIKMETTUMER TUMAY, P.E. = No 50105 : = FL. REG. #50109 ' 3500 Pl:W.'-:2nd AVE. T :.. S.UITr 7Q8 "[ �RI ��A b7lP, OCA' RATON`TF 33431 APR 0 2 2019 Florida Quality Truss Engineering -List Main Office:772-545-3950 Job #: 19HSO44 AIt.Ph: - Fax:772-545-3690 Date: 3/27/2019 Customer Information: Project Information: Name: Contact: Nam I : I VILLADELTA CONSTRUC Fill in later MAYRIDES RES. Address: Address: Reglon: 96,32 ENCLAVE CIR. I City, State, Zip: City,IState, Z/p: PORT ST. LUCIE, FL I Salesman: Notes: Load/ng: TC BC Fill in later LL 20 0 Designer. CRAIG MARTIN DL 15 10 Engineering List Seq. Qty Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TC/BC OH - R CANT-R STUB-R 1 1 57-01-08 Al 5.00 0.00 00-00-00 02-06-00 00-00-00 09-06-13 2-Ply 1901lbs.each 2X6 / 216 00-00-00 00-00-00 00-00-00 2 1 57-01-08 A2 5.00 0.00 00-00-00 02-06-00 00-00-00 10-07-13 487.2 lbs. each 2X6 / 2X6 00-00-00 00-00-00 00-00-00 3 1 54-05-08 A3 I 0.00 0.00 00-00-00 00-00-00 00-00-00 11-02-03 479.5lbs. each 2X6 / 2x5 00-00-00 00-00-00 00-00-00 4 1 54-05-08 A4 0.00 0.00 00-00-00 00-00-00 00-00-00 11-02-03 483.7lbs. each 2x6 / 2X5 00-00-00 00-00-00 00-00-00 5 1 54-05-08 A5 0.00 0.00 00-00-00 00-00-00 00-00-00 11-02-03 486.5 lbs. each 2X6 / 2x5 00-00-00 00-00-00 00-00-00 6 1 54-05-08 A6 0.00 0.00 00-00-00 00-00-00 00-00-00 11-02-03 483.0 lbs. each 2X6 / 2x6 00-00-00 00-00-00 00-00-00 7 1 54-05-08 A7 0.00 0.00 00-00-00 00-00-00 00-00-00 11-02-03 489.3 lbs. each 2x6 / 2x6 00-00-00 00-00-00 00-00-00 8 1 54-05-08 A8 0.00 0.00 00-00-00 00-00-00 00-00-00 11-02-03 511.01bs. each 2X6 / 2X5 00-00-00 00-00-00 00-00-00 9 1 54-05-08 A9 0.00 0.00 00-00-00 00-00-00 00-00-00 11-02-03 541.1 lbs. each 2x8 / 2X5 00-00-00 00-00-00 00-00-00 10 1 54-05-08 All0 0.00 0.00 00-00-00 00-00-00 00-00-00 11-02-03 531.3 tbs. each 2x8 / 2x5 00-00-00 00-00700 00-00-00 11 1 54-05-08 All 0.00 0.00 00-00-00 00-00-00 00-00-00 11-02-03 486.5 tbs. each 2x6 / 2x5 00-00-00 00-00-00 00-00-00 12 1 54-05-08 Al2 0.00 0.00 00-00-00 00-00-00 00-00-00 11-02-03 480.9 lbs. each 2X6 / 2X6 00-00-00 00-00-00 00-00-00 13 1 54-05-08. Al 0.00 0.00 00-00-00 00-00-00 00-00-00 13-06-03 502.6 lbs. each 2x6 / 2X6 00-00-00 00-00-00 00-00-00 14 1 54-05-OS A14 0.00 0.00 00-00-00 00-00-00 00-00-00 13-06-03 491.4 lbs. each 2x6 / '2X5 00-00-00 00-00-00 00-00-00 Page 1 of 9 4 1 m Tt.nvin PPYlnO Uct Seq. Num. Qty Span Description Truss Slope OH - L I CANT-L STUB-L o Height TC/BC OH - R CANT-R STUB-R 15 1 54-05-08 Al 0.00 0.00 00-00-00 00-00-00 00-00-00 13-06-03 499.1 lbs. each 2x6 / 2x5 00-00-00 00-00-00 00-00-00 16 1 54-05-08 Al 0.00 0.00 00-00-00 00-00-00 00-00-00 13-06-03 2-Ply 1876lbs. each 2x6 / 2x5 00-00-00 00-00-00 00-00-00 17 1 57-01-08 A17 I 5.00 0.00 00-00-00 02-06-00 00-00-00 06-10-06 2-Ply 2058lbs. each 2X6 / 2X6 00-00-00 00-00-00 00-00-00 18 1 59-09-08 A18 I 5.00 0.00 00-00-00 02-06-00 00-00-00 06-10-06 2-Ply 2022lbs. each 2x6 / 2x6 00-00-00 02-06-00 00-00-00 19 1 48-01-08 A19 I 0.00 0.00 00-00-00 00-00-00 00-00-00 09-09-15 382.91bs. each 2X6 / 2x6 00-00-00 00-00-00 00-00-00 20 1 52-07-08 A20 0.00 0.00 00-00-00 00-00-00 00-00-00 11-09-04 2-Ply 1753Ibs.each 2X5 / 2X6 00-00-00 00-00-00 00-00-00 21 1 55-01-08 A21 I 6.50 0.00 00-00-00 02-06-00 00-00-00 11-02-06 450.8lbs. each 2X6 / 2X6 00-00-00 00-00. 00 00-00-00 22 1 52-07-08 A22 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06 437.51bs. each 2X6 / 2x6 00-00-00 00-00-00 00-00-00 23 1 52-07-08 A23 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06 425.6 lbs. each 2X6 / 2x6 00-00-00 00-00-00 00-00-00 24 1 50-01-08 A24 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06 393.4 lbs.. each 2x6 / 2X6 00-00-00 00-00-00 00-00-00 25 1 50-01-08 A25 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06 470.4 lbs. each 2x6 / 2x6 00-00-00 00-00-00 00-00-00 26 1 50-01-08 A26 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06 467.6 lbs. each 2X6 / 2X6 00-00-00 00-00-00 00-00-00 27 1 1 50-01-08 A27 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06 459.2 lbs. each 2x6 / 2x6 00-00-00 00-00-00 00-00-00 28 1 50-01-08 A28 6.50 0.00 00-00-06 00-00-00 00-00-00 11-02-06 471.1 lbs. each 2X6 / 2x6 00-00-00 00-00-00 00-00-00 29 1 48-03-08 A29 0.00 0.00 00-00-00 00-00-00 00-00-00 06-10-06 408.8 lbs. each 2x6 / 2x6 00-00-00 02-06-00 00-00-00 30 1 52-09-08 A30 0.00 0.00 00-00-00 00-00-00 00-00-00 11-09-04 z-Ply 1954Ibs.each 2x5 / 2x6 00-00-00 02-06-00 00-00-00 31 1 55-03-08 A31 6.50 0.00 00-00-00 02-06-00 00-00-00 11-02-06 471.1 lbs. each 2x6 / 2X6 00-00-00 02-06-00 00-00-00 32 1 52-09-08 A32 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06 471.8 lbs. each 2X6 / 2X6 00-00-00 02-06-00 00-00-00 33 1 52-09-08 A33 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06 461.3 lbs. each i 2x6 / 2x6 00-00-00 1 02-06-00 00-00-00 34 1 52-09-08 A34 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06 458.5 lbs. each 2X6 / 2x6 00-00-00 02-06-00 00-00-00 35 1 52-09-08 A35 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06 477.4 lbs. each 2x6 / 2x6 00-00-00 02-06-00 00-00-00 36 1 1 50-03-08 A36 6.50 0.00 00-00-00 00-00-00 00-00-00 11-01-04 451.5 lbs. each i 2x6 / 2x6 00-00-00 00-00-00 00-00-00 I Page 2 of 9 aA Engineering List Seq. Qty Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TCIBC OH - R CANT-R STUB-R 37 1 50-03-08 A37 6.50 0.00 00-00-00 00-00-00 00-00-00 10-00-04 431.s tbs. each 2,6 / 2x6 00-00-00 00-00-00 00-00-00 38 1 50-03-08 A38 I 6.50 0.00 00-00-00 00-00-00 00-00-00 08-11-04 2-Ply 1sloros.each 2x6 / 2x6 00-00-00 00-00-00 00-00-00 39 1 45-03-08 A39 I 6.50 0.00 00-00-00 00-00-00 00-00-00 07-10-04 305.2 tbs. each 2x4 / 2x5 00-00-00 00-00-00 00-00-00 40 1 45-03-08 A40 I 6.50 0.00 00-00-00 00-00-00 00-00-00 08-00-11 309.4 tbs. each 2x4 / 2x5 00-00-00 00-00-00 00-00-00 41 1 47-09-08 A41 6.50 0.00 00-00-00 02-06-00 00-00-00 08-00-11 316.4 tbs. each 2x4 / 2x5 00-00-00 00-00-00 00-00-00 42 1 47-09-08 A42 I 6.50 0.00 00-00-00 02-06-00 00-00-00 08-00-11 2 -Ply 1282 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 43 2 47-09-07 A43 6.50 0.00 00-00-00 00-00-00 00-00-00 11-02-06• 357.0 Ibs. each 2X5 / 2X5 00-00-00 02-06-00 00-00-00 44 4 50-03-07 A44 I 6.50 0.00 00-00-00 02-06-00 00-00-00 11-02-06 361.2 tbs. each 2x5 / 2x5 00-00-00 02-06-00 00-00-00 45 2 50-03-07 A45 6.50 0.00 00-00-00 02-06-00 00-00-00 11-02-06 310.8 tbs. each 2x5 / 2x5 00-00-00 02-06-00 00-00-00 46 3 47-09-07 A46 6.50 0.00 00-00-00 02-06-00 00-00-00 11-02-06 340.2 tbs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 47 2 47-09-07 A47 I 6.50 0.00 00-00-00 02-06-00 00-00-00 11-02-06 305.2 tbs. each 2X5 / 215 00-00-00 00-00-00 00-00-00 48 3 47-09-07 A48 6.50 0.00 00-00-00 02-06-00 00-00-00 11-02-06 364.o tbs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 49 1 47-09-07 A49 I 6.50 0.00 00-00-00 02-06-00 00-00-00 11-01-04 393.4 tbs. each I 2x5 / 2x5 00-00-00 00-00-00 00-00-00 50 1 47-09-07 A50 6.50 0.00 00-00-00 02-06-00 00-00-00 10-00-04 362.6 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 51 1 47-09-07 A51 6.50 0.00 00-00-00 02-06-00 00-00-00 08-11-04 MA tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 52 1 47-09-07 A52 6.50 0.00 00-00-00 02-06-00 00-00-00 07-10-04 289.81bs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 53 1 47-09-07 A53 6.50 0.00 00-00-00 02-06-00 00-00-00 06-09-04 305.2 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 54 1 47-09-07 A54 6.50 0.00 00-00-00 100-00-00 02-06-00 00-00-00 05-08-04 281.4 tbs. each 2x5./ 2X5 00-00-00 00-00-00 55 1 47-09-07 A55 6.50 0.00 00-00-00 02-06-00 00-00-00 04-07-04 277.2 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 56 1 36-05-11 B1 4.25 0.00 00-00-00 02-05-13 00-00-00 07-03-04 203.0 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 57 1 57-02-02 B2 4.25 0.00 00-00-00 02-06-00 00-00-00 06-06-12 383.6 tbs. each 2x6 / 2X6 00-00-00 02-06-00 00-00-00 58 1 57-02-02 B3 4.25 0.00 00-00-00 02-06-00 00-00-00 06-00-06 3e0.e tbs. each 2x6 / 2x6 1 00-00-00 02-06-00 00-00-00 Page 3 of,9 IN Engineering List Seq. Qty Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TCIBC OH - R CANT-R STUB-R 59 1 57-02-02 B4 4.25 0.00 00-00-00 02-06-00 00-00-00 05-03-14 387.8 lbs. each 2,6 / 2,6 00-00-00 02-06-00 00-00-00 60 1 57-02-02 B5 I 4.25 0.00 00-00-00 02-06-00 00-00-00 04-07-06 385.01bs. each 2x6 / 2X6 00-00-00 01-10-00 00-00-00 61 1 57-02-02 B6 4.25 0.00 00-00-00 02-06-00 00-00-00 03-10-14 3-Ply 3402lbs. each 2x6 / 2x6 00-00-00 02-06-00 00-00-00 62 1 37-01-00 C1 I 6.50 0.00 00-00-00 02-06-00 00-00-00 11-03-02 3-Ply 2482lbs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 63 1 37-01-00 C2 6.50 0.00 00-00-00 02-06-00 00-00-00 11-03-02 219.8 lbs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 64 2 39-07-00 C3 I 6.50 0.00 00-00-00 02-06-00 00-00-00 11-03-02 271.6 lbs. each 2x5 / 2x5 00-00-00 02-06-00 00-00-00 65 1 39-07-00 C4 6.50 0.00 00-00-00 02-06-00 00-00-00 10-11-02 277.2lbs. each I 2x5 / 2x5 00-00-00 02-06-00 00-00-00 66 1 39-07-00 C5 6.50 0.00 00-00-00 02-06-00 00-00-00 10-05-12 277.2 lbs. each I 2x5 / 2X5 00-00-00 02-06-00 00-00-00 67 1 39-07-00 C6 6.50 0.00 00-00-00 02-06-00 00-00-00 10-00-06 2-Ply 1036lbs. each 2X5 / 2x6 00-00-00 02-06-00 00-00-00 68 1 26-10-00 D1 5.00 0.00 02-06-00 00-00-00 00-00-00 03-02-05 158.2lbs. each 2X5 / 2X5 02-06-00 00-00-00 00-00-00 69 1 26-10-00 D2 5.00 0.00 02-06-00 00-00-00 00-00-00 04-00-05 163.8 lbs. each 2X5 / 2X5 02-06-00 00-00-00 00-00-00 70 1 26-10-00 D3 5.00 0.00 02-06-00 00-00-00 00-00-00 04-10-06 169.4 lbs. each 2X5 / 2X5 02-06-00 00-00-00 00-00-00 71 1 26-10-00 D4 I 5.00 0.00 02-06-00 00-00-00 00-00-00 05-07-11 161.0 lbs. each 2x5 / 2X5 02-06-00 00-00-00 00-00-00 72 1 30-03-04 E1 6.50 0.00 00-00-00 02-06-00 00-00-00 07-06-13 2-Ply 767.2 lbs. each 2X5 / 2x6 00-00-00 02-06-00 00-00-00 73 1 30-03-04 E2 6.50 0.00 00-00-00 02-06-00 00-00-00 08-00-08 189.0 lbs. each 2x5 / 2X6 00-00-00 02-06-00 00-00-00 74 1 30-03-04 E3 i 6.50 0.00 00-00-00 02-06-00 00-00-00 08-05-14 183.4 lbs. each 2x5 / 2x6 00-00-00 02-06-00 00-00-00 75 7 30-03-04 E4 6.50 0.00 00-00-00 02-06-00 00-00-00 08-08-14 180.6 lbs. each 2x5 / 2x6 00-00-00 02-06-00 00-00-00 76 1 27-07-09 E4B 6.50 0.00 00-00-00 02-06-00 00-00-00 08-08-14 170.8 lbs. each 2X5 / 2x6 00-00-00 00-00-00 00-00-00 77 1 25-07-09 E4C 6.50 0.00 00-00-00 02-06-00 00-00-00 08-08-14 168.0 Ibs. each 2x5 / 2x6 00-00-00 00-00-00 00-00-00 78 1 23-07-09 E41) 6.50 0.00 00-00-00 02-06-00 00-00-00 08-08-14 158.2 tbs. each 2X5 / 2x6 00-00-00 00-00-00 00-00-00 79 1 30-03-04 E5 6.50 0.00 00-OP-00 02-06-00 00-00-00 07-10-04 179.2Ibs. each 2x5 / 2x6 00-00-00 02-06-00 00-00-00 80 1 27-09-04 E5A 6.50 0.00 00-00-00 02-06-00 00-00-00 07-10-04 175.0 lbs. each 2x5 / 2x6 00-00-00 00-00-00 00-00-00 Page 4 of 0 1, Engineering List Seq. (sty Span Description Truss Slope OH - L CANT-L STUB-L Height mum. TC/BC OH - R CANT-R STUB-R 81 2 30-03-04 E6 6.50 0.00 00-00-00 02-06-00 00-00-00 06-09-04 176.4 tbs. each 2X5 / 2x6 00-00-00 02-06-00 00-00-00 82 2 30-03-04 E7 I 6.50 0.00 00-00-00 02-06-00 00-00-00 05-08-04 159.6 tbs. each 2x5 / 2x5 00-00-00 02-06-00 00-00-00 83 2 30-03-04 E8 6.50 0.00 00-00-00 02-06-00 00-00-00 05-03-15 197.4 tbs. each 2x5 / 2x6 00-00-00 02-06-00 00-00-00 84 1 21-07-09 E9 6.50 0.00 00-00-00 02-06-00 00-00-00 09-01-00 152.6 tbs. each 2X5 / 2X6 00-00-00 00-00-00 00-00-00 85 1 19-07-09 E10 6.50 0.00 00-00-00 02-06-00 00-00-00 09-06-06 137.2 tbs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 86 1 17-07-09 E11 6.50 0.00 00-00-00 02-06-00 00-00-00 09-11-12 105.0 tbs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 87 1 15-07-09 E12 6.50 0.00 00-00-00 02-06-00 00-00-00 09-00-02 96.fi01bs. each 2x5 / 2X5 00-00-00 00-00-00 00-00-00 88 1 13-07-09 E13 6.50 0.00 00-00-00 02-06-00 00-00-00 07-11-02 75.6o tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 89 1 11-07-09 E14 j 6.50 0.00 00-00-00 02-06-00 00-00-00 06-10-02 65.80 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 90 1 25-03-00 G1 6.50 0.00 00-00-00 02-06-00 00-00-00 08-00-11 159.6 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 91 2 25-03-00 G2 I 6.50 0.00 00-00-00 02-06-00 00-00-00 08-00-11 137.2 tbs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 92 1 22-09-00 G3 6.50 0.00 00-00-00 00-00-00 00-00-00 08-00-11 134.4 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 93 2 24-08-00 G4 6.50 0.00 00-00-00 02-06-00 00-00-00 08-00-11 135.8 tbs. each 2x5 / -2x5 00-00-00 00-00-00 00-00-00 94 1 24-08-00 G5 i 6.50 0.00 00-00-00 02-06-00 00-00-00 07-03-12 142.8 tbs. each 2x5 / 2X5 00-00-00 00-00-00 00-00-00 95 1 24-08-00 G6 i 6.50 0.00 00-00-00 02-06-00 00-00-00 06-02-12 137.2 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 96 1 24-08-00 G7 6.50 0.00 00-00-00 02-06-00 00-00-00 05-01-12 137.2 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 97 1 24-08-00 G8 1 6.50 0.00 00-00-00 02-06-00 00-00-00 04-00-12 134.4 tbs. each _ 2x5 / 2x5 00-00-00 00-00-00 00-00-00 98 1 15-02-08 H1 6.50 0.00 00-00-00 00-00-00 00-00-00 06-00-03 2 -Ply 425.6 tbs. each I 2x5 / 2x6 00-00-00 00-00-00 00-00-00 99 2 17-08-08 H2 6.50' 0.00 00-00-00 02-06-00 00-00-00 06-00-03 105.0 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00' 100 1 17-00-10 H3 6.50 0.00 00-00-00 02-06-00 00-00-00 06-00-03 116.2 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 101 1 15-00-10 H4 6.50 0.00 00-00-00 02-06-00 00-00-00 06-05-13 100.8 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 102 1 13-00-10 H5 6.50 0.00 00-00-00 02-06-00 00-00-00 07-05-10 84.00 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 i Page 5 of 9 r, Engineering List Seq. Oty Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TCIBC OH - R CANT-R STUB-R 103 1 11-00-10 H6 6.50 0.00 00-00-00 02-06-00 00-00-00 05-11-04 71.40 tbs. each 2x5 / 2X5 00-00-00 00-00-00 00-00-00 104 1 12-02-00 K1 I 6.50 0.00 00-00-00 00-00-00 00-00-00 03-04-08 z -Ply 364.0 tbs. each 2x5 / 2x6 00-00-00 00-00-00 00-00-00 105 1 08-10-00 K2 6.50' 0.00 00-00-00 00-00-00 00-00-00 02-10-00 2 -Ply 302.4 tbs. each I 2x5 / 2x6 00-00-00 00-00-00 00-00-00 106 1 08-10-00 K3 I 6.50 0.00 00-00-00 00-00-00 00-00-00 02-10-00 2 -Ply 263.2 tbs. each 2x5 / 2x6 00-00-00 00-00-00 00-00-00 107 1 25-04-00 FG1 0.00 0.00 00-00-00 00-00-00 00-00-00 01-06-00 3 -Ply 1096 tbs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 108 1 12-04-07 B1A 4.25 0.00 00-00-00 02-05-13 00-00-00 04-11-01 64.40 tbs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 109 20 09-06-00 EJ94 4.25 0.00 00-00-00 00- 02-06-00 00-00 03-10-14 33.so tbs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 110 1 09-07-09 J96 6.50 0.00 00-00-00 02-06-00 00-00-00 05-09-02 33.60 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 ill 2 08-10-00 J9 6.50 0.00 00-00-00 02-06-00 00-00-00 05-03-15 40.60 tbs. each I 2x5 / 2X5 00-00-00 00-00-00 00-00-00 112 4 08-10-00 J9A 6.50 0.00 00-00-00 02-06-00 00-00-00 05-01-15 40.60 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 113 4 08-10-00 J9B / 6.50 0.00 00-00-00 02-06-00 00-00700 04-07-04 44.60 tbs. each i 2x5 / 2x5 00-00-00 00-00-00 00-00-00 114 4 08-10-00 J9C 6.50 0.00 00-00-00 02-06-00 00-00-00 04-07-04 44.80 tbs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 115 1 08-03-15 J82 i 6.50 0.00 00-00-00 02-06-00 00-00-00 05-00-10 30.80 tbs. each 215 / 2x5 00-00-00 00-00-00 00-00-00 116 1 05-08-00 J8 6.50 0.00 00-00-00 00-00-00 00-00-00 04-11-09 2-Ply 168.o ros. each 2x5 / 2x6 00-00-00 00-00-00 00-00-00 117 1 07-07-09 J76 6.50 0.00 00-00-00 02-06-00 00-00-00 04-08-02 28.00 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 118 9 ER 6.50 0.00 00-00-00 02-06-00 00-00-00 04-07-04 107-06-00 28.00 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 119 9 05-00-00 EJ7A 6.50 0.00 02-06-00 00-00-00 00-00-00 03-01-04 35.00 tbs. each 2x5 / 2X5 00-00-00 00-00-00 00-00-00 120 2 05-00-00 ERR 6.50. 0.00 02-06-00 00-00-00 00-00-00 03-01-04 40.60 tbs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 121 2 05-00-00 EJ7C 6.50 0.00 02-06-00 00-00-00 00-00-00 03-01-04 36.40 tbs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 122 8 07-06-00 ERE 6.50 0.00 00-00-00 02-06-00 00-00-00 04-07-04 33.60 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 123 4 05-00-00 ERD 6.50 0.00 00-00-00 00-00-00 00-00-00 04-07-04 19.60 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 124 1 05-00-00 J7D //�fl 6.50 0.00 00-00-00 00-00-00 00-00-00 04-07-04 45.50 ros. each �/ I 215 / 2x6 00-00-00 00-00-00 00-00-00 Page 6 of 9 J, Engineering List Seq. My Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TC/BC OH - R CANT-R STUB-R 125 9 06-06-00 EJ6 6.50 0.00 00-00-00 02-06-00 00-00-00 04-00-12 23.8o Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 126 1 03-08-00 J6 6.50 0.00 00-00-00 00-00-00 00-00-00 03-10-09 16.80 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 127 1 05-09-00 J59 6.50 0.00 00-00-00• 02-06-00 00-00-00 03-07-14 21.00Ibs. each i 2x5 / 2X5 00-00-00 00-00-00 00-00-00 128 1 05-09-00 J59A 6.50 0.00 00-00-00 02-06-00 00-00-00 03-07-14 32.20 Ibs. each I 2x5 / 2x6 00-00-00 00-00-00 00-00-00 129 1 05-05-00 J55A 6.50 0.00 00-00-00 02-06-00 00-00-00 03-05-11 32.zo Ibs. each 2x5 / 2x6 00-00-00 00-00-00 00-00-00 130 1 05-05-00 J55 6.50 0.00 00-00-00 02-06-00 00-00-00 03-05-11 21.001bs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 131 5 05-02-12 EJ53 I 6.50 0.00 00-00-00 02-06-00 00-00-00 03-04-08 21.0o Ibs. each 2x5 / 2X5 00-00-00 00-00-00 00-00-00 132 3 04-09-00 J52 6.50 0.00 00-00-00 02-06-00 00-00-00 03-01-06 18.20 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 133 6 04-02-12 J42 6.50 0.00 00-00-00 02-06-00 00-00-00 02-10-00 16.80 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 134 1 04-02-00 J4 i 6.50 0.00 00-00-00 02-06-00 00-00-00 02-09-09 16.80 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 135 10 05-00-00 EJ75 5.00 0.00 02-06-00 00-00-00 00-00-00 03-02-05 28.70 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 136 2 06-06-00 J66 5.00 0.00 00-00-00 02-06-12 00-00-00 03-03-00 30.80 Ibs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 137 1 06-06-00 J66A 5.00 0.00 00-00-00 02-06-12 00-00-00 03-03-00 38.50 Ibs. each 2x5 / 2X6 00-00-00 00-00-00 00-00-00 138 2 06-06-00 J666 5.00 0.00 00-00-00 02-06-12 00-00-00 03-03-00 23.eo Ibs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 139 1 06-06-00 J66C 5.00 0.00 00-00-00 02-06-12 00-00-00 03-03-00 38.50 Ibs. each 2x5 / 2X6 00-00-00 00-00-00 00-00-00 140 1 07-09-01 BJ7 6.01 0.00 00-00-00 02-08-03 00-00-00 04-05-01 28.00 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 141 1 06-11-60 BJ6 6.01 -0.00 00-00-00 02-08-03 00-00-00 04-00-00 23.80 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 142 1 02-06-06 J2 6.01 0.00 00-00-00 00-00-00 00-00-00 01-09-11 8.400 Ibs. each 2x5 / 2X5 00-00-00 00-00-00 00-00-00 143 9 05-06-00 CJ5 6.50 0.00 00-00-00 02-06-00 00-00-00 03-06-04 21.001bs. each 2x5 / 2X5 00-00-00 00-00-00 00-00-00 144 5 03-00-00 CJ5D 6.50 0.00 00-00-00 00-00-00 00-00-00 03-06-04 14.001bs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 145 38 03-06-00 CJ3 6.50 0.00 00-00-00 00-00-00 00-00-00 02-05-04 15.401bs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 146 38 01-06-00 CA 6.50 0.00 00-00-00 00-00-00 00-00-00 01-04-04 5.600 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 Page 7 of 9 Engineering List Seq. Qty Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TCIBC OH - R CANT-R STUB-R 147 4 05-06-00 CJ55 5.00 0.00 00-00-00 02-06-00 00-00-00 02-10-00 21.00 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 148 4 03-00-00 CJ53 5.00 0.00 02-06-00 00-00-00 00-00-00 02-04-05 1 21.70 tbs. each 2x5 / 2X5 00-00-00 00-00-00 00-00-00 149 4 03-06-00 CJ35 5.00 0.00 00-00-00 02-06-00 00-00-00 02-00-00 14.00 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 150 4 01-00-00 CJ33 5.00 0.00 02-06-00 00-00-00 00-00-00 01-06-05 14.70 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 151 8 01-06-00 CJ15 i 5.00 0.00 00-00-00 00-00-00 00-00-00 01-02-00 5.600 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 152 2 07-06-00 CJ74 4.25 0.00 00-00-00 02-06-00 00-00-00 03-02-06 26.00 tbs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 153 2 07-06-00 CJ72 4.25 0.00 00-00-00 02-06-00 00-00-00 03-02-06 26.so tbs. each 215 / 2x5 00-00-00 00-00-00 00-00-00 154 2 05-06-00 CJ54 I 4.25 0.00 00-00-00 02-06-00 00-00-00 02-05-14 19.60 tbs. each 2x5 / 2X5 00-00-00 00-00-00 00-00-00 155 2 05-06-00 CJ52 4.25 0.00 00-00-00 02-06-00 , 00-00-00 02-05-14 16.20 tbs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 156 4 03-06-00 CJ34 4.25 0.00 00-00-00 00-00-00 00-00-00 01-09-06 12.60 tbs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 157 4 01-06-00 CJ14 4.25 0.00 00-00-00 00-00-00 00-00-00 01-00-14 e:600 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 158 5 10-06-08 HJ7 4.60 0.00 00-00-00 03-05-11 00-00-00 04-06-15 44.so tbs. each 2X5 / 2x6 00-00-00 00-00-00 00-00-00 159 1 10-06-08 11J7E 4.60 0.00 00-00-00 03-05-11 00-00-00 04-06-15 51.60 tbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 160 1 09-01-09 HJ6 4.60 0.00 00-00-00 03-05-11 00-00-00 04-00-07 37.60 tbs. each 2x5 / 2x6 00-00-00 00-00-00 00-00-00 161 1 08-00-13 HJ59 4.60 0.00 00-00-00 03-05-11 00-00-00 03-07-10 37.60 tbs. each 2x5 / 2X6 00-00-00 00-00-00 00-00-00 162 1 07-07-03 HJ55 4.60 0.00 00-00-00 03-05-11 00-00-00 03-05-07 33.60 tbs. each 2X5 / 216 00-00-00 00-00-00 00-00-00 163 2 07-04-00 HJ53 4.60 0.00 00-00-00 03-05-11 00-00-00 03-04-03 30.60 tbs. each 2x5 / 2x6 00-00-00 00-00-00 00-00-00 164 4 06-04-02 HJ46 4.60 0.00 00-00-00 03-05-11 00-00-00 02-11-11 27.30 tbs. each 2X5 / 2x6 00-00-00 00-00-00 00-00-00 165 4 05-11-00 HJ42 4.60 0.00 00-00-00 03-05-11 00-00-00 02-09-11 25.20 tbs. each 2x5 / 2x6 00-00-00 00-00-00 00-00-00 166 2 07-00-02 HJ75 3.54 0.00 03-06-07 00-00-00 00-00-00 03-02-02 46.20 Ibs. each 2x6 / 2x5 00-00-00 00-00-00 00-00-00 167 2 09-01-09 HJ66 3.54 0.00 00-00-00 03-05-11 00-00-00 03-02-12 36.40 tbs. each 2x5 / 2X6 00-00-00 00-00-00 00-00-00 168 2 13-04-08 HJ94 3.01 0.00 00-00-00 03-05-11 00-00-00 03-10-11 64.40 tbs. each 2x5 / 2x6 00-00-00 00-00-00 00-00-00 Page 8 of 9 Engineering List Seq. Qty Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TC/BC OH - R CANT-R STUB-R 169 1 15-11-05 PB1 6.50 0.00 00-00-00 00-10-02 00-00-00 03-09-07 58.80 Ibs. each 2X4 / 2x4 00-00-00 00-10-02 00-00-00 170 1 15-11-05 PB2 6.50 0.00 00-00-00 00-10-02 00-00-00 02-08-07 53.20 Ibs. each 2x4 / 2x4 00-00-00 00-10-02 00-00-00 171 1 15-11-05 PB3 6.50 0.00 00-00-00 00-10-02 00-00-00 02-11-09 56.00 Ibs. each 2X4 / 2X4 00-00-00 00-10-02 00-00-00 172 27 10-11-05 PB4 ' 6.50 0.00 00-00-00 00-10-02 00-00-00 02-11-09 37.801bs. each 2x4 / 2X4 00-00-00 00-10-02 00-00-00 173 2 10-11-05 PB5 6.50 0.00 00-00-00 00-10-02 00-00-00 02-00-14 39.20Ibs. each 2x4 / 2x4 00-00-00 00-10-02 00-00-00 174 2 10-11-05 PB6 6.50 0.00 00-00-00 00-10-02 00-00-00 00-11-14 3s.4o lbs. each 2X4 / 2X4 00-00-00 00-10-02 00-00-00 175 1 04-00-00 V4 6.50 0.00 00-00-00 00-00-00 00-00-00 01-01-00 11.20 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 176 2 04-00-00 WA 6.50 0.00 00-00-00 00-00-00 00-00-00 01-00-03 11.20 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 177 1 08-00-00 V86 6.50 0.00 00-00-00 00-00-00 00-00-00 01-06-11 26.60 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 178 2 08-00-00 V8A 6.50 0.00 00-00-00 00-00-00 00-00-00 01-00-03 26.6o Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 179 1 16-00-00 MV16 6.50 0.00 00-00-00 00-00-00 00-00-00 08-08-00 74.20 Ibs, each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 180 1 14-00-00 MV14 6.50 0.00 00-00-00 00-00-00 00-00-00 07-07-00 54.60 Ibs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 181 1 12-00-00 MV12 6.50 0.00 00-00-00 00-00-00 00-00-00 06-06-00 49.00 lbs. each 2X5 / 2x5 00-00-00 00-00-00 00-00-00 182 1 10-00-00 MV10 6.50 0.00 00-00-00 00-00-00 00-00-00 05-05-00 42.00 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 183 1 08-00-00 MV8 6.50 0.00 00-00-00 00-00-00 00-00-00 04-04-00 29.40 lbs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 184 2 06-00-00 MV6 6.50 0.00 00-00-00 00-00-00 00-00-00 03-03-00 22.40 Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 185 1 05-00-00 MV5 6.50 0,00 00-00-00 00-00-00 00-00-00 02-08-08 18.201bs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 186 4 04-00-00 MV4 6.50 0.00 00-00-00 00-00-00 00-00-00 02-02-00 t4.00 Ibs. each 2X5 / 2X5 00-00-00 00-00-00 00-00-00 187 18 02-00-00 MV2 6.50 0.00 00-00-00 00-00-00 00-00-00 01-01-00 5.600 Ibs. each 2x5 / 215 00-00-00 00-00-00 00-00-00 188 2 03-00-00 MV3 5.00 0.00 00-00-00 00-00-00 00-00-00 01-03-00 9.800Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 Trusses: 500.00 Page 9 of 9 - .- A b:(19HSO44) /Al Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: :W4, W5, WI 2x4 SP #2 N::W6 2x4 SP SS::W15 2x4 SP #1 Dense: All plates are 2X4 except as noted. Special loads -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 73 plf at 0.00 to 73 plf at 6.50 TC: From 36 pH at 6.50 to 36 plf at 11.44 TC: From 72 plf at 11.44 to 72 plf at 17.50 TC: From 74 plf at 17.50 to 74 plf at 29.17 TC: From 72 plf at 29.17 to 72 plf at 35.12 TC: From 74 pff at 35.12 to 74 plf at 37.55 TC: From 72 plf at 37.55 to 72 plf at 57.12 BC: From 20 plf at 0.00 to 20 plf at 6.63 BC: From 10 plf at 6.63 to 10 plf at 13.06 BC: From 20 pif at 13.06 to 20 plf at 57.12 TC: 139.47 lb Conc. Load at 6.50 TC: 101.13 lb Conc. Load at 7.56. 9.56 BC: 5.33lb Conc. Load at 6.50 BC: 25.27 lb Conc. Load at 7.56, 9.56 BC: 1167.19 lb Conc. Load at 11.44 170 mph wind,19.47 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 it from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind Calculated horizontal deflection is 0.14" due to live load and 0.18" due to dead load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. DESC. cc Al PLT. TYP: WAVE QUALTTY TRUSS 'flit (954)'9�5=3384 'FAX. (954).979-8984 . '332A xm;1is&TERR ACE komw-vo BEACH'i FL 31064. DESIGN CRIT"FBC2017RESRP42014 FT/RT"20%P%y 0(0) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: I Row @12.00" D.C. Bol Chord: 1 Row @12.00" D.C. Webs : 1 Row @ 4" o.c.- f. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 12 Q 4.25 6'6" '8" 1T9-9/16" 5/16" - - -- - - - - -02-- 6.5 T44 8 6(R) T5 - - 8 T6 _ T6 = X6 O - 12 T3 m c: 5 T2 o4X8 1 W1 W16 W1 W18 io 3 C6 -HTI - - �4X10 W12 14 W15 W1 r< cb 1 3T E4X5(Al 1t„r 0 - _ 0 r` 1 1 B2 1113X4 B3 B5 =3X10 B6 014X8(R) r 6" 54'7-1/2" B1 67-1/2"1T3-1/8" �{1 327-7/8" R=3913# U=944# W=8" (Rigid Surface) QTY= 1 PLIES= 2 TOTAL= 2 -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, slipping, Installing and bracing. Refer to and follow the latest edition of Best (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have a properly athached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have Bracing Installed per SCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSDTPI 1, or for handling, shipping, Installation 8 bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability and use of thle drawing for any structure Is the responalbiflty of the Bullding Designer per ANSM! 1 Sec.2. For more information see this Job's general notes page and these web sites: ITWBCG: www.ilwbcg.com; TPI: www.tpinsLorg; WTCA: wwwsbdri dustry.com; Ice: wwwJccsafe.org 5T1-1/2" REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" R=2695# U=686# W=6" (Rigid Surface) SEQ = 41158 SCALE=0.0909 REF DATE 03-27-2019 CM O/A LEN. 570108 JOB #: 19HSO44 TYPE COMN b:(19HSO44) /A2 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W4, W5, W7, W14 2x4 SP #2 N: :W8 2x4 SP #1 Dense: Left cantilever is exposed to wind Calculated horizontal deflection is 0.16" due to five load and 0.22" due to dead load. (c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "r reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails Q 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 40.03 ft. from roof edge. All plates are 2X4 except as noted. 170 mph wind, 20.01 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 211__ (b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nals @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min .hails @ 6" oc. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. I— 8'6" {+ 10'6-7/16" 1'11-1/ 1-7/16' 3'9 5/16" —� 12'1-9/16" �r �! '1T1-1/4" —" T4 12 Q 4.25 12 =8 =6X8 T5` 6.5 --0- - 41 — — �BXB T6 = @EE X6 O I10 5 2 T2 a) ) W1 c) W13 �W7 (C) b ( =6 �H1314 W6 C) W16` T1 (a) (all ) W12 W W4 W4 3 W5 ) n �4X12 =8h(¢a W7 B2 = 0 = 1115X6 5 B3 84 - 0 BS = bAb- B6 Ifi4X10(R) 2'6" B1 54'7-1/2" 67-1/2" } 17'3-1/8" �1 32'2-7/8" { 5T1-1/2" R=2784# U=301# RL=273/-165# W=8" R=2505# U=426# W=6" (Rigid Surface) (Rigid Surface) DESC. = A2 PLT. TYP: WAVE DESIGN �FA�LO;WDA Q�TTTVl" DUTY TRUSS x TL'Lf (954119754384' ia- (954).97&8980. 3I20-NM 16tliTBRRACE PiDAVANIO E ACM FL 330" 1 TOTAL= 1 **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3. B7 or 810. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSUTPI 1, or for handling, shipping. Installation 8 bracing of trusses. A seal on this drawing or cover page gating this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 Sec2 For more information see this job's general notes page and these web sites: ITWBCG: www.ltwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: wwwJccsafe.org REV. 17.02.02A.1213.20 SEQ = 40938 SCALE=0.1250 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG CM O/A LEN. 570108 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE COMN ,b:(19HSO44) /A3 Top chord 2x6 SP SS Bot chord 2x6 SP SS :B1 2x4 SP #2 N: Webs 2x4 SP #3 :W1, W5, W7, W12 2x4 SP #2 N: :W2, W13 2x4 SP #1 Dense: All plates are 2X4 except as noted. Special loads —(Lumber Dur.Fac =125 / Plate Dur.Fac.=1.25) TC: From 146 plf at 0.00 to 146 plf at 7.83 TC: From 72 plf at 7.83 to 72 plf at 17.91 TC: From 74 plf at 17.91 to 74 plf at 32.27 TC: From 72 plf at 32.27 to 72 plf at 54.46 BC: From 20 plf at 0.00 to 20 plf at 54.46 170 mph wind, 22.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.15" due to live load and 0.19" due to dead load. (c) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent five load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load Is 2.00. WARNING: Furnish a copy of this DWG to the instailation contractor. Special care must betaken during handling, shipping and installation of trusses. See "WARNING" note below. DESC. = A3 PLT. TYP.-WAVE w— -i'1tO113iJi A, $. QUALITY TRUSS TELL (954) 975-3384 FAX, (954) 978-8930 ' 3126 N.W. f&1i TERRACE . POMPANO BEACH'---VL 31W FTIRT-20%(0%y0(0) THIS DWG. PREPARED BY THE ALPIN End verticals not exposed to wind pressure. FROM TRUSS MFR'S LAYOUT (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better -r reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. (d) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",mtn.)nails @ 6" oc. Calculated vertical deflection is 0.55" due to live load and 1.38" due to dead load at X = 21-2-10. MWFRS loads based on trusses located at least 44A1 ft. from roof edge. �— 3 2" 9 1 2 —�{ 5 9 T10" 9'9-7/16" �— 11'6-13/16" 16'4-15/16" 12 12 Q 4.25 6.5 =10X10 8 - ---- - -- --T3 - '8 T5 _ - - Ts _ 8 -O T�2 O 1 1114X6 R) T1 N6X72(SRS)(R d) 15 1%d17 W1 � � c5 T a O=8X1 = Wt (b) (b) ) W1 I b) W1 W16 W1 ) e) r � l 4'43(14' r 1 1H3X4 = =8�2 W12 B3 _ _ W1 SL =5X14 1114X6 B1 B2 = B2 =SX6 B5 1113 0 54'5-1/2" 3 L: 1/2 - 1T3-1/8" �{1 327-7/8" R=3057# U=856# RL=188/-146# W=6" R=2557# U=641# W=6" (Rigid Surface) (Rigid Surface) QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI Sng Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide Crary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached sWct=] sheathing and bottom chord shall have 3edy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. to drawings 160A-Z for standard plate positions. ITW Sol ding Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss dormance with ANSI/tPl 1, or for handling, shipping, Installation & bracing of trusses.Areal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the n shown. The aulhdOly and use of this drawing for any structure Is the responsibility of the Buil(ing Designer per ANSVTPI 1 Sec.2. For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPI: www.tpinsLorg: WTCA: www.sbdrdmtiy.com; [CC: www.1ccsafe.org REV. 17.02.02A.1213.20 SEQ = 41118 SCALE=0.0954 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG CM O/A LEN. 540508 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC r- b:(19HSO44) /A4 Top chord 2x6 SP SS Bot chord 2x6 SP SS :131 2x4 SP #2 N: Webs 2x4 SP #3 :W1, W9 2x4 SP #1 Dense: :W2, W8 2x4 SP #2 N: :Lt Bearing Leg 2x8 SP SS: End verticals not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Or 2x6 93 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc.. Bottom chord checked for 10.00 psf non -concurrent live Iliad. Calculated vertical deflection is 0.39" due to live load and 1.02" due to dead load at X = 21-2-10 MWFRS loads based on trusses located at least 45.77 ft. from roof edge j= 19'5-3/8" ro T III N Zy. M 3X6 (a) m M THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 22.88 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better'T' reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (c) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web / member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 10'0.3l8" 1' 13/16" 168-5/8" �— 7'9-5/16" 12 Q 4.25 12 6.5 � =8X L 7 1/ 4-1/4" I _ �— 1 T3-1/8" �} R=2521# U=466# RL=168/-137# W=6" (Rigid Surface) DESC. = A4 PLT. TYP: WAVE DESIGN FZORMA Qi1ALTTY TRUSS _ - n TELi (950 975-3384 'FAX,(954).979-8980 3I20 N 1[S' 16tli TE P.ACE . PO1>r1z ANO IWACHi '1?1:. 33044 0 (a) W5-1/2" QTY= 1 TOTAL= 1 0 2 5 5X6 32'2-7/8" R=2494# U=415# W=6" (Rigid Surface) **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have xoperiy attached rigid calling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per SCSI sections 83, r BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ' ueor to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSI/TPI 1, or for handling, shipping. installation & bracing of trusses. A at on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility ofthe Building Designer perANSU1PI 1 Sec.2. For more information see We Job's general notes page and these web ages: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbdndusby.com; ICC: wwwl=afe.org REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40910 SCALE=0.1250 REF DATE 03-27-2019 DRWG CM O/A LEN. 540508 JOB* 19HSO44 TYPE SPEC b:(19HSO44) /A5 Top chord 2x6 SP SS Bot chord 2x6 SP SS :81 2x4 SP #2 N: Webs 2x4 SP #3 :W1, W9 2x4 SP #1 Dense: :W2, W8 2x4 SP #2 N: :Lt Bearing Leg 2x8 SP SS: End verticals not exposed to wind pressure. (c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.35" due to live load and 0.92" due to dead load at X = 21-2-10 MWFRS loads based on trusses located at least 46.60 ft. from roof edge 20'11-13/16" T III co i N Y11" 1 =3X6 (a) in 1 -6X6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 23.30 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. -f 8'5-7/8" 19 3 15'10 11/16" { T3-5/16" --{ 12 12 Q 4.25 6.5 =8X12 T4 T3 =8 8 T5 10 T6 - — W 11 a) 13 W1 (c) (c) ) (cV111 b W1 W12 13 ) =8XM) W8 - 0 B5 c8 B6 a 1113} 54'5-1/2" 711/A3'4-1/4" i 1T3-1/8" y}1 {F 3T2-7/8" R=2519# U=501# RIL�147/-129# W=6" (Rigid Surface) DESC. = A5 PLT. TYP: WAVE FTIRT"20%(0%Ve(0) QTY= 1 TOTAL= 1 - "'VVAMNINtJl-- RCAU AMU rVLWVV ALL NU 1 C, UN I RIO LJMVVINUI J ••IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. . € Trusses require extreme care In fabricating, handOn shipping,instalG and brad Refer to and follow the latest edition of BCSI aQ rag• 9,safety (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide I is yr,'w �1^! y-ttiA temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have 1`i+ s'L3.t1J a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, . (>,U w 1r-aes•�r1/ "npT'Mp TRUSS B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. .�, �iI / Refer to drawings 16OA-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to bulld the buss - It Ti(954) 478-84 In conformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses. FAX, (954j.9Z&898980 Asset on this drawing or cover page Ilating this drawing, Indicates acceptance of proresslond engineering reeponslblGry solely for the 3I20 N.W:16tli'TERRACE design shown. The suitability and toe of thls drawing for arty structure lathe maponslblGy of the Building Designer perANSVTPI 1 Sso.2. . 1,01"ANO mtmi VL 33a64. For more information see this Job's general notes page and these web sites: ITWBCG: www1twbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; ]CC: www.l=afe.org (�R) n N CV b 1 R=2493# U=422# W=6" (Rigid Surface) REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC ILL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40900 SCALE=0.1250 REF DATE 03-27-2019 DRWG CM O/A LEN. 540508 JOB #: 19HSO44 TYPE SPEC Top chord 2x6 SP SS Bot chord 2x6 SP SS :B6 2x4 SP #2 N: Webs 2x4 SP #3 :W1, W5 2x4 SP #1 Dense: :W2, W7, W14 2x4 SP SS: :Lt Bearing Leg 2x8 SP SS: End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent rive load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING" note below. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Al plates are 8X8 except as noted. 170 mph wind, 23.72 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 47.43 ft. from roof edge. t` 22'6.5/16" 6'11-7/16" 31 7/16" 63-5/16" +{ 12 12 6.5 p � 4.25 1117 6(R) T4 T5 = T6 T3 8 T7 T III T1 - -T2 - — _ — _ 11L4X6 R -T- W 11 W a) (a) �v cn of fa N o N/ W a) 4 W1 W14 - =3X6 (a) a) W3 8 W9 W11 ) ui W1 W2 ) 00 60 (8X1D 1 B5 1112X4 1I 1115 81 B2 — = 4 III2X4 B3 1113X5 _ 1113X6 • B6 7I1 33'6-3/4" F 1 T2" 3'1-1 /2" { R=2518# U=540# RL=127/-124# W=6" R=2494# U=439# W=6". (Rigid Surface) (Rigid Surface) DESC. = A6 PLT. TYP: WAVE DESIGN CRIr-FeC2D17RESM2014 QTY= 1 TOTAL= 1 '•IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. °9cru ,I11ty'7� "' i LvitiiJJ . /"S' ;�• tr tR••ss •nnUSS 'u AI —I i i�l�. Trusses require extreme care In fabricating, handling, shipping, Installing and bradng. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sermons B3, B7 or 810, as applicable. Apply plates to each fern of truss and position as shown above and on the Joint Details, unless noted otherwise. Referto drawings 16OA•Z for standard plate positions. x ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation d bracing of trusses. A oval on this drawing or cover page listing this drawing, Indicates acceptance of professlonsl englnsedng responsibility solely for the design shown. The sultabigty and use olthle drewing for any structure Is the responsibility of the Building Designer per ANSVTPI t Seo.2. For more Information see this job's general notes page and these web sites: ITWBCG:www.itwbcg.mm;TPI:www.tpinsLorg;WrCA:www.sbcindustry.com;ICC:wwwlasafe.org TELt (950 975-3384' 'HA T FbKH 16tfi gRACE IR d MACH,FL'33064 REV. 17.02.02A.1213.20 SEQ = 40894 SCALE=0.1250 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG CM O/A LEN. 640508 DUR.FAC. 1.25 JOB #: 191-18O44 SPACING 24.0" TYPE SPEC ib:(19HSO44) /A7 Top chord 2x6 SP SS Bot chord 2x6 SP SS :B6 2x4 SP #2 IN: Webs 2x4 SP #3 :W1, W2, W5, W7 2x4 SP #1 Dense: :W11 2x4 SP #2 N: :Lt Bearing Leg 2x8 SP SS: End verticals not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 47.64 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 23.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. f 24'0-3/4" 5,5" 4'5-1/8" 1 17'3-5/16" _l3'3-5/16"I 12 6.5 12 T III M v c5 =3X6 0 — SX8_ W (a) W1 T3 1117 6(R) T4 T2 8 8 8X8 W6 W W W10 (a) a) a) W3 W2 T5 (a =7XR T5 (ay' (ay' W10 ) Q 4.25 _ X6 — T6 (a W74 W Fto — dr ao -8X,0 i — B5 — I — 11 54'5-1/2" 7i 1/ 3V6-3/4" 1T2" 3'1-1/2" R=2517# U=570# RL=110/-120# W=6" R=2494# U=453# W=6" (Rigid Surface) (Rigid Surface) DESC. = A7 PLT. TYP: WAVE ,�T FLOR A QVAU i TRUSS TEL: (95Q 97!F-3384 FAX,1954j.5t76 tT6 W2Q N.W 16di'T$13i A(M POUWANO REAC i PL 330k. DESIGN CRIT413C2017RESUP0014 Fr"r-2D%(0%Y 0(0) QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI uilding Component Safety Information, by TPI and VVTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have )ropefty attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, ' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss canformance with ANSVTPI 1, or for handling. shipping, Installation & bracing of trusses.A seal on this drawing or cover paps Hating this drawltlg, Indicates acceptance of protesslonal engineering responsibility solely for the sign shown. The suitability and use of this drawing for any structure -Is the responsibltity of the Building Designer per ANSUTPI 1 Sao.4. For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com: TPI: www.tpinst.org; WTCA: www.sbcindustry.cam; ICC: wwwJccsafe.org REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DU R. FAC. 1.25 SPACING 24.0" SEQ = 40885 SCALE=0.1250 I DATE 03-27-2019 1 CM O/A LEN. 540508 JOB #: 19HSO44 TYPE SPEC b:(19HSO44) /AS Top chord 2x6 SP SS Bot chord 2x6 SP SS :B1, B5 2x4 SP#2 N: Webs 2x4 SP #3 :W1, W12 2x4 SP #2 N: :W2 2x4 SP #1 Dense::W9, W15; M2, M3 2x4 SP SS: Filler 2x4 SP #2 N :Lt Bearing Leg 2x8 SP SS: (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See 'WARNING" note below. IIIMW4 T1 CIDT Pn N =3X GD THIS DWG. PREPARED BY TF All plates are 2X4 except as noted. LAYOUT 170 mph wind, 23.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 it from roof edge, RISK CAT II, EXP B, wind TO DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 47.64 ft. from roof edge. 257-1/4" 3'101/ 1. 5'8-13116" 17'11-5/8" 6" 12 6.5 22'6-'3/8" 7wpv�. 21'1-1/8" R=2516# U=598# RL=971-120# W=6" (Rigid Surface) DESC. = A8 PLT. TYP.-WAVE Ui'Jt.riJJl4iL/i1 ALITY TRUSS . - TV- i (9- 975-33" F.AX;(V54).97&S9S0 3120 N.W.-1.61i 7BRRAEM POMPANO RL' LOYt FL 330". DESIGN CRrr-F8C2017RESrrM0l4 F 1RT"20%(01Ly0(0) 11'0-3/8" 293-1/2" 54'5-1/2" QTY= 1 TOTAL= 1 'IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping. Installing end bredng. Refer to and follow the latest edition of SCSI uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shalt provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have rroperiy attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, ' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSIfrPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page Ilating this drawing, Indicates acceptance of professional onginee ing responsibility solely for the sign Mown. The aultablitty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sso2 For more information see this job's general notes page and these web sites: ITWBCG: wwwAwbcg.com; TPI: www.tpinsLorg: WTCA: www.sbdndustry.com; ICC: wwwlccsafe.org 12 Q 4.25 i N � 1T2" 3'1-1/H R=2494# U=466# W=6" (Rigid Surface) REV. 17.02.02A.1213.20 TC LL 20.Opsf TIC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40882 SCALE=0.1250 REF DATE 03-27-2019 CM O/A LEN. 540508 JOB M 19HSO44 TYPE SPEC b:(19HS044) /A9 Top chord 2x6 SP SS :T1, T2 2x8 SP SS: Bot chord 2x6 SP SS :B1, B5 2x4 SP #2 N: Webs 2x4 SP #3 :W1, W11 2x4 SP #2 N: :W2, W14 2x4 SP #1 Dense: Filler 2x4 SP #2 N :Lt Bearing Leg 2x8 SP SS: 170 mph wind, 23.69 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ftfrom roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 End verticals not exposed to wind pressure. Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 1 located at 0.09 All plates are 2X4 except as noted. BY TRUSS MFR. ("7 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.27" due to live load and 0.74" due to dead load at X = 23-3-6. MWFRS loads based on trusses located at least 47.38 ft. from roof edge. FV2" 25'11-11/16" 2'41/1G"� 7'0-1/2" '1 1T11-114" �{ 6.5 T3 " II17 6(R) T2 o5X& �8X8 m3X4 :8XDZU 8 T4 116X8 TS _ T6 _ 8 W�V 11 - (a) a) a) ) (z)Nl1 (ayV1 ) (ayV1 W6 W8 W16 fo =3X6 W13 W13 v m I- M �. EEM � viz= B2 — B3 — =10xio64 — tT B2 B5 1113X6 81 F 22'6-3/8" 11'0-3/8" �} 20'3-1/2" . 71llfl1 " 211-1/8" R=2522# U=573# RL=88/-129# W=6" (Rigid Surface) DESC. = A9 PLT. TYP: WAVE DESIGN �T FLORMA �iVt'IJ:.rilY TRUSS TELif(950 975=3384 FAX; (954) 9794980 aizurF.w 1btiiTmmcE`. PIDAVANO Eli' - CFI, M 33864. 54'5-1/2" QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have xoperiy attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Ifer to drawings 160A-Z for standard plate positions. n W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Ira tallation & bracing of busses. Ascalon this drawing or cover page listing this drawing. Irdlates acceptance of professional engineedng responsibl0tysoley, for the sign shown. The sultablUy and use of this drawing for any structure Is the mponslbliltyofthe Building Designer perANSIRPI 1 SecZ For more Information see this Job's general notes page and these web allies: ITWBCG: www.itwbog.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.1cosafe.org 1T2" R=2544# U=462# W=6" (Rigid Surface) 0 REV. 17.02.02A.1213.20 SEQ = 40850 SCALE=0.1250 TC ILL TC DL BC DL BC ILL TOT.LD. 20.Opsf 15.Opsf 10.0pSf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG CM 01A LEN. 640508 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE SPEC b:(19HSO44) /A10 Top chord 2x6 SP SS .T1, T2 2x8 SP SS: Bot chord 2x6 SP SS :B1, B6 2x4 SP #2 N: Webs 2x4 SP #3 :W1, W10 2x4 SP #2 N: .W2, W13 2x4 SP #1 Dense::M2, M3 2x4 SP SS: Filler 2x4 SP #2 N :Lt Bearing Leg 2xB SP SS: 170 mph wind, 23.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 End verticals not exposed to wind pressure. Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 1 located at 0.00' All plates are 2X4 except as noted. ("q 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads -and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.29" due to live load and 0.78" due to dead load at X = 23-3-6. MWFRS loads based on trusses located at least 46.66 ft. from roof edge. F'2" 2V11-11/16" 4-1/ 1G'�- 8'4-1/2" 167-3/16" 6.5 T3 1117 6(R) T2 �8X8 =X6@ =inxio =21X4 ,8 8 T4 — 10 I6X8 T5 — T6 8 Cl) (a) (a) a) ) (a — =3X6 ) W6 W2 (a) W1 (�vv1 (�1 W15T 71 W12 W12 ;o ) is i � — B2 =no B3 — 17 B4 — =B5 =6X6 — c IUAlu 86 013X6 B1 t` 22'6-3/8" 11'0.3/8" 20'31/2" 711/,6"-1/p" R=2522# U=571# RL=102/-153# W=6" (Rigid Surface) DESC. = Al PLT. TYP: WAVE DESIGN CRn=FBC3117RESfrK2D14 „ P=RMA QLiA11Ti TRUSS TEL'z (950 975-3384 FAX; (954) 084W80 3120 N W. 16t1i'TERRACE FOAVANO REACHEL 1: 064. 54'5-1/2" 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have xoperty attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 'or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details• unless noted otherwise. tier to drawings 16OA-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or aver pegs Holing this drawing, Indicates acceptance of professional engineering rosponslhltlty solely for the sign shown. The sultablilty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 18602, For more Information sea this job's general notes page and these web sites: ITWBCG:www.itwbcg.mm;TPI:www.tpinstorg;WTCA: wwwsbdndustry.com; [CC: wwwkwafe.org - 17'2" 3'1-1261 R=2544# U=430# W=6" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40878 SCALE=0.1250 TC LL TC DL BC DL BC LL TOT.LD. 20..Opsf 15.0psf 10.0psf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG CM O/A LEN. 540508 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS Bot chord 2x6 SP SS :131, B4, B6 2x4 SP #2 N: Webs 2x4 SP #3 :W1 2x4 SP #2 N: :W2, W13 2x4 SP #1 Dense::W9, WID, W14 2x4 SP SS: :Lt Bearing Leg 2x6 SP SS: End verticals not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 rive and L1240 total load. Creep Increase factor for dead load is 2.00. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. All plates are 2X4 except as noted. 170 mph wind, 22.98 ft mean hgl, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.31" due to live load and 0.84" due to dead load at X = 29-5-12. MWFRS loads based on trusses located at least 45.95 ft. from roof edge. 257-1/4" 3'10-1/2" 9'8-3/16" 163-1/2" 12 6.5 T3 1117 6(R) III T1 — T — RXR m3X4@ -8X8 -T4— — -- — - 9 W W4 W W T5 N ) a) (a) (a) aE3X10 m5im T =3X6 W5 W2 (a) W1a) W12 (01 I (01 W14 g LW�l2 `ao _ in ) rn 1 EE'8'X8 B3 — 1r B2 m3X10 — Be =0 B5 t�5Ni -L M5X6 B1 82 EE'lu lu 84 B6 1113X6 54'5 1/2" 7 V "1/(1" 1 r 21'1-1/8" 11'0-318" 1T2" 3'1-1/2" I R=2569# U=592# RL=129/--177# W=6" R=2544# U=403# W=6" (Rigid Surface) (Rigid Surface) DESC. = Al SEQ = 40861 PLT. TYP: WAVE DESIGN CRIT"FBC2017RESrrM0I4FT/RTQW0%y0(0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1250 "WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, DATE 03-27-2019 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI , TC DL 15.Opsf (Building Component Safety Information, by TPI and yVTCA) for salary practices prior to performing these functions. Installers shall provide DRWG rA, FLORMBC temporary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have DL 1 O.Or1$f .,QUAY 7Z'•Y MUSS a property attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. BC LL r O.O pSf CM ITN Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss in—formance with ANSVTP11, or for handling, shipping, Installation & bracing of trusses. TOT.LD. 45.Opsf O/A LEN. 540508 TLrLr'(954) 975-3384 FAX. (954) W84980 A seal on this drawing or cover papa 6eting this drawing. Indicates acceptance of professional engineering responsibility solely for the doeignshown. The suitabiglyand use ofthis drawing for any structure Isthe responsibility ofthe BulldingDesigner per ANSUTPIISea2 DUR.FAC. 1.25 JOB #:19HSO44 3I28-NJV. I61]i"TERRACE EUMPANOB13rsCliyi'L33064, For more Information see lNsjob's general notes page and these web sites: ITWBCG:www.Itwbcg.com;TPl:www.tpinstorg;WTCA:www.sbcindustry.com;]CC:wwwJccsafe.org SPACING 24.0" TYPE SPEC Top chord 2x6 SP SS Bot chord 2x6 SP SS :B6 2x4 SP #2 N: Webs 2x4 SP #3 :W1, W2, W6, W7 2x4 SP #2 N: :WI 1, WI 2x4 SP #1 Dense: :Lt Bearing Leg 2x8 SP SS: End verticals not exposed to wind pressure. (b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6' oc. (c) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Calculated vertical deflection is 0.38" due to live load and 2.07" due to dead load at X = 514-0. MWFRS loads based on trusses located at least 45.25 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 22.62 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. k Calculated horizontal defection is 0.18" due to live load and 0.24" due to dead load. ' `' (a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "'f" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. tt Bottom chord checked for 10.00 psf non -concurrent live load. Defection meets LJ360 live and U240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 24'0-3/4" 5'5" --�— 10'11-15116" 13'11-13116' —� 12 6.5 T3 II__1tK N v a) W3 b) W3 (a) W (a WS N/6R!jU T5 8 =3X6 (a) (c) T W1 W2 a) W2 W3 W4 (c) =8X10 w12 �i B4 cES l 54'5-U2" B6 711/r3" 32'6-3/4" 1,� 1 T2" 2' 10 3- f R=2568# U=557# RL=129/-174# W=6" R=2544# U=31177# W=6" (Rigid Surface) (Rigid Surface) DESC. = Al PLT. TYP. WAVE y Jl` �r �r OR MA .Q6it71.0 1 lR ITS TEL`i.(954) 975-3384 'FAX. (754j.9Z*3980 3120 N %V.-16th'TERRACM` FOBdPANO REACH, OL33W DESIGN CRn=F8C2017RESRPI-2014 QTY=1 TOTAL=1 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10. as applicable. Apply plates to each lace of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from lids drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. Asesl on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibltity solely for the design shown. The suitoblily, and use of this dmvdng for any structure Is hie responsibility ofthe Bulldlrtg Designer per ANSVMl 1 Seo.2 For more information see this Job's general notes page and these web sites: ITWBCG: wwwJtwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndtmtry.com; ICC: wwwJccsafe.og REV. 17.02.02A.1213.20 SEQ = 41028 SCALE=0.1250 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG CM O/A LEN. U0508 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC b:(19HSO44) /A13 Top chord 2x6 SP SS Bot chord 2x6 SP SS :B5 2x4 SP #2 N: Webs 2x4 SP #3 :W2, W3, W5, W7, W10 2x4 SP #2 N: :W6, W14 2x4 SP #1 Dense: Filler 2x4 SP #2 N :Lt Bearing Leg 2x6 SP SS: Calculated horizontal deflection is 0.23" due to live load and 0.31" due to dead load. Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 22.27 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 It from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. �a End verticals not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. - Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.48" due to live load and 1.29" due to dead load at X = 29-5-12. MWFRS loads based on lasses located at least 44.54 ft. from roof edge. 22'6-5/16" 6'11-7/16" 12'3-5/8" 12'8-1/8" —� 12 6.5 1117)(6(R) 77 T3 g T4 -T- T ---a 10 "5X6 or c) - — - — W7 w a) a ///8X10(SRS)(R) T5 rb =3X6 W1 1 a) a Wi- )yy9 (a) 3 T (a) a W3 W15 1 W14 W77 W2 =8X12 a io a) Ea8X10 = 13 B1 _ v -� o =8X14 82 Cl) 85 1113X6 21'11-314" 117 120'3-1/2" 54'5-1/2" 7 �1/ate_ 15'0-1/4" f 1 i �— 6'9" —�{� 4'10" 17'2" 2'10� 118-1/4" ' 1/2"I '1 3-)/2" 11344# R=2569# U=532# RL=182/-225# W=6" (Rigid Surface) R=2544# U= W=6" (Rigid Surface) DESC. = Al PLT.TYP: WAVE DESIGN CRrr-FBC20I7RESRP47D14Fr/RT-20%(O%YDID) QTY=1 TOTAL=1 REV. 17.02.02A.1213.20 "WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWING] **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 20.Opsf pl 9°*�t��rr »PtfT1 - LORMA' . Q•O �y lr 1rr*..aT •rillUSS ta.a.ii i 1ilV Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPI and WTCA) for safety practices prior to performing these functions. Installers shall provide aeprope� attached bracing rigid wiling. Locationr BCSI. Unless s shown for peen nent laterchord shall al resve traintrly attached ofwebs shall havveebraarq Installed pthing and er SCSI Seecttom M�sns B3. B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. TIC DL BC DL BC LL 15.Opsf 10.Opsf O.O Sf p ITIV Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSUTPI 1, or for handling, shipping, Installation & bracing of lasses. A seat on this drewing or cover papa listing this drawing, Indicates acceptance of profasslonel engineering responsibility solely for the design shown. The suitability and use This drawing for any structure Is the responsibility ofthe Building Das gnsr psrANSVTPI 1 Sac2. For twbcg.(om:TPI: seettpinsL rge TCA:www.sgeadusvy. om;]C :w ITWBCG: www.ihvbcg.com; TPI: www.tp(nstorg; WiCA: www.sbdndustry.com; ICC: wwwJasale.org TOT.LD. 45.0pSf TLLr (954) 975-33>#• TEL i95Q 97&-3384 VAX, r.16Dt g CE POMPANO "A FL33064, �i DUR.FAC. 1.25 SPACING 24.0" SEQ = 41058 SCALE=0.1250 REF DATE 03-27-2019 DRWG CM O/A LEN. 540508 JOB #: 19HSO44 TYPE SPEC b:(19HSO44) /A14 Top chord 2x5 SP SS Bot chord 2x6 SP SS :81, B3, B8 2x4 SP #2 N: Webs 2x4 SP #3 :W2, W6, W7, W9, W12 2x4 SP #2 N: :W8, W11. W15, W17 2x4 SP #1 Dense: Filler 2x4 SP #3 :Lt Bearing Leg 2x8 SP SS: Calculated horizontal deflection is 0.19" due to live load and 0.26" due to'dead load. Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 11 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. All plates are 2X4 except as noted. 170 mph wind, 21.91 it mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 it from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. t Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.5B" due to live load and 1.65" due to dead load at X = 38-2-0. MWFRS loads based on trusses located at least 43.83 ft. from roof edge. i' 20'11-13/16" i8'5-7/8" i 137-5/16" 11'4-7/16" - 12 6.5 1117) 6(R) T3 T2 T4 8 8 12 �5X6 (a) — -W7 W1 -- W1 W4 (a (a) W11 =8X12 =8X10 = 1 =8X14 to 3X510 B4 �- =3X4 B3 — 21'11-3/4" 117" - �{► 54'5-1/2" 7�1 1 1z' -i i I B-I 133 U — 6'9" --E-- 4'10" f1� f1i R=2569# U=500# RL=208/-249# W=6" (Rigid Surface) DESC. = A14 PLT. TYP: WAVE FLORMA QUALITY TRUSS TE,L:.(9S 975-3384 FA1:'.(9S4) 978-9980 16th TEBR:ACE . POMPANO WMCE�`FL 31W DESIGN CRIT=FBC2017RESfrPl 7Ml4 QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI ullding Component Safety Information, by TPI and VVrCA) for safety practices prior to performing these functions. Installers "shall provide nporary bracing per SCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have 3roperiy attached rigid ceiling. Localions shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, ' or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. rfer to drawings 160A-2 for standard plate positions. ITW Building Components Group Inc, shall not be responsible for any devlallon from this drawing, any failure to build the truss conformance with ANSVIPI 1, or for handling, shipping, Installation & bracing of trusses. A Seaton this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solsly for the sign shown. The suitability and use ofthle drawing for any structure Is the responsibility ofthe Building Designer per ANSUTPI 1 Seo.2. For more information see this Job's general notes page and these web sites: ITWBCG: www1twbog.cem; TPI: www.tpinsLorg; WTCA: wwwsbdndustry.com; [CC: wwwJccsafe.org H1314 _ - —X10v - - - - =_ 10 W T T , Wig 3S-314' 87 88 013X6 74 i L 20'3-1/2" 1 T2^ 2'10 3-42" R=2544# U=313# W=6" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 41046 SCALE=0.1250 . TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.OPSf 1 O.Opsf O.Opsf 45.Opsf REF DATE 03-27-201E DRWG CM O/A LEN. 540508 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC ib:(191-113O44) /A15 Top chord 2x6 SP SS Bot chord 2x6 SP SS 31, 83 2x4 SP #2 N: Webs 2x4 SP #3 :W1, W2, W5, W6, W8, W14 2x4 SP #2 N::W9, W15, W21 2x4 SP #1 Dense: :Lt Bearing Leg 2x8 SP SS: End verticals not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and 1-1240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 19'5-3/8" 10'0-3/8" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 21.56 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.11" due to live load and 0.15" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.53" due to live load and 1.42" due to dead load at X = 19-3-8. MIWFRS loads based on trusses located at least 43.12 ft. from roof edge. 14'11" 10'0-3/4" 12 6.5 =8 C12 T3 T4 T2 \\16X10(SRS)(R W1 zzi8X8 = T1 = a) M W13- -- - — - — T5 --- - - —-- 21 =3X6 a) W16 �nI (aJ 1 8 T6 a) W4 /l/6X10(SRS)(R) = 10 W2 a) �12X14 -8X10 a T W16(a) W() W2 W2 201 W W 31-11a Fo W1 (a) W14 _ =12X14 �' =3X4 t 1 B2) -9X4 B4 , B6Rik —6 = B7 — BB 1113X1AZV i I — _ 54'5-1 /2" 7p11 I� 1�-- 12' —f1 i 6-I 133 1/2" f 30110-1/2„ F1i F1i F1� R=2570# U=454# RL=211/-250# W=6" R=2544# U=282# W=6" (Rigid Surface) (Rigid Surface) DESC. = Al SEQ = 41068 PLT. TYP: WAVE DESIGN CRrr"F8C2017RESlrPI-2o1/FART-2a%(0%y0(a) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1250 _ - - I 1�7r bY�n '1`s+O11i.1rJr1pA-YTc� K.v�T mTjss "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide aepr p dy attached rigid calling.er SCSI. nless Locations shown for permanent lateral eschord shall have traintefo webs shell haveural sheathing and bra bracing Installeder SCSI settom erd ctions shall have of truss and position as shown above and on the Joint Details, unless noted otherwise. ReferB16.to a s appings icable.platesndard to plate positions. face for Apply INN Building Components Group Inc. shall not be responsible for any deviation from this drawing, arty failure to build the buss in conformance with ANSUTPI 1, or for handling, shipping, installation 6 bracing of trusses. AsedontNedrawing orcover page listing this drawing, Indicatesacceptanceofprofessional engineering responsibilrysolely for the deelgnshown.ThesulhblgtyanduseofthisdrawingforanystructureIstheeeponddityoftheBulidingDesignerperANSVTP11Socz For more .com: tionsee .tpins job's orgeneral CA:wspageandiheseweb m;ICCes: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; MCA: www.sbdrtdusby.com; ICC: wwwJccsale.org TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.0pSf REF DATE 03-27-2019 DRWG CM O/A LEN. 540508 i'iI;: (95+1) 9?5-338¢ FEL.(9-'%975-3394 '3I7AN.(954)W. iZBR8AG� POMPANOIBEAA VL33U&t e DUR.FAC. 1.25 JOB#:19HSO44 SPACING 24.0" TYPE SPEC Top chord 2x6 SP SS Bot chord 2x6 SP SS :B1, B3 2x4 SP #2 N: Webs 2x4 SP #3 :W4, W6 2x4 SP SS: :W5, W10, W19 2x4 SP #2 N: Filler 2x4 SP #2 N :Lt Bearing Leg 2x8 SP SS: All plates are 2X4 except as noted. Special loads - -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 148 plf at 0.00 to 148 pit at 7.83 TC: From 74 plf at 7.83 to 74 plf at 54A6 BC: From 20 pit at 0.60 to 20 plf at 54A6 170 mph wind, 21.21 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design Calculated horizontal deflection is 0.15" due to live load and 0.20" due to dead load. (a) #3 or better scab reinforcement Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" oc. Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.43" due to live load and 1.11" due to dead load at X=16-7-8. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. MWFRS loads based on trusses located at least 42AI ft. from roof edge. DESC. = A16 PLT. TYP: WAVE DESIGN F�.OR:�llA QUAY ITY TRUSS TEL: (954) 97S=3384 FAX, 1[950 97ti-8980 3120-N NX 160i TERRACE . 1'It k"Atd0 DISACHi- F'L331111" !1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nail Scheduie:0.128"x3", min, nails Top Chord: 1 Row @12.Ob" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 1, 1 Right end vertical not exposed to wind pressure: Deflection meets L/360 live and 1_/240 total load. Creep increase factor for dead load is 2.00. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. T10" it 9'9-7116" 11'6-13/16" 16'2-11/16" -- +— 8'9-1/16" 12 6.5 F7' _ =210 W1 0 =3X4 B2 =3X4 B7 3,8" �— 15'0-1/4" 362" 3 54'5-1/2" 7 1 — 12' 11 f? 6� 11 30'10-1/2" 11I F�1/2" R=3105# U=828# RL=238/-275# W=6" (Rigid Surface) 1 PLIES= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bradng. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Instaties shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, W or B70, as applicable. Apply plates to each fete of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for arty deviation from this drawing, any failure to build the truss In conformance with ANSIrfPI 1, or for handling, shipping, installation 8 bracing of busses. A sea] on this drawing or cover paps listing this drawing, Indlates acceptance of professional anginoering responsibility solely for the design shown. The sultabiilty and use of this drawing for any structure Is the respasiblilty of the Bulldlrg Designer per ANSMI f Ser 2. For more information sae this Job's general notes page and these web sites: ITWBCG: www.itwbcn.00m: TPI: www.tpinsLcm: WTCA: wwwsbdndushy.cam: ICC: wwwlcesafe.om REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.0psf BC DL 10,Opsf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" 74.3114" I 4'&3f4" 1 R=2589# U=602# W=6" (Rigid Surface) SEQ = 41106 SCALE=0.0954 REF DATE 03-27-2019 DRWG CM 0/A LEN. 540508 JOB #: 19HSO44 TYPE SPEC b:(19HS044) /A17 Top chord 24 SP SS Bot chord 2x6 SP SS :B2, B4 2x4 SP #2 N: Webs 2x4 SP #3 :W2, W7 2x4 SP #1 Dense: :W11 2x6 SP SS::W23 2x4 SP #2 N: Filler 2x4 SP #2 N :Rt Bearing Leg 2x8 SP SS: All plates are 2X4 except as noted. Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 73 plf at 0.00 to 73 plf at 19.04 TC: From 74 plf at 19.04 to 74 pif at 24.17 TC: From 73 plf at 24.17 to 73 plf at 40.12 TC: From 74 ptf at 40.12 to 74 plf at 49.68 TC: From 147 plf at 49.68 to 147 plf at 50.64 TC: From 145 plf at 50.64 to 145 plf at 57.12 BC: From 20 plf at 0.00 to 20 pif at 56.52 170 mph wind,18.12 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 pall, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design Left cantilever is exposed to wind Calculated horfzontal.deflection is 0.20" due to live load and 0.27" due to dead load. Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based.on trusses located at least 36.24 ft, from roof edge. DESC. = A17 PLT. TYP: WAVE DESIGN 'JL i.rViWl11' QUALITY TRUSS TEE; (950 975=3384 FAX.(454)-97&8Q80 _43 28 N.W. 1i TERRACE . Y'ONWANO WAMi NL 33064 THIS DWG. PREPARED BY THE ALPINE JO 2 Complete Trusses Required Nail dule:0.12 min. nails Chord: @12. Top Chotd:l Row @12.00" o.c. Bot Chord: 1 Row @12.00" D.C. Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails In each row to avoid splitting. 0 Ris (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use puriins to brace all flat TC @ 24" oc. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. �- �� _{ 51�/ 8'6" 196-7/16" - 15'11-5/16" 6'5 13/16" 2 6.5 [�7- T4 - 12 5 O. T3 - CB T1 Es- s8 1 W1 T5 1 go3X4 =8X8 W1 W15 --8X12(SRS) T6 N=4X5(A1 -3X4 _ =10X70 ) (R) 1 01�0 :err=3X5 W2 _ _ W =8X10 B6 W17 WW2 3X6 W23 it 1 1 m3X4 En B3 m3X4 B5 B1 B2 64 - MUEEibAb BS - 5 3,8" B7 �- 18'3-1/2" + }� 34'6-3/4" I�'6" } 54'7-1/2" 3'3 1/4111 I� 12 r 2'8^ r r 1- -�I I I- "I I IF- 6'4" -� 20-11-1/4" -{ f R=2804# U=667# RL=206/-190# W=8" (Rigid Surf=1 PLIES= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI Witting Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have rroperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 'or BID, as applicable. Apply plates to each face o1 buss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA•Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSYMI 1, or for handling, shipping, installation & bracing of trusses. A seat on this drawing or cover page gating this drawing, Indicates acceptance of pralessonat engineering responsibility solely for the sign shown. The adtablllty and use of thls dmwing for any structure Is the tesponatbltity of the Building Des gner per ANSUTPI 1 Sec.2 For more Information see this job's general notes page and these web sites: ITwBCG: www.itwbcg.wm; TPI: www.tpinsLorg; WTCA: www.sbdndmtry.com; [CC: wwwlasafe.org 57'1-1/2" R=30 1841 6" REV. 17.02.02A.1213.20 (RI I et=0.0909 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG CM O/A LEN. 570108 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC T i Job:(19HSO44) IA18 THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS)SUBMITTED BY TRUSS Top chord 2x6 SP SS 2 Complete Trusses Required Bot chord 2x6 SP SS Webs 2x4 SP #3 :W4 2x4 SP #2 N::W5 2x6 SP SS: :M M5, M6 SP SS: Filler 2x4 SPP #3 NailSchedule:0.128"x33", min. nails Top Chordal Row @12.00" o.c. All plates are 2X4 except as noted. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Special loads Use equal spacing between rows and stagger nails -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) in each row to avoid splitting. TC: From 73 plf at 0.00 to 73 pit at 6.50 TC: From 36 plf at 6.50 to 36 Off at 11.44 Wind loads and reactions based on MWFRS. TC: From 73 plf at 11.to 73 plf at . 50 . TC: From 74 plf at 17.50 to 74 plf at 2424.17 Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load. TC: From 73 pi( at 40.12 to 73 plf at 59.12 TC: From 74 pit at 40.12 to 74 plf at 59.79 79 Lateral[ brace BC al 24" oc in lieu of rigid ceiling. Lateral[ brace BC above filler at 24" oc. y 9 g• y BC: From 20 plf at .0 to 20 plf at 6.50Deflection BC: From 10 pH at 66.550 to 10 plf at 11.85 1.8 meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. BC: From 20 plf at 11.85 to 20 plf at 59.79 TC:139.47 lb Conc. Load at 6.50 TC: 96.56 lb Conc. Load at 7.56, 9.56 BC: 5.33 lb Conc. Load at 6.50 BC: 30.59 lb Conc. Load at 7.56, 9.56 BC: 1172.82 lb Conc. Load at 11.44 170 mph wind, 15.95 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use puffins to brace all flat TC @ 24" oc. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during hand[! g, shipping 6-8-1/16" and installation of trusses. See "WARNING" note below. 6'6" 15'11-5/16" 19'8-1/16" +l 12 12 6.5 T4 U17) _ = C10 O T2_ W6 W1 -T5 -- _ T1 -6 _ 8 g4X6 W 4 4 W5 �7M cov.'t =4 2§(A1 i� 1 = _ _ =8X8 8 W1 T6 81 H0310 B2 M34= 83 W12 'I3X5 DESC. = Al PLT. TYP: WAVE DESIGN FLOY2iDA 9_vA1xz-TRvss TE .i (9-4Q 975-3384 FAX! 054).978-8980. : 3I20 NM 1611s'PBRRACE . POMPANO WACH,19L 33064. 3 I-H- ] 155-1/4"-W" h 6" 54'9-1 /2" 2 6H 12' - i 163-1/2" -�1 24'2-1/2" -� R=3922# U=883# W=8" (Rigid Surface) QTY= 1 PLIES= 2 TOTAL= 2 "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling. shipping, Installing and bracing. Refer to and follow the latest edition of BCSI uiiding Component Safety Information, by TPI and MCA) for safety practices prior to pedomdng these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have 3ropedy attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, ' or B10, as eppticeble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. )far to drawings 160XZ for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI I, or for handling, shipping, installation 8 bradng of trusses. A oval an this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The sultabl lily and use of tide drawing for any structure Is the responsibility of the Bullding Designer per ANSVTPI 1 Ss%Z For more Information see this Job's general notes page and these web rites: ITWBCG: www.ilwbcg.am; TPI: www.tpinst.org; MCA: www.sbdridtistry.com; ICC: wwwJccsafe.org 59'9-1/2" MFR. R=2996# U=684# W=8" (Rigid Surface) SEQ = 41176 REV. _17.02.02A.1213.20 SCALE=0.0868 TC LL 20.Opsf REF TC DL 15.Opsf DATE 03-27-2019 BC DL 10.Opsf DRWG BC LL O.Opsf CM TOT.LD. 45.0psf O/A LEN. 590908 DURYAC. 1.25 JOB M 19HS044 SPACING 24.0" TYPE COMN Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2 2x4 SP #1 Dense: :W8, W10 2x4 SP 92 N: (J) Hanger Support Required, by others (b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 20.54 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 41.08 ft. from roof edge. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping Provide hanger or special connection at left end of truss for 2237 lbs. and Installation of trusses. See "WARNING" note below. �— 4'5 9/16"— 11'2-1/2" 5' 2'5 3/4+}�- 4'2-9/16" 18'5-7/8" '2 �5/A 11 48'1-1/2" R=2237# U=228# RL=204/-140# H=H1 R=2223# U=418# W=6" (Rigid Surface) DESC. = Al SEQ = 40969 PLT. TYP. WAVE DESIGN CRIT=FSC2017RESMI-2014FT/RT=ww(ovsvDID) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1667 "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20.OpSf REF DATE 03-27-2019 da , a " �Y r1 'j LORMA. 1�fr�t>•fR .XjSS tiLii i V Trusses require extreme care in fabricating, handling, shipping, Instating end bmdng. Refer to and follow the latest edition 6f SCSI a (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per SCSI sections B3, B7 or 8rs 10, as applicable. Apply plates to each taof truss and position as shown above end on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. strait not be responsible for any deviation from this drawing, any failure to build the in= in conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Aso I on this drawing or cover page Il%Vng this drawing, Indicates acceptance of professional engineedng responsibility solely for the designshown. The suitability and use of this dmvdngfor any sWctun[sthe responsibility oftheBulldlrgDesigner per ANSVTP11Soo2 ITWBCG:wwwAwbcgcom;TPlFor more nwww ee thisnsto geWiCA:neral wwwsbcinduse and �esom;]Ce web :w _ cg. tW g; try.com;ICC:wwwJ«sefe.og TC DL 15.Opsf BC DL 10.0psf O.On$f BC LL r- A TOT.LD. 45.Opsf DRWG O/A LEN. 480108 E TEI,:.(954j 97$-3384 FAX: (954).97&8980 3IFAX, it.l6fti8 TERRACE POMPANO REACFP-iFL33064. DUR.FAC. 1.25 JOB 19HSO44 SPACING 24.0" ITYPE COMN Top chord 2x6 SP SS :T1 2x4 SP #2 N: Bot chord 2x6 SP SS Webs 2x4 SP #3 .W1 2x6 SP SS: All plates are 2X4 except as noted. Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC: From 4 pif at 0.00 to 4 plf at 4.50 TC: From 74 pif at 4.50 to 74 ptf at 52.28 TC: From 70 ptf at 52.28 to 70 pg at 52.62 BC: From 20 plf at 0.00 to 20 plf at 52.62 TC: 532.93 lb Conc. Load at 0.56, 2.56 TC: 1715.24lb Conc. Load at 4.44 (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"x3",min.)natls @ 6" oc. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing THIS DWG. PREPARED BY THE ALPINE JO 2 Complete Trusses Required MFR'S LAYOUT Nail Chordule:0.12 @12. min. nails / t Top Chord: 1 Raw @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 170 mph wind, 18.14 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Calculated horizontal deflection is 0.12" due to live load and 0.16" due to dead load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. WARNING: Fumish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. I 34'4-3/4" 4'6" } 13'8-3/4" �}3 11-5116"� 30'1-5/16" 4-1/16" T4 _ T5 _ _ T6 12 T3 g3X6 6.5 W8 W1 W1 W1 a) W14 0 a �7X6 10 W12 W13 W71ID d a, T1O T2 W4 T m W3= 5X 1 N B1 014XB(R) 83 B4 v W W2 W T 21 31C 52'7-1/2" 1- 16'5-1/2" — 1 34'10-1/2" R=4779# U=831# W=8" (Rigid Surface) DESC. = A20 PLT. TYP.-WAVE DESIGN CRIWEIC2017RESRPM4FTIRT"2Mo%yo(o) QTY= 1 PLIES= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Instating and bracing. Refer to and follow the latest edition of BCSI _j (Building Component Safety Information, by Tot and WTCA) for safety practices prior to performing these functions. Installers shag provide 9G�rr OjjWA 1 it 1�.iL temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have Qr1�y Y �rrnr ty^ MlUSS a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or BID. as appficabIa. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. V17iLi / / 1A�J Refer to drawings 160A-Z for standard plate positions. ITW building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss _ TEL-;(954) 99,5=33tt4 In conformance with ANSVTPI 1, or for handling, shipping. Installation 8 bracing of trusses.FA X: (954) 978 8980 A sail on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the 3I2(t N.W.-161h TERRACE 3120 N.WU C design shown. The suitability and use of this drawing for any structurs Is the responsibility ofthe Building Designer perANSVTPI 1 Sea2. JP AEAI_H R E* ( r For more information see this Job's general notes page and these web sites: ITIIVBCG: wwwAwbcg.com; TPI: www.tpinstorg; MCA: www.sbcindustry.cam; ICC: wwwJocsafe.org R=2637# U=631# W=6" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 41160 SCALE=0.1250 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 520708 DUR.FAC. 1.25 JOB #: 19FISO44 SPACING 24.0" TYPE COMN b:(19HSO44) /A21 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2, W5 2x4 SP #2 N: Left Cantilever is exposed to wind Calculated horizontal deflection is 0.14" due to rive load and 0.20" due to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are BX8 except as noted. 170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use pudins to brace all flat TC (r3 24" oc. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 31.91 ft. from roof edge. f 11/16" ' 1'4-5/,6" 18'1-3/4" 18'8" 5' 10'11-5/16" —�T �7 T3 T4 - T5 = X8 O T8 T2 /T6 = 4 12 W1 ) W13 W1 W1 a) - 13� - - - B:S— - _(aW1 ) _ W15 - m 6 2 14 °' N (a) W4 - rn T1 b W3 =8X1 (a) IH2X4 = e = B3 02 B4 1115X10(R)t 05X6 (a) a ) W8 II1 4X5(A1 W2 � :Eirr _ 1114X6 _*AtjEEiI5A10 g2 13X6 6° 81)527-1/2" f 207 34'10-1/2" r 551-1/2" R=2735# U=228# RL=245/-128# W=B" R=2457# U=418# W=6" (Rigid Surface) (Rigid Surface) DESC. = A21 SEQ = 40442 PLT. TYP: WAVE DESIGN CRIT=FBC2017RESRP47014FrIRT-20%(o%M0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1250 ••WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 15.Opsf DATE 03-27-2019 (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide ter tab yryti ♦ temporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have BC DL 1 0.0 n$f DRWG (1 wi�J.e�itfWhnJla'1 QUAL j' a�•� � a property attached dgid ceiling. Locations shown for permanent lateral restralnt ofwebs shall have bracing Installed per BCSI sections B3, Refer toB7 or ldrawiras gs DA-2 for standa d plate positionstes to each face rw� and position as shown above and on the Joint Details, unless noted otherwise. BC LL r 0.0 psf . ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSIffP11, or for handling, shipping, Insolletion 8 bracing of trusses. TOT.LD. 45.Opsf O/A LEN. 560108 - TL+L;' (954) 97Q=33ti4 • FAX-. (954) 978-8984 Aseal on this drawing or cover page Haling this drawing, Indicates acceptance of pprofeedond engineering reeponWdlity, coley for Me deatgn shown. The suitability and use ofthla drawing for any structure Is the responaldilly of the Building Designer perANSUTPI 1 Sec.2 DUR.FAC. 1.25 JOB #: 19HSO44 `3120-N.W.- 1,6Lh TERRACE pgn3YpN6BlACFI,i'Y33U64, For more Information see this Job's general notes page and these web sites: ITWBCG:wwwJtwbcg.cam;TPl:www.tpinsLorg;WTCA:www.sbdndustry.com;[CC:wwwJ=afo.org SPACING 24.0" TYPE MONO ,b:(19HSO44) /A22 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: :W2, W5, W6 2x4 SP #2 N: Calculated horizontal deflection is 0.16" due to live load and 0.21" due to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.33" due to live load and 0.89" due to dead load at X = 22-3-13. MWFRS loads based on trusses located at least 33.26 R from roof edge. All plates are 8X8 except as noted. 170 mph wind,16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. �9 In lieu of structural panels use puriins to brace all flat TC Q 24" Do. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. r 193" 5' 1/—10'11-5/16"— 1 1 1/ " 17'6-9/16" T4 TS _ :7 \16X8 R — 6 T/ 6X8 R O T8 I13 12 T2 Wt W1 al I T 1 W15 N cl (a) W4 W6 m N Ti o W3 m8X10 ) 1112X4 — — — — a) (a) —B3 — — — 84 BS 1115X70(R) T4X8 (a) W2 W W8 rto-a/4w �- - - 1 r R=2476# U=228# RL=220/-118# W=8" (Rigid Surface) DESC. = A22 PLT. TYP: WAVE -FLOPMA RUAMTY TRUSS TELL (954�'97rr3384 VAX: [934978-W80. 3120-r3.W 160iTERRACE POWANO RZAlCEtj #L 33ok DESIGN CRIr"FSC20t7RESrrPI-70t4 FT/RT-20%(0%y0(0) 52'7-1/2" 34'.10-1 /2" QTY= 1 TOTAL= 1 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI ut"'n' Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide .porary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have rropedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 113, 'or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details• unless noted otherwise. der to drawings 16OA-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss oonfonnance wirh ANSNTPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or cover paps Ilating this drawing, Indicates acceptance of professional anginesring responsibility solely Tor the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSUTPI 1 s For more Information see this Jobs general notes page and these web sites: ITWBCG: www.Mvbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: www.iccssfe.org R=2476# U=420# W=6" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40465 SCALE=0.1250 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 520708 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO I Ib:(19HSO44) /A23 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS::W2 2x4 SP #2 N: :W5, W6, W7; W15, W16 2x4 SP #1 Dense: Ali plates are 3X10 except as noted. 170 mph wind, 16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Calculated horizontal deflection is 0.19" due to live load and 0.25" due to dead load. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better'T' reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)na1ls @ 6" oc. (d) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T", reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. (c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better'T' reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. (b) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nais @ 6" oc. Deflection meets U360 live and U240 total load. Creep increase factor for dead load Is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. DESC. = A23 PLT. TYP: WAVE DESIGN QVAIATY TRUSS TEL: (954) 975-3384 FAX: (954).978-8980 3120 r4. W 16t1kTERRAC'E . 1 OWAVO REACHi F'L 33W4. d l� THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.42" due to live load and 1.13" due to dead load at X=17-9-0. MWFRS loads based on trusses located at least 33.26 ft. from roof edge. �— 137 5' 11-1/16" 33l16 " -+�— 10'11-5l16" —+{� 16'2-7/8" 52'7-1/2" i— 1167 ! 34'10-1/2" R=2476# U=191# RL=227/-134# W=8" (Rigid Surface) 1 TOTAL= 1 -IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI ilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide Iporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have roperiy attached rigid ceiling. Locallons shown for permanent lateral restraint olwebs shall have bracing Installed per BCSI sections B3, or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ter to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss onformance with ANSVTPI 1, or for handling, shipping, Installation 6 bracing of trusses. Aseat on this drawing or cover page listing this drawing, Indicates amptance of professional engineering responsibility solely for the ilgnshown. The sultablilty and use of this drawing for say structure Is the responsibility of the BuilclIng Designer per ANSVTP1 1890,2. For more Informadon see this Job's general notes page and these web sites: ITW13CG: www.ilwbog.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: www.icesafe.org REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" R=2476# U=383# W=6" (Rigid Surface) SEQ = 40492 SCALE=0.0987 REF DATE 03-27-2019 O/A LEN. 520708 JOB #: 19HSO44 TYPE MONO b:(19HSO44) /A24 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: :W5, W13 2x4 SP #1 Dense::W6, W7, W8 2x4 SP #2 N: All plates are 3X4 except as noted. (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. 170 mph wind, 16.63 ft mean hgt, ASCE 7-10. CLOSED bidg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Calculated horizontal deflection is 0.21" due to live load and 0.28" due to dead load. (J) Hanger Support Required, by others (b) Continuous lateral restraint equally spaced an member. Or 1x4 #3SRB SPF-S or better"T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.44" due to live load and 1.20" due to dead load at X = 16-2-5. MWFRS loads based on trusses located at least 33.26 ft. from roof edge. Provide hanger or special connection at left end of truss for 2359 lbs. DESC. = A24 PLT. TYP: WAVE FLORMA QUALITY TRUSS TELL (954)'975-3384 'FAX. (950 WS-8?so. 3120 N.W. 161h TERRACE . POMPANO SJiACEtj PL 33W DESIGN CRIT-FBC2017RESrrP42D14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. i 117 i 5' 15'11-1/16" 1 10'11-5/16"{46-718" i —12'5-3/16"—�{ 1T9" R=2359# U=162# RL=2341-148# H=H1 QTY=1 TOTAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme pre in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI uitding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have )roperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133, ' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. fifer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSIfTPI 1, or for handling, shipping, Installation & bracing of trusses. Aseat on the drawing or cover page tteting this drawling, Indicates acceptance of professional engineering responelblfty solely for the sign shown. The sultablilty and use ofthIs drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Seo2, For more information see this Job's general notes page and these web sites: RWBCG: www.ltwbog.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; [CC: wwwJ=afe.org 591-1/2" fi co ob Zo 1 — 324-1/2° REV. 17.02.02A.1213.20 R=2359# U=320# W=6" (Rigid Surface) SEQ = 40507 SCALE=0.1036 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 500108 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: :W2, W8, W11, W12, W16 2x4 SP #2 N::W6 2x4 SP #1 Dense: :Rt Bearing Leg 2x8 SP SS: All plates are 2X4 except as noted. 170 mph wind, 16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psi. GCpi(+/-)=0.18 Calculated horizontal deflection is 0.20" due to live load and 0.28" due to dead load. (J) Hanger Support Required, by others (c) Continuous lateral restraint equally spaced on member. Or 1 x4 #3SRB SPF-S or better "I' reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better'17' reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nals @ 6" oc. (b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"4.5",min.)nals @ 6" oc. In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Calculated vertical deflection is 0.35" due to live load and 0.95" due to dead load at X = 20-5-0. MWFRS loads based on trusses located at least 33.26 ft. from roof edge. Provide lianger or special connection at left end of truss for 2340 lbs. DESC. = A25 PLT. TYP: WAVE QUALITY TRUSS TEL. _(954j 995-3384 'FAX: (954j 08.8988 3I2U AT W 161h TERRACM POt14PAr o BEAC11 FL 33064. DESIGN CRT-F8C2017RESR1`F2D14 FT/RT-2D%(D%)10(0) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (d) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nals @ 6" oc. Deflection meets 1-1360 live and L/240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 1— 93" — 1 V I T11-1/16" 1 10'11-5/16" 5'10-9/16" 1 11'1-1/2" T T818" T T d if m i 1 50'1-1/2" 1915" �}1 }�— 7' �1 211-1/4" R=2340# U=150# RL=241/-165# R=2368# U=297# W=6" H = H1 (Rigid Surface) QTY=1 T0TAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83. E17 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSUTPI 1, or for handling, shipping. Installation 8 bracing of trusses. Aseat on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Daslgnor per ANSVTPI 1 Sec.2. For more Information see this job's genera) notes page and these web sites: ITWBCG: www.ilwbcg.com; TPi: www.tpinstorg; WTCA: wwwsbcindustry.com; ICC: www.iccsafe.org REV. 17.02.02A.1213.20 SEQ = 40513 SCALE=0.1036 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 500108 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC �b:(19HSG44) /A26 Top chord 2x6 SP SS Bol chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: :W2, W15, W16 2x4 SP #2 N::W5 2x4 SP #1 Dense: :Rt Bearing Leg 2x8 SP SS: (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at left end of truss for 2340 lbs. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X6 except as noted. 170 mph wind.16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. In lieu of structural panels use puffins to brace all flat TC @ 24" oc. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 33.26 ft. from roof edge. �— 77 — 5' 9'11-1/16" 10,11-5/16" i - 72-1/4" 9'9-13/16" �{ (a) T4 1112X4Ea7 8(R) T3 T5 . W9 W1 T6 12 T2 a O _ - = T co 6:5—� a ) s6 6 - R - O — - M1 z11-W T1 6 O ) W7 I l W3 W W�a) W10 W10 (a)W1 ) (a) T �5X6 W3 W14 W16 F_ 1.1T_ W1 1 a () wz (a) =8x10 W11 10 =6x6 83 III B1 �8 = 82 I B4 85 f 501-1/2" 21'5" 1 {� 3' --+ 1 } 23'1-1/4" 7 1T R=2340# U=142# RL=248/-181# R=2366# U=270# W=6" H=H1 (Rigid Surface) DESC. = A26 SEQ = 40516 PLT. TYP„-WAVE DESIGN CRIT-FBC2017RES"I.2014FrIRT-20%(0%y((0) QTY=1 T0TAL=1 REV. 17.02.02A.1213.20 SCALE=0.1667 **WARNING]** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DATE 03-27-2019 Trusses require extreme care In fabdee ing, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 15.Opsf (Building Component Safety Information, by TPI and VJTCA) for safety practices prior to performing these functions. Installers shall provide DRWG . OiRM� Yyti temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have BC DL 1 OO $f p rug MSS a property attached rigid calling. iling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. . O.O "��Jtii.dl 1 i1r,V Refer to drawings 160A-Z for standard plate positions. BC LL p $f - - RW Building Components Group Inc. shag not be responsible for any deviation from Ws drawing, any failure to build the truss In conformance with ANSVTPll,orfor handling. shipping, installation& bracing of trusses. TOT.LD. 45.Opsf O/ALEN. 500108 TEL: (95!1) 975-3384 FAX; .(954) 978-8880 3120 P1.W. lklli 'ERRACE A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional snglneedng responsibility solely for the design shown. The suitability use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 SscZ DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" ITYPE SPEC POMPANO .MACH, VL33964. For more Information see this job's general notes page and these web sites: 1TWBCG:www.itwbcg.com;TPl:www.tpinstorg;WTCA:www.sbdndustry.com;ICC:www.i=afe.org Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: :W2, W7, W17. W18 2x4 SP #2 N: :Rt Bearing Leg 2x8 SP SS: (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 2.00 MWFRS loads based on trusses located at least 33.26 ft. from roof edge THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 6X6 except as noted. 170 mph wind,16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING" note below. 1 — 63"—+i V i 1V11-1/16" 1011-5/16" i8'5-15/16" i-8'6-1/8" �{ N 6.5 M ob �5X6 w „1 i 103X10 21'5" R=2340# U=134# RL=256/-197# W=8" (Rigid Surface) III2X4 T3 10 W1 W12 W8 W6 (a) (a) W11 --� 50'1-1/2" DESC. = A27 PLT.TYP: WAVE DESIGN CRIT-FBC7D17RESRPI-2014FTIRT-X%(0%y0(0) QTY= 1 TOTAL= 1 •'WARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide Oy�ti� temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have .ryCy i L 1LLV a propedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133, .,,(�� T.A r Ymv.aT Sp S B7 or B1 D, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. QUAX .L / / Refer to drawings 16OA-Z for standard plate positions. 17W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss ., TEL: (9SQ 9150384 In conformance with ANSViPi 1, or for handling, shipping, Installation 8 bracing of trusses. � . (954i 97$-6980 (9 4) Aseal on this drawing or cover page Ustltfp this drawing, Indicates acceptance of professional engineering responsibility solely for the 3I9A X; TERRACE design shown. The suitability and use ofthis drnving for any structurs Is the responsibility ofths Building Designer perANSI/TPI 1 Seo2 , E.3120 0 PL 330&1, i For more Information see this Job's general notes page and these web sites: ITWBCG:www.1twbcg.com;TPI:www.lpinstorg;WTCA: www.sbcindusby.mm; ]CC: wwwJ=o fe.org T5 (a) T6 2 (a) W1 (a)W7 W16 B5 23'1-1/4" R=2365# U=241# W=6" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40523 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 500108. DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC ,b:(19HSO44) /A28 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W7 2x6 SP SS: :W2, W8 2x4 SP #2 N::W20 2x4 SP #1 Dense: :Rt Bearing Leg 2x8 SP SS: 170 mph wind, 16.63 it mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 It from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (b) Continuous lateral restraint equally spaced on member. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun (0.128"4",min.)nails @ 6" oc. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 8X8 except as noted. Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 plf at 0.00 to 74 plf at 3.25 TC: From 37 plf at 3.25 to 37 pH at 4.9494 TC: From 74 pff at 4.94 to 74 plf at 50.12 BC: From 20 pif at 0.00 to 20 plf at 3.28 BC: From 10 plf at 3.28 to 10 plf at 4.94 BC: From 20 plf at 4.94 to 20 plf at 49.52 TC: 157.87 lb Conc. Load at 3.28 BC: -36.58 Ib Conc. Load at 3.28 BC: 771.68 lb Conc. Load at 4.94 In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING' note below. �- &3" 5' 13'11-1/16" 10'11-5/18" 10'9-3/16" +- &2-7/8" T5 c6 r T4 II2X4 18(R) T6 508X10 ) 11 W1 '3X4 T3 W13 O .2 T7 - - - -W9 ) W1 - - -N6X10(SRS)(R)- ) 6.5 %V6X10(SRS)(R W (b) c _ M1 111�s T T T1 N6 6 W W13 \\W1__ ) W7 b) 20 io eo 105X8 W3 (oath W7 W17 b 19 `v A � W W5 W =8X10 W14 v 1 rn rto-3ra• 1 B3 I1 _ III H0310 B1 B2 B4 _ a (R4X12) B5 I_ I- 501-1/2" 1_ 21'5" 1�--3'-�-1 2&1-1/4" 71T" R=3076# U=653# W=8" R=2444# U=575# W=6" (Rigid Surface) (Rigid Surface) DESC. = A28 PLT. TYP: WAVE DESIGN CRIT"FBC2017RESrrPI.2D14 FTe1T"20%(0%p 0(D) FWRMA RUALIT'Y' TRUSS " TEL;'(954)975=3384 FAX; 0549*9980• 3IA N.V4 16th TERRACE 3*DhdPANO Hli/�R:H.�L 3306d, QTY= 1 TOTAL= 1 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI ullding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have roperly attached dgid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, 'or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 160A-Z for standard plate positions. ITW Bulldirg Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. A seat on this droving or cover page Will; this drawing, Indicates acceptance of professional engineering responsibill solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANBVTPI 18ee.2 For more Information see this job's general notes page and these web sites: ITWSCG: www.itwbcg.com; TPI: www.tpinstorg; WrCA: www.sbdridustrycom; ICC: wwwJccsafe.og REV. 17.02.02A.1213.20 SEQ = 40553 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.OpSf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 500108 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC b:(19HSO44) /A29 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W4, W10. W11 2x4 SP #2 N: :Lt Bearing Leg 2x4 SP #3: All plates are 6X10 except as noted. 170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left end vertical not exposed to wind pressure. Right cantilever is exposed to wind Calculated horizontal deflection is 0.13" due to live load and 0.18" due to dead load. (J) Hanger Support Required, by others (b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113'k2.5",min.)nails @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)naiis @ 6" oc. In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 31.91 ft. from roof edge. Provide hanger or special connection at left end of truss for 2135 lbs. DESC. = A29 PLT. TYP: WAVE FLORMA QUALITY TRUSS TEL:(95Q 475=3384 FAX(950-W84980 3120 NAM: TERRACE POMPANO MA.CEL, VL 3304 I N 1 FTmT"20%(0%Y0(0) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Wind loads and reactions based on MWFRS with additional C&C member design. (c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING" note below. 4 S 9/16 1 8'2-9/16" —-- 15'11-5/16" 12 a x t—I 1918-1/161, 45'9-1/2" i ` -i 3-j(Zj_ 6'6" ­111! 15'3-112" . - il li — 24'2-1/2" R=2135# U=248# RL=205/-283# H=H1 QTY=1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI ullding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide mporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, r or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 3fer to drawings 16OA-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss c Too,ance with ANSIrrPI 1, or for handling, shipping. Installation & bracing of trusses. Ase , on this drawing or cover page hating this drawing, Indicates acceptance of professional ell ering responalbinty solely for the islgn shown. The sultabiyty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 18602 For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbog.mm; TPI: www.tpimLorg; WTCA: www.sbcindustry.cam; ICC: wwwimafe.org 48'3-1/2" 4X5(Al) trr R=2407# U=239# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 41178 SCALE=0.1075 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 480308 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN b:(19HSO44) /A30 Top chord 2x6 SP SS :T1 2x4 SP #2 N: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: All plates are 2X4 except as noted. Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 4 plf at 0.00 to 4 ph' at 4.50 TC: From 74 plf at 4.50 to 74 pif at 52.79 BC: From 20 plf at 0.00 to 20 plf at 52.79 TC: 534.44 lb Conc. Load at 0.56, 2.56 TC: 1602.13 lb Conc. Load at 4.44 Left end vertical not exposed to wind pressure. In lieu of structural panels use pur ins to brace all flat TC @ 24" oc. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. I-- 4'6" 13'8-3/4".i3 1-5/11 10'11-5/16" 12 6.5 p Iv 1 R=4541# U=770# W=8" (Rigid Surface) DESC.= A30 PLT. TYP: WAVE ��11��ev�� s ORJDA QUALITY TRUSS TEL:.(<iS0 97S-3384 FAX: 054} 975-8980 ..'3121f r .W W& [ERRACE 20f"AiV0 RPACti';.ft 3304 19'3" DESIGN CRfr"FBC2017RES"M14 593-1/2" 1,1 T4".i1'+. 52'9-1/2" BY TRUSS MFR. Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: I Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 170 mph wind, 16.24 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Right cantilever is exposed to wind Calculated horizontal deflection is 0.14" due to live load and 0.19" due to dead load. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 19'8-1/16" T6 Z11-7X6 m N 2 W1 T7 W16 OS3X5 T =4X5 A1) r1-3 4 85 2'6� 24'2-1/2" R=2787# U=632# W=8" (Rigid Surface) 1 PLIES= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI ling Component Safety Information, by TPI and WTCA) for safety practices pdor to performing these functions. Installers shall provide wary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have perly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Detalls, unless noted otherwise. to drawings 16DA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss dormance with ANSIRPI 1, or for handling, shipping, installation 6 bracing of trusses. A seal on this drawing or cover page listing Me drawing, Indicates accaptenca of professional engineering responsibility solely for the n shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSUfPI 1 Sec2 For more Information see this job's general notes page and these web sites: ITWBCG: www.Ilwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: wwwlccsafe.org REV. 17.02.02A.1213.20 SEQ = 41197 SCALE=0.1250 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 520908 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO b:(19HSO44) /A31 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP 93 :W5, W12, W13 2x4 SP #2 N: :W6 2x4 SP 91 Dense: Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better-r reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (b) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80 % length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. 12 11�6 1911-5/16" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind,15.95 ft mean hgt. ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.17" due to live load and 0.25" due to dead load. (c) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or befter —r reinforcement. 80 % length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nai1s @ 6" oc. In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 31.91 ft. from roof edge. 19'8-1/16" 7X6 0 (a) W8 5 r=i ��43X10 {� 1 593-1/2" 21'9" . V! - T4" _ 11' 24'2-1/2" 55'3-1/2" R=2605# U=89# RL=349/-350# W=8" R=2605# U=112# W=8" (Rigid Surface) (Rigid Surface) DESC. = A31 PLT. TYP: WAVE QUALITY TRUSS - - TEL:.(954) 9754384 FA:Y: [954j.9Z$=698Q 3I20 X. W.-16tti"IZ?RRAfiE . POMPANO S13ACIi;1+L'3`3U64, DESIGN CRn"FlIC2017RESITPI-2014 FTIRT-to%(e%y a(0) QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to end follow the latest edition of SCSI (Buildng Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Bulldog Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss In conformance with ANSVTPI 1, or for handling, shipping, installation 6 bracing of trusses. A tool on this drawing or aver page Meting this drinvIng, Indicates acceptance of pprofasslonal englneedng responsibility solely for the design shown. The stdtablilly and List of this drawing for any structure Is the responalblgty of the Build rig Designer per ANSVTPI 1 SeoR. For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbdndustry.com; ICC: wwwJ=afe.org REV. 17.02.02A.1213.20 TC ILL 20.Opsf TC DL 15.Opsf BC DL 10.0psf . BC LL 0.0psf TOT.LD. 45. DUR.FAC. 1.2 SPACING 24.0" SEQ = 41185 SCALE=0.1250 REF DATE 03-27-2019 DRWG O/A LEN. 550308 JOB #: 19HS044 TYPE COMN Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP 93 :W1 2x6 SP SS: :W2, W7, W13. W14 2x4 SP #2 N::W6 2x4 SP #1 Dense: Right cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRI3 SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (b) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T' reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 5X6 except as noted. 170 mph w1nd,,15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 It from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.21" due to live load and 0.30" due to dead load. (c) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better'"r reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. In lieu of structural panels use puffins to brace all gat TC @ 24" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 31.91 R from roof edge. f 14'115' ? — 10'11-5/16" 19'8-1/16' 12 U W1 <8,x / T6 6.5 —( -- —n07X6 W5 W11 c5 T1 b))m W a) M10X10 B3 1 W12 (C 1 T7 04 (a) W4 v W 16 (a) O 1 rlava� W2 L � =4; 1113X10 B1 B2 84 B5 111416 f 50'3-1/2" 2'6--1 1913" 1 {�— T4" —�1 242-1/2" t` 52'9-1/2" R=2347# U=120# RL=318/-335# W=8" R=2625# U=174# W=8" (Rigid Surface) (Rigid Surface) DESC. = A32 PLT. TYP: WAVE FTarT"20%(0%y 0(0) QTY=1 TOTAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide . ry�r O» yryti A i L 1�.L�Jti: am temporary bracing per BCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have . �UA tr • Y TSS• u a property attached rigid calling• shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, 87 or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. t' /. a V Refer to drawings 16OA-Z for standard plate positions. 1 ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss LTLt (954� 9%5-3384 TEX: In nce conformawith ANSMI 1, or for handling, shipping, installation 6 bracing of trusses. _ (9S4.978 8980 Aseal on title drawing or cover page Oetlng this dmving, Indicates acceptance of professional engineering responsibility wley tortha 3I20 N.W. milli'" pnR n�' design ahown. The sultablllty and uss afthle drawing for any structure la the mponsibltity of the Building Designer perANSIRPI 1 Seo2. POf"ANO BEACHi VL 330". For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPi: www.tpinslorg: WTCA: www.sbcindustry.com; ICC: www.fasafe.orn 1 REV. 17.02.02A.1213.20 SEQ = 41204 SCALE=0.1250 TC LL TC DL BC OL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 520908 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE COMN b:(19HSO44) /A33 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: :W2, W7, W13. W14 2x4 SP #2 N::W6 2x4 SP #1 Dense: Right cantilever is exposed to wind Calculated horizontal deflection is 0.23" due to live load and 0.33" due to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. f 12'11" 5' �1 43-1/16"1- 1011-5/16" T ,2 6.5 60 N � CS Go .,;Lyv N S f 19'3" R=2347# U=118# RL=318/-335# W=8" (Rigid Surface) DESC. = A33 PLT. TYP: WAVE QUALYTY TRUSS TELL (9SQ 973-3384' ' F'AX; X934j.97$=8980 '3120,N .NV. 161131i'LEFtifilCE' . PONWA11t0 Wi AC H, FL 33064 K -v 0 ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 5X6 except as noted. (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. 170 mph wind,15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0.psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. ��yy In lieu of structural panels use puffins to brace all flat TC @ 24" oc. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 31.91 ft. from roof edge. 19'8-1/16" 7X6 5U3-1/2" 1.1: +d 1'+l_ 7'4" - O { 24'2-1/2" 52'9-1/2" QTY=1 T0TAL=1 "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabdceflng, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI Ilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide iporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have roperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 'er to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss onformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page gating this drawing, Indicates acceptance of professional anginearing responsibility solely for the lgn shown. The sWtabigty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Sec2. For more Information see this lob's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WrCA: www.sbdndustry.com; ICC: www.[=afe.org R=2625# U=168# W=8" (Rigid Surface) 1 REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 41233 SCALE=0.1250 REF DATE 03-27-2019 DRWG 0/A LEN. 520908 JOB #: 19HSO44 TYPE COMN Top chord 2x6 SP SS Bol chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: :W6, W8 2x4 SP #1 Dense::W7, W9, W10, W13, W14 2x4 SP #2 N: All plates are 4X6 except as noted. (1)- plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. 170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right cantilever is exposed to wind Calculated horizontal deflection is 0.23" due to live load and 0.34" due to dead load. (J) Hanger Support Required, by others (d) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nals @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better -r reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at left end of truss for 2347 lbs. DESC. = A34 PLT. TYP: WAVE DESIGN 1 tea. FLORIDA QUALITY TRUSS TEL-. (954) 975-3384 FAXc (954)... $980 '3320 N.Wr 16th TERRACE . PO11 AWO SEA CHr 'PL 33tWA THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Wind loads and reactions based on MWFRS with additional C&C member design. (b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. (c) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Deflection meets L/360 live and L1240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 31.91 ft. from roof edge. i 10,11" {� 5' 16'3-1/16" 1 1011-5/16" 6.5 12 N10X10(SRS)(R) (d) 0 d) W1 ) - T5 io T W7 �7X6 T1 ) c5 m ;1b) c�1 W1 =8X10 W12 (B)/1 T6 B3 n 1113yXy.4�jr 8 W16 (d O%5X6 1-12 6"i 50'3-112" 7'4"—'�1'�' 24'2-1/2" 52'9-1/2" R=2347# U=116# RL=318/-335# R=2625# U=163# W=8" H = H1 (Rigid Surface) QTY= 1 TOTAL= 1 '*IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety pradlces prior to performing these functions. Installers shall provide temporary tracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid wiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3. B7 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160XZ for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping. Installation 3 bracing of trusses. A seal on this drawing or cover page listing this drew! rig, Indicates acceptance of professional anglnsedng responsibility solely for the design shown. The sultebllity and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIRPI 18sa2 For more information see this job's general notes page and these web sites: ITWBCG: www.ilwbcg.wm; TPI: www.tpinstorg; WrCA: www.sbcindustry.com; ICC: wwwJc fe.org REV. 17.02.02A.1213.20 SEQ = 41231 SCALE=0.0984 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 520908 DUR.FAC. 1.25 JOB #: 19FIS044 SPACING 24.0" TYPE COMN b:(19HSO44) /A35 Top chord 2x6 SP SS Bot chord 2x6 SP SS :B3 2x4 SP #2 N: Webs 2x4 SP #3 :W1, W11 2x6 SP SS: :W14, W17, W18 2x4 SP #2 N: All plates are 2X4 except as noted. 170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right cantilever is exposed to wind Calculated horizontal deflection is 0.21" due to live load and 0.30" due to dead load. (J) Hanger Support Required, by others (b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better'r reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (d) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better -r reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. (c) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 31.91 ft. from roof edge. Provide hanger or special connection at left end of truss for 2347 lbs. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. X �-- 8'11" - 1 6' —1— 813-1/16"--{--1011-5/16" 1918-1/16" �{ -� U -u - - — -- ) T5 - - 6.5 2 %6X10(SRS)(R (b) 4 b) W1 b) --" 10 7X6 T1 0 ) N -10X1U �3X5 W9 W1 —;8X10 W16 (dl)/1 L%,5X6 W5 B4 5X6 a � :W20 (b T' I,l 4" IIIEE 8111113X6 B2 B3 a B5 8 1114X6 f 50'3-1 /2" 2 6- 8'3-1/2" --fir} 77 41 T4^ �{1 f 24'2-1/2" f11 4Xl ) Or 52'9-1/2" R=2347# U=114# RL=318/-335# R=2625# U=157# W=8" H = H1 (Rigid Surface) DESC: = A35 SEQ = 41227 PLT. TYP: WAVE DESIGN CRIT•FlIC2017RESITI'M14F71RT120%(0%yIX0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.0984 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20.Opsf REF DATE 03-27-2019 1�rt YS YY� Qi AJU 1 . li T Oct Trusses require extreme care In fabricating, handling shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide ord shall have temTT'wiT1+lfOr1iv3..iJ�ArTT��+ a propel attacheedbracing i igid ceiling. er SCSI. n Locations shown for peless noted otherwise, rmanent lateral chord Ureshave traint of webs shall ha e bracing ctural nstaalled per SCSng and bottom I sections B3, Refer oS7 or i0 as drawirgs 16DA-2 forrsmplates ndard plate positions. truss and position as shown above and on the Joint Details, unless noted otherwise. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping,installation&bradn of trusses. Aseal on this dnwing or cover page hating this drawlrg. Indicates acceptance of professional engineering responsibility coley for the design shown. The aWhbiYty end use of this dmvdrtg for my structure Is the responsibility of the Bullding Designer perANSVtPI 1 Seo2 For more Information see this Job's general notes page and these web sites: ITVVBCG:www.itwbcg.com;TPl:www.tpinsLorg;WrCA:www.sbdnduslry.com;[CC:wwwJ=afe.org _ TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.0 Sf P DRWG .. O/A LEN. 52osoa (954i 975-3384g '.FAX, (954) 978-8980 ♦V.1Gt}i'„� �: 3120 PUMYANO S60i Ei E?E 331164 e DLIR. FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" ITYPE COMN JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x6 SP SS Bot chord 2x6 SP SS :B4 2x4 SP #2 N: Webs 2x4 SP #3 :W1 2x6 SP SS: :W3, W17 2x4 SP #2 N: (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at left end of truss for 2367 lbs. All plates are 2X4 except as noted. 170 mph wind,16.58 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 16.58 ft. from roof edge. —6'11" 5' 1011" 11'3-1/2" } 17' 50'3-1/2" i 8'3-1/2" — i 1. {- T7" {� 4'6-1/2" --+ 1 '�-- 3' --+1' i► 23'10-1/2" R=2367# U=149# RL=301/-301# H=H1 DESC. = A36 PLT. TYP: WAVE M0R MA QUALWY TRUSS 1 TEI i (954) 975-3384 'FAX: (954).979.8980 '3IT.0.N %V.-16d TERRACE OMPAIVO REACH PL 3304 DESIGN CRR"FBC2017RESMI-2014 FTIRT-2D%(0%JI 0) 1 TOTAL= 1 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bmang per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have e property ettaChad rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. Aseal on this drawing or cover page gating this darning, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Bugding Designer per ANSVTPI 1 Se¢2. For more Information sea this job's general notes pegs and these web sites: ITWBCG: www.itwbcg.00m; TPI: www.tpinstorg; WrCA: www.sbciMustry.com; ICC: wwwJ=afe.org R=2366# U=157# W=8" (Rigid Surface) SEQ = 41326 REV. 17.02.02A.1213.20 SCALE=0.1667 TC LL 20.Opsf REF TC DL 15.0psf DATE 03-27-2019 BC DL 1 MOO DRWG BC LL O.Opsf TOT.LD. 45.Opsf O/A LEN. 500308 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN b:(19HSO44) /A37 Top chord 2x6 SP SS Bot chord 2x6 SP SS :B3, B5, B6 2x4 SP #2 N: Webs 2x4 SP 93 :W1, W18 2x6 SP SS: :W2, W4, W5, W17 2x4 SP #2 N: Calculated horizontal deflection is 0.11" due to live load and 0.15" due to dead load. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 16.04 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 16.04 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. /} (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 2366 lbs. �— 411" 1 5' 1011" 15'3-1/2" W10 6.5 mo�u(ana)(rc =6 Tt W11 W (a) JW7 0 5X6 rb w2 =8X10 i 2 ws = ws 013X10 B1 B3 84 'r 50'3-1/2" I— 8'3-1/2" 1 1. }T7" — I 5'6-1/2" 1 3' 1 5.1" R=2367# U=180# RL=264/-264# W=8" (Rigid Surface) DESC. = A37 PLT. TYP: WAVE DESIGN CRIT"FBC2DI7RES1rPI-20l4 FT/RT-20%(0%y0(0) QTY= 1 TOTAL= 1 FLORMA RUA 217Y TRUSS TELt (9S4) 975-3354 FAX.(954).978.3980 3120 ,N.W. 160 TERRACE . POMiXNO MACH, FL 3J064, 15' 0 W1 W10 �7X6 W1 W13 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of Best uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have xoperty attached rigid ceiling. locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections B3, ' or B10, as appricable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. .far to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Aseal on this drawing or aver page gating this drawing, Indicates acceptance of professional englnsedng responsibility solely for the sign shown. The suitability and use of title drawing for arty structure Is the rsaponsiblgy of the Building Designer per ANSMI 1 Sec.2. For more Information see this Job's general notes page and these web ages: rf WBCG: www.itwbeg.am; TPI: www.tpinstorg; WTCk www.sbdndustry.com; ICC: wwwJc ssfe.org 16' 11� 29-1/2" R=2366# U=155# H=H1 REV. 17.02.02A.1213.20 SEQ = 41332 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf 0.0psf 45.0psf REF DATE 03-27-2019 DRWG O/A LEN. 500308 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -TYPE COMN Top chord 2x6 SP SS Bot chord 2x6 SP SS :B3, B5, B6 2x4 SP #2 N: Webs 2x4 SP #3 :W1, W15 2x6 SP SS: :W5 2x4 SP #2 N::W6 2x4 SP #1 Dense: All plates are 2X4 except as noted. 170 mph wind, 15.50 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. �-2'11"+1 5' 1 1011" 6.5 F,;;- T2 (a) 50'3-1/2" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ;omplete Trusses Required,, Nail Schedule:0.128"x3", min. nails Top Chord:1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails In each row to avoid splitting. Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 plf at 0.00 to 74 plf at 2.92 TC: From 37 plf at 2.92 to 37 plf at 4.94 TC: From 74 plf at 4.94 to 74 plf at 50.29 BC: From 20 plf at 0.00 to 20 plf at 2.95 BC: From 10 plf at 2.95 to 10 plf at 4.94 BC: From 20 plf at 4.94 to 20 plf at 50.29 TC:121.84 lb Conc. Load at 2.95 BC: -68.71 lb Conc. Load at 2.95 BC: 570.30 lb Conc. Load at 4.94 Provide hanger or special connection at right end of truss for 2418 Ibs 19'3-1/2" {�-- 9'3-1/2" 77 66-1/2" 3' 61" R=2844# U=638# W=8" (Rigid Surface) DESC.= A38 PLT. TYP: WAVE DESIGN CRn•F8C7017RESlrP42D14FTIRTIM(G%v0(o) QTY= 1 PLIES= 2 TOTAL= 2 'IMPORTANT•• FURNISH FHIVBAAWIN127FZ CONTRACTORS INOLUDINO TWi INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide Z,+LQ J1� A temporary bracing per SCSI. Unless noted othrMse, top chord shall have property attached structural sheathing and bottom chord shall have RUAL'r1rA r mar YT TRUSS a properly atterhed dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 1� Refer to drawings 160MZ for standard plate positions. ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss _ CLI.; ('$54} 975-3384 In conformance with ANSMI 1, or for handling, shipping, Installation 8 bracing of trusses. FAX. (95Q 97S-3394 .E A sand on this drawing or cover page gating this drawing, Indicates acceptance of professlonsl engineering responsibility solely fr tho design shown. The suitability and use of this drawingfor any structure lathe responsibility oftheBuilding DWgnerperANSMI18s*2. 3t20X;(9099-wo 'CJ11d'Y.ANfl SEACHi :1FL 33t)6a. (TWBCG. www Itwb Information.m TPI: ww this InsLor ; WTCA:'s general owww sbdnd�thes om; IC tea: rg. iP g try.cam; ICC: ww.ieesafe.org 13' a 3X4 53X6 5 16' 1' I 2'9-1/2" I R=2418# U=545# H'= H1 REV. 17.02.02A.1213.20 SEQ = 41351 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf 0.0psf 45.0paf REF DATE 03-27-2019 DRWG O/A LEN. 500308 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN b:(19HSO44) /A39 Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense :81, B4 2x4 SP #2 N: Webs 2x4 SP #3 :W1 2x6 SP SS: :W2, W11 2x4 SP #2 N: Filler 2x4 SP- #2 N Calculated horizontal deflection is 0.12" due to five load and 0.16" due to dead load. (a) Continuous lateral restraint equally spaced on member. Or lx4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails Q 6" oc. Deflection meets 1-/360 live and 1-/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. Provide hanger or special connection at left end of truss for 2131 lbs. %X 1 12 6.5 T1 05X6 W TW JOB DESIGNER Al plates are 2X4 except as noted. - 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT Il, EXP B, wind TC'DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 2131 lbs. 23'3-1/2" 1 i 11' �{ i 11'10-1/2" 66-1/2" — -1- V �1 511. i 19'9-112" 463-1 /2" 3-3-1/2- 1 1 ! �— T7" 16' R=2131# U=201# RL=189/-189# H=H1 CIESC. = A39 PLT. TYP: WAVE DESIGN CRIT"F6C2017RESNPF2014 ,i; irQil.LiJA, TRXM " T1131—d(954) 97S-3384 FAX; 054j.97B-8980 3120 N.W. (6th TERRACE VIDNIP"O WACH+ VL 33064, 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI ilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide ropery attached per caaI. Nng.nless Locations shown for perrman top chord lateral resshall have Ueinte fo webs shalll have bracing installed per SCSI sections structural sheathing and bottom chord shall have or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 'or to drawings 160XZ for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss .7;,tance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the Ign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSVIPI 1 Sec2 For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbog.com: TPI: www.lpinstorg; WTCA: www.sbcindustry.mm; ICC: www.leesafe.org (a) �3X4 "X6 6X1 1i 29-1/2" f�-l� R=2131# U=201# H=H2 REV. 17.02.02A.1213.20 SEQ = 41405 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 450308 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN b:(19HSO44) / A40 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N :T1 2x4 SP SS: All plates are 2X4 except as noted. :T3, T4 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense :B1, B4 2x4 SP #2 N: 170 mph wind,15.06 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, Webs 2x4 SP #3 :W1 2x6 SP SS: wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 :W2, W13 2x4 SP #2 N::M3 2x4 SP SS: Filler 2x4 SP #2 N Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.13" due to live load and 0.18" due to dead load. ro (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T' reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better'r reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min Jnails @ 6" oc. Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Calculated vertical deflection is 0.18" due to live load and 0.99" due to dead load at X =17-3-4. •" Page overflow in note placement. (RdNot) 11'41/2^ —+ 1/T" 22's v2" 9' --{ 6:5 015 6(11 Rj� T3 T4 T1 = = X8 VY62 T 3X4 (a) W9 W (aIYU T5 W9 W6X10 �3X�5X6 g o5X6 W5A�� 1 i T 11�4, W1 1. M3 — — W1 c B3 1 �I3X6(R)=6X10 1117X6(R) =H0310 B2 =3X4 (R) 5'6-1/2" 3'M3X8 B4 O �— . 5'1" 61 B2 t 4&3-1/2" 31.I"1�T7"1V_ I R=2131# U=2709 RL=196/-195# W=8" R=2131# U=317# (RigidSurface) H = H1 DESC. = A40 PLT. TYP: WAVE DESIGN CRIT-F0c2017RES"lP 2014n1RT-2a%(0%Y0() QTY= 1 TOTAL= 1 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabdcating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide �Crrf �1t� ynr'tiA temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have etr[�YT ¢ a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, 87 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, uniess noted otherwise. 1TY :V ►SS Refer to drawings 160A-Z for standard plate positions. _ ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss - TL'rY>:. (� Q75-9384 In eonlormance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses. _., FAX. '(93 .978=8980. A seal on this dmwing or cover paps listing this drawing, Indicates acceptance, of professional engineering responsibility solely for the 3,12 WS 169i TERRACE dealgn shown. The sultablUty and use of this drawing for any strucNn Is the responsibility of the Building Designer per ANSVTPI 7 esa2. OO rPAN10 PUACUi rt°IL 1' 064. For more information sea this job's general notes page and these web sites: ITWBCG: www.itwbcg.00m; TPI: www.tpinstorg; WTCA: wwwsbdndustry.com; ICC: www.imafe.org REV. 17.02.02A.1213.20 SEQ = 41407 SCALE=0.0850 TC LL TC DL BC DL BC ILL TOT.LD. 20..Opsf 15.Opsf 10.OpSf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 460308 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE CORN b:(19HSO44) /A41 Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: :T4, T5 2x4 SP SS: Bot chord 2x4 SP #2 N :B2, B3 2x4 SP #1 Dense: Webs 2x4 SP #3 :W2, W14 2x4 SP #2 N: Filler 2x4 SP #2 N THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 15.00 ft mean hilt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. $$ Left cantilever is exposed to wind f Calculated horizontal deflection is 0.15" due to live load and 0.22" due to dead load. (J) Hanger Support Required, by others (b) Continuous lateral restraint equally spaced on member. Or 1 x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 rive and U240 total load. Creep increase factor for dead load is 2.00. — Page overflow in note placement. (RdNot) �— 13'10-1/2" —a 1/ 22'6-1/2" +i T ----{ 12 6.5 =5X6 =T3 T2 WE 8X70(SRS) T4 _ W4 (a) W8W1 �I T1 �3X4 c5 �i6X8 W5 7 W9 W8 WE aD _,,.,�.....�1 =3X6-6XII0 B2 -H0310 EaM =H03110 B4 11113ANR _,1W4-1/2"—�561/2 3' ++5'B3+ 19'91/2"vvi3W,14 81 r 6"i 463-1/2" DESC. =Vj8# U=245# RL=227/-210# W=8" PLT. I Surface) DESIGN CRIT-Fil FLOItYUA QUALITY TRUSS TL+Lt (954)'974-3384 PAX: (954) 975-8980- °3120NN* f6fiiTERRACE VIDAIPANO DEA CR,.VL830" 16' 1'1 4T9-1/2" R=2103# U=253# TmT-20VOWO(e) Qfl -= 1 TOTAL= 1 "IMPORTANT'* FURNISH THIS DRAWINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses requlre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI eliding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have xoperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, or at 0. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. fifer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. AuN on this drawing or cover page listing We drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the BulldIng Designer perANSIRPI 1 Beo.2. For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: wwvvJpinsLorg; WTCA: www.sbdrdusby.com; ICC: www.iccsafe.org REV. 17.02.02A.1213.20 SEQ = 41409 SCALE=0.0806 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 470908 DUR.FAC. 1625 JOB #: 19HSO44 SPACING 24.0" TYPE COMN b:(19HSO44) /A42 Top chord 2x4 SP #2 N :T3, T4 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N 33, 84 2x6 SP SS: Webs 2x4 SP #3 :W2 2x4 SP #2 N: 06 2x4 SP #1 Dense: Filler 2x4 SP #2 N All plates are 2X4 except as noted Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 plf at 0.00 to 74 plf at 25.31 TC: From 37 plf at 25.31 to 37 plf at 42.79 TC: From 74 plf at 42.79 to 74 plf at 47.79 BC: From 20 plf at 0.00 to 20 plf at 25.31 BC: From 10 plf at 25.31 to 10 plf at 42.76 BC: From 20 pif at 42.76 to 20 plf at 47.79 TC: 131.43 lb Conc. Load at 26.73 TC: 141.55 lb Conc. Load at 28.73,30.73.32.73,34.73 36.73,38.73,40.73 TC: 358.79 lb Conc. Load at 42.76 BC: 51.50 lb Conc. Load at 26.73 BC: 55.18lb Conc. Load at 28.73,30.73,32.73,34.73 36.73,38.73,40.73 BC: 148.28 lb Conc. Load at 42.76 PLB: 1403.55lb Conc. Load at (25.31,11.12) 170 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Calculated horizontal deflection is 0.21" due to live load and 0.28" due to dead load. Laterally brace BC at 24" oc in lieu of rigid ceiling. Laterally brace BC above filler at 24" oc. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. DESC. = A42 PLT. TYP: WAVE DESIGN I F.LOItibA QUALIFY TRUSS TEL: i954) 975-3384 F,AX. (954) 06m8980 3I20 N.W. 164s TERRAIN PO INWANO REA M, .PL 33ill". io d ao 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nail Schedule:0.128"4", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @12.00" D.C. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS Left cantilever is exposed to wind (J) Hanger Support Required, by others Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 3755 lbs. I- 1310-1/2" . 1 - 6'4-1/2" } 22'6.1/2" 5' --1 1'�44X6 5T 22'11" - 5.1" 19'9-1/2" -vim �{ 2'6" 45'3-1/2° 18111" �1 { I- T R=3395# U=980# W=8" (Rig16C')PLIES= 2 TOTAL= 2 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme =a In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI uliding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have rro. .attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. for to drawings 16OA-Z for standard plate positions. nVlf Bulldog Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses. Aseel on thla drawing or cover page letirtg this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Bullding Designer per ANSV1Pl 1 Sea2. For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbdndustry.mm; ICC: www1ocsafe.org 47'9-1/2" 16' REV. 17.02.02A.1213.20 SgCj_05j1q'1V56# S ALft=0.1087 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 1 O.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 470908 DURYAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN b:(19HSO44) /A43 Top chord 2x4 SP #2 N :T1 2x4 SP SS: :T4, T5 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N :134, B5 2x4 SP #1 Dense: Webs 2x4 SP #3 :W1 2x6 SP SS: Right cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at left end of truss for 2111 lbs. 04X1 T 1'10-314- ) 1T2-1/16" i10,11-5116" 12 6.5 (a) r 16'5" R=2111# U=124# RL=315/-332# H=H1 DESC. = A43 PLT. TYP: WAVE FLORIDA QUTA IATY TRUSS " TELi (9-50 975-3384 Ax; (354) 978-8980 3120 N.'-V. Wt2i 2ERRAG.E O-OWANO AEACFlr @L 33064. DESIGN GRIT"FBC2017RESliM014 W1 45'3-1/2" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X5 except as noted. 170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Err. rt f (J) Hanger Support Required, by others In lieu of structural panels use purfins to brace all flat TC Q 24" oc. x Deflection meets L/360 live and 1-/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 31.91 ft. from roof edge. (a) 1-h-- T —41, f 26'4-7/16" 4T9-7/16" — QTY= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI uilding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shag provide nporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord Shall have xoperly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI Sections 133, ' or Bl0, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. rfer to drawings 16DA•Z for standard plate positions. . ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. A east on this drawing or cover page listing this drawing, Indicates acceptance of profsssionel ongineering responsibility coley for the sign shown. The suitability and use o1MIs drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdrdustry.com; [CC: wwwJccsafe.org 19'8-1/16" a 5X6 T5 W3 (a) Z�!4X6 W 3X�B2) &12' B5 1113X4 2'6" R=2390# U=128# W=B" (Rigid Surface) REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40222 SCALE=0.1667 REF DATE 03-27-2019 DRWG O/A LEN. 470907 JOB #: 19HSO44 TYPE HIPS Top chord 2x4 SP #1 Dense :T2, T3 2x4 SP #2 N: Bot chord 2x4 SP #2 N :B4, B5 2x4 SP #1 Dense: Webs 2x4 SP #3 Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42'-high x 24%%vide clearance. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 31.91 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 5X6 except as noted. 170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpl(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use pudins to brace all flat TC @ 24" oc. " Bottom chord checked for 10.00 psf non -concurrent live load. rt WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING" note below. 19'8-1/16" 110'11-5/16" 119'8-1/16" 2'6" 1 45'3-1/Z' 1 2'6" 18,11" 1, 3' 1' R=2469# U=126# RL=348/-348# W=8" (Rigid Surface) 50'3-7/16" DESC. = A44 PLT. TYP: WAVE DESIGN CRIT-FBC2017RESrrP42014FTIRT-20%(0%ye(0) QTY= 4 TOTAL= 4 •'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAW NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS, . Ys. y yam' FCxOYtDA' ,F Y Y QU44LIU Y MUSS Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3. B7 or Refer to drawinas gs 16OA Z forrstandard plate positionslates to each face ( buss and position as shown above and on the Joint Details, unless noted otherwise. ITW Building Components Group Inc. shall not be responsible for any dwiation from this drawing, any follure to build the truss _ in corfornance with ANSI/TPI 1, or for handling, shipping, installation 8 bracing of trusses. Aseal on this drawing or cover pegs listing this drawing, Indicates acceptance of profeselonet englnsedng responsldOly solely for the design shown. The sultadOly, and tam ofthis drawing for any structure is the responslbillty ofthe Bulld)ng Designer par ANSIrrPI 1 S90.2. For more Information see thisjob's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbdndustry.com; ICC: www.itxsafe.org TiL;,(9S4)'975-338� FARc'(95_ 91'8-3384 '3i?A X,-joV. 16t01E[ R30 , $OMPANV. $6thT 1' R 33R64, r 26'4-7/16" R=2515# U=126# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40214 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG 0/A LEN. 500307 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPS Top chord 2x4 SP #1 Dense :T3 2x4 SP #2 N: Bot chord 2x4 SP SS :B1, B4 2x4 SP #1 Dense: Webs 2x4 SP #3 Left and right cantilevers are exposed to wind (b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better'"T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. In lieu of structural panels use purlins to brace all flat TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live Iliad. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.95 ft mean hgt, ASCE -7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind toads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (c) Continuous lateral restraint equally spaced on member. Or 2x6 93 or better -r reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24%%vide clearance. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 31.91 ft. from roof edge. 1918-1/16" i 10"11-5/16" 12 6.5 L,�- 0 T1 g5X6 (a) =3XJB2I W1 6 12 1113X4 ZY \ J \J { 2'6" } 463-1/2" 50'3-7/16" R=2635# U=126# RL=348/-348# W=8" (Rigid Surface) DESC. = A45 PLT. TYP: WAVE FLORMA' QUAUITY TRUSS TELt(9-'Q 975-3384' i?i1Xc (934) 9Z6-S980 3120 N.'%V.-16th'TERRACE . POMPANO REACH, .PL 330". DESIGN CRIT-FBC2017RESRP43114 QTY= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI ilding Component Safety Information, by TPI and WTCA) for safety practices priorto performing these functions. Installers shall provide Iporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have ropedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, or B1I as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. sr to drawings 16OA•Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss onformance with ANSI/rlol 1, or for handling, shipping, Installation & bracing of trusses. A reel on this drawing or cover page listing this dmving, Indicates acceptance of professional enginsedng responsibility solely for the Ign shown. Tho sultabigty and use of this drawing far any structure Is the responsibility ofthe BulldIng Designer perANSIRPI 1 Sea2. For more information see this Job's general notes page and these web sites: ITWBCG: wwwJMbcg.mm; TPI: www.tpinstarg; WTCA: www.sbdndLtstry.com; ICC: www1=afs.org 19'8-1/16" @ 5X6 (b) W T1 rW3(a) '5X6 3X5(B2) 1113X4 —+" 2'6" —� R=2631# U=126# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40170 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0PSf O.OPSf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 500307 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPS ..t I anoww) I Nvo Top chord 2x4 SP #2 N :T1, T2 2x4 SP #1 Dense: Bol chord 2x4 SP #2 N 23 2x4 SP SS: :134 2x4 SP #1 Dense: Webs 2x4 SP #3 :W15 2x4 SP #2 N: Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. In lieu of structural panels use puffins to brace all flat TC @ 24" Go. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special Care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. a 19'8-1/16" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 5X6 except as noted. 170 mph wind,15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others (b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better —r reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)naits @ 6" oc. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 five and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 15.95 ft. from roof edge. ) Provide hanger or special connection at right end of truss for 2309 lbs. 10,11-5/16" 1 17'2-1/16" �- 2'6" 1 45'3-1/2" I 21's" 11 12'8^ i 11 1- 117-7/16" 4T9-7/16" R=2549# U=128# RL=332/-315# W=8" R=2309# U=127# (Rigid Surface) H = H1 DESC. = A46 PLT. TYP: WAVE FLORMA QUALITY TRUSS TEL: (954) 975=3384 FAX. (054).9*8980 :3120 N NY. (6t1i TERRACE POMPANO MACH. PL 330". DESIGN CRn"F8C2017RESRPI-2014 FTIRT-20%(0wv q01 QTY= 3 TOTAL= 3 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabdcabng, handling, shipping, Instating and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate posi0om. ITw Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVWI 1. or for handling, shipping, Installation 6 bracing of trusses. Aortal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility coley for the design shown. The suitability and use of this drawing for any structure Is the raaponalblOty of the Bullding Designer per ANSVTPI 1 Sea2. For more Information see this Job's general notes page and these web sites: ITWBCG:www.itwbcg.com:TPI:www.tpinstorg;WTCA: www.sbdndustry.com; ICC: www.lr fe.org REV. 17.02.02A.1213.20 SEQ = 40183 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 470907 DUR.FAC. 1.25 JO13#:'19HS044 SPACING 24.0" 1 -TYPE HIPS b:(19HSO44) /A47 Top chord 2x4 SP #1 Dense .T3, T5 2x4 SP #2 N: .T4 2x4 SP SS: Bot chord 2x4 SP #1 Dense :B2 2x4 SP SS: Webs 2x4 SP #3 I - 19'8-1/16" - I - 10'11-5116" --1 1T2-1/16' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.95 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails Q 6" oc. (b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T' reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. (c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "r reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"4.5",min.)nails @ 6" oc. In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24%wide clearance. Bottom chord checked for 10.00 psf non -concurrent live load. """ Page overflow in note placement. (RdNot) —`r C6 6.5 p.—; -- T4 T 12Kl\ m oW5 T5T1 (by1/ �5X6o5X6 !1-�1�5X6 (a) W W2444�3XM5,2B,2) 1'10-3r4- 1113X4 ., — — B2 (RF =H0310 gg 6" 45'3-1 /2" _I 4T9-7/16" _t R=2659# U=128# RL=332/-315# W=8" R=2372# U=127# (Rigid Surface) H = H1 DESC. = A47 SEQ = 40181 PLT. TYP: WAVE DESIGN CWT-FBCAI7RESRPF3114Fr1RT-2D%(0%v0(a) QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=0.0806 ieWARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWING] TC LL 20.Opsf REF "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DATE 03-27-2019 ,,n� Trusses require extreme care in fabricating, handling, shipping, Instating and bracing. Refer to and follow the latest edition of BCSI TC DL 15.Opsf (Building Component Safety Information, by TPI and WTCA) for safety practices prior to perrorMng these functions. Installers shag provide DRWG ]v LORMA Unlessave ctural sheathingand bottom chord shall have10.0psf tions otherwise, hown for permanernt shall ed per of have stalled BC DL Ti TRUSS aeproperrty attachrary ceiting.nl l restraint webs shall bracing per BCSI sections B33, or B10, as to each face f truss and position as shown above and on the Joint Details, unless noted otherwise. sittanda O.Opsf gvJ Refer to drawinE17 gs 16OA--Z for d plate positions.lates ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIrfPI 1, or for handling, shipping, Installation & bracing of trusses. BC LL TOT.LD, 45.0 Sf p i — O/A LEN. 470907 TELt (954) 975=3384 PAX.(954).978-8980 Aeed on title drawing or cover page listing this drawing. Indicates acceptance of profewlond stigInaedng responsidUty solely for the dsalg n shown. The sultiblitty, and use of this d niming for stry structure Is the mponsibi Illy of the Building Designer per ANStrrPI 1 Sso.2. DUR.FAC. 1.25 JOB#:19HSO44 :3I20 N %V 1611i TBRRACE* • PID ANO.MACFii.PL33064. For more information see this Job's general notes page and these web sites: ITWBCG:www.itwbcg.com:TPl:www.tpinstorg;WTCA:www.sbcindustry.com:ICC:wwwJccsafe.org SPACING 24.0" ITYPE HIPS Top chord 2x4 SP #1 Dense :T4, T5 2x4 SP #2 N: Bof chord 2x4 SP #1 Dense Webs 2x4 SP #3 :W7, W12 2x4 SP #2 N: Left cantilever is exposed to wind (J) Hanger Support Required, by others In lieu of structural panels use pudins to brace all flat TC @ 24" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Al plates are 2X4 except as noted. _- 170 mph wind, 15.95 ft mean hgt. ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT lit, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 15.95 ft. from roof edge. Provide hanger or special connection at right end of truss for 2291 lbs. 1918-1116" i'10'11-5/16" 1 T2-1 /16" r 23'4-1/16" i11 } - 8'11-7/8" 1 1.+ 13'5-9/16" {- 4T9-7/16" R=2600# U=128# RL=332/-315# W=8" (Rigid Surface) DESC. = A48 PLT. TYP: WAVE DESIGN TL®RMA QUALITY TRUSS TJ?dz (954) 47S=3384 FAX.(954)978-8980 3320-N W. 1611i TLKRAEIE . BQMPANO BUACHi FL 330". QTY= 3 TOTAL= 3 "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI Wilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide npomry bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have xoperiy attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, 'Or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Ifer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of lasses. Audi on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the algid shown. Ths suitability and use of this drawing for any structure Is the responsibility ofthe Building Designer perANSI/TPI 1 Sao.2. For more Information see this job's general notes page and these web sides: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdrdustry.com; ICC: wwwJccssfe.org R=2291# U=127# H=H1 REV. 17.02.02A.1213.20 SEQ = 40200 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.OpSf 15.0PSf 10.0PSf O.OPSf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 470907 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPS b:(19HSO44) /A49 Top chord 2x4 SP #2 N .T1, T2 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N :B1 2x4 SP #1 Dense: Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 15.91 ft. from roof edge. !E23X5�E 8-12' 19'6" 12 6.5 �:;;- o 1-1 B1 1114JCtl(K)=:17Cb 62 =OA14 103X4 2'6" 1 463-1/2" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 15.91 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 2111 lbs. 28'3-1/2" TW5,—=6X8 �. R7 23'4-1/16" 11 8'11-7/8" - i 1. } 13'5-9/16" �{ `v i 4T9-7/16" R=2390# U=253# RL=237/-105# W=8" R=2111# U=450# (Rigid Surface) H = H1 DESC.= A49 PLT. TYP: WAVE TT FLORMA IATY TRUSS TELf (954) 9?5=3384 FAX, (934).979.8980 BIDT"A' V0 AHACllp PL 3306(. DESIGN GRIT"FBC2017RESRPI-2D14 FTIRT"2D%(0%y0(0) QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme are In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI u)Idng Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide mporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheaW ng and bottom chord shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 133, r or B10, as applicable. Apply plates to each few of truss and position as shown above and on the Joint Details, unless noted otherwise. aferto drawings 16OA-Z for standard plate positions. RW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Atest on this drawing or aver page bating this dmving. Indicates acceptance of profesdonsl engineering responsl6ltity solely for the reign shown. The sultebl0ty and use of this drawing for arty structure Is the responsibility of the Bulld)rg DssIgner perANSVTPI 1 Sso.2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: wwwJpinstorg; WTCA: www.sbdndustry.am; ]CC: www.1ccsafe.og REV. 17.02.02A.1213.20 SEQ = 40255 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 470907 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPM Ib:(19HSO44) /A50 Top chord 2x4 SP #2 N :T1, T2 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and 1-/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 15.37 ft. from roof edge. 12 6.5 2'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 15.37 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/.)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. )1 Right end vertical not exposed to wind pressure. 0 Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See 'WARNING" note below. Provide hanger or special connection at right end of truss for 2111 lbs. 1T6" 130'3-1/2" R=2390# U=248# RL=210/-95# W=8" (Rigid Surface) DESC. = A50 PLT.TYP: WAVE DESIGN CRIT•F13C2017REWPl2014 I 1AFA I 6W/FI (a) B2 U 453-1/2" 23'4-1/16" 11 }- 8'11-7/8" i 1 - 13'5-9/16" �{ 4T9-7/16" 1 TOTAL= 1 "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide Y,rp �ryyrjy7l w JA��r temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have .l LOILU c �UVJ a properly attached rigid miring. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or BID, as applicable. platesWas and position as shown above and on the Joint Details, Details, unoted otherwise. Apply i if Rater to drawings standard plate positions. gs 160A-2 - -' ❑W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss - _ iL.i:t (954j975�3384 in conformance with ANSVTPI 1, or for handling. shipping, Installation & bracing of trusses. Ft1L: (954).978.8980 A seal on this dmving or cove page rating this drawing, Indicates acceptance of professional engineering responsibility solely for the 3:[20 PT.W lrSli "iSR1tACE NVW TERRACE design shown. The suitability end use of thle drawing for any structure Is the respondbitity, of the Building Designer perANSIrTPI 1 aea2. 1'OM0I PI. i For more informatlon see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstog; WTCk www.sbdridustry.com; ICC: wwwJccsafe.og W5� R=2111# U=434# H=H1 REV. 17.02.02A.1213.20 SEQ = 40266 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. ' 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 470907 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE HIPM Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP 93 Left cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nals @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. r 15'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 5X8 except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 3 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (b) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5%min.)naiis @ 6" oc. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 15.00 R from roof edge. Provide hanger or special connection at right end of truss for 2111 lbs. 32'3-1/2" 2'6" 1 45'3-1/2" 1 R=2390# U=244# RL=185/-85# W=8" (Rigid Surface) DESC. = A51 PLT. TYP: WAVE XWRMA, QVTTt>LLW1 TRUSS TEL:.(95Q 475=3384 FAX: (9543.978 8980 3120 N.W16I10ERRACE EOb1>'APTU "AcnH PL 33064. DESIGN 23'4-1/16" i 1. �--8'11-7/8" - 1 1 i 13'5-9/16" +{ 4T9-7/16" 1 TOTAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI ulldirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have 3roperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, ' or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 'for to drawings 16OA•Z for standard plate positions. nW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSIRPI 1, or for handling, shipping, Installation & bracing of lasses. Aseal on this drawing or cover page lsting this drawing, Indicates acceptance of profeeelonel engineering reeponatbilty solely for rho sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPi 1 Sea2 For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPI: www.tpinstog; WTCA: wwwsbdndustny.com; ICC: wwwJccsafe.og R=2111# U=421# H=H1 REV. 17.02.02A.1213.20 SEQ = 40264 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.0psf 10.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 470907 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPM iD:(7e115U44) rAOZ Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 09 2x4 SP #2 N: Left cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. f 13'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 13.00 ft from roof edge, RISK CAT ll, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (b) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (c) Continuous lateral restraint equally spaced on member. Or 2x8 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. r Deflection meets L/360 live and U240 total load. Creep increase factor for dead load Is 2.00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. Provide hanger or special connection at right end of truss for 2103 lbs. f 34'3-1/2" 2'6" I U 45'3.1/2" U R=239B# U=474# RL=241/-74# W=8" (Rigid Surface) DESC. = A52 PLT. TYP: WAVE DESIGN FLORDA QUALITY TRUSS TEL: (95Q 975-3384 FAX: (054) 9784980 3120 N.W. 1613li"IERPA/ E F'011 two) wAcHi -FL 33064. 47'9-7/16" QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, slipping, Installing and bracing. Refer to and follow the latest edition of BCSI uildmg Component Safety Information, by TPI and VJTCA) for safety practices prior to performing these functions. Installers shag provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections E13, or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. . Aseal on this drawing or cover page Using this drawing, Indicates acceptance of professional engineering responsibility coley for the elgn shown. The suitability and use ollhle drawing for any structure Is the responsibility of the Building Dasigner per ANSMI t 8sc.2. For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www1pinst.org; WTCA: www.sbdrdustry.com; ICC: wwwJccsafe.org R=2103# U=489# H=H1 REV. 17.02.02A.1213.20 SEQ = 40271 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 470907 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE HIPM JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :B1 2x4 SP #1 Dense: Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "r reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. WARNING: Furnish a copy of this DWG to the installation contractor. Special Care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. =3X5 B2 SAW DESC. = A53 PLT. TYP: WAVE i 11'6" All plates are 3X4 except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. t Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load Is 2.00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. Provide hanger or special connection at fight end of truss for 563 lbs. 36'3-1/2" rnk n -X v fF 2'6" I R=1127# U=179# RL=205/-63# W=8" (Rigid Surface) TT FLORMA� QUAIAi 1 1irUSS Ti*d:i.($54;f 975=3384 J iAXc (934) 978-8980 3 20-N W 16t1i TERPLAGE EOWANO DBACHi -FL 13W =3Xtf =HU31U 1112X4 V7 19'7" 6'9" i 67 i12'2-1/2" �{ DESIGN CRIT-FBC2017RESn`M2014 FTIRT"2D%(0%y 0(0) 4T9-7/16" R=306plf U=100plf W=6'9" (Rigid Surface) R=117plf U=100plf W=67 (Rigid Surface) QTY= 1 TOTAL= 1 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI Acting Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have xoperly attached rigid ceiling. Localtons shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-Z for standard plate positions. nW Building Components Group Inc. shall not be responsible for any deviallon from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professions] engineering responsibility solely for the sign shown. The sultablNy and use of this drawing for any structure Is the respons]dlly of the Bulidlrg Designer perANSI/TPI 1 Saa2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.wm; TPI: www.tpirtsLorg; WTCA: wwwsbdrdustry.wm; ICC: wwwJecsafe.org R=563# U=128# H=H1 REV. 17.02.02A.1213.20 SEQ = 40280 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 470907 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPM • Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Imo— 916" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. Provide hanger or special connection at right end of truss for 526 lbs. 38'3-1/2" _ �_5XB 1112X4 T2 =5X8 1112X4 T3 -5xR III2Xd T4 ---aK4 INN0111V T v W356 1112X4 0 1112X4 B3 0 1 2'6" 1 19111" 1 2 12'10" 12'6-1/2" 4M7/16" R=1131# U=192# RL=170/-52# W=8" R=1649# U=386# W=8" R=1244# U=278# W=8" (Rigid Surface) (Rigid Surface) (Rigid Surface) R=526# U=118# H = H1 DESC. = A54 PLT.TYP: WAVE DESIGN CRR.FlIC2017RESTTrt-2014Fr1RT.20s(0%YG(0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SEQ = 40319 SCALE=0.1667 "WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20.Opsf REF DATE 03-27-2019 t�Y 1�ry7� v� '-FL—Yr0tr.1�atf1!iInJ1A QuA va j muss Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety lnformallon, by TPl and WTCA) for safety practices prior to performing these functions. Installers shall provide aprotemporary ;ch�ilgider Cceiling..nless Locationns shown fore anent lateratop chord shall have restraintt of webs shall attached structural have ebracing nsttaalled pand er SCSI ssectionsttom chord 1l have 93, 97 or 810. as ofs. cuss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 7 able. t r llty plates to each te face ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of busses. for th design shown. Theon thle :mhdoty: dYuioiihi:Enwi gforranyyiWldurslatheeneponsiWance of lityfessional oftheBuildingD WpnerperANBUTPlISocZ For more information see this job's general notes ITWBCG:www.itwbcg.com;TPl:www.tpistorWTCA:wwwsbdndustry.mm ICC:wwwJ=afe.org TC DL BC DL BC LL TOT.LD. 15.Opsf 10.0psf O.Opsf 45.Opsf DRWG O/A LEN. 470907 TCiLf (954) 475-3384 Fa.mw'166i.;ERR 3I2(1-N.1{E 16th'TB13W10E , PONWANO MACH. �33� DUR.FAC. 1.25 JOB#: 19HSO44 SPACING 24.0" ITYPE HIPM Top chord 2x4 SP #2 N :T2, T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W1, W5 2x6 SP SS: Left cantilever is exposed to wind #1 hip supports 7-6-0 jacks W/2 panel TC and no end vert. Deflection meets 1J360 live and L/240 total load. Creep increase factor for dead load is 2.00. �- T6" 6.5 T1 g3X6 3X5(B2) W1 W2 SAW THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left side jacks have 7-6-0 setback with 2-6-0 cant and 0.0-0 overhang. End jacks have 7-6-0 setback with 2-6-0 cant and 0-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Provide hanger or special connection at right end of truss for 630 lbs. 4U3-1/2" :III d V_J =lHnZ1n pl9 d V % iIIRVAIR), 1t = _ M10 U12X4 B1 1113X4 B2 76" 1811-7/8" 14'8-5/16" R=1300# U=271# W=8" (Rigid Surface) DESC. = A55 PLT. TYP: WAVE i LIJRMA QUA.L= =USS TELL (95Q 97!0384 F'AM (954).979-8980 '3I2idrt:OGe160iTERRACE : PIDWPANOMACK FL.110" DESIGN CRT"FBC2017REWP42014 FT1RT-2O'%(0%y 0(0) 4T9-7/16" - R=2400# U=500# W=11-5/16" (Rigid Surface) QTY=1 TOTAL=1 ..IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme are In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI wilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have xopedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, 'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. rfer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSUTPI 1, or for handling, shipping. Installation 8 bracing of trusses. A seal on this dmving or cover gape Ileting this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Build ng Designer par ANSI/TPI 1 Sec.2 For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.mm: TPI: www.tpinstorg; WTCA: www.sbdndusby.cem; ICC: wwwJccsafe.org T V3 tL v B2 =3 4 1112X4 1'1'7-5116" —{ R=1893# U=394# W=11-5/16" R=630# U=132# (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40349 SCALE=0.1667 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 470907 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPM Top chord 2x4 SP #2 N :T4 2x4 SP SS: Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 N: Webs 2x4 SP #3 Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better'? reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. (c) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. MWFRS loads based on trusses located at least 18.32 ft. from roof edge. DESC. = B1 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 18.32 ft mean hilt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. 1 19, 1 1T5-11/16" [2z'Ll3/16 i 3'11-7/8" 82 I - 36'5-11/16" R=1815# U=230# RL=155# W=8" (Rigid Surface) UYLORMA QAJUTY TRUSS TELi (954) W-1 33" FAX: (934) 978-8480 3120 T7.W 16th TERRACE DESIGN QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI ullding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide npomry bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have xoperly attached rigid tolling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, ' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. for to drawings 16OA-Z for standard plate positions. 17W Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss, conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Aseal on this drawing or cover page liating this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of title drawing for any structure Is the rasponsibigty, of the Building Designer per ANSVTPI 1 Sea2, For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPI: www.tpinstorg; WTCA: www.sbcinclustry.com; ICC: www.Iccsafe.org R=1539# U=362# W=6" (Rigid Surface) REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40670 SCALE=0.1875 REF DATE 03-27-2019 O/A LEN. 360511 JOB #: 19HS044 TYPE HIPM ¢tTaMauan) r t%Z Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2 2x4 SP #2 N: Left and right cantilevers are exposed to wind (b) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Deflection meets L/360 live and 1-/240 total load. Creep increase factor for dead load is 2.00. NIWFRS loads based on trusses located at least 8.98 ft. from roof edge. 1T 23'2-1/8" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 17.97 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better'T' reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 pat non -concurrent live load. WARNING: Fumish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. :6XB =8X8 -3X4 =6X8 1T EMS =7X6 =6X6 —3X8 -8X8 =3X8 =6X6 saM 914X6 I—'- - R=2628# U=628# RL=213/-213# W=8" (Rigid Surface) 52'2-1 /8" 2 6- 57'2-1/8" 41) R=2628# U=628# W=8" (Rigid Surface) DESC. = B2 SEQ = 40651 PLT. TYP: WAVE DESIGN CRIT=FBC7017RESRPI-2014FT/RT•2D%(0%yD(0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1250 "WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 Trusses require , , eq extreme care In fabdcating shipping,Installing and bracing. Refer to and follow the latest edition of SCSI handling, TC DL 15.0psf Oyy �ryti AA SOM (Building Component Safety Information, by TPI and INTCA) for Safety practices prior to performing These (unctions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid celfing• Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, BC DL 1 0.0r1 P$f DRWG ,QU, TY i iLV SJ i iLV W or B10, es applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses. 0.0 $f BC LL r� 450 Sf TOT. L. D, p O/A LEN. 570202 TEE: (954) 975-3384 DUR.FAC. 1.25 JOB #:19HSO44 FAX- I954> 978.8980 Assal on this drawing or cover page listing this ding, Indicates acceptance of professional engineering responsibility solely for the designshown.ThesuitabilityanduseofthisdrawingforanyetrueturolstherasponsldtilyofthoBulldingDedgnerperANSViPl18ea2 3I20 N 1V.'` 16th TERRACE POMPANO SUACR,-O.830". For more Information see this job's general notes page and these web sites: ITWBCG:www.1twbcg.com;TPl:www.tpinstorg;WTCA:wwwsbcindustry.com;ICC:wwwJccsafe.org SPACING 24.0" TYPE HIPS b:(19HS044) / B3 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :W2 2x4 SP #2 N: Left and right cantilevers are exposed to w nd (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and Installation of trusses. See "WARNING" note below. i 15'6" =6X6 =3X4 26'2-1/8" 8X8 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 7X6 except as noted. 170 mph wind,17.70 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design.' Bottom chord checked for 10.00 psf non -concurrent live load. ppppa' Defection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 8.85 ft. from roof edge. =3X4 -6X6 15'6" =j At ) 1114X6 -8X8 -8X8 -3X4 -8X8 1114X6 F 2'6_ R=2628# U=624# RL=194/-190 W=8" (Rigid Surface) DESC. = 63 PLT. TYP: WAVE LORMAA QUAICYTY TRUSS TFLt.(9SQ 975-3384 PAX. (954)978-8980 3120 N AK 16111i TERRAIM . POMPANO 0"CEri VL 330". 52'2-1/8" 5T2-1/8" DESIGN CRn=F8C2a17RES/rPF2D14 FTIRT"20%(G%y0(0) QTY= 1 TOTAL-t1 "WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI Wilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide mporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have property attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, r or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. star to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVMI 1, or for handling, shipping, Installation & bracing of trusses. Aseal on this drawing or cover page Meting this dtwAng, Indicates acceptance of profesalonal engineering reaponelbi0ly, coley for the nlgn shown. The suitability and use ofthis drawing for any structure Is the responsibility ofthe Building Designer perANSI/TPI 1 Sea2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; [CC: wwwlccsafe.org 2 -d R=2628# U=624# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40655 SCALE=0.1250 REF DATE 03-27-2019 DRWG O/A LEN. 570202 JOB #: 19HS044 TYPE HIPS d .k rona ) r a Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 Left and right Cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. T oo A 1� 1 � THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 17.35 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 13.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Deflection meets L/360 live and 1_I240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 8.68 ft. from roof edge. f �-- 13'5-13/16" 302-1/2" 1V5-13/16" =6X6 =3X70 1112X4 =3X10 -6X6 =5X8 4.25—12-4X8 T2 T3 — �4X8— - III zxa 1112X4 = T1 4X5(At) W4 (a)W W4 W (a) W4 =4X5( T1 W3 W4 WS W4 WS snc -6X6 R=2629# U=619# RL=169/-169# W=8" (Rigid Surface) v B2 =8X8 , g12X4 =8X10 1112X4 52'2-1/8" 5T2-1/8" Im B1 =8X8 =6X6 2'6' R=2629# U=619# W=8" (Rigid Surface) DESC. = B4 SEQ = 40657 PLT. TYP: WAVE DESIGN CRIT"FBC2a17RESfTMDl4FTIRT-2D%(0%Y0(o) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1250 "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, DATE 03-27-2019 �• Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 15.Opsf a+� ,y� (Building Component Safety Information, by TPl and WTCA) for safety practices prior to performing these functions. Installers shall provide DRWG yC. r �y>.Nti A FRMA L temporary bracing per SCSI. Unless noted otherwise• top choral shall have property attached structural sheathing and bottom chord shall have BC DL 1 O.OSf p ts.a.rii 1 a.it. QU,a it tr�.e>•� oMVSS• a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, W or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITN Building Components Group Inc, shall not be responsible for any deviation from this drawing• any failure to build the truss in conformance with ANSVfPI 1, or for handling, shipping, Installation 8 bracing of trusses. O.O Sf BC LL p TOT.LD. 45.0pSf f 0/A LEN. 570202 TEL: (954) 975-3384 FAX, (954).W"9W Asea1 on this drawing or cover page gating this drawing, Indicates acceptance of profeealonal engineering responsibility coley for the dealgn ahown. Ths sulteblilly and use of this drawing for arty aWcture to the nisponaldgy of the BuIlding Dsalgner perANSI/TPI 1 Ssc.2 DUR.FAC. 1.25 JOB #: 19HSO44 3(2A 1Q W. 16tfi`TEIiRACE OXACRk II?L 3304 ee this job's generalnotes page theseweb sites:POMPANO ITWBCG: www.iwbcg.mm; TPI: For more Informationwww t insLorg;WTCA: wwwscindustry.com;ICC:w ww.iasafe.org SPACING 24.0" ITYPF HIPS b:(19HSO44) / B5 Top chord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :Rt Slider 2x6 SP SS: BLOCK LENGTH = 1.644' Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 2x6 #3 or better "T" reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 8.50 ft. from roof edge. I1 �-- 11'5-13/16" =6X10 =8X8 4.25 p I -VA T2 34'2-1/2" 1112X4 =8X8 T3 DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 5X6 except as noted. 170 mph wind, 17.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (b) Continuous lateral restraint equally spaced on member. Or 1 x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Fumish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. I,, 1 V5-13116" —� =3X4 EE6X10 T4 = pmw! -,qqq "� -Mimi .. ill B1 82 B2 B1 =3X4 =4X8 =3X8 =H0710 =3X4 =4X8 -3X4 2'&' �-- F" 5210-1/8" 5T2-1/8" R=2669# U=623# RL=143/-143# W=8" (Rigid Surface) DESC. = B5 PLT.TYP.-WAVE DESIGN CRIT-FBC2117RESrIP47014FT/RT-20%(D%Y0(0) QTY= 1 TOTAL= 1 •'WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - - Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI ' (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide .ycrrr Alty tr7h,t 1:.ti.�rVlii A temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have .. ♦ tr Yrr.•ar Tlror»r y SS a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ti.Lrli i iis�V Referto drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss _ _ T.F3L2 (9S4) 475=�3&i ML3384 In wnfortnance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses. FAX,- (954) A seal on this drawing or cover page listing title drawing, Indictee acceptance of professional engineering responsibility solely for the ' 31:20 N.W.` 16ffi''TBRR.AIM design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 aea2. . f?OMPAIVO ' iirI'9341>t. For more Information see this job's general notes page and these web sites: ITWBCG:www.itwbcg.com;TPI:www.tpinstorg;WTCA:www.sbcindustry.com;ICC:www.iwsafe.org 1'10" C6) R=2586# U=608# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40659 SCALE=0.1250 TC LL TC DL BC DL BC LL TOT.LD. 20.OpSf 15.0PSf 10.0PSf O.OPSf 45.OpSf REF DATE 03-27-2019 DRWG O/A LEN. 570202 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -TYPE HIPS iDo:h anaugvl r da TopIchord 2x6 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 :Wt 2x6 SP SS: All plates are 8X8 except as noted. 170 mph wind, 16.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 #1 hip supports 9-6-0 jacks W/2 panel TC and no end vert. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the Installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. ]--- 9'5-13/16" i 387-1/2" =6X10 -395 - 12 T 3'10.1719' 1 [..2'6'_ DESC. = B6 PLT. TYP: WAVE R=4938# U=1162# W=8" (Rigid Surface) DESIGN CRn=FBC20l7RESRPM2014 FTIRT-2D%(0%y 0(0) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S'LAYOUT 3 Complete Trusses Required F=:�� Nail Schedule:0.128"x3", min, nails Top Chord: 1 Row @12.00" D.C. Bot Chord: 1 Row @12.00" o.c. Webs :I Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Left side jacks have 9-6-0 setback with 2-641 cant and D-0-0 overhang. End jacks have 9-6.0 setback with 2-6-0 cant and 0-0-0 overhang. Right side jacks have 9-6-0 setback with 2-6-0 cant and 0-0.0 overhang. 9'5-13/16" ---1 3X5 ------=6X10-- --- - 1112X4 105X8(R) sa3X5 =8X10 =-3X5 1115X8(R) 3X8 02X4 4X5(A1) 522-1/8" 2'6' 5T2-1/8" QTY= 1 PLIES= 3 TOTAL= 3 ¢�yp� ••IMPORTANT'" FURNISH THIS DRAWING TO ALL.CONTRACTORSINCLUDING' THE INSTALLERS. • y'� J �. ® y�'9.. Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shag provide yr,'nr Oy�yy'tiA. temporary bracing per SCSI. Unless noted othewrise, top chord shag have properly attached structural sheathing and bottom chord shall have /''+� JM r�.11�.YJ err a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83, Y. A a'vS Refer loB7 or ldrawirgs 160A-Z loP sltende d plate positionslates to each few ( truss and posltlon es shown above and on the Joint Details, unless noted otherwise. rrw Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss TEE-., 954) 975-3384:� in conformance with ANSVTPI 1, or for handling, shipping, Installation 6 bracing of trusses. FAX .(954) 9"-3380 Assal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the ..;31?AX,195 9t 78- 980 design shown. The sultabigtyand use ofthladrawing for artystructure lathe responsibility oftheBulldhgDesigner parANBVTP118ec.2. For more Information see this job's general notes page and these web sites: OIDNIFANOWLkM`p"PL33U6( ITWBCG:www.itwbog.mm;TPl:www.tpinsLotg;WTCA:www.sbdndustry.com;[CC:www.iccsafe.og R=4894# U=1152# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40649 SCALE=0.1250 TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 570202 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE HIPS qua h anaugvf r yr Top chord 2x4 SP #2 N :T3, T4 2x4 SP #1 Dense: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1, W9 2x8 SP SS: :W2; W7 2x4 SP #1 Dense::W5, W6 2x4 SP #2 N::W8 2x6 SP SS: Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 74 plf at 0.00 to 74 plf at 7.56 TC: From 37 pit at 7.56 to 37 plf at 37.08 BC: From 20 plf at 0.00 to 20 ptf at 7.56 BC: From 10 plf at 7.56 to 10 pit at 37.08 BC: 629.79 lb Conc. Load at 7.56 BC: 526.26 lb Canc. Load at 9.56 BC: 563.08lb Conc. Load at 11.56 BC: 2103.37 lb Conc. Load at 13.56 BC: 2110.77 lb Conc. Load at 15.56,17.56,19.56 BC: 2291.49 lb Conc. Load at 21.56,23.56,25.56 BC: 2372.11 lb Conc. Load at 27.56,29.56 BC: 2308.58 lb Conc. Load at 31.56,33.56,35.56 DESC. = C1 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 3 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs :1 Row @ 4" o.c. i Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. 12' o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 12" 170 mph wind, 15.99 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Deflection meets L/360 live and LJ240 total load. Creep increase factor for dead load is 2.00. 19'9-1 /2" i1 T3-1 /2" 2,6" { �7" \:J Bra i 3T1" R=12335# U=2932# W=8" (Rigid Surface) b FLr ORMA QUAY.ITY TRUSS TEE: (954)975-3384 ]%X. (954) 9788980 3I20-N t� 16Lh TERRACE` . POMPANO HEACB, PL ou". DESIGN QTY= 1 PLIES= 3 TOTAL= 3 **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of Best ullding Component Safety Information, by TPI and VVTCA) for safety practices prior to performing these functions. Installers shag provide rpomry bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have rropedy attached rigid ceiling. Locations shown for permanent lateral restmintofwebs shall have bracing Installed per SCSI sections B3, ' or BtO, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. mfer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover paps listing this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of title drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 Seo.2. For more information see this Job's general notes page and these web sites: ITWBCG: www.ilwbcg.wm; TPI: www.tpinstorg; WTCA: wwwsbdrdustry.com; ]CC: wwwlcrsafe.org R=18470# U=4420# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf MUD. 45.Opsf DURYAC. 1.25 SPACING 24.0" SEQ = 40375 SCALE=0.1875 DATE 03-27-2019 1 O/A LEN. 370100 JOB #: 19HSO44 TYPE COMN roo:(7 utib1144) IL;;e Top chord 2x4 SP #2 N :T3, T4 2x4 SP 91 Dense: Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 N: Webs 2x4 SP #3 :W7 2x6 SP SS: Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.99 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.99 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Or 2x4 #3 or better "T' reinforcement. 80% length of web member. Attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" oc. Deflection meets L1360 live and L/240 total load. Creep increase factor for dead load is 2.00. I` 19'9-1/2" } 1 T3-1/2" �-- 2'6" 1 347 r 37'1" R=1889# U=84# RL=320/-301# W=8" (Rigid Surface) R=1605# U=91# W=8" (Rigid Surface) DESC. = C2 SEQ = 40105 PLT. TYP: WAVE DESIGN CRIT"FBC2017RESrrPF2014FTIRT-20%(0%no) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.1875 "WARNINGI"e READ AND FOLLOW ALL NOTES ON THIS DRAWING[ -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20.OpSf REF DATE 03-27-2019 tDgr 1syYY1 �Ir�T�A� L�-�OaRp WA .. Q AjUT l TR.USS V O Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI uildi Com rent safe Information, TPI and WTCA for safe to rag po Safety by ) ll practices properly shed m)ng these functions. Installers shall provide attached ave aepropety attached rigid ceper eiling I. .Locatioless ns shown for�permanent laterachord shall l restrainto fo webs shall have ubracing Inral stalled per BCSand bottom chord section 33, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page Ilating this drawing, Indicates acceptance of professional englnsaring responsibility solely for the dwlgnshown.The auiteblOtyand use ofthisdrawing for any structure Isthe responelbltlryofthe BuiidingDesigner per ANSUTP11Sso,2. For more Information see this job's general notes page and these web sites: ITWBCG:www.fwbcg.com;TPl:www.tpinstorg;WTCAwww.sbcirdmhy.wm;]CC:www.1cesafe.mg TC DL 15.Opsf BC DL 10.0psf BC LL 0.0 psf TOT.LD. 45.0psf DRWG O/A LEN. 37o1Do 7 (954) 975-8980 VAX, 337A i?I �V. 161hTfiRR%\CE . 20N.N954)9,7ERR POAMNO13EAcia,.FL33064, DUR.FAC. 1.25 JOB #:19HSO44 SPACING 24.0" TYPE SPEC b:(19HSO44) /C3 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :62, B3 2x6 SP SS: Webs 2x4 SP #3 Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 74 pif at 0.00 to 74 plf at 39.58 BC: From 20 plf at 0.00 to 20 pit at 39.58 BC: 100.00 lb Conc. Load at 12.00,16.00 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X4 except as noted. 170 mph wind,15.99 ft mean hilt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left and right cantilevers are exposed to wind Calculated horizontal deflection is 0.11" due to live load and 0.17" due to dead load. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",minJnails @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.99 ft. from roof edge. 19'9-1/2" I- 19'9-1/2" 2,6" B1 347" 2'6" �{ h -- T6" } 13' R=2010# U=351# RL=336/-336# W=8" (Rigid Surface) DESC. = C3 PLT.TYP: WAVE DESIGN CRR=F8C2D17RESfrPF7D14 FT1RT-2D%(D%ye(e) 39'7" QTY= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bradrg. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide FLOIM& temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI SeWons 83. (� ,a tr Y�1tYr.V I TRUSS B7 or as Apply truss and position as shown above and on the Joint Details, unless noted otherwise. i j !RILA Refer oldrawings 16OA-Z ttarnd d plate p tionsf ITW Bulldog Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss _ " TEL.(954j'975-3384 In conformance with ANSI/rPI 1, or far handlirg, shipping, Installation 8 bracing of trusses. 'iFA7C;1454j.978-6980 Asset on thls drewing or cover page Ilatlng this drawing, Indlodes acceptance of profeedond engineering respondatity coley forthe 3I28 N.W 1 6Lti TERRACE design shown. The sultabltity and use of thls drawing for eny structure laths responsibility ofthe Building Designer perANSVrPI 1 SacZ )?OMPANO H69i PL 33864. For more information see this Job's general notes page and these web sites: 17WBCG: www.itwbcg.com: TPI: www.tpinstorg; WTCA: www.sbdrxfustry.com; ICC: wwwlccsafe.org R=1925# U=375# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40084 SCALE=0.1875 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 390700 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -TYPE COMN Top chord 2x4 SP #2 N Bat chord 2x4 SP #2 N :B2, B3 2x6 SP SS: Webs 2x4 SP #3 Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 plf at 0.00 to 74 plf at 19A8 TC: From 72 plf at 19.18 to 72 plf at 23.38 TC: From 74 ptf at 23.38 to 74 plf at 39.58 BC: From 20 plf at 0.00 to 20 plf at 39.58 BC: 100.00 lb Conc. Load at 12.00,16.00 Wind loads and reactions based on MWFRS with additional C&C member design. MWFRS loads based on trusses located at least 15.82 ft. from roof edge. DESC. = C4 PLT. TYP.-WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. , 170 mph wind,15.82 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left and right cantilevers are exposed to wind Calculated horizontal deflection is 0.11" due to live load and 0.17" due to dead load. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SR8 SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)naiis @ 6" oc. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 five and U240 total load. Creep increase factor for dead load is 2.00. 19'2-1/8" 4'2-3/8" 16'2-1/2" 12 Q 4.6 cb 2'6" B1 347 2'6" I. 7,6" R=2005# U=345# RL=318/-325# W=8" (Rigid Surface) FLORMA QUALITY TRUSS TELt(954) 975-3384 FA3t: (954).978-8980 3120N.W 16&TERRACE. 001"ANO ORACA .VL 330" DESIGN CRIT"FBC2017RESRPF2114 FTIRT•20%(0%v0(e) 13' 1 18'1" 397' QTY= 1 TOTAL= 1 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and VVTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 53, W or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16GA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from INS drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Anal on this drawing or cover pegs Ilating this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The sultabigty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 SscZ For more information see this job's general notes page and these web sites: ITWBCG: wwwAwbog.com; TPI: www.tpinst.org: VVTCA: wwrw.sbdrdustry.com; ICC: www.icesafe.org R=1917# U=368# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40091 SCALE=0.1875 REF DATE 03-27-2019 DRWG O/A LEN. 390700 JOB #: 19HSO44 TYPE COMN u.: ianowwr r w Top chord 2x4 SP #2 N :T4 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N :B2, B3 2x6 SP SS: Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Calculated horizontal deflection is 0.10" due to live load and 0.15" due to dead load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. DESC. = C5 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X4 except as noted. 170 mph w nd, 15.59 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/_)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. b Bottom chord checked for 10.00 psf non -concurrent live load. 6 MWFRS loads based on trusses located at least 15.59 ft. from roof edge. 18'4-3/16" 9'10-1/4" 11'4-9/16" 12 Q 4.6 �2'6" B1 34'7" 2'6"++ T6" { 13' 39'7" R=1868# U=84# RL=293/-310# W=B" R=1848# U=84# W=8" (Rigid Surface) (Rigid Surface) FWRWA QUALITY TRUSS TEE:.M41) 97S-3384 FNt:(9543.978 8480 '3120-N.W.:16tliTERRACE . POWANO BRACF1; PL.13W DESIGN CRn•FBC7017RESRPI-2114 1 TOTAL= 1 -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI utlding Component Safety Information, by TIN and WfCA) for safety practices prior to performing these functions. Installers shall provide mporary bracing per BCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have property attached rigid wiring. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, r or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. afer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Installation 6 bracing of trusses. Asail on this dnwing or cover page gating this drawing, Indlcetes acceptance of professional engineering responslbigty, solely for the reign shown. The aulhbigty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sec.Z For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPI: www.lpinsLarg; WTCA: www.sbcindustry.com; ICC: wwwJc safe.org REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.0psf BC DL 10.00sf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40098 SCALE=0.1875 REF DATE 03-27-2019 DRWG O/A LEN. 390700 JOB #: 19HS044 TYPE COMN 6:(19HS044) / C6 Top chord 2x4 SP #2 N :T4 2x4 SP SS: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: Special loads (Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 plf at 0.00 to 74 pH at 17.52 TC: From 72 plf at 17.52 to 72 plf at 33.03 TC: From 74 plf at 33.03 to 74 plf at 39.58 BC: From 20 plf at 0.00 to 20 plf at 39.58 TC: 211.56 Ib Conc. Load at 28.63 TC: 136.62 lb Conc. Load at 31.46 TC: 90.04 Ib Conc. Load at 33.17 BC: 1353.45 Ib Conc. Load at 3.18 BC: 1271.10 lb Conc. Load at 6.00 BC: 1192.88 Ib Conc. Load at 8.83 BC: 863.23 lb Conc. Load at 11.66 BC: 772.10 lb Conc. Load at 14.49 BC: 672.53 lb Conc. Load at 17.32 BC: 585.33 lb Conc. Load at 20.15 BC: 478.74 lb Conc. Load at 22.97 BC: 379.40 lb Conc. Load at 25.80 BC: 106.41 lb Conc. Load at 28.63 BC: 55.22 Ib Conc. Load at 31.46 BC: 21.25 lb Conc. Load at 33.17 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFf 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 12" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 12" Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00 170 mph wind, 15.37 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT ll, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left and right cantilevers are exposed to wind DESC. = C6 PLT. TYP: WAVE f ELOR�DA (tUAL= TRUSS TEL, (950 975-3394 'FAX. (954).978.8980 3I20 Nm 16tk,rERRA,� POMPANO $EACFP M 33064. DESIGN CRrT"FBc20,7RESfrMDI4 FT/RT"2D%(0%y0(0) LAYOUT 1T6-1/4" } 1b6-1/8" 66-5/8"-�{ R=7583# U=1976# W=8" (Rigid Surface) QTY=1 PLIES= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handing, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have e properiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 133, 87 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this dmwing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, installation d bracing of trusses. A seal on Ws drawing or aver page Hating this drawing, Iridlcates acceptance of profeasiorial engineering rosponsibillty, coley for the design shown. The sultabIl ly and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIRPI 1 $002. For more information see Ibis Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.am; ICC: www.iccsafe.org 39'7" 12 'zz:7l 4.6 R=4311# U=1040# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40110 SCALE=0.1250 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE ' 03-27-2019 DRWG O/A LEN. 390700 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN Top chord 2x4 SP SS .T2, T3 2x4 SP #2 N: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 .W1 2x6 SP SS: :W4 2x4 SP #1 Dense: :Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00 f 5' 1-V2" I— 2'6" ---{ R=1938# U=566# W=8" (Rigid Surface) DESC. = D1 PLT. TYP: WAVE TTFLOIiMA TEE:(950 975-3384 FAX; 1954).084M80 .3120 .N.W.- 16Lh TERRACE . POMPANO REACE4 PL 330" DESIGN CRR=F8C2017RESIfPM4 FLIRT-M%(0%ye(0) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 19.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. #1 hip supports 5-0-0 jacks with no webs. 26'10" QTY= 1 TOTAL= 1 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TmSses require extreme care In fabricating, handling. shipping, Installing and bmdng. Refer to and follow the latest edition of SCSI uildrg Component Safety Information, by TPI and MCA) for safety practices prior to performing these functions. Installers shall provide mporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have rroperty attached dgid ceiling. Locations shown for permanent [atom] restraint of webs shall have bracing installed per SCSI sections B3, 'or B10, as applicable. Apply plates to each face of truss and position as shown above and an the Joint Details, unless noted otherwise. der to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses. A seal on this drawing or cover paagpe gating this drawing, Indicates acceptance of professional engineering responsibility solely for the sign Mown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sea2 For more information see this job's general notes page and these web sites: ITWBCG: www.hwbcg.com; TPI: www.tpinsLorg; WTCA: wwwsbcindmtry.com; ICC: wwwlnxsafe.org 5' �{ 20 io 3X4j I-- 2'6" R=1938# U=566# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40699 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0Psf 10.OPSf O.OPsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 261000 DUR.FAC. 1.25 JOB#:19HSO44 SPACING 24.0" TYPE HIPS b:(19HSO44) /D2 Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP 92 N Webs 2x4 SP #3 :W1 2x6 SP SS: :Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 20.13 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. J T 12'10" T �{ =4X5 =3X8 T2 =4X5 12 5`r—� - -- io T1 W3 W W3 d W1 03X8 W3 W4 T1 W1 �3X8 1112X W2 1112X4 tt 1 �3X112X4 1112X rm a3X4 "LIE 113 6 B1 =4X8 m5X6 61 —4X8 1113X6 �— 2'6" ---1 R=1447# U=473# RL=135/-135# W=8" (Rigid Surface) DESC. = D2 PLT. TYP: WAVE FLOAMA QUALITY TRUSS TEL: 0SO 975-3394 FAX.-(954).WS-8980 3120 mw. UdPrERRACE POM1Ar1O ML&C , FL 33u". 26'10" ~— 2'6" R=1447# U=473# W=8" (Rigid Surface) SEQ = 40713 DESIGNCRIT"FSC2017RE5/TP47014 F71RT=21K6(e%y 0(0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.2500 •'WARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20.Opsf REF DATE 03-27-2019 Trusses require extreme are In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edtion of SCSI iuilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide mpomry bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have property attached rigid ailing. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, r or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. afar to drawings 160A-Z for standard plate positions. TC DL 15.0psf BC DL 10.Opsf 0.0 Sf BC LL p DRWG RW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss anfortnanawithANSMI1,orforhandling,shipping,instalalion&bracingoftrusses. TOT.LD. 45.Opsf O/ALEN. 261000 Asset on lNs drawing or cover page Meting this dnrMrkg, Indicates acceptance of professional engineering raponrdaity solely fortha ralgn shown, fie suitatility and use of this drawing for err/ structure lathe responsidOtyof the Building Designer par ANSM 1 Beo.7. DU R. FAC. 1.25 JOB #: 19HSO44 For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.am; TPI: www.tpinslorg: WTCA: www.sbcindustry.am; ICC: wwwJocsafe.og SPACING 24.Orr TYPE HIPS b:(19HS044) / D3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 170 mph vrind, 20.55 ft mean hgt, ASCE 7-10, CLOSED bldg. not located Within 9.00 ft from roof edge, RISK CAT II, EXP B, Bot chord 2x4 SP #2 N wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 :W1 2x6 SP SS: :Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non -concurrent live load. n MWFRS loads based on trusses located at least 10.27 ft. from roof edge. T D 9' 18'10" 9' v rn 3X4 , ff� IT 1 26'10" I--- TV --I R=1447# U=341# RL=156/-156# W=8" (Rigid Surface) DESC. = D3 PLT. TYP.-WAVE FLORIDA, A, QUALITY TRUSS TEL.(9SO 975-3394 'FAX.(954).978-8980 3I201V.tiw 16thTERRACE FOMPANO REACH', riL 330". DESIGN CRIT"FBC20I7RESrrM0I4 FTIRT"20%(0%JI0(0) QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI uildirg Component Safety Information, by TPI and WiCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83, 'or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-Z for standard plate positions. fTW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss eonfonnance with ANSVfPI 1, or for handling, shipping, installation & bracing of trusses. Aseal on this drawing or cover pspa fisting title dmxing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suftabiUty and use of this drawing for any structure Is the responsibility of the Building Designer perANSUTPI 1 SooZ For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinsLerg; WTCA: wwwsbcindustry.mm; [CC: www.locsafo.org I-- 2'6" - -I R=1447# U=341# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40709 SCALE=0.2500 REF DATE 03-27-2019 DRWG O/A LEN. 261000 JOB #: 19HSO44 TYPE HIPS b.(19HSO44) / D4 Top chord 2x4 SP SS :T2 2x4 SP #2 N: Sot chord 2x4 SP SS Webs 2x4 SP #3:W1 2x6 SP SS: :Lt Level Return 2x4 SP #3::Rt Level Return 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and 1-1240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 20.94 It mean hgt. ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. MWFRS loads based on trusses located at least 10.47 ft. from roof edge. W10-1/2" 1 5'1" 1010-1/2" 12 5 T1 fa 03X W4 l3X4 �o r` W4 rn � 10 3X4 W3 0I2X 1[I3X4 I92X4 1L r �31X 112X44jZ tg 3X4 ey 1114XB(R) B1 3X4 =H0310 =3 4 B1 1114X8(R) 1-1/2" 1_7/2^ 1112X4 rL— 2610" 1-- 2'6" R=1447# U=339# RL=176/-176# W=8" (Rigid Surface) DESC. = D4 PLT. TYP. WAVE DESIGN CRIT^FaC7D17RESfrM2D74FTIRT12MIMMO) QTY= 1 TOTAL= 1 eeWARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installer: shall provide y�ery Qy��r+�� temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have �L �.1V3J�la�y�r�te .USS a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, able. 87 or lds s applicable.Applyplateto seachfaceof truss and position as shown above and on the Joint Details, unless noted otherwise. Refer o7 for ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss . 9�5 In conformance with ANSVTPI 1, or for handling, shipping, Installation d, bracing of trusses. : (954).975-33884 FAX, A east on thisdrawing or cover paps listing this dmving, Indicates acceptance of professional engineering responsibility solely for the 312 NN.W: 16th TERRA11= design ahown. The suitability and use of this drawing for any structure Is the responsibility of the BulldIng Designer per ANSVI PI 1 Sea7. . 04tvfP o WLW- . -VL 33064, For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tphnstorg; WTCA: wwwsbdrdustry.com; ICC: wwwlc safe.og R=1447# U=339# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40704 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.,Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 261000 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPS uoa n wnou ) r ci Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP 93 :W1, W9 2x6 SP SS: Special loads -(Lumber Dur.Fac. 1.25 / Plate Dur.Fac. 1.25) TC: From 74 plf at 0.00 to 74 plf at 12.97 TC: From 72 plf at 12.97 to 72 plf at 27.77 TC: From 74 plf at 27.77 to 74 plf at 30.27 BC: From 20 plf at 0.00 to 20 plf at 30.27 TC: 135.89 lb Conc. Load at 22.54 TC: -56.45 Ib Conc. Load at 25.37 TC: 87.45 lb Conc. Load at 27.91 BC: 572.62 lb Conc. Load at 10.01 BC: 448.49 lb Conc. Load at 12.83 BC: 684.57 lb Conc. Load at 15.66 BC: 755.06lb Conc. Load at 18.49 BC: 1217.96 lb Conc. Load at 19.66 BC: 73.33 lb Conc. Load at 22.54 BC: -90.26 lb Conc. Load at 25.37 BC: 50.28 lb Conc. Load at 27.91 DESC. = E1 PLT. TYP: WAVE THIS UWG. PREPARED BY THE ALPINE JUB DESIGNER PROGRAM FRUM TRUSS MFR'S 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails f Top Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @11.50" o.c. /f Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Deflection meets LJ360 live and UJ240 total load. Creep increase factor for dead load is 2.00. 1211-5/8" i. 14'9-5/8" r~ z0-- 1 ZV3-1W 2'6" --j 30'3-1/4" R=3081# U=775# W=8" R=3632# U=1075# W=11-5/16" (Rigid Surface) (Rigid Surface) QTY= 1 PLIES= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide . o�y try„��.. 1.���.iJ�./1Et temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have (��r����rr�r 'Q JUX a property attached dgld calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, to each ns. and posldon as shown above and on the Joint Details, unless noted otherwise. or tdrawinas gs sittande AA6ui i Refer oB7 16OA-Z� d plate positiolates ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss TEL: (954) 975-3384 in conformance with ANSUTPI 1, or for handling, shipping, Installation d bracing of trusses. 'FAX: (9S4).97&B980 Asset on this drawing or cover page gating thladmving, Indicates acceptance of profnsiond engineering responsibility coley for the 3I20 N.w. w rERRACM design shown. The sultsblgty and use of title drawing for any structure Is the responsibility ofthe Building Designer perANSUTPI 18e0.2. . POWANO RZACH, PL 33W For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbeg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ]CC: wwwlccsafe.org (A T 1 REV. 17.02.02A.1213.20 SEQ = 40719 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 300304 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN Top chord 2x4 SP #2 N :T2 2x6 SP SS: Bot Chord 2x6 SP SS .Webs 2x4 SP #3. Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 pif at 0.00 to 74 pif at 13.85 TC: From 72 pif at 13.85 to 72 pif at 22.64 TC: From 74 ptf at 22.64 to 74 pif at 30.27 BC: From 20 pif at 0.00 to 20 pif at 10.14 SC: From 60 pif at 10.14 to 60 plf at 20.14 BC: From 20 plf at 20.14 to 20 pif at 30.27 Wind loads and reactions based on MWFRS Wth.additional C&C member design. 13'10-3/16" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left and right cantilevers are exposed to wind (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 12 1114X5(R) na�; T2 03X4 =2X4 12 T1 mzxa 6.6 fV o3X6 W1 W2 10, =3X4(A1 T &1/2" �-- 2'6" 1 25'3-1/4" 3U3-1/4" R=1616# U=494# RL=200/-220# W=8" (Rigid Surface) T T7-9/16" RE R=1630# U=497# W=8" (Rigid Surface) c DESC. = E2 SEQ = 39849 PLT. TYP: WAVE DESIGN CW-FBC70I7RESnP42114FTIRTV2M0%y0(0) QTY=1 T0TAL=1 REV. 17.02.02A.1213.20 SCALE=0.2500 "WARNIN01ee READ AND FOLLOW ALL NOTES ON THIS DRAWIN01 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 �� /� 1ry� ♦ , i+V1\a1.tt�Jll�sir t (QUALITY TRUSS Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Buildng Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or 810. as Refer to drawing 1 BOA-Z� stands d plate posltlplates to each ceons� �� �d position as shown shwa and on the Joint Details, unless noted otherwise. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUiPI 1, or for handling, shipping, Installation S, bracing of trusses. Au I thlsdrawingorcoverpagegadngthlsdmwitlg,IndicatesecoeptenceofproteWonalengineeringreeponslblgtyvolelyforthe design shown. The stdtebilityand use ofthis drawing for arry structure Isthe responsiblgtyofthe Building Designer per ANSUTPIISom2, For more information see this jobs general notes page and these web sites: ITWBCG: www.itwbrg.com; TPI: www.tpinsLorg; WrCA: www.sbdndustry.mm; ICc: wwwlc safe.org TC DL 15.0 psf BC DL 10.0psf BC LL 0.0 psf TOT. LD. 45.0t-tSf p DRWG O/A LEN. 300304 TEI;.s,(954) M, .5-8384 ZAXc.(954)9V;3380 31?.N. 16&TERRAC,E, i'O1vtYA7�tOBEAC>3 ri>:93Rbi DUR.FAC. 1.25 JOB#: 19HS044 SPACING 24.0'r TYPE COMN iuua r7nau j Ira Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Truss passed check for 20 psf additional bottom chord live load in areas Wth 42"-high x 24'-wide clearance. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 14'8-1/8" r r m 3'1-5/8" — 12 Q 4.6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. I . 1T5-1/2" I �-- 2'6" 1 25'3-1/4" 1 2'6" ---{ R=1624# U=53# RL=227/-233# W=8" (Rigid Surface) DESC. = E3 PLT. TYP: WAVE FLOYtM& QUALITY TRUSS TL7L: i95A 97$-3384' FAX. (954) 978-8980 3120 N.W. 16th TERRACE . POMPANO BRAOH'i- PL 33064. DESIGN CRIT"FBC2017RESfrM014 FTIRT-20%(0%)1GD) 30'3-1/4" QTY= 1 TOTAL= 1 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require edition extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest eon of BCSI u)Idi g Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide mporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have rroperly attached dgld calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83, ' or 810, as applicable. Apply plates to each fats of truss and position as shown above and on the Joint Details, unless noted otherwise. Ifer to drawings 16CA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the toss conformance with ANSMI 1, or for handling, shipping, Installation & bracing of trusses. Aesd on this drawing or cover page gogng title drawing, Indicates acceptance of professional englneedng responsibility solely for the sign shown. The suitability and uss of this drawing for any structure Is the rasponelbigty of the Buliding Designer per ANSVTPI 1 Sao.2. For more Information see this job's general notes page and these web sites: ITWBCG: www.(twbcg.mm; TPI: w%w.tpIm;Lorg; VVTCA wwwsbcindustry.com; ICC: wwwlcsafe.org R=1624# U=549 W=8" (Rigid Surface) REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 39841 SCALE=0.2500 REF DATE 03-27-2019 DRWG O/A LEN. 300304 JOB #: 19HSO44 TYPE COMN ID:(l`Jr1DU44) /t4 Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24%%vide clearance. Defection meets 1-1360 live and L/240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CSC member design. (a) Continuous lateral restraint equally spaced on member. z Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. v f 161-5/81, } 1511-5/8" [— 2'6" + 263-1/4' .,. 2'6" 30'3-1/4" R=1627# U=53# RL=241/-241# W=8" (Rigid Surface) R=1628# U=53# W=8" (Rigid Surface) 3X4(A1) DESC.'= E4 SEQ = 39790 PLT.TYP-WAVE DESIGNCRIT-FBC2017RESRP42014FTRT•20%(0%y0(0) QTY=7 TOTAL=7 REV. 17.02.02A.1213.20 SCALE=0.2500 "WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF .DATE 03-27-2019 'ttatt Ays•rI^fti� 1 i.V1131J . QUA T •rTy •tt RjQSS tiLi iA a7 Trusses require extreme care In lehdcating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI (Bulldog Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Instatiers shag provide temporary bracing per BCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have a propedy attached rrgld ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each face of thus and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA•Z for standard plate positions. ITW Building Components Group Inc. shall not he responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIRP11, or for handling, shipping. Installation 8 bracing of trusses. A seal on We drawing or cover page gating this drawing, Indicates acceptance of professional engineering reopondblilty solely for the design shown. The suitability and useolthledrawingforanystructureIstheresponeldgtyoftheBuildIngDesignerperANSUMI1Sec.2. For more information see this Job's general notes page and these web sites: rrWBCG:wvvw.ltwbcg.com;TPl:www.tpinstorg;W7CA:www.sbdndustry.com;ICC:www1csafe.org ' TC DL 15.Opsf BC DL 1 O.OSf P O.O $f BC LL p TOT.LD. 45.Opsf DRWG ' O/A LEN. 300304 TEi•;:"(9541!475-3384 FAX: 95 .&8980 (- 97 3I20 N.R; 1611i TERRACE , POMPANOBEACH' PL3J064. DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 74 pif at 0.00 to 74 plf at 25.95 TC: From 72 plf at 25.95 to 72 plf at 27.63 BC: From 20 plf at 0.00 to 20 plf at 10.14 BC: From 60 plf at 10.14 to 60 plf at 20.14 BC: From 20 pit at 20.14 to 20 pit at 27.63 Wind loads and reactions based on MWFRS with additional C&C member design MWFRS loads based on trusses located at least 15.00 ft. from roof edge. DESC. = E413 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (J) Hanger Support Required, by others 1 (a) Continuous lateral restraint equally spaced on member. f Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total Iliad. Creep Increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 1353 lbs. 161-5/8" + 10'9-13/16" 1'8-3/16"I 2'6" 1 25'1-9/16" v R=1650# U=508# RL=224/-203# W=8" (Rigid Surface) FLORMA QUALITY TRUSS TELe (954) 975-3384 FAX: 1(950 978 8980 3I20 NJY.-16ttiTEKRAf E INDr"ANO, DFACH; Pt 3306 ' DESIGN CRIT"F13C2017RESUP42014 FTIRT-20%(0%Y0(0) 2T7-9/16" QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest "lion of BCSI uilding Component Safety Information, by TPI andWTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per BCSI. unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have noperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 53. ' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handing, shipping, Installation & bracing of busses. Aseal on this crowing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of this drawing for any structure Is the reeponalblity of the Bullring Designer par ANSVTPI 1 Boaz For more Information see this job's general notes page and these web sites: ITWBCG: www.ltwbog.com; TPI: www.tpinst.og; WTCA: www.sbdndLtstry.com: ]CC: www.1ccsafe.org T fc 1221 01 d N fV N 11 R=1353# U=441# H=H1 REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40035 SCALE=0.2500 REF DATE 03-27-2019 DRWG O/A LEN. 270709 JOB #: 19HSO44 TYPE COMN ID:tl UMIJ44) It4U Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 _ Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 74 plf at 0.00 to 74 ptf at 21.12 TC: From 72 plf at 21.12 to 72 plf at 25.63 BC: From 20 plf at 0.00 to 20 ptf at 10.14 BC: From 60 plf at 10.14 to 60 pif at 20.14 BC: From 20 plf at 20.14 to 20 plf at 25.63 Wind loads and reactions based on MWFRS with additional C&C member design. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph Wnd,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B. wind TC DL--5.0 psf, wind BC DL=5.0 psf. GCpi(+/.)=0.18 Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. t Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 1271 lbs. 151-5/8" 5'11-7/8" {+— 4'6-1/8" -- =4X5 T2 W5 T3 12 3X4 Q 4.6 12 5X6 N5X6(SRS) a3X5 6.5 ' cb T1 W3 10 wz =2X4(A1 W1 B1 =3X5 =4X5 =3 4 I 1113X4 62 2W 1 2&1-9/16" . 25'7-9/16" R=1539# U=471# RL=207/-169# W=8" (Rigid Surface) DESC.= E4C PLT. TYP: WAVE FLORMAA QUALITY TRUSS TEI:t.(95Q 975=3384 FAX, (" 978-8980 ' 3120 N.W. 1613[i'TERRACE POMPANO 1WACHj PL 330" DESIGN CRIT-RC2017RESriM014 FT1RT-20%(0%y0(0) QTY= 1 TOTAL= 1 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI urclI g Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shell provide nporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have 3roperly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, or BlO. as appticeble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSMI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or Cover page thing this drawing, Indicates acceptance of professional engineering responalbi0ty coley for the sign shown. The suitability and use of this drawing for any structure la the responsibility of the Building Designer per ANSVTPI 1 Saa2 For more Information see Otis Job's general notes page and these web sites: n WBCG: www.itwbcg.cem; TPI: wwwJpinsLcrg; WTCA: www.sbdndmtry.com; [CC: wwwJccsafe.org 4 T I� 1 R=1271# U=435# H=H1 REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ cc 40033 SCALE=0.2500 REF DATE 03-27-2019 O/A LEN. 250709 JOB #: 19HS044 TYPE COMN I0D:t1ar1JU44) r t4U Top chord 2x4 SP #2 N :T1 2x4 SP SS: T4 2x4 SP #1 Dense: Bot chord 2x6 SP SS Webs 2x4 SP #3 :W7 2x4 SP #1 Dense: Special loads —(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC: From 74 pif at 0.00 to 74 plf at 16.29 TC: From 72 plf at 16.29 to 72 plf at 23.63 BC: From 20 pif at 0.00 to 20 plf at 10.14 BC: From 60 pif at 10.14 to 60 pif at 20.14 BC: From 20 pit at 20.14 to 20 pif at 23.63 Wind loads and reactions based on MWFRS with additional C&C member design. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. m ca Bo =2X4(P T 6-irl' 1 DESC.= E4D PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph vrind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg. not located viithin 9.00 ft from roof edge, RISK CAT II, EXP B, Wind TC DL=5.0 psf, wind BC DL=5.0 psi. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Calculated hor¢ontal deflection is 0.23" due to live load and 0.27" due to dead load. (J) Hanger Support Required, by others (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 1193 lbs. 1511-5/8" 1'1-15/16" 7'4-1/16" �{ 2'6" 1 21'1-9/16" 23'7-9/16" R=1424# U=429# RL=189/-135# W=8" (Rigid Surface) �rDerr ��rtr����. 1 LOILM&' QUALITY TRUSS THL:0SA WS-3384 FAX' (950 978-8986 3I?A W.W 16di TERRAf POMPANO BEACH;PL3U 4. DESIGN CRIT•FfiC201TREStrM014 FT/RT120%(0%y 0(0) QTY=1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI uilmng Component Safety Information, by TPI and WTCA) for safety practices pdor to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have xoperty attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 133, ' or 1310. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. for to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Atool on this drawing or cover page Ilating this drawing, Indicates acceptance of professions[ engineering responsibility solely for the sign shown. The sultablilty and use of this drawing for any structure Is the responsibility of the Bulimr g Designer par ANSVTPI 1 Sec.2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstog; WrCA: www.sbcindustry.com; [CC: wwwJ=afe.og W —co-- R=1193# U=434# H=H1 i REV. 17.02.02A.1213.20 SEQ = 40031 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0PSf 10.0PSf 0.0PSf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 230709 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN b:(19HSO44) /E5 Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 3X4(A1 e:, THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent five load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 13'6" 3'3-1/4" } 13'6" 1t14X5 T2 //4X5(R) W5 03X4 (a) W5 �3X4 12 T1 6.5 W3 ip W3 ry W2 10, 81 =4X5 =5X6 -4X5 81 25'3-1/4" 30'3-1/4" R=1627# U=66# RL=215/-215# W=8" (Rigid Surface) DESC. = E5 PLT. TYP: WAVE DESIGN CRIT"FBC2017RESRP42014FTIRT•2G%(G%V0(0) QTY= 1 TOTAL= 1 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and VJTCA) for safety practices prior to performing these functions. Installers shall provide gyti 1 FLORIDA- temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have ,L .LORIDA- a properly attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shell have 'bracing Installed per SCSI sections B3, TRUSS B7 or ldrawingas ops lates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. sltande Qv�ITY Refer o16GA-Z f rr d plate post ons' " t RW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss - TL'Li (954) 975-3384 In conformance with ANSIRPI 1, or for handling, shipping, installation 8 bracing of trusses. 'FAX: (95�975-339 49i 6-89311r^E Asool on thIs drawing or cover pegs listing this drawing, Indicates socaptence of professional engineering responsibility solely or the 3I28 N.W.N.W li TER design shown. The suitability and use of thle drnNing for any structure Is the responsibility of the Building Designer porANSMI I Sec.2. P0120 Xik' 33064. - r For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.cam; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: wwwJccsafe.org R fWZ-�3jX6 =3X4(Al) 1113X4 2'6" R=1627# U=66# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 39806 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf 0.0psf 45.0psf REF DATE 03-27-2019 DRWG O/A LEN. 300304 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE COMN Top chord 2x4 SP 92 N Bot chord 2x6 SP SS Webs 2x4 SP #3 :W7 2x6 SP SS: Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. DESC. = E5A PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Deflection meets LJ360 live and U240 total load. Creep increase factor for dead load is 2.00. 1 SND 13'6" 1 3'3-1/4" 1+ 11' -t R=1455# U=82# RL=205/-185# W=8" (Rigid Surface) Q4.7t1L1 Riess TELL' (954) 975=3384 'FAX: (0 971 4980. 3120 N NV. 16di'TERRALE . _ 'OUTANO9EAClik.PL330 4. FTIRT-Nl%(e%v 0(0) n 2T9-1/4" R=1165# U=78# W=8" (Rigid Surface) QTY= 1 T0TAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shell have xoperly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 133, 'or B10, as applicable. Apply plates to each face of truss and position as shown above and an the Joint Details, unless noted otherwise. nfer to drawings 16OA-Z for standard plate positions. n W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Aseal on this drawing or cover page Haling this drawing, Indicates acceptance of professional engineering responsibility coley for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSIRPI 1 Sea2 For more information see this Job's general notes page and these web sites: ITWBCG: www.1twbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: wwwJccsafe.org REV. 17.02.02A.1213.20 SEQ = 40007 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 270904 DUR.FAC. 1.25 JOB #: 19FIS044 SPACING 24.0" TYPE COMN D:tiartavaa) r tc THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, Bot chord 2x6 SP SS wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Continuous lateral restraint equally spaced on member. Truss passed check for 20 psf additional bottom chard live load in areas with 42"-high x W.-wideclearance.(a) Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. ) MWFRS loads based on trusses located at least 15.00 ft. from roof edge. \� DESC. = E6 PLT. TYP: WAVE 1V6" T3-1/4" } 11'6" iN �-- 2'6" 1 263-1W 12'6" R=1627# U=88# RL=183/-183# W=8" (Rigid Surface) DESIGN CRIWEIC2017REWP42014 FTIRT"2D%(G%y 0(0) 30'3-1/4" QTY= 2 TOTAL= 2 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Instating and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) forsafey practices priorto performing these functions. Installers shag provide bq-�� temporary bracing per SCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have ('y �.1111V.iiLLn Thy a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, E17 or i j j TRUSS Refer BID, as rags 1 figA-Z Apply sty plat d plate each face of truss and position as shown above and on the Joint Details, unless noted otherwise. s. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss fL'h: (954j 975-3354 in conformance with ANSIRPI 1, or for handling, shipping, Installation & bracing of trusses. TAX; (930 996-8980 A seal on this drawing or cover page Ibdng this drawing, Indicates acceptance of professional angineedng responsibility coley for the 3 T X; (9 4) 917841980 E . design shown. The aWtaW5y and use of thls drawing for any structure Is the responsibility of the BWlding Designer perANSIRPI I Seat _3,120 NO 16diWSA1 i3 RACE . For more Information see this Job's general notes page and these web sites: r ITWBCG: www.itwbog.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; [CC: wwwJccsafe.org R=1627# U=88# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 39804 SCALE=0.2500 TC LL TC DL BC DL BC ILL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG 0/A LEN. 300304 DURYAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -HYPE COMN Top chord 2x4 SIP #2 N Bot chord 2x4 SIP SS Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. l 9'6" 11'3-1/4" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. +� Truss passed check for 20 psf additional bottom chord live load in areas with 42%high x 24"-wide clearance. a Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. V 9'6" �— 2'6" - 25'3-1/4" _ 2,6" —+� R=1489# U=283# RL=151/-151# W=8" (Rigid Surface) DESC. = E7 PLT. TYP: WAVE FLORMA QUALITY TRUSS TEL- (95Q 975-3384 FAX, (950 979-8980 3120 N.W. 1611i' BRACE- . ror "ANO R"Cai FL 330".. DESIGN CRIT-FaC2017RESnPL2714 FTIRT-20%fG%v Ole) 30'3-1/4" QTY= 2 TOTAL= 2 **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached dgld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, 137 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the rasponelbl0ly of the Building Designer par ANSVMI 1 Sea2 For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ICC: www.iccssfe.org R=1490# U=283# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 39811 SCALE=0.2500 TC LL TC DL BC DL BC ILL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 3003D4 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN jomtl `Jr�JU99) /Ctl Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. f T6" T -1 12 6.5 G is �5) l � 3X4(A1 6.1y R=2460# U=610# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 plf at 0.00 to 74 plf at 7.50 TC: From 37 plf at 7.50 to 37 pff at 22.77 TC: From 74 plf at 22.77 to 74 plf at 30.27 BC: From 20 plf at 0.00 to 20 plf at 7.53 BC: From 10 plf at 7.53 to 10 plf at 22.74 BC: From 20 plf at 22.74 to 20 plf at 30.27 TC: 403.69 lb Conc. Load at 7.53,22.74 BC: 140.65lb Conc. Load at 7.53,22.74 BC: 220.79 Ib Conc. Load at 9.56,20.71 BC: 246.15lb Conc. Load at 11.56,14.71,18.71 BC: 249.50 lb Conc. Load at 13.56.16.71 4'11-5/8" 11'4" 1 2'8" 1�- 4'11-5/8" AYR T4 =d1 Fd"7it3M% 30'3-1/4" T6" -� 4X5(R) W3 T1 �5X6 W7=3X4(At) ull =5X14 103X5 2'6" R=2452# U=605# W=8" (Rigid Surface) DESC. = ES SEQ = 40307 PLT. TYP: WAVE DESIGN CRR=FBUDITRESnP42014FTRiT-20%(D%Y0(e) QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=0.2500 } - - ,fir �y:I�yytiA FL 1\i.it�Jp QUAL Y TRUSS "WARNIN01ee READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, op chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or Refer toldrawiras gs 16OA-2 or sttande d plate positions' truss and position as shown above and on the Joint DelalB, unless noted otherwise. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, arty failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, installation 3 bracing of trusses. Aced on this drawing or cover page listing this drawing, Indicates acceptence of professional engineering respondblilty solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the BulldIng Designer perANSVTPI 1 flao2 For more information see this Job's general notes peg a a ad these web sites: ITWBCG: www.ilwbcg.wm; TPI: www1pinstorg; WTCA: www.sbcindustry.com; ]CC: www.1c�fe.org TC LL 20.Opsf TC DL 15.Opsf BC DL 1 O.Or1Sf P BC LL 0.0 psf TOT.LD. 45.Opsf REF DATE 03-27-2019 DRWG '. I O/A LEN. 300304 TLLt (954) 975-3384 FAX. (925,49,78-lll 3I20-N.W 161h TERRA4= . P011dPAiYUi3liACiI'FL33B64 r DURYAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN D:tl UMU44) Itb Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Bottom chard checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. DESC. = E9 PLT. TYP: WAVE THIS DWG. PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)SUBMITTED BY TRUSS MFR. 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load'is 2.00. Provide hanger or special connection at right end of -truss for 863 lbs. 15'9-3/16" i5' 1 D-7/16" 2'6" 1 19'1-9/16" R=1170# U=45# RL=191/-112# W=8" (Rigid Surface) FLORMA QUAIATY TRUSS 1ML,. (954) 975=3384 FAX* (954)979-898G '31211 PT.W.-1St1i TERRACE . POMPANO )WACH,' PI.330B4 21'7-9/16" FT1tT-20%fo%yo(0) QTY=1 TOTAL= 1 12 Q 4.6 R=863# U=75# H=H1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 87 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility coley for the design shown. The sultabillty end uss of this drawing for any structure la the responsibility of the Bullding Designer per ANSUTPI 1 Sea2. For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.cam; TPI: www1pinst.og; WTCA: wwwzbdndustry.dnm; ICC: wwwJccsafe.org REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40050 SCALE=0.2500 REF DATE 03-27-2019 DRWG O!A LEN. 210709 JOB #: 19HSO44 TYPE COMN ruu.t ianouwl r cw Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind . (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 16.12 ft. from roof edge. DESC. = E10 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM'FROM TRUSS MFR'S LAYOUT 170 mph vAnd, 15.12 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT ll, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. , (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length.of web member. Attached with Bd Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 772 lbs. q � 12 Q 4.6 16'7-1/8" 3'0-7/16" --1 �-- 2'6" '1 17'1-9/16" r 19'7-9/16" R=1079# U=26# RL=200/-91# W=8" (Rigid Surface) DESIGN Mr-F13C2017RESRPF2114 FT/RT•20%(0%p0(0) QTY= 1 TOTAL= 1 co o5 4 oo_ R=772# U=99# H=H1 ` **IMPORTANT'*FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' THE INSTALLERS. Trusses require extreme care In fabdcadng, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Informagon, by TPI and WTCA) for safety practices priorlo performing these functions. Installers shall provide �y Oriyryti;t♦ iTVi�Vl'sTtc. temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have .8'J.e . �- yTY TRUSS a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, W or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. tali QUA Refer to drawings 16OA-Z for standard plate positions. I1 W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss TLrlf (9-40 975-3384 in conformance with ANSVTPI 1, or for handling, shipping, installation R bracing of trusses. 'FAX. (954;,.97. -8980 Asea1 on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the 0 . R S123I20 N.W.' 16t1i TELiRACE TE dealpn shown. The suitability and use of this drawing for any structure Is the responsibility of the Bidding Designer perANSVTPI 1800.2. $611i ACE64. P N. - . r For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPI: www.tpinst.org; WTCA: www.sbdndustry.com; ICC: wwwJccsafe.org REV. 17.02.02A.1213.20 SEQ = 40057 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10:Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 190709 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.34 ft. from roof edge. 1T5-1/16" 2'6" 18 15'1-9l16" f 1T7-9/16" R=989# RL=2101-69# W=8" (Rigid Surface) DESC. = E11 PLT. TYP: WAVE XY ORMA QUA ATY TRUSS TEE: (954) M-3384 PAX: (954) 978.0950 3I20 N.W. 1611i TERRACE . POMPANO IWACIi'F PL 33064. DESIGN CRIT"FSC20I7RESrrPIF2DI4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.34 ft mean hgt, ASCE 7-10, CLOSED bidg, not located vrilhin 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% le n th of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 673 lbs. R=673# U=134# H=H1 QTY= 1 TOTAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI ulidirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide mporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, r or BI0. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. :fer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSI/'rPI 1, or for handling, shipping, installation 8 bracing of trusses. A tool on We drawing or cover page hating this drawing, Indicates acceptance of professional engineering responsibility solely for the rslgn shown. The suitability and use of this drawing for any structure Is the responsibility of the Bullding Designer per ANSIRPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com: TPI: www.tpinsLorg; VJTCA: www.sbdndustry.mm; ICC: wwwJccsafe.org REV. 17.02.02A.1213.20 SEQ = 40062 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0PSf 10.0PSf O.OPSf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 170709 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN Job:(19HSO44) / E12 Top chord 2x4 SP #2 N .'i Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 15'7-9/16" 2'6" T 131-9/16" R=898# RL=186/-62# W=8" R=585# U=120# (Rigid Surface) H = H1 DESC. = E12 PLT. TYP: WAVE FLORMA QUALITY TRUSS 0 TEL. (954) 975-3384' FAX: (954).97"9ft 3120 RW.-16th TERRAFI . PDX"W-NO BEACH; PL 33064, DESIGN CRn=FBC2017RESRPF2014 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better"T' reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Deflection meets L/360 rive and L/240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 585 Ills. SIF 1 TOTAL=1 "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have xoperlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, ' or B1 g, as appricable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Iter to drawings 16OA-2 for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses.Ased on this drawing or cover peg Ilating this drawing, Indicates acceptance of profeWonet erglneedng responsibility solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSMI 1 Sea2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.00m; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: wwwJccsale.org REV. 17.02.02A.1213.20 SEQ = 40065 SCALE=0.2500 TC LL TC DL BC DL - BC LL TOT.LD. 20.Opsf 15.0psf 1 O.OPSf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 150709 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO luua-ntlnou ) Icla Top chord 2x4 SP #2 N Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. r• MWFRS loads based on lasses located at least 15.00 ft. from roof edge. ' Provide hanger or special connection at right end of truss for 479 lbs. �— 2'6" 11'1-9/16° l 137-9/16" R=821# RL=162/-54# W=8" R=479# U=106# (Rigid Surface) H = H1 DESC. = E13 SEQ = 40067 PLT. TYP: WAVE D&GNCRT"FBC2a17RESrrPL201<FTRT=zoxcossvovl QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.3750 "WARNING1" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 I �tr bye ri .i: LOi�iLJA' �rt� QUALITY MUSS Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Bulldi� Component Safety Information, by TPI and WiCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or Refer of drawings 16OA-2 for stands d plate positionslates to each face { �� and position as shown above and on the Joint Details, unless noted otherwise. n W Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Areal on title drawing or cover page Ilstitg this drawing. Indicates acceptance of professional engineering responsibility solely for the design shown. The sultabi0y, and use of thle drawing for am/ structure Is the raeponalblOtyof the Building Designer perANSVTPI 1 Sec.2. For more see this pinstjob's rgeneral VTCA:notes page and these om;IC ter: ITWBCG: www.ilwbcg.cam; TPI: www.tpinst.org; WiCA: www.sbdndistry.cam; ICC: wwwlcasefe.org TC DL 15.Opsf BC DL 10.0 Sf p BC LL O.Opsf 45.0 sf TOT.LD. p DRWG ' O/A LEN. 130709 TELfTLLZ (954) 775 3384 (9SQ 9i8-8980 3320 X,<V. 161H 8-1103TERACE Pf AD"OREACli PL13064 r DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO b:(19HSO44) / E14 Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. jam— 2'6" 91-9/16" 11'7-9/16" R=736# U=4# RL=139/-46# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. Provide hanger or special connection at right end of truss for 379 lbs. R=379# U=91# H=H1 DESC. = E14 PLT.TYP: WAVE DESIGN CRIT-RC2017RES/TP42114FT1RT•2f1%(0%)r0(0) QTY=1 TOTAL=1 "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide gray ®yryyr� temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shell have �RJ'p TTY MUSS a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing Installed per SCSI sections B3, B7 or to each face f truss and position as shown shwa and on the Joint Details, unless noted otherwise. standard 'CCU Refer todrawings16OA-Z for plate �tionslates RW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss _ 'I'L"L:.(954) 975-3384 in conformance with ANSIr PI 1, or for handling, shipping, installation & bracing of trusses. - PAX: (954).W54380 , 0 Aseat on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the 3I2ti 1613i'6-3980� TERRACE design shown. The sultsdlity, and we of this drawing for any structure Is the responsibility ofthe Building Designer perANSUiPI 1 8ea7. POMPANO H6111i , I- PL 338 . r For more information see this Job's general notes page and these web sites: rrWBCG: www1twbog.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; ICC: wwwJccsafe.og REV. 17.02.02A.1213.20 SEQ = 40069 SCALE=0.3750 TIC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.0psf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 110709 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO b:(19HSO44) / G1 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :81 2x4 SP #1 Dense: Webs 2x4 SP 93 Left cantilever is exposed to wind (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. DESC. = G1 PLT. TYP: WAVE All plates are 2X4 except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better'T' reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails Q 6" oc. -,V�(. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load Is 2.00. j ` P Provide hanger or special connection at right end of truss for 1037 Ibs, (J'p\! v E 13' 10-1 /2" } 11'4-112" �-- 2 6" } V 227 I- 263" R=1347# U=46# RL=211/-1gl# W=8" (Rigid Surface) TT FLORA UTY TRUSS TI±L:(95Q 975=3384' FAX. (954) 978 9980 . 120 N.W. 16th TERRACE POMPANO BEACH, .PL 330". DESIGN CRn=FlIC2017RESIfPF2014 QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord shall have xoperly attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing installed per BCSI sections B3, 'or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. ddrawings awings 160A-Z for standard plate positions. ITV/ Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSI/TPI 1, or for handling, shipping, installation a bracing of trusses. Aeast on this drawing or cover pegs fleling this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitabillty and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 SacZ For more information see this job's general notes page and these web sites: ITWBCG: www.itwbeg.com; TPI: www.tpinsLorg; WTCA: www.sbdndLrtry.com:ICC: wwwJccwfe.org T 1 2'4" ---{ R=1037# U=55# H=H1 REV. 17.02.02A.1213.20 SEQ = 39941 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 250300 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense :B2 2x4 SP SS: Webs 2x4 SP #3 Left cantilever is exposed to wind (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. r Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 7 Provide hanger or special connection at right end of truss for 1037 lbs. °w f 13'10-1/2" 11'4-1/2" �- 2'6" 1 22's^ 25'3" R=1347# U=46# RL=211/-191# W=8" (Rigid Surface) R=1037# U=55# H=H1 DESC. = G2 SEQ = 39937 PLT. TYP: WAVE DESIGN CRIT=FBC2017RESrrM014FTIRT-2an(BxyDID) QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=0.2500 •'WARNINGIa• READ AND FOLLOW ALL NOTES ON THIS DRAWING] •IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20:Opsf REF DATE 03-27-2019 •may OysMA i'L S13 ,+ +Iei••Y • RUSS Trusses require extreme care In fabricating, handflng, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safely practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locators shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for my deviation from this drawing, any failure to build the truss "I wnfonnance wdh ANSVTPI 1, or for handling. shipping, Installation & bracing ofbusses. A seal on We drawing or cover page hatingestltbNWis drawing, Indicates acceptance of professional engineering responsibility solely for the design shown.Thuitabilityenduseofdmvdngfor any sctureIsthe responelbi0tyofthe BulldingDesigner per ANSVTPl1SooZ For more information see this Job's general notes page and these web sites: r9 ITWBCG: www.itwbcg.eom; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ]CC: wwwlccsale.o TC DL 15.Opsf BC DL 1 O.Onsf r O.Or�$f BC LL r TOT.LD. 45.Opsf DRWG C! .. O/A LEN. 250300 T L.o( 4i 975w=4 FAX. (950 517fG8980 '3I2(IN.W.1617i'T1312IlJ1Q:, PIDWANO )MACH, IYL 330". r DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC u.t ronauwl r mo Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 :W1 2x6 SP SS: (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. MWFRS loads based on trusses located at least 15.06 ft. from roof edge. R=1070# U=55# RL=181/-181# W=8" (Rigid Surface) DESC.= G3 PLT. TYP: WAVE =Trr;;FF��LyO�Ra>MAAytc G� Qalt1L11 1 RV SS TEE. (9$Q'975-3384 'FAX: (954).998-8980 312014.W. 16th TERRACE PO1l ANO SEACH pL 33064, 170 mph wind, 15.06 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B. wind TIC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. 1 V4=1/2" 114-1/2" DESIGN CRR"FaC2017RESMIL2014 huanotrt/ 22'9" R=1070# U=55# W=8" (Rigid Surface) QTY=1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI ilding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide Iporary bracing per SCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have ropedy attached dgld calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 'er to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the lass onformance with ANSVTPI 1, or for handling, shipping, installation & bracing of lasses. Asest on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the Ilgn shown. The suitability and use of We drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Soo.2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstog; WTCA: www.sbcindwtry.com; ICC: www.lcmafe.org REV. 17.02.02A.1213.20 SEQ = 39945 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 220900 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN N.11--) /U9 Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense :B2 2x4 SP SS: Webs 2x4 SP #3 Left cantilever is exposed to wind THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM -FROM TRUSS MFR'S LAYOUT 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. (J) Hanger Support Required, by others Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SR8 SPF-S or better "T" reinforcement. 80%gth of Bottom chord checked for 10.00 psf non -concurrent live load, web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. Deflection meets L/360 live and U240 total load. Creep Increase factor for dead load is 2.00. fz ` Provide hanger or special connection at right end of truss for 1010 lbs. r 13'10-1/2" 10'9-1/2" 2 6" 227 R=1320# U=249# RL=208/-184# W=8" (Rigid Surface) r DESC. = G4 PLT. TYP: WAVE DESIGN FLORMA QUA ATY TRUSS TEL1.(954) 875=3384 VAX., (954) 978-8980 `3120-N.%V, I&ETETtItACE' PIDbWANO DEACRi PL 330" 24W QTY= 2 TOTAL= 2 **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabdcating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or BID, as applicable. Apply plates to each face of burs and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. frW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In wnformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page Ilellng this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The sultabllty and we of this drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 SecZ For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.wm; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: wwwJ=safe.org R=1010# U=211# H=H1 REV. 17.02.02A.1213.20 SEQ = 39949 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 1 O.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 240800 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE SPEC Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :B2 2x4 SP SS: Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Or 1x4 93SRB SPF-S or better "T" reinforcement. 80% length of web member. Attached with ad Box or Gun (0.113"x2.5",min.)nafls @ 6" oc. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load Is 2.00. Provide hanger or special connection at right end of truss for 1010 lbs. � q 12'6" 2'9" 9'5" —2,6„ 222" 24'8" R=1320# U=251# RL=186/-162# W=8" (Rigid Surface) DESC.= G5 PLT. TYP: WAVE DESIGN CRT-FBC2017RES"I-2014Fr1RT"20%(016y0(0) QTY= 1 TOTAL= 1 **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide y�y �ys,p�ti� temporary bracing per BCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have 1�� a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, �7 rLT�trR�M •gyp r Tres• B7 or 810. as applicable. Apply plates to each face of truss and position as shown above and an the Joint Details, unless noted otherwise. QLii1i11 1 �AV Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss TEE: (9SO 975-3384 in conformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses. 'FAX: (954j 976.8980 (954j 9 Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the TE 3IF X: TERRACE N.WAVO deslgn shown, The eWtebigty, and use of this drawing for any structure Is the re ponslblgty ofthe Bullding Designer perANSIRPI 1 SecZ R CE . , E 3MO B1:ifi r For more information see Ws job's general notes page and these web sites: ITWBCG: www.itwbeg.com; TPI: www.tpinsLorg; WTCA: www.sbcindustry.com; ICC: wwwJccsafe.org R=1010# U=213# H=H1 REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf TOT. LD. 45:Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 39954 SCALE=0.2500 REF DATE 03-27-2019 DRWG O/A LEN. 240800 JOB #: 19HS044 TYPE HIPS U:(l anov ) r V0 Top chord 2x4 SP #2 N :T3 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft from roof edge. DESC. = G6 PLT. TYP: WAVE THIS UWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FRVM TRUSS MFR'S LAYOUT 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better "r reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 1018 lbs. �fj f 10'6" 67 T5" �— — 2'6" 22'2" i- 24'8" R=1311# U=252# RL=154/-130# W=8" (Rigid Surface) DESIGN CRIr FBC2017RESfrPI-2014 FTIRT-2WA0Y,v0(0) QTY= 1 TOTAL= 1 -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide �riYy1� temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have w �r T 1it\..iiiiJJ a properly attached rigid coifing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections S3, B7 BID, as QUALITY TRUSS Refer o cla wings 16BA-Z � standard plate positions' Was and position as shown above and on the Joint Details, unless noted otherwise. I1W Building Components Group Inc. shall not be responsible for any deviation from this drevving, any failure to build the truss TEL. (954} 975-3354 in conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. FAX.L. (9SQ 9?5-3390 Asent on this drawing or cover page rating this drawing, Indicates acceptance of professional engineering responalMtity solely or the 312-0 .(954).ii8.8930 E design shown. The sultablilty and use ofthlsdrawing for any structure Is the responaldtityoftheBulldingDesigner perANSIMIIBaeJ+ BUMI'ANO fliER 3$06d. For more information sea this jobs general notes page and these web sites: REACH, ITWBCG: www.itwbcg.mm; TPI: www.tpinstorg; WTCA: yvww.sbdndmtry.com; ICC: www.1cmafe.org R=1018# U=218# H=H1 REV. 17.02.02A.1213.20 SEQ = 39956 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.OpSf 15.0PSf 10.0PSf 0.0PSf 45.OpSf REF DATE 03-27-2019 DRWG O/A LEN. 240800 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPS ..t r.ng) r V r Top chord 2x4 SP #2 N Bot chord 2x4 SP 92 N Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. 8'6" 1 167 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 pill at 0.00 to 74 plf at 24.67 BC: From 20 pif at 0.00 to 20 plf at 24.67 TC: 42.65 lb Conc. Load at 5.54 BC: -19.10 lb Conc. Load at 5.54 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Or tx4 #3SRB SPF-S or better "1' reinforcement. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Provide hanger or special connection at right end of truss for 1020 lbs. �+-- 2'6" 1 227 r 2N8" R=1332# U=388# W=8" (Rigid Surface) DESC. = G7 PLT. TYP: WAVE -FLORMA QUALITY TRUSS TELL (954) 975-3384 VAX. 954).019 8980 3120 N �[ 1,6& TERRACE . !'OA 0*1 BxAC1i'l OL 3304 DESIGN CRIT-FaC2017RESRP42(114 FT1RT-20%(0%)10(0) QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabdcating, handling, shipping, installing and bradng. Refer to and follow the latest edition of SCSI ling Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide xary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have party attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. to drawings 160XZ for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss rformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses. Aseet on this drawing or cover pegs listing this drawing, Indicates acceptance of professional engineering responsibility moiety for the n shown. The sulhblilly and use of this drawing for any structure Is the responslbi5ty of the Building Designer per ANSVTPI 1 Seo.2. For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; ICC: wwwlccsafe.org R=1020# U=239# H=H1 REV. 17.02.02A.1213.20 SEQ = 39961 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0PSf 10.0PSf O.OPSf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 240800 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPM Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Left side jacks have 6-6.0 setback with 2-6-0 cant and 0-0-0 overhang. End jacks have 6-&0 setback with 2-6-0 cant and D-0-0 overhang. Right side jacks have 0-" setback with 0-0-0 cant and 0-0.0 overhang. 1 6'6" 2'6" 22'2" 24'8" R=1323# U=276# W=8" (Rigid Surface) 187 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. #1 hip supports 6-6-0 jacks W/2 panel TC and no end vert. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 1106 lbs. R=1106# U=230# H=H1 DESC. = G8 SEQ = 39972 PLT. TYP: WAVE DESIGN CRIT-FBC2017RESrrPL2014FT/RT.2o%(o%va0) QTY=1 T0TAL=1 REV. 17.02.02A.1213.20 SCALE=0.2500 •'WARNINGIaa READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWINO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 - - Oyy y<rr�, .•rcre•RM� i it „(,tU.,a it •rrtr y .rRYTsS 'ter 'A.T 11 �J Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 180A-Zfor standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from INS; drawing, any truss difailure to build the t in conformance with ANSUTPi 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the deslgnshown, The sultablillyand ulleofthis drawing for any sWcturolsthe responsidltyofthe BulldingDosignerperANSUiPi1Sec.2. For more information sea .tpinsb's general notes page and these web sites: ITWBCG:wvrw.itwbcg.com;TPl:www.tpinstorg;WTCA:www.sbcirdusby.com;ICC:wwwlcaafe.org TC DL 15.0psf BC DL 1 0.0 pSf BC LL O.Opsf TOT.LD. 45.Opsf DRWG I O/A LEN. 240800 TJELc (9SQ 97SL3394 'FAX, (950,97.8-6980 3I21lIJti1.161]i2T1iRACE, POWANO BRACA VL �� r DUR.FAC. 1.25 JOB #:19HSO44 SPACING 24.0" TYPE H I PM .A i wna�f r m Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: Special loads (Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 74 plf at 0.00 to 74 plf at 4.13 TC: From 37 pff at 4.13 to 37 plf at 7.60 TC: From 74 pit at 7.60 to 74 pit at 15.21 BC: From 20 pit at 0.00 to 20 pif at 4.13 BC: From 10 pit at 4.13 to 10 pit at 15.21 BC: 4.38 lb Conc. Load at 4.13 BC: 1020.43 lb Conc. Load at 6.06 BC: 1017.51 lb Conc. Load at 8.06 BC: 1009.50lb Conc. Load at 10.06.12.06,14.06 R=2317# U=509# W=8" (Rigid Surface) DESC. = H1 PLT. TYP: WAVE DESIGN FLO. I 9LUAUTY TRUSS TEL: (954) 975-3384 FAX. (984) 47$4930 3I20N. V.1"'rERRe11ME' PUMYANO DEACi t FL 33064. LAYOUT 2 Complete Trusses Required Nail Schedule:0.1 @12. min. nails -, Top Chord: 1 Row @4.50" .c. Bot Chordal Row @ 4.50" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between. rows and stagger nails in each row to avoid splitting. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.60 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. T7-1 /4" T7-1 /4" m 4X5 QTY= 1 PLIES= 2 TOTAL= 2 R=3945# U=888# W=8" (Rigid Surface) "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabdcating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BC51 (Building Component Safety Information, by TPI and VVrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property atlached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3. B7 or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ' 17W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSWTPI 1, or for handling, shipping, installation 8 bracing of trusses. Ased on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responslbi0ty solely for the dealgn shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2 For more Information see this Job's general notes page and these web sites: ITWBCG: wwvvJIwbcg.com; TPI: www.tpinstorg; VVTCA: www.sbcirrdtistry.com: Ice: wwwJccsafe.org REV. 17.02.02A.1213.20 SEQ = 39982 SCALE=0.3750 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 150208 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN Job:(19HS044) / H2 Top chord 2x4 SP SS :T2 2x6 SP SS: Bot chord 2x4 SP SS :B2 2x6 SP SS::B3 2x4 SP #2 N: Webs 2x4 SP #3 Special loads I —(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 pit at 0.00 to 74 pif at 17.71 BC: From 20 plf at 0.00 to 20 plf at 17.71 BC: 100.00 lb Conc. Load at 9.71,11.71 Wind loads and reactions based an MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. DESC. = H2 PLT. TYP: WAVE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. ('*) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 170 mph Wnd,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT Il, EXP B. vrind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind Calculated horizontal deflection is 0.22" due to live load and 0.42" due to dead load.` (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 782 lbs. 1 101-1/4" 1T7-1/4" j�- 2'6" B1 - f 6'8-1/2" + 810-5/8" 2'11-3/8" —� R=1097# U=171# RL=150/-130# W=8" (Rigid Surface) MORMA RUAUiTY TRUSS TLM. (95Q 975-3384 FAX: (954) 975-8980 '3120 N.W. 169i TERRAC13 . POMPANO DUACHI PL 3311 DESIGN CRIT"F13C2017RESnP1.2014 FT1RT-2a%(0%Jr 0(0) 1 T8-1 /2" QTY= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by Tot and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or 1310. as applicable. Apply plates to each lace of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSMI 1, or for handling, shipping, installation & bracing of busses. Aseai on this drawing or aver page listing title drawing, Indicates acceptance of professional enrginearing responelbinty solely for the design shown. The sultablllty end use of this drawing for any structure Is the responsibility of the Bulidlnrg Designer per ANSIrTPI 1 Sec.2. For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.cam; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; [CC: wwwJrxsefe.org R=782# U=97# H=H1 REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 1 O.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 39929 SCALE=0.3750 REF DATE 03-27-2019 O/A LEN. 170808 JOB #: 19HSO44 TYPE SPEC P b:(19HSO44) / H3 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :B2 2x6 SP SS: Webs 2x4 SP #3 Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC: From 74 pif at 0.00 to 74 plf at 17.05 BC: From 20 plf at 0.00 to 20 plf at 17.05 BC: 100.00 lb Cone. Load at 9.71,11.71 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and U240 total load. Creep increase factor for dead load Is 2.00. DESC. = H3 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE All plates are 2X4 except as noted. TRUSS 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Left cantilever is exposed to Wind (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on lasses located at least 15.00 ft. from roof edge. Provide hanger or special connection at right end of truss for 755 lbs. 101-1/4" i V1-5/8" 5'9-3/4" — �{ i 2'6" 14'6-5/8" B1 6'8-1/2" 1 8'0-5/8" 2-3-1/2" 17'0-5/8" R=1063# U=167# RL=124/-53# W=8" (Rigid Surface) FLORMA QUALITY TRUSS TE'L- (954)'97!0384. FAX, (950 97S-8980- 3120-N.W:-161h't'ERRACE iOMPANO JMACY1i.PL 330" DESIGN QTY=1 TOTAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bradng. Refer to and follow the latest edition of SCSI Com for temporary bracing per nent CSI! unless noted othenvis . tnformation. by Tot and op chord safety properly ctices prior to attached structural sheathing and bottom chord these functions. Installers shall srovide hall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83, B7 or 810. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. INd Building.Camponents Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the tens In conformance with ANSIRPI 1, or for handling, shipping, Installation 8 bracing of trusses. A seal on this drawing of cover Pappe listing this drawing. Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and uses atthh drawing for any structure Is the maponsiblilly of the Building Designer per ANSY PI 1 Beo2 For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; Ice: wwwtccsafe.org R=755# U=132# H=H7 REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 39920 SCALE=0.3750 REF DATE 03-27-2019 DRWG O/A LEN. 170010 JOB M 19HSO44 TYPE SPEC ,b:(19HSO44) / H4 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N :B2 2x6 SP SS: Webs 2x4 SP #3 Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC: From 74 plf at 0.00 to 74 plf at 15.05 BC: From 20 pif at 0.00 to 20 pff at 15.05 BC: 100.00lb Conc. Load at 9.71,11.71 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. 10'11-5/8" 12 6.5 0 3X1 �— 2W } 81 12'6-5/8" 6'8-1/2" R=947# U=155# RL=234/-81# W=8" (Rigid Surface) DESC. = H4 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 3X4 except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (J) Hanger Support Required, by others , Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. Provide hanger or special connection at right end of truss for 685lbs. 4'1" —� 8'41/e" 3r1/2" 1 TOTAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI s�"°e uy� (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide tir,+r O�ry IY1 ♦ temporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have .L1rL1r�Jt�>LLt7.7rT a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, QUA41 !M SS able. ly platestoeachface of truss and position as shown above and on the Joint Details, unless noted otherwise. i j Refer to drawingssapplicable. 1 for standard p positions. ITW Building Components Group Inc. shag not be responsible for any devialion from this drawing, any failure to build the truss TELL (954) 975;3384 - In conformance with ANSI/TPI 1, or for handling, shipping, Installation & bracing of trusses. , 'FAX: (95'U.0107 8980 Ased on this drawing of cover page Ileting this drawing, Indicates acceptance of profosalonal engInsedng responsibility solely for the M.W 16t}i TERRACE design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Seo2 .23120 . PONWANOBEACH;PL33064. For ITWBCG:www.ltwbetnwm TPI: see vlh nstboraeneral WTCA:wwwsbdndusa and try.c web sites: cg. tp' g try.com;ICC: wwwJxsele.org R=685# U=171# H=H1 REV. 17.02.02A.1213.20 SEQ = 39918 SCALE=0.3750 .. TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 150010 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIPM b:(19HSO44) / H5 Top chord 2x4 SP #2 N Bot chord 2x4 SP SS Webs 2x4 SP 93 Left cantilever is exposed to wind (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. DESC. = H5 PLT. TYP. WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 It from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. fEt MWFRS loads based on trusses located at least 7.50 ft. from roof edge. Provide hanger or special connection at right end of truss for 448 lbs. r 121-7/8" 20-3 4.6 p 2'6" i 10'6-518" 13'0-5/8" R=796# U=56# RL=228/-49# W=8" (Rigid Surface) „ FLORIDA QUALYT'Y TRUSS TEE: (9541975-3384 FAX,- (954) 978-898R 3120 N.W. -167idVrE RR ACE POAVANO 13ACH/ PL 330lid DESIGN CRIT"FBC2017RESfrM014 QTY=1 TOTAL=1 R=448# U=177# H=H1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tmsses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI uilding Component Safety Information, by TPI and VVTCA) for safety practices pdor to performing these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have noperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 'or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. fifer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses. Aseal on this drawing or cover pegs Ilating this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer porANSVTPI 1 Sec.3, For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: wwwsbcindmtry.mm; [CC: wwwJccsafe.org REV. 17.02.02A.1213.20 SEQ = 39883 SCALE=0.3750 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 130010 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE SPEC b b:(19HSO44) /H6 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B. vdnd TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/_)=0.18 Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind (J) Hanger Support Required, by others Bottom chord checked for.10.00 psf non -concurrent live load. r 7'3-15/16" 3'8-11/16" �{ 12 6.5 p v �3X4(B2 W1 s�rr 8'6-5/8" 11'0-5/8" R=817# U=246# W=8" (Rigid Surface) DESC: = H6 PLT. TYP: WAVE DESIGN CMT"FSC2017RESrrPF2114 12 4.6 p W3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 74 plf at 0.00 to 74 plf at 7.33 TC: From 36 plf at 7.33 to 36 plf at 8.79 TC: From 72 plf at 8.79 to 72 plf at 11.05 BC: From 20 plf at 0.00 to 20 pif at 7.19 BC: From 10 plf at 7.19 to 10 pff at 8.79 BC: From 20 plf at 8.79 to 20 plf at 11.05 TC: 121.09 lb Conc. Load at 7.19 TC: 163.40 lb Conc. Load at 8.79 BC: 47.73 Ib Conc. Load at 7.19 BC: 74.00 Ib Conc. Load at 8.79 Right end vertical not exposed to wind pressure. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 573 lbs. R=573# U=203# H=H1 QTY= 1 TOTAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Budding Component Safety Information, by TPI and WTCA) for safety practices prlorto performing these functions. Installers shall provide •� ��y"�A temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have i L1r 1/1ViiLLn a properly attached rigid wiring. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or 2UA+jT j TRUSS Refer toldrawinggs 16OA-Z � stanch d plate positiontes to each face s' � and position as shown above and on the Joint DetalN, unless noted otherwise. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss T-.Li.i (954) 973-3384 in conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. TEI7 c (950 978-3380 A sea] on this drawing or aver page dating this dmrdng, Indicates acceptance of professional engineering responsibility solely for the 312p N.W. 4), 9i TERRACE design shown. The sulnbidty, and uas of this drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 Sec]. For more information see this Job's general notes page and these web shes: POMPANO. MA,Ct3 Pt 33084. ITWBCG: www.itwbcg.am; TPI: www.tpinstorg; WTCA: www.sbdridushy.mm; [CC: www.icmafe.org e REV. 17.02.02A.1213.20 SEQ = 40717 SCALE=0.3750 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 110010 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" -HYPE SPEC iD:(1 bIH jU44) I Ki Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS::W2 2x4 SP #2 N: Special loads (Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 plf at 0.00 to 74 plf at 2.73 TC: From 37 plf at 2.73 to 37 plf at 9.44 TC: From 74 plf at 9.44 to 74 plf at 12.17 BC: From 10 plf at 0.00 to 10 plf at 12.17 TC: 100.21 lb Conc. Load at 2.76, 9.41 TC: 27.66 lb Conc. Load at 4.79, 6.79, 7.37 BC: 3754.94 lb Conc. Load at 1.43 BC: -86.52 lb Conc. Load at 2.76, 9.41 BC: 2103.21 lb Conc. Load at 3.35 BC: -28.71 lb Conc. Load at 4.79, 6.79, 7.37 BC: 2131.28 lb Conc. Load at 5.35, 7.35 BC: 2418.27 lb Conc. Load at 9.43 BC: 2366.27 lb Conc. Load at 11.35 N DESC. = K1 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S 2 Complete Trusses Required a Nail Schedule:0.128"X3", min. nails Top Chord: 1 Row @12.00" o.c. - Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) Webs :1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 12" D.C. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 12" 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. �-- 2'8-3/4" r 6'8-1/2" 78-3/4" R=7976# U=2057# W=8" (Rigid Surface) -FLORMA: QUALWY TRUSS TEL: (9SQ 87"r3384 'FAX: (950,gr78-s980 3I20 N.t{G 16th'rER1tACM PIDAVANO DEACH; PL 330k DESIGN CRIT•F6C2017RESRP42DI4 1 PLIES= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 133, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses. A semi on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the rasponslbl0ty, of the Sullding Designer per ANSVTPI t Sec.2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.ilwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbardustry.mm; [CC: wwwJccsafe.org 10310 R=7728# U=1434# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 41430 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 120200 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMI ., C) ievie.i and 'approved 11'E opy F[ ORIDA QPAL ITY TRUSS FLORIDA, 3625 PARK GENTRALBLIVD NORT1-{ Ur TU POMPANO MACH., FL, PHONE -. (9541975-33B4 FAX (S54j978; 8,990 -' H-MAIL: f(q4 60011soull' 5®i7P�.iPR �i ASH FL - PROJECT gQCVD PROJECT NAME&ADDUP S 6 - - © 'T Clr�rCoist� r t 7", CoN 5�A� CTORI'DUILDER V I�--�- ,- LOTIBLOCI<OZL- " NiODELIELBIATIOH JOB# � or fhe trusses ilsRed on the a((achedsealedlnd�sheef have 4.en designed ;{ S-Mr MEIl�7a i certify that 'be engfneering f ! orc4lrt fiance vrl(h ffie �larla'a E3ujldfng code.20i7 fhe (cusses have been designed to provlderesis ance and checked f p s: I faWjnd and forgesas required by, the farlovingprovlsloti FLOOIt'fRUSSEs TRUSS �.OA®iNG COf�YDITtOt�( ktf�oF��'FRtISSES - TOP CHORD LIVE LOAD Top CHORD DEAD LOAD % BOirOM.CHORD LIVE LOAD 1 ORD DEAD gOTrOM CIi LOAD TOTAL LOAD DURATION FACTOR ND ANALYSES ASCE 7=-10 170 MPH J E}(p08UFtE CA'fAGOP.Y "�— I- --- MEAN ROOF HEIGHT (coMPUTER•PROGRaM USED FOR DESIGN: ALPINE dance With Flor[Oa Statude 6'{G45 3 .003. the pages numberedt tlzru AfEached Is a index sheet subrri(tted in accor roVad"by me. As Wlt�dss by my seal,l hereby certify that th, above. are photocopies 0f the original design and app knowledge ;arid belief. Information Is true and correct to the Best of my ,. - r���iN11111(llrl/�1f ham`°�a�• v�GfENS���°ice L. NIKMET TUMER TUMAY, P.E. h ; Ft_. REG. #150109 No 501.09 3500 N.W: 2nd AVE. _- : SUITE1708'; STAT F gO�A RATot�i, FL 33431 s ' � tv AVK 0 2 2019 mar s� .... • �````�, ANCHORAGE AND RESTRAINT OF LATERAL BRACING THIS IS A DANGEROUS CONDITION sI1ESTIDNc _.. FIG. 1 COMPRESSION WEBS, TO PREVENT THIS 1 1 BEFORE AND AFTER FAII.URE,Q$ FI II BUCKLING. I OR RESTRAIN THE LATERAL BRACINGI 11 1 11 1 I I CONTINUOUS LATERAL BRACING 1 USE METHOD SHOWN IN (CLB) MAINTAINS SPACING, BUT PERMITS LATERAL BUM;LWG FIG. 2. 3A & 3H, OR OF ALL WEB MEMBERS AT ANOTHER STRUCTURALLY THE SAME M113L SOUND METHOD SPECIFIED BY PROFESSIONAL BEARING FOR TRUSSES ENGINEER OR ARCIUTECT. FIG. 2 FIG. 3A EXAMPLE =. ANCHORAGE BY BUILDING DESIGNER DIAGONAL BRACE RESTRAINT (OW " (OTHER ANCHORAGE PROVISIONS WITHIN THE UNIT (SA & 3B) OTHER TYPES OF WALLS). --- - r—SHEATHING—SBEATHIIiG COMPRESSION WEB. ANCHORAGE (BY BUILDING SLOPING OR VERTICAL. :f.:.DESIGNER) INTO SOLID END APPROK. 08 NE®IN6 WALL — RESTRAINS LATERAL BRACININ G. BRACING. THEREBY PREVENTING WEB BUCI LING. CLS CLB COMPRESSION WEB 2X4 #S OR STUD GRADE DBR NAM CEBBLG TO OPPOSITE SIDE OF WEB AND REPEATED AT APPROXI(AMY 20 FOOT n CE[LDIG INTERVALS TO RESIST LATERAL MOVEMENT. DBR MAY TRAVERSE MORE THAN TWO ATTACH TO WEBS WITH TRUSSES, DEPENDING ON TRUSS HEIGHT. (2) 18d COMMON (OS62- X 8.8-=M NAILS. -WMM'hoawn nG-MD AND 7Q=W ALL gaMi .s o 2. 6�tln— abtvninr. 1nstaDinf —A bmaini• adar to and sower D= (ttattdtas C®p—t add tdonmattop. to .m tttreJ for ..fd7 saaaUa•a prlar to padormina tb... fm,ottm. bal.Daa .b.� �.w t�a� ur.doa 11® 1lol now ottaar„t... +� oba a ab.0 Lar. Daeysb dt.ubd .leap and pmaL end better .Dore Mu Lan � ptoyab .da&PM Hdd 1111Teaalaf, Mau .Loan !aa p.rmanel ldaeal nMtot d I.b ab.D Lan be.atai b.t utl y" 8 d ..dtma to 4= B7 aw lbb pb'� {ageaai tudea pap for soar. ldmmatba. �0RUM- 1Dltutau COP! 01 710 D291011 t0 Dt7fA17I,A0N,.CaF>g!�7.Pa• .. m au9dfes oamnoeeol. G� Mon. (IIIBM ab.D mot b: a�y�p� Loa a r &.kum from tug Binding CompwmU Group bx. m1 l.Dma L lba trams b arm.m. nub 1SL or L2¢lnatle4' LanmL+(. ablD4lal. taat•�W t badna of t.na.a. nVXG eam.otor PIMU an m.aa of m/Wtw+ (IFJVBM AMU Aaaa pad. 0/40/60 QVL►art/ m1 C. �•o �oo to ma �� of t=n. > ,.ma®.f�0` =,d- .ems •mod v far w tmu oompanmt d.dp .no` 100 Pn°'.ad n. of tbl. oompo�t far .� LoDdtoa ,. 1L. of ths •7LhCf a.i Earth City. MD WOaS .LdoarPv]CC Ilrlemafao:a THE DRAWING BELOW (FIG. 3H) SHOWS HOW TO RESTRAIN THE CONTINUOUS LATERAL BRACING (CLB —). WHEN ANCHORAGE IS NOT AVAILABLE AS SHOWN IN FIG. 2 THE DIAGONAL BRACE RESTRAINT (DBR — ) MEMBERS ARE MWS, THE ENDS OF WHICH ARE ATTACHED TO TOP & BOTTOM CHORDS. THE DIAGONAL BRACE MAY BE ATTACHED. DIRECTLY TO THE CLB OR TO THE WEB OPPOSITE THE CLB. USE THE SAME NAILING SHOWN IN FIG. 3A. FIG. 3B REF BRACE RESTRAINT DATE 1/1/09 DRWG BRCI.BANCO109 GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, Installing and temporary restraining and bracing of trusses. Refer to Rr�cl Guide to Good Practice for Handling In_stallinq Restraining & Bracing of Metal Plate Connected Wood Trusses for more detailed Information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the jiCS1-B3 Summaly Sheet — Permanent Restraint/Bracing of Chords & Web Members for more information. All other permanent bracing design Is the responsibility of the Building Designer. NOTAS GENERAL Los trusses no estan marcados de ning6n r identifique la frecuenda o localizad6n de restrict y ardostre diagonal temporales. Use [as recome de manejo, instalad6n, resMcd6n y arriostre to los trusses. Vea el folleto SCSI Gufa de Buen Los dibujos de dice"no de los trusses pueden espedf localizadones de restrlcd6n lateral permanente o r en los mlembros incilviduates del truss. Vea b resumen SCSI-B3 — Restdcd6n/Anioshe Permane Cuerdas Y Mlembros Secundados pat m6s Infom El resto de los dLsefios de artostres pernanentes responsabilidad del Diss"nador del Edifido. Q The consequences of improper handling, erect Ing, Installing, restraining and bracing can result In a collapse of the structure, or worse, serious personal Injury or death. El resultado de un manejo, levantamiento, instalad6n, restricd6n y arisotre incorrecto puede ser la cafda de la estructura o adn peor, heridos o muertDs. Q Banding and truss plates have sharp edges. Wear gloves when handling and safety glasses when cutting banding. Empaques y placas de metal denen bordes m afilados. Use guantes y Ientes protectores cuando a d corbe los empaques. HANDLING - MANEJO © Avoid lateral bending. — Evlte la Rexl6n lateral. ' t Use spedal•care in windy weather or near power lines and airports. 1 Q The contractor Is responsible for properly recelving, unloading and storing the tosses at the jobsite. El contratista tiene la responsabilidad de redbir, descargar y almacenar adecuada- mente los busses en la obra. . j �� ... :,.dui S�CI •, l mas -•y:�• ?'� H ifi .� •..•. ?.�: If trusses are to be stored horizontally, place blocking of sufficient height beneath the stack of trusses at 8' to 10' on center. . For trusses stored for more than one week, cover bundles to prevent moisture gain but allow for ventilation. Refer to BCSLGuide to Good Practice for gf Metal Plate Connprted Wood Trusses for more detailed Information pertaining W handling and jobsite storage of trusses. Si los trusses estaran guardados horizon- talmente, ponga bloqueando de altura sufidente detras de la pila de los trusses. Para trusses guardados por mas de Una semana, cubrd los paquetes para prevenir aumento de humedad pero permita venti- laci6n. Vea el folleto BCSI Gufa dg Buena Practice oars PI_ Manejq Instalad6n. Restriccidn v Ar- (jostres de Ip Tnlsses de Malt ra Conedados on Piacas de Metal para informadon mas detallada sobre el manejo y almacenado de los trusses en area de trabajo. HOISTING RECOMMENDATIONS FOR TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES. que teral Qr warningl Don't overload the crane. 3nes iAdvertendal Wo sobrecarga la gnial al de ® Never use banding alone to lift a bundle. = Do not lift a group of Individually banded bundles. parspare Nunca use 5610 los empaques pare levantar un paquete. No levante un grupo de empaques individuales. T las A single lift point may be used for bundles erzo with trusses up to 45. hoja Two lift points may be used for bundles with LCIP trusses up to 60. Q! Wamingl Do not over load supporting On. Use at least 3 lift points for bundles with structure with truss bundle, m la trusses greater than 60'. IAdvertendal No sobrecargue la estructura Puede usar un solo lugar de levantar para apoyada con el paquebe de trusses. paquetes de trusses haste 45 pies. �{ Puede user dos puntos de levantar para Place truss bundles in stable position. paquetes mas de 60 pies. Puse paquetes de trusses en Una posici6n Use por to menos tres puntos de levantar para estable. paquetes mas de 60 pies. INSTALLATION OF SINGLE TRUSSES BY HAND INSTALAC16N POR LA MANO DE TRUSSES INDMDUALES r,7[ Trusses 20' Trusses W or or less, sup- t ` less, support at r111 port at peak. quarter points. Levante Levante de del pico los los cuartos h trusses de de trams los 20 pies a I E-� ha�to0 pf s pi menos. I4russes hasty 30 pies Trusses up to 30' memos. HOISTING OF SINGLE TRUSSES LEVANTAMIENTO DE TRUSSES INDMDUALEi UtIlice culdado especial en dfas ventosos o cerca de cables el€ctricos o de aeropuertos. Ili Hold each truss•in position with the erection equipment until top chord temporary lateral restraint LI Is Installed and the truss is fastened to the bearing points. Sostenga cada truss en posid6n con equipo de gr6a hasta que la restricci6n lateral temporal de la cuerda superior esta Instalado y el truss est6 asegurado en los soportes. QWamingl Using a single pick point at the peak can damage the truss. fAdvertencial S use de un solo lugar para levantar en el pico puede hacer da"no at buss. HOISTING RECOMMENDATIONS FOR SINGLE R� TRUSSES Go' or less RECOMENDACIONES PARA LEVANTAR TRUSSES INDMDUALES I ApProx.12 Use proper rig- Use equipo apraplado UOss length. ging and hoisting Para levantare I Tagline TRUSSESUPT030' _ equipment. Improvisar. Preader ber TRUSSES HASTA 30 PIES TWn Wn Attach Wrote Spmaderbar A1170.0. Spreader bar 12 to mlabove t or dreack max. Tagffne TRUSSES UP TO 0' •. _ TRUSSES HASm EO PIES �— Spreader bar 7ld m 3/4 Ruas langlh e TRUSSES UP TO AND OVER rA' �f TRUSSES HASTA I SOaRE 60 PIES Do not store Noalmacene TEMPORARY RESTRAINT &BRACING upright bundles bussesverticalsueltos. RESTRICCION Y ARRIOSTRE TEMPORAL upright trusses sueltos. Do not store on No almacene en uneven ground. tierra desigual. ! QRefer t0 SCSI-B2 Summary Sheet — Truss 1nstallation & Temporary Restraint/Bracing for more Information. Vea el resumen SCSI B2 — Re<Mcd6n/ Aniostre Temooral y instalacidn de los Tnicv+e para mas Infornaci6n. ('( Locate ground braces for first truss directly In 1J line with all rows of top chord temporary lat- eral restraint (see table in the next column). Coloque los ariostres de Berra para el primer truss directamente en Ifnea con cada Una de las filas de restricd6n lateral temporal de is cuerda superior (vea la table en la pr6xima columns). Do not walk on unbraced trusses. Q No camine en trusses sueltos. Brace first truss t— securely before erection of additional trusses. CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPEON A TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T—BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE.' FOR MINIMUM ALTERNATIVE BRACING, RE —RUN DESIGN WITH APPROPRIATE BRACING., WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L—BRACE SCAB BRACE 2X3 OR 2X4 1 ROW 2X4 1-2X4 2XS OR 2X4 2 ROWS 2X8 2-2X4 2X8 1 ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T—BRACE, L—BRACE AND SCAB BRACE TO BE SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (*) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. T-BRACING OR T—BRACE L-BRACING: OR L—BRACE APPLY TO EITHER SIDE OF WEB NARROW FACE. ATTACH WITH 10d BOX OR GUN (0.128-x 3.-,=) NAILS. AT 8. O.C. BRACE IS A I MINIMUM 80% OF WEB MEMBER LENGTH SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH-WITH-10d- BOX- OR -GUN (0.12B-x 3.-,MIN) NAILS. AT 8. O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH -rAMMM- n M AIM YQL= Au MM ON '1M MM Teeraa ragahw adwm loan Its hbdo--'-- bandllng, Shirring. fedaDtng and brehy, Idar to and follow 1sCm (BoOdlng Cmpaand.,W Lid b,fmmaillm. bpad&y arc and MCbnalqgA) for SKdr gSdbn ram* It r��L .tL II 1►��eapL UaeMd sttmdozal ySnS1S Sod boU*. .=h.n bbairs mp ay �ildd� T P 0mums 18ftwa&� k LS tbherjObS b�cSl aol� pSy'a t@ �SSLabou EnmoL IoSLLad DQ Ski «lltpOe xi» rrtais� -1 r or nm —Pa.- IO nmA)1A= f:OxlZW.70i m amalng Ada Omang ben. arnw) XO mot 1 y.om.lyy !a: a.d.uam l� 1b1. dSdp. Bu➢d ng Components Group tnm aar 1SDmw b bo06 tba 40� fo am+tamSooS tM ' M ar lSStleStly, mSomrof. SIIIPPto/. ledaDtet • bmmlng of bm MM mm-.dor yaw ans mads of 20/18/11M (Ira/AM AM AWS Sad. W/40/60 . /A.!)S� dmL A" yaw to sash faoo of bum podtlmad as ahomm lobe asd as hbt DetdL. ar) as ihta dmmrJng or ea,v Dpaam�� LdlntaS mp�afoa am -hud-6 eaZlnrinp :aSpmdhD$r asL{r for tha ltoL oomPmant drip abowo. IDS Sd/t�agLOltr and use d tbta osmpmaat for ao1 bdl0loi Y tW ar--+—oadHOd �idJttEtLa.aDasl°'os. ��--'..� =y1Cdt WWAO .b`andudrroe= Ids aad an . Earth City. MO 63045 �1s '1 /�1 1 ,;h, Sc TC LL TC DL BC DL BC LL TOT. LD. PSF PSF PSF PSF PSF REF CLB SUBST. DATE 1/1/09 DRWG BRCLBSUB0109 DUR. FAC. SPACING STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALLACION DE LOS TRUSSES 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4- trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five busses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process on groups of four trusses until all trusses are set. 1) Instale los ardostres de tierra. 2) Instale el primero truss y ate segurdmente al arriostre de tierra. 3) Instale los pr6xtmos cuatro trusses con restricd6n lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arriostre diagonal para fos plajios de los mlembros secundartos para estable los prlmeros dnco trusses (vea abajo). 651nstale to restrfcd6n lateral temporal y ariostre diagonal pare la cuerda inferior (vea abajo). 7) Repita rkste procedimfento en grupos de cuatro trusses hasty qub todos los busses © Refer to BUT-132 Summary Sheet- Truss Installation & TemnoraryRestreint/Brednci for more informatloni Vea el resfimen SCSI-B2 - Instalad6n de Trusses Arrlostre Temporal pare mayor InfonnacI& RESTRAINT/BRACING FOR ALL PLANES OF TRUSSES EL RESTRICC16N/ARRIOSTRE EN TODOS PLANOS DE TRUSSES. lJ This rq6lnt & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses. Este mktodo de resbicd6n y arriostre es para todo trusses excepto trusses de cuerdas pardlelas �I4x2. 1) TOVCHORD — CUERDA SUPERIOR I Truss Span Top Chord Temporary Lateral Restraint (TCTLR) Spadng Longitud de Tramo Espadamlento del Arriostre Temporal de la Cuerda Superior Up to 30' 10' o.c. max. Hasta 30 pies 10 pies miWmo 30' to 45' 8' o.c. max. 30 a 45 pies 8 pies miWmo ' 45' to 60' 6' D.C. max, 45 a 60 des 6 pies mAximo 60, to 80"� o.c. max. 60 a 80 des* 44' pies m6x1mo -Consult a Professional Engineer for trusses longer than 60'. 'Consulte a un Ingeniero para trusses de mas de 60 ples. C7f See BCSI-B2 for TCTLR options. \ L! Vea el @ESL-@Z pare las opdones de TCTLR. _ Refer to BCSI-B3 Sum- ma Sheet - Permanent _ Restraint/Bredno of Chords & Web Members for Gable _ \ End Frame restralnt/bredng/ relnforcement information. Pare 16fannad6n sobre restricd6n/arriostre/refuerzo C7f Repeat diagonal para armaz6n de hastial vea LJ braces for each set of el resumen BCSEB3 - Re- 4 trusses. 9ACddn/Arrlostre Ground bracing not shown for clarity. Replta los arrisotres Permanence de Cuerdas y diagonales pare cada _. - Mlembros Secnmdarios• grupo de 4 trusses. 2) WEB MEMBER PLANE — PLANO DE LOS MIEMBROS SECUNDARIOS & iagonat LATERAL RESTRAINT & DIAGONAL BRACINGWARE tzgm& VERY IMPORTANT 1LA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! 10'-15' max. Same spacing as 46 bottom chord Lateral Restraint 3) BOTTOM CHORD — CUERDA INFERIOR Lateral Restraints - 2x4x12' or greater lapped over two trusses. Bottom chords 10'-15' max. Chords biagonai Braces every 10 buss spaces (20' max.) RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LA RESTRICC16N Y EL ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 QRefer to BIZ Summary Sheet - Tempor Ly & Per- manent Restraint/ Bracina for Parallel Chord Trusses for more Information. Vea el resumen Paralela5 Para mAs infonnad6n. Apply Diagonal Brace to vertical webs at end of canglever and at bearing An Lateral RestralrM locations. lapped at least two trusses. *Top chord Temporary Lateral Restraint spacing shall be 1& o.c. max. for 3x2 chords and 15' o.c. for 42 chords, INSTALLING -- INSTALACION n Tolerances for Out -of -Plane. Out;o wPm Max. Truss !J Tolerandas pare Fuera-de-Plano. Bow Length D150 D (ft) ` Length —rr Max Bow 3/4 12.5' - rr Length '-; 1/4' 1' 7l8' 14.6' MaxB 1/2' 2' Max Bow , r 16.T ' 3/4' x 1' 4' o ' 1-1/4' 20.8' a i b Plumb Pl 1-1/4' 5' 1-?f Tolerances for O i l ,lam' 1-3/8' 22.f3' ICJ Out -of -Plumb. 1-1f/r 25.0' TDlerenclas pare D/50 max - 1-3/4' 292' Fuera-de-Plomada. Jr i�, Y zB' .. 2' 233.3' CONSTRUCTION LOADING — CARGA DE CONSTRUCCION 0 Do not proceed with construction until all lateral restraint and bracing Is securely and property In place. No proceda con la construcd6n haste que todas las restrir clones lacerates y los artlostres estdn colocados en forma aproplada y segura. Do not exceed maximum stack heights. Refer to BCSI-84 Summary Sheet - Construction Loading for more information. m6m'SmokHnrgli Matudal Height Gypsum Board 12' Pbvoodor OSB 16' Asphail Shingies 2 bundles Concede Bock e' Clay Tee 3d flies high No exceea las maximas altures recomendadas. Vea el resumen BCSI-B4 Cana de Construccl6n pare mayor Informadon. Do not overload small groups or single trusses. No sobrecargue peque"nos grupos o trusses indivlduales. Never stack materials near a peak. Nunca amontone material rp del pico. Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses Como sea posible. C7f Position loads over load bearing walls. L! Coloque las cargas sobre las paredes soportantes. ALTERATIONS — ALTERACIONES Truss; bracing not .shwm fordadiy. Refer to BCSI-65 Summary Sheet - Truss Damage, robsite Modifications & Installation Errors. Q Vea el resumen SCSI-BS Dafios de «� Modlficaciones en la Obra y Emotes de Instalad6n. Do not cut, alter, or drill any structural member of a truss unless spedflcally permitted by the Truss Design Drawing. No Corte; altere o perfore ning6n mlembro estructural de los trusses, a menos que est6 espedficamente permitdo en el dibujo del dlse"no del truss. � Q Trusses that have been overloaded during construction or altered without the Truss Manufacturer's Some chord and web members prior approval may render the Truss Manufacturer's limited warranty null and void. not shown for darity. TnLsses que se hen sobrecargado durente la construrxi6n o hen ado aiterados sin una autortzad6n T previa del Fabrtcante de Trusses, pueden reducir o ellmtnar la garantla del Fabricante de Trusses. �� Diagonal Braces every 10 truss spaces (20' max,) Some chord and web members not shown for clarity. NOTE: Tice rhos ManufacMer and figs Designer rely on the presumption that the contractor and cane operator (t appeoMe) are professionals with the capalAhy to undertake the work Ow have agreed co do on arty given project. t the Contractor belletwes n needs asststaoce In some aspect of One mmlnrtioh project a should seek asstsmnce from a mnpeted pony. The ecethods and procedures ouduud In this doo nnaR are intended to ensure that the meraa construction tedhnkues ernpioyed will put the trusses into place SAFELY. These reommenda6m for handling, installing, restraining and bracing busses are based upon tie collective c�erknce of leading personnel bri Wed with truss design, manufacture and installation, but must, due to the nature or msponslbiiltles Invoked, be pesented only as a GUIDE f use by a qualified Building Designer or Contractor. It B not intended that these recommendations be tntepretW as superior to the tion for handling, installing, restraining and Wacing in and It does not ude the use of other equivalent r dbods forDesignees �re�alnbhgfWadrg and providing stablay for t hCq war urr s, Boors, roofs and all the interrelated structuralstructural buNing components as detertnlned by the Comtrctoc Thus, WTCA and TPI expressly dBdalm any responsibility far damages arising form the use, appUcabm, or reliance an the moommendatbns and Information contained bedmin..' `� 96C'R-- �-- TRUSS PLATE INSTITUTE 63DO Enterprise Lane • Madison, WI 53719 218 N. Lee St, stet 312 • Alexandra, VA 22314 608/2744849 • wwwsbdndustrycorn 703/683.1010 • www.tpfnAorg BIWARN11n17 200511= 8 I . STRONGBACK BRIDGING REC❑MMENDATI❑NS I BUTT STRDNGBACK BRIDGING TOGETHER 4' -0, ATTACH SCAB WITH 10d BOX/GUN 4' —0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTE, IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL NOTE, Details 1 and 2 are the preferred attachment methods ATTACH BACK TO (3)10dO WEB W/ C3> IOd COMMON (0.148'x3') NAILS OR (4) 10d BOX/GUN O 28'x3.0') NAILS (2) 10d COMMON (0148'x3.0') OR BOX/GUN COA28'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB —ON BLOCK. ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON C0.148'x3.01) NAILS OR (4)10d BOX/GUN (0.128'x3.07 O NAILS. AT STRONGBACK BRIDGING SPACING REQUIREMENTS LIP to W None re ulred W to 271 roe fat hunter of TW 2V to a& 2 rows a at ea to 4 3 rm q at each V Over 401 Spam rm at IT ac pdftW ►All scab -on blocks shall be a minimum 2x4 'stress graded lumber,' ►A(l strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' ►The purpose of strongback bridging Is to develop load sharing between Individual trusses, resulting In an overall Increase in the stiffness of the floor system, 2x6 strongback bridging, positioned as shown In details, is recommended at 10' -0' o,c. (max,) ►The terms 'bridging' and 'bracing' are sometimes mistakenly used interchangeably. 'Bracing' is an important structural requirement of any floor or roof system. 'Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for a truss system to help control vibration. In addition to aiding In the distribution of point loads between adjacent truss, strongback bridging serves to reduce 'bounce' or residual vibration resulting from moving point loads, such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore Is strongly recommended by Alpine. For. additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). o a ATTACH STRONGBACK TO BOTTOM CHORD WITH f2) #10 — 3' SCREWS STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES MV&V 3= REM NO iMMW A11'� ° I„ DO IRAWI ssO WMARTaw FU M M DRAWING M ALL COiiRAMM D♦MUMM 7IE O WMJX'RS. TC LL PSF REF STRONGBACK d �� and fp Torlolosmctektehsee retest editlanon ofof BM MA**6* CoorponeM"a`t safrw"cyppt ar�tlom`o"�iy TPI obannd°sBW fw fer safety r,Inless noted oothe Ise, top `''a Prior to perfornlrV shad have propertyl attachers shall d It sho°"0 �8 ti"" shall how a propeNy attached IT aAYiy Locotlons sheen Cr pennnent lateral restraint or webs shall haw Fhstalted per 11 actions O13, 27 r 210, as osdlcobls Apple W each face of tress orhd�gorh o: shohm above and on the Jdnt Ilrtasw, ess tinted Refer to dra IWA-2 for standard plate posWorm TC DL PSF BC DL PSF BC LL PSF DATE 10/01/14 DRWG STRBRIBRIO14 AN ITWCWP NY Earth Oy. MLakefront04e5 Npbhq a arislon of ITV Building Components Group Ina shalt not be responsible for any devlatan iron, this =1ikhg, any fait" to Mild the trs In c nfrnw= with ANSVWI 1, or for handYp, sh!pping installation & bredrp oP trusses. srteorlYhagn w�rvdr�owslbthyR r cover page dusesgryph ws dr•awp, bxlmtm acceptance of professional en �°e�0 fr any irWckv ere v b tlheSO1e1yfor the reapadhtlh' of the DWeeslphere4 Al and I Se this u r more hfonatw�ser the Job's prn�mol rwtes-L�a�eyand thes M1neb sl�tesh�---- TAT. LD. PSF OUR. FAC. 1.00 _S'PArTNf, f STEPDOWN HIP CORNER SET DETAIL HIP GIRDER CJ5 G� CJ3 CJ1 z e._.lCORNER JACKS 2'-0" 2'-0" 2'-0' 2'-0' 1._0. NOTES: 1. DESIGN BASED ON SOUTHERN PINE LUMBER. 2. TRUSS TO BEARING CONNECTION BY OTHERS. 3. WIND LOADING BASED ON ASCE 7-10 MEAN ROOF HEIGHT 30', EXP C ENCLOSED, RISK CATAGORY II 4. APPLICATION OF TOENAILS PER NDS-2005 ** (3) 16d (0.162"x3.5") TOE -NAILS * (2) 16d (0.162"x3.5") TOE -NAILS NOTE: 10d (0.148"x3.0) GUN NAILS MAY BE SUBSTITUTED IN PLACE OF 16d TOE —NAILS UP TO THE MAXIMUM REACTIONS SHOWN BELOW. (2) NAILS: R=260# U=345# (3) NAILS: R=390# U=520# TRUSS PLATES AND LUMBE AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGN: w ui 0 WEBS VARY CJ3 CJ5 HIP JACK END JACK "VAIMCI- . 70=: m r x. s ntW BE=,�,p,,,i, "d ion.,, TC LL 20-30 PSF REF n'ym� � � TC DL 7-20 PSF DATE 3/21/12 Lom �Lmd .L.n n o n m ." .tt -m maau n. s,Damailw'O0` °�a'W., sir w.'0'W �` no�m p.dlatard '�e tor` mm t- bs um � °id0j h"�ed pi BC DL — PSF DRWG STEPDOWN HIP �trr+ sM= Corr os nM M== ro MrAU N ar saoetnp com_ pmmLL. form d.aam tam tL�. d. am t unr. to u tru. sn eontorm.no• ,dth �I..r'� --wm BC LL 10.00 PSF ..L1PM . � e tr- m vow amn.ator rL� �+ m.d. of Pom/tcw Fj-vsm AM AM u a. nvpo/eo cigtr..tt.1 �DPV r�►tr fo ...L too. of trcrr. raritlm.d o .Lora .Dan and an iofat n.laft� x.a...,.. TOT. LD. 37-55 PSF dmloj ae aary p.j. .ad taeLr.{m.1 a�la.eelns r'nD t1 �df tar tLa trva. mmrmmt Ar po .Lon. �... tj .ad nu o: tbf. mmpoemt tar Z DoCdf.� f. tL. DUR. FAC. 1.25 e1 the p.p,�.� a �, /�(p( 1 B" a t!'f—BCO: �.it*Lapaemt 'T¢L• �b+..� _; �'rCl• vw.@bdodudr).ao= SPACING 2-0-0 r r Valley Detail - ASCE 7-10t 180 mph, 30' Mean Height, Partially Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF—L #2 or better, �OK Attach each valley to every supporting truss withi 560# connection -or with (1) ITWBCG HA4 or HA2.5 connector or equivalent for ASCE 7-10 180 mph. 30' Mean Height, Part. Enc. Building, Exp. C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 160 mph. 30' Mean Height, Part, Enc. Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Cut from 2x6 or larger as req'd. 4-0-0 12 12 Max.I W2X4 W2X4 W2X4 12 12 Max, F—, W1X3 8-0-0 W1X31.��6-101-0 S a 16-0-0 (Max Spacing) Unless specified on engineer's sealed design, apply 1x4 'T' brace, 80% Length of web, same species and SRB grade or better, attached with 8d box (0,113' x 2.5') nails at 6' o,c., or continuous lateral bracing, equally spaced, for vertical valley webs greater than 7'-9'. For verticals over 10'-0' tall, apply (2) 1x4 'T' braces, 80X Length of web, sane species and SRB grade or better, • attached with 8d box (0.113' x 2.5') nails @ 6' o.c. Top chord of truss beneath valley set must be braced wlthi properly attached, rated sheathing applied prior to valley truss Installation. Or Purllns at 24' oz. or as otherwise specified on Engineer's sealed design, Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley Is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Pitched Cut W2X4 Bottom Chord Valley W2X4 Bottom chord may be square or pitched cut as shown, W2X4 W4X4 Valle_55G - -Spacing— - - I -- - ------ -F___ Square Cut Stubbed Valley Optional Hip Bottom Chord End Detail Joint Detall SQo- Val 20-0-0 (++) i art d41' O.C. Plan Supporting trusses at 24' o,c, maximum spacing, Was "WRGRTAW1 Ft�u Tj"1nwlvNDm6F°u L mur�� naImniB 7W DWAUMs TC LL 30 30 40PSF REF VALLEY DETAIL Trusses redfdre extrane care In fabricating, handurw, shIppjYny InwtalUng and bra&* Refer to and TC DL 20 15 7 PSF DATE 2/16/12 fallow the lnttst edition of SCSI ceding Conponent Safety Infernalim by TPI and WTdA) for safety ecikea prior to perfornkip these functions Installers shaS provide to per SCSL noted athereee, tap Caged shalt have properly attached :w,ctaral"P°'hea'batten BC DL 10 10 10 PSF DRWG VAL180100212 Chord shah have a sly attached rigid colt* Locations shown for pernonnt lateral restraint of webSWhave rac4p MstaWd per SCSI sections 23, 37 or wo, as apptieable. Apply pp�tppt.s to BC LL 0 0 0 PSF each faof truss and position as shown abave mid an the Joint Islas, unless noted othenee. Buiiding Components Group Inc Refer to drawings 16GA-Z for standard plate posMlms. nv avtldrw nsnts Grog, Inc, shall not % resp mT for any; deviation free this drawing, any T❑T. LD, 60 55 57PSF Polure to build iFu truss In nnfornance with ANSI/iP1 1, or for hadYp, shipping, Insta6stian s bracing of trusses. A seat on this drawing or cover page GIs , the drawing, Indicates' acceptance DUR.FAC.1,�5/1.33 1,15 1.15 of professional enghuering nspons@Nty solely for the design shown The suitabllty and use of this drawing for ony struetwe b the responshpty oP the Btddeq SesVr per ANSIMII 1 SecZ Earth City, MO 63045 For pore InFarnatlon ae tJtls Jobe general notes pope end tifese web siteo ITW=& wwwdtwbcWmn, TPL www,tpinstorgl WTCIv vwsbeYfdix,tryargl I= wvJeesafearp SPACING 24,0' Face -Mount Hangers SIMIPSON , These products are available with additional corrosion Drotection. For more information, see p.18. N PV These products are approved for installation with the Strong -Drive® SD Connector screw. See pp. 39-40 for more information. Min. Dimensions (in.) Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads Code Model Heel Ga. Carrying Carried Uplift Floor Snow Roof Wind Uplift Floor Snow Roof Wind Ref. No. Height W H 8 Member Member (160) (100) (115) (125) (160 (160 (100) (115) (125) (160) (Double 2x Sizes LUS24 2 2'/a 18 3'/s 3'h 2 (4)16d (2)16d 440 800 910 985 1,250 380 680 780 845 1,070 LUS26-2 49/ts 18 31/e 4% 2 (4)16d (4)16d 1,105 1,030 1,180 1.280 1,625 1,000 880 1,010 1,090 1.385 17. L17, FL HHUS26-2 416 14 35/te 5% 3 (14)16d (6)16d 1,550 2,785 3,155 3,405 4,'265 1,335 2.390 2.710 2,925 3.665 HGUS26-2 41Yja 12 3% Os 4 (20)16d (8)16d 2,155 4,355 4,875 5,230 5,575 1,855 3,790 4,200 4.500 4,795 HGU026-2-SDS3 5Yz 12 3 is 534e 4 (12)'/a"x3"SDS (4)'/Vx3"SDS 1.635 5,040 5,565 5,565 5,565 1,175 3,630 4;005 4,005 4,005 FL LUS28-2 41ys 18 3'/e 7 2 (6)16d (4)16d 1,165 1.315 1,500F2;265 2,060 1,000 1,125 1,285 1.390 1,765 HHUS28-2 6�s 14 39is 71/a 3 (22) l6d (8)16d 2,000 4,210 4,770 6,440 1,720 3,615 4,095 4,415 5,375 17, L17, FL HGUS28-2 6�s 12 391e 7�s 4 (36)16d (12)16d 3,235 7,460 7.460 7,460 2,785 6,415 6,415 6,415 6,415 HGU028-2-SDS3 7Ya 12 3Y1s 7Tis 4 (20)'/a' x 3" SDS (6)'/a" x 3" SDS 2.565 7,330 7,330 7,330 1,845 5.280 5,280 5,280 5,280 FL LUS210-2 6M6 18 31/e 9 2 (8)16d (6)16d 1,745 1,830 2,090 2,870 1,500 1,565 1,785 1,935 2,455 HHUS210-2 83h 14 31/1s 8% 3 (30)16d (10)16d 3.745 5,635 6,380 6,880 7,165 3,525 4,835 5,270 5,380 5,765 17, L17, FL HGUS210-2 8%s 112 1 3-91s gTis 4 (46)16d (16)16d 4,095 9,100 9,100 9,100 9.100 3,525 7,465 7,730 7,825 7,825 HGUQ210-2-SDS3 9Ya 12 3�s 9�s 4 (28)1/a' x 3" SDS (8)1/4" x 3" SDS 3.440 1,415 7.415 7,415 7,415 12,475 1.5,340 15.340 15,34015,340 FL Triple 2x Sizes HGUS26-3 41Vs 12 4'-s 51h 4 (20)16d (8)16d 2,155 4,355 4.875 5,230 5,575 1,855 3,750 4,200 d,500 4,795 17, L17, FL HGU026-3-SDS4.5 5Ye 112 141916 5% 4 (12)'/a"x41h"SDS (4)1/a"x4'h"SDS 1,635 5,040 5,165 5,165 5,165 1,175 3.630 3,720 3,720 3,720 FL HGUS28-3 6'- 12 41 s 71/a 4 (36)16d (12)16d 3,235 7,460 7,460 7,460 7.460 2,785 6.415 6,415 6,415 6,415 17, L77, FL HGU028-3-SDS4.5 7Ya 12 41Ms 7'/a 4 (20)1/4" x OV SDS (6)1/a" x4'h" SDS 2,565 .8,400 9,175 9,115 9,175 FL HGUS210-3 813As 12 416As 91/a 4 (46)16d (16)16d 4;095 9.100 9.100 9,100 9,100 3 525 3,525 7,825 7825 7,825 7,625 7.6.825 7,625 7,825 7,825 17, L17, FL HGUQ210-3-SDS4.5 9Ya 112 1411Yis, 91/a 4 (28)1/4'' x 41h"SDS (8)1/a' x 4'h" SDS 3.440 9,745 9,745 9,745 9,745, 2,475 7,015 7,015 7,015 7,015 FL HGUS212 3 10% 12 41�s 103/a 4 (56)16d (20)16d 55 045 9,600 9,600 9,600 9,600 4,335 6,255 8,255 8,255 8,255 17, L17, FL HGUS214-3 12% 12 41Ms 123/a 4 (66)16d (22)16d 5,515 10,100 10,100 10,100 10,100 4,745 8,685 8,685 8,685 8,685 Quadruple 2x Sizes HGUS26-4 51h 12 6Vie 5'/s 4 (20)16d 8)16d 2.155 4,355 4,875 5;230 5,575 1,855 3,750 4,200 4,500 4,7951 17. L17, FL HGUQ26-4-SDS6 5A 12 61Ae Os 1 4 (12)'/a' x6" SDS (4)1/V x6" SDS 2,375 5,040 5.165 5,165 5.165 1,7i0 3.630 3,720 3,720 3,720 FL HGUS28-4 7'/4 12 6"Me 73/te 4 (36)16d (12)16d 3,235 7,460 7,460 7,460 7.;460 2,785 6.415 6,415 6.415 6.4151 17, L17, FL HGU028-4-SDS6 7% 12 6s/s 7% 4 (20)'/a" X 6"SDS (6)'/a" x 6"SDS 4,020 8,400 8,860 8,860. 8,860 2,890 6,050 6,380 6,380 6,380 FL HGUS210-4 91/a 12 61Yis 9MG 4 (46)16d (16)16d 4.095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 7,825 7,825 17, L17, FL HGU0210-4-SDS6 9Ya 12 6'Ys 9 s 4 (28)1/4" x 6" SDS (8)'/a" x 6" SDS 4,170 10,26010;26010,26010,260 3,000 7.385 7,385 7,385 7,385 FL HGUS212-4 10% 12 6�s 10% 4 (56)16d (20)16d 5,045 9,600 9;600 9,600 .9,600 4,335 8,255 5 H 8,255 8,255 17, L17, FL HGUS214 4 12s/a 12 6�s 12s/a 4 (66) i6d (22) l6d 5,515 10,100 10,100 10,100 10,100 4,745 8,665 5 8,685 8,665 4x Sizes LUS46 4% 18 3�s 43/a 2 (4)16d (4)16d 1,165: 1,030 1,180 1,280 1,625 1,000 880 1,010 1,090 1,385 HGUS46 Otis 4 (20)16d (8)16d 2,155 4.355 4,875 5,230 5.575 1.855 3.750 4,200 4,500 4,795 17, L17, FL HHUS46 4 Ys 14 3s/e 51/ts 3 (14)16d (6)16d 1,550 2,790 3,160 3.410 4,265 1,335 2,390 2,710 2,925 3,665 HGUQ46-SD83 5Ys 12 3% 4% 4 (12)1/a" x 3" SDS (4)'/a' x 3" SDS 1,635 5,040 5,165 5,165 5,165 1,175 3,630 3,720 3,720 3,720 FL LUS48 4% 18 33/cs 63/a 2 (6)16d (4)16d 1,165 1,315 1,500 1.625 2.660 1.000 1,125 1,285 1,390 1,765 HUS48 61h 14 31/s 7 2 (6)16d (6)16d 1,550 1,595 1,815 1,960 2.470 1,550 1,365 1,555 1,680 2,115 17, L17, FL HHUS48 6'h 14 3s/e 7% 3 (22)16d (8)16d 2,000 4.215 4,770 5,150 6.440 1,720 3,615 4,095 4,415 5,535 HGUS4$ 6% 12 3% 7916 4 (36)16d (12)16d 3,235 7,460 7,460 7,460 7,460 2.785 6.415 6,415 6,415 6,415 HGUQ48-SDS3 7Ya 12 3% 6'A 4 (20)1/a x 3" SDS (6)1/a" x 3" SDS 2.565 7,030 7,330 7,330 .7,330 1,845 5.280 5,280 5,280 5,280 FL LUS410 6'/a 18 3s/is 83/a 2 (8)16d (6)16d 1,745 1,830 2,090 2,265 2.870 1,500 1.565 1.785 1,935 2,455 HHUS410 8% 14 3-7. 9 3 (30)16d (10)16d 3.745 5,640 6,385 6,890 7,165 3.440 4,835 5.480 5,910 6,165 17, L17, FL HGUS410 06 12 3% 9Ys 4 (46)16d (16)16d 4.095 9,100 9,100 9,100 9,100 3,525 7,825 7,825 17,825 7,825 HGU0410-SDS3 I 9Ya 12 -3% 8%. 4 (28)1/a" x 3" SDS (8)'/a" x 3" SDS 3,440 7,415 7,415 7.415 7,415 2,475 5,340 5,340 5.340 5,340 FL HGUS412 I 10M. 1121 3s/e 107,s 4 1 (56)16d (20)16d 5,045 .9600 9;600 9,600 9,000 4,335 8,255 8,255 8,255 0,255 17, L17, FL HGUS414 I 11 Yis 1191 3% 112Yisl 4 1 (66)16d (22)16d 5,515 10,100 10,100 10,00 10.100 4.745 8,685 8,685 18.685 8,685 1. Uplift loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern. 2. Wind (160) is a download rating. 3. Minimum heel height shown is required to achieve full table loads. For less than minimum heel height, see technical bulletin T-C-REDHEEL at strongtie.com. 4. Truss chord cross -grain tension may limit allowable loads in accordance with ANSVTPI 1-2007. Simpson Strong Tie° Connector Selector- Software includes the evaluation of cross -grain tension in its hanger allowable loads. For additional information, contact Simpson Strong -Tie. 5. Simpson Strong -Tie® Strong -Drive° SDS Heavy -Duty Connector screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2014 Sections 7.5.3.4 and 8.9.2 are met (pre -drilling required through the plate using a maximum of 3Y bit). 6. Strong -Drive SDS Heavy -Duty Connector screws that penetrate all plies of the supporting girder (screws must penetrate a minimum of 1' into the last truss ply) may also be used to transfer the load through all the plies of the supporting girder. When Strong -Drive SDS Heavy -Duty uonnec[or screws eo not peneudw du p- of the supporting girder truss, supplemental Strong -Drive SDS Heavy -Duty Connector screws at the hanger locations may be required to transfer the load to the truss pees not penetrated by the face fasteners, as deterntined by the Designer. 7. The supporting girder truss must have adequate thickness to accommodate the screw length, so that the screw does not protrude out the back of the girder. 3"- or 4'h%long Strong -Drive SDS Heavy -Duty Connector screws may be substituted for the longer Strong -Drive SDS Heavy -Duty Connector screws with no load reduction. B. Loads shown are based on minimum of 2-ply 2x carrying member for nailed hangers. With 3x carrying members, use 16d x 21h' nails into the header and 16d commons into the joist with no load reduction. With single 2x carrying members, use 10d x 1'h' nails into the header and 10d commons into the joist, and reduce the load to 0.64 of the table value. 9. Nails: 16d = 0.162" dia. x 31h' long. See pp. 26-27 for other nail sizes and information. 97 237 Face -Mount Hangers - Solid Sawn Ltumber (DF/SP) - The Joist Hanger Selector software enables you -the most optimum product for your project. The software takes into consideration all the characteristics seen in this catalog. Visit strongtie.com/jhs. These are available with additional corrosion ®' These products are approved for installation with the Strong -Drive° See pp. 39-40 for more Information. products protection. For more Information, see p.18. SD Connector screw. a Dimensions (in.) Fasteners DF%SP Allowable Loads Installed Costlndex Code Joist Model No. Ga H Min. B Max. Header Joist Uplift (160) ='Floorsnow=5)(10205') (ICI) Ref. Size W Sawn Lumber Sizes 20 1 iia 3'/e 1 - (4) 16d (2)10d x 1'h' 265 555 635 685 .Lowest ' n 127, FL, L5, L17 LU24 18 liis 3'/e 1'Ya - (4)10d j (2)10d 490 fi70 765 825 +3%.. LUS24 2X4 16 tits 3'/a 1 Y4 - (4)16d (2)10d x 1'h" 265 575, 655 705 +67°Yu 17, FL, L17 U24 HU26 14 liis Us 2'/a - (4) 16d (2) lodx1'h" 3'35 595 670 910 720 985 t295% Lowest 17,127, FL, L5, L17 � LUS24-2 18 aye 3Ya 2 - - (4)16d (4)16d � (2)16d (2)10d 440 370 800 575 655 705 +33% 17, R, L17 DBL . U24-2 3 2X4 2 , 4 16d (2)10d 380 380 595 720 +240% ® HU242/HUC24-2 3Y,s T16 2h - (4)tOd (4) 10d 1,165 .865 990. 1,070 Lowest 17,127, FL. L5, L17 p LUS26 4% 13'a - Yz - (6) l6d (4)10d x I W 565 635 950 1,U30 +F)96 ' LU26 4'/i 1 2 - (6) 16d (4) tOd X 1 Yz" 585 865 980 1,055 +43%• U26 4'Ya 2x6 1'Ya - (6)16d (4)101 x 1 W . 730 845 965 1.040 +160% , 17, FL, L17 LUC26Z 18 1 its 4'/a 14 We Us 2'/4 - (4)16d (2)10d x 1 Yx' 335 595 670 720 +179% ® HU26 16 13'a 5i'a 3 - (14)16d (6)16d 1.550 2,720 3,180 +276%5 17,127, R, L5, L17 HUS26 18 3'/a 41/e 2 - (4) i6d (4)16d 1.165 1,030 1,80 1,275 , Lowest LUS26 2 5 2 - (8)16d (4)10d 740 1,150 1,305 1,410 +65% 17, FL, L17 U26 2 16 3'/a 3'/a 53is 2 - (4)16d (4)16d 1,235 1,065 1,210 1,305 +172% 2DBL X6 HUS26-2 / HUSC26-2 14 Min. (8)16d (4)10d 760 1,190 1,345 1.445 +233% 17,127, FL, L5, L17 14 3'h 53's HU26-2 / HUC26-2 14 3'/a 5% 2'h 2'h Max. (12)16d (6) rod 1.135 1.785 2,015 2,165 +254% ' 17, FL L17 18 49'a CA 2 (4)16d (4)16d 1;165 1,030 1.180 1,280 LUS26 3 16 4a/e 4Ya 2 (8)16d (4)10d 740 - 1,150 1,$05 1,410 I7, FL TPL U26 3 2x6 14 4'y,s 4ira 2'h Min. (8) l6d 410d ( ) 760 1,190 1,345 1;445 HU26-3 / HUC26-3 14 4" %s 4ira 2Yx Max. (12) i6d (6) lOd 1,1.35 • 1,7$5 2.015 2,165 + 18 19is 43'a 1% - (4)10d (4)10d 1,165 865 990 1,070 Lowest Q LUS26 20 1 its 4'Ya 1'h - (6)16d (4)10d x I W 565 835 950 1,030 +6% 17,127, FL, L5, L17 LU26 18 rite fish's 1'1'4 - (6)10d (4)10d 1.,165 1.105 1,260 1,365 +23% _ Q LUS28 20 1 its 6% (8) 16d (6) lod x 1'h" 850 1,110 1,270 1,335 +39% W28 16 1 iris 4�i 2 - (6) 16d (4)10d x 1'h" 585 865 980 1,055 +43% 2x8 U26 18 1 its 4-Y4 1'Ya - (6)16d (4) 10d x 1 Ya' 730 645 965 1,040 +160% 17, FL L17 Q LUC26Z 14 1%s 5'/+ 2'/a - (6)16d (4) lod x 1'h" 610 895 1,005 1,085 +251% ® HU28 16 1Y. 5i'a 3 - (14)16d (6) 16d 1,550 2,720 3,095 3,335 +276% HUS26 16 1'/a 7 3 - (22)16d (a) 16d 2,000 3,965 4.120 4,220 +409% 17,127, FL, L5, L17 HUS28 18 3'/e 4'/a 2 - (4) l6d (4) l6d 1.165 1,030 1,180 1,P80 Lowest LUS26-2 2 - (6)16d (4)16d 1,165 1,315 1.500 1,625 +8% Q LUS28-2 18 3'/s 7 2 - (8)16d (4) lOd 740 1,150 1,305 1,410 +65% DBL U26-2 16 3'/a 5 2xB 14 3'/a 7%s 2 - (6) 16d (6) 16d 1,550 1,595 1,615 1,960 +188% 17, FL, L17 HUS28-2 14 3'/a 7 2'!z Min. (10)16d (4)10d 760 1.490 1,680 1,805 +397% © HU28-2 I HUG28-2 14 3,/a 1 7 1 2+k I Max. (14)16d (6)10d 1.135 2,085 2,350 2,530 +418% 10d led header fasteners. Uplift loads 5. DF/SP loads can be used for SCL that has fastener holding capacity " 1. Uplift loads apply to and have been Increased for wind or earthquake loading with no 6. of Doug Fr. TruNss chord n tension may limitallows ble further Increase allowed. Reduce where other loads govern. ANSVTPross-g 41 Simpson Stro ConnectordSelecto� 2. tOd commons or 16d sinkers may be used instead of the withsoftware includes the evaluation of•cross-grain tension In Its hanger ' specified 16d at 0.84 of the table load value. allowable loads. For additional informadon, contact Simpson Strong Tie. " H 3.16d sinkers may be used Instead of the specified 10d 7, Nails: 16d = 0.162' dia. x 3'k' long, 10d = 0.148" dia. x 3"ng lo, commons with no load reduction. (16d sinkers are not 10d x 1 W = 0.148' dia. x 1 Ye" log. See pp. 26-'27 for other nail sizes acceptable for HDG applications.) 4. Min. nailing quantity and bad values - fill all round holes; and information. Max. nailing quantity and load values - fill all round and 'Hangers do not have an Installed Cost Index. triangle holes. Codes: See p.14 for Code Reference Key Chart io:t_ranouvvf i wnrnv Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 8.85 ft. from roof edge. DESC.= MV14 PLT. TYP: WAVE DESIGN CRIT•FBC2r17RES[rPQ0l4 FLORMA QUALITY TRUSS TELL (954) 975-3384 FAX: (9 14 7."980 ..'3120 N.W 16tfiTERRACE`. PIDAWANO IWACHi PL 33064. 12 6.5 14' Bt 12' I MIS UVVU. t'KtYAMW UY I tit ALNINt JUtl Utb]UNtK I'KUUKAM MUM I KU,AJ Mrrca LATUU 1 170 mph wind, 17.70 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ftfrom roof edge, RISK CAT 11, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. See DWG VAL180101014 for valley details. f� � F ri Ll 112X4 R=94plf U=100plf RL=17/-4plf W=14' (Rigid Surface) QTY= 1 TOTAL= 1 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI wilding Component Safety Information, by TPI and VJTCA) for safety practices prior to perforating these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have xoperiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections E13, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 160XZ for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. Aseal on this drawing or cover paya Ilaling this drawing, Indicates acceptance of professional engineering responsibility solely for the slon shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 Sea2, For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.crg; WTCA: www.sbcindustry.com; ICC: www.locsafe.org REV. 17.02.02A.1213.20 SEQ = 40118 SCALE=0.3750 TC LL TC DL BC DL BC LL TOT.LD. 20.OpSf 15.0PSf 10.0PSf O.OPSf 45.OpSf REF DATE 03-27-2019 DRWG O/A LEN. 14 DUR.FAC. 1.25 JOB M 19HSO44 SPACING 24.0" TYPE VAL Top Chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent five load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 9.12 ft. from roof edge. DESC.= MV12 PLT. TYP: WAVE DESIGN CRR=FBC2017RESRPI.2r14 �� FLORMA QUAIA7 TRUSS ' TEL. (954) 97SL3394 • F' X; (054) 9 9-8980 312B N %V.-16lh TERRACE PIDWAN01WACH'i FL 3304 v THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph Wrid,18.24 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. See DWG VAL180101014 for valley details. 1 TOTAL=1 R=94plf U=100plf RL=17/-4pif W=12' (Rigid Surface) -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and MCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections a3. 137 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Buildup Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSIRPI 1, or for handling, shipping, installation 6 bracing of trusses. Aseal on this drawing or cover page Ilsting this drawing, Indlcatas acceptance of professional engineering responsibility solely for the design shown, The sultabi0ty and use of this drawing for any structure Is the responsibility of the Bultdln g Designer per ANSI/TPI 1 Seo2 For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpimt.org; MCA: www.sbdndustry.mm; ICC: wwwl=afe.org REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40116 SCALE=0.5000 REF DATE 03-27-2019 DRWG O/A LEN. 12 JOB #: 19HSO44 TYPE VAL Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets 1-1360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 9.39 ft. from roof edge. ' IDESC. = MV10 PLT. TYP. WAVE F RIDA QUALITY TRUSS TEL: (954) 9?5-3394 FAX: [954).9Z&8980 '3I20 N.W.:16th TERRACE. 00WPANO BEACH VL 3306( DESIGN CRIT-FBC2Dl7RESrrPl-2D14 FTIRT-20%(D%)I e(D) I HIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PRUGRAM I-KUM I KUSS MI-K*b LAYUUT 170 mph wind, 18.78 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. See DWG VAL180101014 for valley details. q l I - lb rn K4 R=94plf U=100plf. RL=17/-4plf W=10' (Rigid Surface) QTY= 1 TOTAL= 1 •IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI Wlding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have xoperiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, ' car B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details• unless noted otherwise. rfar to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any (allure to build the truss conformance with ANSVTPI 1. or for handling, shipping, Installation 8 bracing of trusses. Aaeel on this drawing or cover page gating this crewing. Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSUTPi 1 SOR2. For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.cam; TPI: www.tpinsLorg; 1ARCA: www.sbcindlstry.com; ICC: wwwlccsalsorg REV. 17.02.02A.1213.20 SEQ = 40114 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0PSf 10.0PSf O.OPSf 45.Opsf' REF DATE 03-27-2019 DRWG O/ALEN, 10 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE VAL ,b:(19HSO44) /MV8 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. DESC. = MV8 PLT. TYP: WAVE DESIGN -F'LOR1DA QUALITY TRUSS 2'ELt (954) 974-3384 'FAX. (950978-8980 3120 N.1V 160i TERRACE 2 0r"AM ]TEA.CEIii F1:330". THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 19.33 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. �%— Right end vertical not exposed to wind pressure. I /J See DWG VAL180101014 for valley details. I 'v v 61 6' 2' �{ R=94plf U=100pif RL=20/4plf W=8' (Rigid Surface) QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installersshag provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, E17 or 810, as applicable -Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSOPI 1, or for handling, shipping. Installation 3 bracing of trusses. A seal on title drawing or cover page listing this drawing, Indicates acceptance of professional engineering rasponsibltity solely for the design shown. The suitability and use ofthis drawing for arty structure Is the maponalbl0ty ofthe Building Designer perANSVTPI 1 Seo.2. For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbeg.com; TPI: www.tpinstarg; WTCA: www.sbcindustry.cem; ICC: www.i=afe.org REV. 17.02.02A.1213.20 SEQ = 40112 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 8 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE VAL Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. DESC.= MV6 PLT. TYP: WAVE DESIGN CRIT-FBC2m7RESfrMD14 FVftT-M%(0%)r0(0) FLORMA QUALITY TRUSS TEL: (954) 975-3384 IFA:X. (454).0ft 3980 3120 N.W. 1611i TERRACE . POMPANO REACH; PL 3311". 0 t nta uwo. rrcernrreu nT the Nt.rtwe dun tuealutveR rrc�urtrTm rrtvm rt��� wart o �.. r w 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TIC DL=5.0 pall, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. n� See DWG VAL180101014 for valley details. QTY= 2 TOTAL= 2 X4 R=94plf U=100plf RL=11/-4plf W=V (Rigid Surface) "IMPORTANT" FURNISH THIS DRAWING TO ALLCONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fallow the latest edition of SCSI ullding Component Safety Information, by TPI and WTCA) for safety practices prior to perfanning these functions. Installers shag provide nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have xoperly attached dgld ceiling. Locations shown for permanent lateral restraint otwebs shall have bracing Installed per SCSI sections B3, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings ISGA-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSIfrPI 1, or for handling, shipping, Installation & bracing of trusses. A sea] on this drawing or cover page Ilating this drawing, Indicates acceptance of profeesional engineering responsibility solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSYMI 1 SeoS. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPI: www.tpinsLorg; WrCA: www.sbcindustry.com; ICC: wwwl=afe.org REV. 17.02.02A.1213.20 SEQ = 39931 SCALE=1.0000 TIC LL TC DL BC DL BC ILL TOT.LD. 20.Opsf 15.0psf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 6 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE VAL IUU.( ronAUY4J I Mv. Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 7.50 R from roof edge. 1 HIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM F'KUM I KUSS MI'K'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. See DWG VAL180101014 for valley details. r 4' 1' �{ B1 R=94plf U=100plf RL=16pif W=5' (Rigid Surface) DESC. = MV5 SEQ = 39990 PLT.TYP: WAVE DESIGN CRIT-FBC2017RESIM2014FTIRT-20%(0%V0(0) QTY=1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=1.0000 '•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 1'LO1liiJri: 9A 'r�.v LUAL j USS Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety prad(oes prior to perfomdng these functions. Installersshag provide temporary bracing per SCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have e property attached rigid oelling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIMI 1, or for handling, shipping, Installation & bracing of trusses. A seat on this drawing or cover page gating this drawing, Indicates acceptance of professlonal engineering responelbigty aoley Por the deslgnshown. The suitaWgtyand use ofthis drswingfor any structurolsthe responalblilly ofthe8ulidingDesigner per ANSA' Seo.2 For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.wm; TPI: www.tpinsLorg; MCA: wwwsbdrdustry.mm; [CC: wwwlccsafe.org TC DL 15.0psf BC DL 1 O.Onsf P BC LL O.Opsf TOT. LD. 45.Opsf DRWG O/A LEN. 5 TELL (950 975-3384' IIAX- (95,0 07 8980 .3120-M,W 163uTERRACE. POMYATM REACH, VL 3$084. DUR.FAC. 1.25 JOB M 19HSO44 SPACING 24.0 TYPE VAL IDD;(IanbUag) rlwva Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 rive and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 7.58 ft. from roof edge. DESC. = MV4 PLT. TYP: WAVE DESIGN �T IEZOIttDA Q AL=T.RVSS TELL (954)'975-3384 FAX: (954) W,"950 2312.0 N.%V 1611iTERRACE . POMPANO MACF4 P'L 33064, THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.16 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT It, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. r* Right end vertical not exposed to wind pressure. See DWG VAL180101014 for valley details. R=94plf U=100plf RL=15plf W=4' (Rigid Surface) QTY= 4 TOTAL= 4 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or a10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Asset on this drawing or aver paegpe listing this crewing, Indicates acceptance of professional onglnsering reaponsib@ty, coley for the design shown. The suitability and use of this drawing for any structure Is the msponalblgty, of the Building Designer perANSIRPI 1 Saa2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.am; TPI: www.tpinstorg; WTCA: www.sbdndustry.am; ICC: wwwJc safe.org REV. 17.02.02A.1213.20 SEQ = 39933 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 4 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE VAL b:(19HSO44) /MV2 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. 12 6.5 2' Ca] R=186# U=22# RL=24# W=2' (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 rive and U240 total load. Creep increase factor for dead load is 2.00. DESC. = MV2 SEQ = 39855 PLT. TYP: WAVE DESIGN CRIT•F8D2017RE.SRPF2014FTrtiT-20%l0%M0) QTY= 18 TOTAL= 18 REV. 17.02.02A.1213.20 SCALE=1.0000 ••WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 Trusses require extreme care In fabricating, handling, shipping. Installing and bradrg. Refer to and follow the latest edidon of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shell have a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 870. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings lsoMzfor standard plate positions. TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf Y,�1f Ys•�t� J<: i+ORMA .Q T A 7r 9rrin�{)• rmuss i:LJt1L111 1i�VV DRWG ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSUTPI 1, or for handling, shipping, Installation 8 bracing of trusses. A Deal: The:divantiiro'awnince of lfessional ngpeI1ae dwadusoamvoncn:n:pdinn82 For more Information see this lob's general notes page and these web sites: ITwBCG:www.ilwb cg.wm; TPI: www.tpinsLorg; WTCA: www.sbdMratry.com; ICC: wwwlasele.org TOT. LD. 45.Opsf ' O/A LEN. 2 TPS,C �954).716-33>34. FAX: (434)97&80 P%K 16diPEPRACE POAVJVNO0F.ACA PL33064. 1.25 F.3120 JOB#: 19HSO44esgnswn. SPACING 24.0" TYP E VAL b:(19HS044) / MV3 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. DESC. = MV3 PLT.TYP-WAVE FLO]MA (950 (950, 3120 N.W.:161 P!%i1tPAP40 BE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 17.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. tl� Deflection meets L1360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 8.59 ft. from roof edge. R=92pif U=100plf RL=10plf W=3' (Rigid Surface) ;IGNclar-FBc20I7RE8 a1-2o14FrmT-20%(D%)10(0) QTY= 2 TOTAL= 2 "WARNING]" READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handfing, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI Ing Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide 3rary bracing per SCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have 3eriy attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss dormance with ANSIrrPl 1, or for handling, shipping, Installation 8 bracing of trusses. A aeal on this drawing or cover page listing We drawing, Indicates acceptance of professional mpineering responsibility not for the n shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANBUTPI 18ea4. For more information see this Job's general notes page and these web sites: ITWBCG: www.1twbcg.com; TPI: www.tpinstorn; WTCA: www.sbcindustry.com; ICC: www.i=afe.org REV. 17.02.02A.1213.20 SEQ = 40949 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 3 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE VAL ,b:(19HSO44) /PB5 Top chard 2x4 SP #2 N Bol chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chard checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. i - 2'11-13/16' 3'3-7/16" 12 6.5 a 2X4(A1 T 4• 9'3-1/16" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 22.32 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 five and L/240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 22.32 ft. from roof edge. f t 2'11-13/16" �{ is --r d fV 2X4(A1) R=104pif U=100plf RL=8/-8plf W=9'3-1/16" (Rigid Surface) DESC. = PB5 SEQ = 41436 PLT. TYP: WAVE DESIGNCRIT-FBC2G17RES/ MD14FrIRT-2ovctGxy0(ot QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=0.7500 "WARNINGI•" READ AND FOLLOW ALL NOTES ON THIS DRAWING -IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 _ _pL *y�A ,a '1r 1�iJTA� TRUSS Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and VJTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections S3, B7orQVXLITY Refer to drawings 160A Z for standard plate poslates to each itron of lass and position as shown above and on the Joint Details, unless noted otherwise. TC DL 15.0 psf BC DL 1 O.O Sf p BC LL • 0.0 pSf DRWG - TELo (95Q 975-3384 - FAX. 978& 980 ( - 3I2oN.W.'16tii'TEEMACE POMPANO BEAC1417L' 33064. rnV Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, installation & bracing of lasses. Aseal anthis drswln or cover page listing this drawing, Indicates acceptance of professional anglneedngresponsibl0ty solely for the designthaw. The suitablty and use ofthis drawing for any structure lsthe responsibility ofthe BulldlngDesigner par ANSIRPl1Sec2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbcirdustry.com; ICC: wwwjeasafe.org TOT.LD. 45.Opsf O/A LEN. 101105 DUR.FAC. 1.25 JOB#:19HSO44 SPACING 24.0" TYPE VAL Top chord 2x4 SP #2 N :T2 2x4 SP #1 Dense: Bat chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets 1_/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 10.89 ft. from roof edge. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT ('7 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 170 mph wind, 21.78 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. See DWG VAL180101014 for valley details. 1+ 11-13/16" 1 T3-1/2" T 6.5 8 =2X4(A1 a � 1 2 DESC. = PB6 PLT. TYP: WAVE > FLORMA QUALITY TRUSS TieL;t(950 9'WS-338rk FAX ` A Xg (95Q 9. 78-8980 *. 3120 N.16th TERRACE . POUWANO U"CHi PL 3308a. 9'3-1/16" AGN CW-FBC2017RESrrK20l4 FT/RT-20%(0%)r0(0) QTY=2 TOTAL=2 "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI ing Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide rmly bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have lerly attached dgid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. to drawings 16OA-Z for standard plate positions. ITIN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss Z;,,.ance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.Aeal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely forthe n ehown. The suitability end use of this drawing for any structure Is the responsibility of the Building Designer per ANSViPI 1 Sea2. For more information see this job's general notes page and these web sites: ITWBCG:www.itwbcg.com:TPI:www.tpinst.org;WiCA: www.sbcindustry.com; ICC: www.lc fe.org 11-13/16" ---1 For a MR m 2-3/4" R=104plf U=100plf RL=4/4plf W=9'3-1/16" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 41439 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 101105 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE VAL ib:(19HSO44) / V4 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. DESC. = V4 PLT. TYP: WAVE FLORMA: QUAi:ITY TRUSS f 'CL�L: (954J 975-3334 F,AX: (454) 9Z&8980 '3I2t1 A7.R: 16th TEiiRACE. POMPANO "ACHti PL 330".. 47 =3X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. I 2 2' R=93plf U=100plf RL=5/-5plf W=4' (Rigid Surface) Deflection meets L/360 live and L/240 total load. Creep increase factor far dead load is 2.00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. FrmT-20%(O%Y0(0) QTY= 1 TOTAL= 1 'IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide xopedryy attached dgid calling. r BCSI. nless noted Locati Locations shown for permanent lateral eschord shall have traln property webs shall haystructural b acing Installed per BCSI sectionand bottom chord s shall have Ve 'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. fifer to drawings 160A-2 for standard plate positions. ITW Bulidbg Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, Irstallabon & bracing of trusses. Aseat on this drawing or aver page gating this drawing, Indicates acceptance of professional engineering responsibility solely for the sign Mown. The suitability and use of this drawing for arty structure Is the responsibility of the Building Designer perANSUTPI 1 Sea2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPI: www.tpinstorg; WTCk www.sbcindustry.com; [CC: wwwJccsafe.org REV. 17.02.02A.1213.20 SEQ = 40725 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opaf 15.0psf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 4 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE VAL b:(19HSO44) /V4A Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. 12 T 6.5 p d a 4' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. 3X4(D1) R=93plf U=100plf RL=5/-5plf W=4' (Rigid Surface) DESC. = V4A PLT. TYP.-WAVE DESIGN CRIT=FBC2017RESRPM14FTIRT-M%(e%y0(0) QTY= 2 TOTAL= 2 "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide Oyhyp�A� temporary bracing per SCSI. Unless noted otherwise, top chord shall have property Beached structural sheathing and bottom chord shall have , ii..1/iiLL a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, TT,;� Y YAMIeUS B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. v Refer to drawings 16OA-Z for standard plate positions. rTW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss TE7Le.(95Q 975-3384 In conformance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. FAX: (934j 0S-8980 A seal on this drawing or aver page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the - 3120 N.W.- l¢thTERRACE design shown. The suitability and use of this drawing for any structure Is the maponsibillty, ofthe Building Designer per ANSIMI 1 Ssa2. 2'OAVANU 0 AC1l 1'L 331184. For more Information see this lab's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: www.sbdndmtry.com; ]CC: www.iccsafe.org REV. 17.02.02A.1213.20 SEQ = 40383 SCALE=1.0000 TIC LL TIC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 4 DUR.FAC. 1.25 JOB #: 19HSO44 . SPACING 24.0" TYPE VAL b:(19HSO44) /V8B Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chard checked for 10.00 psf non -concurrent live load See DWG VAL180101014 for valley details. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.1 B Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 210-1/2" 2'3" 210-1/2" 12 6.5 io a5 =3X4(D1 DESC.= V86 PLT. TYP: WAVE DESIGN CRIT"FBC2017RESn FLORMA QUAIATY TRUSS TEL: ,(450 WS-3384 FAX. (954) 97848980 3120 N.W. 1611i TERRACE . BOWPANO ESACH'j PL 33064. i14X5(R) 1 TOTAL= 1 ///4X5(R) "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSUTPI 1, or for handling, shipping, Installation 8 bracing of trusses. Acoal on this drawing or cover page listing this drawing, Indicates acceptance of profesotonal engineering responsibility solely for the dealgn shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Deslgnor per ANSVTPI 1 Seo.2. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbeg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; [CC: www.1cwafe.org R=94plf U=100plf RL=4/-4plf W=8' (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40727 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 8 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE VAL b:(19HSO44) /V8A Top chord 2x4 SP #2 N Bol chord 20 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psi non -concurrent five load. See DWG VAL180101014 for valley details. 1'10-1/2" 12 %4X5(R) 6.5 fO=3X4(D1 m d 1112 4'3" 8' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT It, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. DESC. = V8A PLT. TYP:WAVE DESIONCRIT•FBC2017RESfTPF2014FTIRT=21%(D%y0(0) QTY= 2 TOTAL= 2 ••WARNINGIe• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and VVTCA) for safety praclices prior to perlormirg these functions. Installers shall provide OYyyyy temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have i`i� ..LNiiiJJ a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, .,�r1ra it ira..�s .rpv�� B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. LAX-T- 1 M Refer to drawings 160A-Z for standard plate positions. ITW Bullring Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss Lt (954I.9?5-338In conformance with ANSIrrPI 1. or for handling, shipping. Installabon 8 bracing of trusses: ,�, Pet L. (4S4y 97&S984 A seal on this drawing or cover page lieling this drawing, Indicates acceptance of professional engineedng responsibility soleMr the 3320 %+T �V. t6t3i'fiERRACE , deslgn shown, The suitability and use of this drawing for airy structure is the responNGtity of the Building Designer per ANSVTPI l ly Seo 2. For more Information see this job's general notes page and these web sites: rlDN WAND ifl3a Cai VL 33064. ITVVBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbdndustry.00m; ICC: www.i=afe.org a 1'10-1/2" R=94plf U=100pif W=8' (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40381 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.OPSf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 8 DUR.FAC: 1.25 JOB #: 19HS044 SPACING 24.0" TYPE VAL /SP #2 N ,4SP#2N .4 SP #3 // �, . lateral restraint equally spaced on member. Or 1x4 #3SRB SPF-S or better'T' reinforcement. 80% length of 1ber. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 8.58 ft. from roof edge. m 3X4(D1 12 6.5 1112X4 1112X4 16' 0 3 so co THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 17.16 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. ppryry Right end vertical not exposed to wind pressure. t} Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180101014 for valley details. R=94plf U=100plf RL=17/-4pIf W=16' (Rigid Surface) DESC. = MV16 SEQ = 40121 PLT. TYP: WAVE DESIGN CRn"reC2017RESRPI-2014FT/RT•m%(0%Y0(0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.2500 "WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWING[ TC LL 20.Opsf REF "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, DATE 03-27-2019 Trusses require extreme care in fabricating, handling, slipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TIN and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have TC DL 15.Opsf BC DL 1 O.On$f �.y ^Yyg� i4VIRM DRWG .L . QU 7w TRUsas a property attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Instalbed per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. r O.Opsf L Refer to drewlrgs 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTP11. or for handling, shipping, installation d bracing of brasses. BC LL TOT.LD. 45.Opsf O/A LEN. 16 TLr1;( (95Q 475-3384 VAX, (430 978-8980 Attest on this drawing or cover page gating this drawing, Indicates acceptance of professional engineering responsibility solely forthe design shown. The mailability and use ofthisdrawingforartystructurs lithe responsibilityoftheBWidingDesigner perANSVTPI1Ssc.t DUR.FAC. 1.25 JOB #:19HSO44 '312(1 N"R: 161h T'EIiR:ACE`. POt14WANODEACHtVL330k For more Information see this Job's general notes page and these web sites: ITWBCG_www.itwbcg.mm;TPl:www.tpinstorg;WrCA:www.sbdndusby.com;ICC:www.i=afe.org SPACING 24.0" TYPE VAL Ib:(19HSO44) /CJ34 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.58 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads avid reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. R=77# Rw=26# U=32# NAILED 12 1112x4 4.25 p T7 EEW B1 W1 �h T N 1 13 2'6" f 2'11-3/4" 1 6-1/4" +{ 3'6" R=121# U=14# RL=42# NAILED R=268# U=85# W=8" (Rigid Surface) DESC. = CJ34 FinTYP:WAVE DESIGN CRff-F8C2M7RESrrPl-2114FT/RT-2096(e%yIXe) QTY=4 TOTAL=4 'IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING' THE INSTALLERS. ' e Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shell provide �w �yl��,�A,�.�a� ' islJrr+YQrjeLriLT/1irs��rT shall have temporary bracing and bottom chord shall have perI. nlLoptlonness s attached ubracing for of stalled SS a property attached ceiling. shown permanentrlateral restraint webs shall have inral per SCSI Sections S3, B7 or to each few �� and position as shown above and on the Joint Details, unless noted otherwise. QUAX-r i jR Refer toldrawf�s 160A-Z forpsiarplates dard plate positiore' ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss : (95Q 'iiir,:'t954) 975-3384 in conformance with ANSIrTPI 1, or for handling, shipping, Installation 6 bracing of trusses. FAX-1 975-3394 A sealon Oda drawing or cover pope gating this drawing, Indicates acceptance of professional engineering responsibility sclay for the 3'I2(i NW. 16tti'r�Rx'aCTs design shown. The sultabitlty and uss of this drawing for any structure Is the responsibility of the Building Designer par ANSVTPI 18eo 2 , PQMI'AN(i i313r1r�vv�YfL 13084 `^"t For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; [CC: wwwJc safe.ora REV. 17.02.02A.1213.20 SEQ = 40627 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10:0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 30600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE JACK Job:(19HSO44) / CJ14 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 170 mph wind, 15.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC Bot chord 2x4 SP #2 N DL--5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent five load. Wind loads and reactions based on MWFRS with additional C&C member design. ` r " d Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 12 R=51# U=20# NAILED 4.25 p 8— - --- — =3X4(B1 10 T d 1 B, �- 1'6° -{ R=69# U=9# NAILED R=30# NAILED DESC. = CJ14 SEQ = 40619 PLT. TYP: WAVE DESIGN CRn-FlIC2017RES"l-2014FTIRT-20%(0%Y0(D) QTY= 4 TOTAL= 4 REV. 17.02.02A.1213.20 SCALE=1.0000 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20:Opsf REF "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DATE 03-27-2019 �r Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI TC DL 15.0Psf (Building Component Safety Information, by Tot and WTCA) for safety practices prior to performing these functions. Installers shag provide DRWG '♦1`YLrV�1V31TJ1tDs�'r�r temporaryper otherwise,bottomshall have chord eral property for per ain a webs shall have bracing BC DL 10.0Psf (� c� Qw ` Muss attached permanent latp resproperty rigld celring.mlew Locations hoown fo installed per Section B7 or as applicable.to each face trr�s and position as shown above and on the Jdrd Details. unless noted otherwise. s16OA-Z sttanda O.OPsf '1 a j Refer oldrawi for d plate positiorlates ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses. BC LL TOT.LD. 45.0pSf O/A LEN. 10600 _i TEL: (954) 975 3384 DUR. FAC. 1.25 JOB #: 19HSO44 F/}X (934).9Z8 6498 8980 4)116t7 Aril on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering rospondbtgty solely for the deslgn shown. The sultsblgty and use of this drawing or any structure Is the responsibility of the Building Designer perANSVIPI 1 Baez 3I2A N.W ACCE' 1`01"AW0 TiLA' CH' Pl, 33U61. t For mo%information see this job'sgeneral notes page and Ness web sites: g ITWBCG: www.itwb com; TPI: www. instor ; WTCA: www.sbdndus com; [CC: www.iasafe.o SPACING 24.0" TYPE JACK b:(19HSO44) /1-1J7 Top chord 2x4 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 Left cantilever is exposed to vAnd Sub -fascia beam assumptions: B-0-0 sub -fascia beam on the 2-5-8 cantilever side. B-0-0 sub -fascia beam on the 2-5-8 cantilever side. Defection meets L/360 live and LJ240 total load. Creep increase factor for dead load is 2.00. a THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11. EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. The following members need concentrated loads at the heel: 6-0-0 span/setback member on the 2-5-8 cant side requires 92 Ibs and the 6-0-0 span/setback member on the 2-5-8 cant side requires 92 lbs. Hipjack supports 7-5-8 setback jacks with 2-5-8 cantilever one face; 2-5-8 cantilever opposite face. / R=218# U=91# NAILED io fo ;� A `b 1 -- 41-1/16" 1 6'5-7/16" - I 10'6-1/2" R=691# U=146# W=11-5/16" R=41/-14# Rw--49# NAILED (Rigid Surface) DESC. = HJ7 SEQ = 40305 PLT. TYP: WAVE DESIGN CRrT-FBC2➢17RESrrM2014FT/RT-2D%(e%yD(o) QTY= 5 TOTAL= 5 REV. 17.02.02A.1213.20 SCALE=0.5000 •'WARNINGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TIC LL 20.Op$f REF "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DATE 03-27-2019 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached sWciural sheathing and bottom chord shall have TIC DL 15.Opsf BC DL 100 Sf p �A DRWG �T4X Y Y-rry 'MUSS aJrsa.+ii J i11V o e propedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses. . O.O n$f BC LL r� TOT.LD. 45.Op$f '. O/A LEN. 100608 TELc (954) 975-338, 'FAX; j954},978-8980 Aeatd on this drawing or cover pegs Ileting this drawing, Indicates sceephnce of professional engineering raepondbitity solely for the designshown. The suitability and use ofthisdrawing for any strucNnlsthe responsiGBtyoftheBuilding Designer per AN31/TPI1Soc.2, DUR.FAC. 1.25 JOB #:19HSO44 3120 r-T.W.: I6&TERRACE' . PIDAIPANOMACajVL$3864. For more Information see this job's general notes page and these web sites: ITWBCGwww.Itwbcg.com;TPl:www.tpinstorg;WTCAwwwsbdndustry.com;ICC:wwwJccsafe.org SPACING 24.0" TYPE HIP JACK b:(19HSO44) / HJ7E Top chord 2x4 SP SS Bot chord 2x4 SP SS :B2 2x4 SP #2 N: Webs 2x4 SP #3 :W3 2x4 SP #2 N: Left cantilever is exposed to wind Sub -fascia beam assumptions: 6-0-0 sub -fascia beam on the 2-5-8 cantilever side. 6-0.0 sub -fascia beam on the 2-5-8 cantilever side. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. DESC. = HJ7E PLT. TYP: WAVE apf'r FLORMA QUALITY TRUSS TELL(9SQ 975-3394 FAX-. (954).9784980 3120 N.W. 16th'IERRACE POMPANO MS AlClli EL 330" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 it mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. The following members need concentrated loads at the heel: 6-0-0 span/setback member on the 2-5-8 cant side requires 92 Ibs and the 6-0-0 span/setback member on the 2-5-8 cant side requires 92 lbs. Hipjack supports 7-5-8 setback jacks with 2-5-8 cantilever one face; 2-5=8 cantilever opposite face. R=217# U=69# NAILED T10" 1' —— 1'8-1/2" 10'6-1/2" R=766# U=146# W=11-5/16" R=93/-46# NAILED (Rigid Surface) DESIGN CRrT"F0C2017RESrr`I-M14 FTIRT"20%(0%y0(0) QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme cafe in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have .properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, 137 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSUTPI 1, or for handling, shipping, Installation 8 bracing of trusses. Aaeal on this drawing or cover page listing this drawing, Indleat is acceptance of professional engineering responalblitty solely for the design ahown. The suitability and use of this drawing for any atructurs Is the responalb]Uty of the Suildng Designer per ANSVTPI 1 Seo.2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.ttwbcg.com; TPI: www.tpinstorg; WTCA www.sbcirdhstry.com; ICC: www3ccsafe.og REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40740 SCALE=0.5000 REF DATE 03-27-2019 O/A LEN. 100608 JOB #: 19HSO44 TYPE HIP —JACK ib:(19HS044) / HJ6 Top chord 2x4 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Sub -fascia beam assumptions: 5-0-0 sub -fascia beam on the 2-5-8 cantilever side. 5.0-0 sub -fascia beam on the 2-5.8 cantilever side. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. T 6-112 1 DESC.= HJ6 PLT. TYP: WAVE FLORMA QuAUTY TRUSS TEL' (954) 97'r3384' FAX: (954).97"980 3I20-N W. 149i TERRACE' JeIDWANO EEACHi VL 33064 B, THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. The following members need concentrated loads at the heel: 54)-0 span/setback member on the 2-5-8 cant side requires 63 Ibs and the 5-0.0 span/setback member on the 2-5-8 cant side requires 63 lbs. Hipjack supports 6-5-8 setback jacks with 2-5-8 cantilever one face; 2-5-8 cantilever opposite face. 9'.. 41-1/16^ -1- 60-1/2" DESIGN CRIT-F6C2DURESRPI-2014 R=141# U=53# NAILED fD m ti rn d 9'1-9/16" R=655# U=122# W=11-5/16" R=41-55# Rw=39# NAILED (Rigid Surface) QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI Ing Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installer: shall provide )nary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have perly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 133, Bio, as applicable. Apply plates to each face o1 truss and position as shown above and on the Joint Details, unless noted otherwise. to drewirgs 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss dormanee with ANSI/TPI 1, or for handling, shipping, installation 8 bracing of trusses. Aseal on this drawing or cover page gating this drawing, Indicates acceptencs of professional engineering responsibility solely for the n shown. The suitability and use of this drawing for any structure Is the responsibility of the Build]ng Denlgnor per ANBVTPI 18ea.2. For more Information see this job's general notes page and these web sites: IT WBCG: www.itwbcg.wm; TPI: www.tpinsLorg; WrCA: www.sbcindustry.mm; ICC: www.1casafe.org REV. 17.02.02A.1213.20 TC ILL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" ) SEQ = 39964 SCALE=0.7500 REF DATE 03-27-2019 DRWG O/A LEN. 90109 JOB #: 19HSO44 TYPE HIP JACK D:tl SlribU44) Ir1JD`J Top chord 2x4 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Sub -fascia beam assumptions: 5-8-8 sub -fascia beam on the 2-5-8 cantilever side. 5-8-8 sub -fascia beam on the 2-5-8 cantilever side. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. I Nib UWCj. YKtNAKtU tiY 1 Kt ALNINt JUB Ut,IUNtK NKUUKAM hKUM I KUbb MrKb LATUU 1 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. The following members need concentrated loads at the heel: 5-8-8 span/setback member on the 2-5-8 cant side requires 84 Ibs and the 5.8-8 span/setback member on the 2-5-8 cant side requires 84 lbs. Hipjack supports 5 8 8 setback jacks with 2-5-8 cantilever one face; 2-5-8 cantilever opposite face.} 41-1/16" 3'11-3/4" DESC. = HJ59 PLT.TYP: WAVE DESIGN CRr"Fsc2ot7RESri 2014FTmT-20%(G%Y0(0) FLORMA QUALITY TRUSS TELf (954) 975-3384 FAX, (954}.9j8-3930 '3120 NA* 16di'TERRACE POW&NO DEA.CYi,.ft a. 064. R=102# U=26# NAILED 8'0-13/16" R=668# U=136# W=11-5/16" R=131# Rw=45# NAILED (Rigid Surface) QTY=1 TOTAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Instating and bracing. Refer to and follow the latest edition of BCSI Gig Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide )rary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have party attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. to drawings 160XZ for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss Iformance with ANSVIPI 1, or for handling, shipping, Installation 6 bracing of trusses. Aseal on this drawing or cover page Hating this drawing, Indicates acceptance of professional engineering responsibility solely for the n shown. The alltiblUty and use of thle dmwing for airy structure Is the responalblOty of the Building Designer perANSUIPI 1 Sao.2. For more Information see this job's general notes page and these web sites: ITWBCG: wwwAwbcg.com; TPI: wwwapinstorg; WTCA: www.sbdndustry.00m; [CC: www.imsafe.org REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf MUD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40393 SCALE=0.7500 REF DATE 03-27-2019 DRWG O/A LEN. 80013 JOB #: 19HSO44 TYPE HIP_Jf Top chord 2x4 SP SS Bot chord 2x6 SP SS Webs 2x4 SP 93 Left cantilever is exposed to wind Sub -fascia beam assumptions: 5-4-8 sub -fascia beam on the 2-5-8 cantilever side. 5.4-8 sub -fascia beam on the 2-5-8 cantilever side. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4'1-1/16" f� T7-3/16" DESC.= HJ55 PLT. TYP: WAVE DESIGN FLODIDA QUAT YT Y' TRUSS TEL.(95Q 975-3384 . 'FAX;(95Q 9784980 _3I20 N.W. -169i TERRACE . foucrA1vU Wes AcFi't eL 33n64. R=682# U=132# W=11-5/16" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions'based on MWFRS. The following members need concentrated loads at the heel: 5-4-8 span/setback member on the 2-5-8 cant side requires 74 Ibs and the 5-4-8 span/setback member on the 2-5-8 rant side requires 74 Ibs. Hipjack supports 541-8 setback jacks with 2-5-8 cantilever one face; 2-5-8 cantilever opposite face. 3'6-1/16" QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have- n properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3. B7 or Bt D, as applicable. Apply plates to each fete of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSM 1, or for handling, shipping. Installation 8 bracing of trusses. Aseal on this drawing or cover page gating this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The sultabllily and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Seo.R For more Information see this job's general notes page and these web sites: ITWBCG: www.ilwbcg.com; TPI: www.tpinst.org; WTCA: www.sbdndustry.com; [CC: www.iccsafe.org R=84/-B# U=16# NAILED R=147# Rw=44# NAILED REV. 17.02.02A.1213.20 SEQ = 41288 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 70703 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -TYPE HIP_JA( b:(19HSO44) / HJ53 Top chord 2x4 SIR SS Bot chord 2x6 SP SS Webs 2x4 SP 93 Left cantilever is exposed to wind Sub -fascia beam assumptions; 5-2-4 sub -fascia beam on the 2-5-8 cantilever side. 5-2-4 sub -fascia beam on the 2-5-8 cantilever side. Deflection meets 1-/360 live and LJ240 total load. Creep increase factor for dead load is 2.00. DESC.= HJ53 PLT. TYP.-WAVE FLORMA QUALITY TRUSS TE1;f (95Q 9"-3384 'FAX, (954) KS-9980 S120 N.W.-160i TERRACE PIDWANO )BEACH, FL 3306( 12 4.6 p 3'5-11/16" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywheie in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. The following members need concentrated loads at the heel: 5-2-4 span/setback member on the 2-5-8 cant side requires 69 Ibs and the 5-2-4 span/setback member on the 2-5-8 cant side requires 69 lbs. Hipjack supports 5-2-4 setback jacks with 2-5-8 cantilever one face; 2-5.8 cantilever opposite face. �1 41-1/16" {- 3'2-15/16" DESIGN CRIT-FBC2017RESfrP42014 FT/RT"20%(0%y 0(0) R=73/-17# U=11# NAILED fo FD 4 d `o i' — T4" R=693# U=130# W=11-5/16" R=156# Rw=44# NAILED (Rigid Surface) QTY= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide - temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have .properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 133, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 1 BGA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses. A seal on this drawing or cover page fisting this drawing, Indicates acceptance of profeselontl engineering responsibility solely for the design shown. The maltabl0y and use of this drawing for any structure In the responsibility of the Building Designer per ANSVI PI 1 Sec.2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.cam; TPI: www.tpinstorg; WTCA: www.sbcindustry.com; ]CC: www.Iccsafe.org REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40723 SCALE=0.7500 REF DATE 03-27-2019 DRWG O/A LEN. 70400 JOB #: 19HSO44 TYPE HIP —JACK b:(19HSO44) /HJ46 Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. The following members need concentrated loads at the heel: 4-5-14 span/setback member on the 2-5-8 cant side requires 48 Ibs and the 4-5-14 span/setback member on the 2-5-8 cant side requires 48 lbs. Hipjack supports 4-5-14 setback jacks with 2-5-8 cantilever one face; 2-5.8 cantilever opposite face. T s-,rz 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reaction(s) of -233# MAX. (See below) from a non -wind load case requires uplift connection. 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind Sub -fascia beam assumptions: 4-5.14 sub -fascia beam on the 2-5-8 cantilever side. 4-5-14 sub -fascia beam on the 2-5.8 cantilever side. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 2.00. I R=32/-49# NAILED io iD CV 41-1/16" 2'3-1/16" �{ 6'4-1/8" DESC. = HJ46 PLT. TYP: WAVE DESIGN CRIT•FBC2017RESn I'M14 FT/RT"20%10%y 0(0) i FLORMA WAY-= TRUSS TELt(950 975-3354 FAX.- (984 978-0980 3I20-N�W. 1,61.1iT14RRACE POUWANO 9"Ck1,'. 'L 35064. R=771# U=128# W=11-5/16" R=233# Rw=47# NAILED (Rigid Surface) QTY= 4 TOTAL= 4 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edtion of BCSI uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide nporery bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chard shall have noperiy attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections 133, 'or 1311 as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16GA-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of busses. Aseal on this dmving or cover pegs Ilating this dreving, Indicates acceptence of professional englneedng responalblgty solely for the sign shown. The sultablgty and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 Sea2 For more information see this job's general notes page and these web sites: ITW BCG: wwwJtwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcIndustry.com; ICC: wwwJ=afe.org REV. 17.02.02A.1213.20 SEQ = 39861 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 60402 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE Hip —JAI ,b:(19HSO44) / HJ42 Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 Wind loads and reactions based on MWFRS. The following members need concentrated loads at the heel: 4-2-4 span/setback member on the 2-5-8 cant side requires 39 Ibs and the 4-2-4 span/setback member on the 2-5-8 cant side requires 39 Ills. Hipjack supports 4-2-4 setback jacks with 2-5-8 cantilever one face; 2-5-8 cantilever opposite face. DESC. = HJ42 PLT. TYP: WAVE DESIGN �Z.ORII7A QUALITY TRUSS TEL:(954) 975-3384 FAX; (954) 976-8980 3120 N.W. 160i TERRACE . POIMPArW. 09ACHi FL 33064. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reaction(s) of -295# MAX. (See below) from a non -wind load case requires uplift connection. 170 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT Il, E(P B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind Sub -fascia beam assumptions: 4-2-4 sub -fascia beam on the 2-5-8 cantilever side. 4-2-4 sub -fascia beam on the 2-5-8 cantilever side. / Deflection meets L/360 live and U240 total load. Creep increase factor for dead load Is 2.00. I' 41-1/116" 1'9-15/16" 5'11" R=8409 U=131# W=11-5/16" (Rigid Surface) QTY= 4 TOTAL= 4 "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require "trams care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edtion of SCSI (Bullring Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses. A seal on this drawing or cover page bating this drawing, Indicates acceptance, of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 SecZ For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com: TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; ]CC: wwwJccsafo.org R=7/-78# Rw=14# NAILED R=295# Rw=50# NAILED REV. 17.02.02A.1213.20 SEQ = 40379 SCALE=1.0000 TC ILL TC DL 13C DL 13C LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 51100 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIP —JACK b:(19HSO44) /HJ75 Top. chord 2x6 SP SS Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Stub Wedge 2x8 SP SS::Lt Level Return 2x4 SP #3: Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 19.71 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/_)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 5.0-0 setback jacks with no webs. V I. 7'4-3/8" 3'6-7/16" { TO-1/8" R=577# U=184# W=10-9/16" (Rigid Surface) DESC.= HJ75 PLT. TYP: WAVE DESIGN CRIT•FBC2017RESrrP42074FTIRT"2D%(e%y0(e) QTY= 2 TOTAL= 2 e•WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING] **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, . ' .t,+fr OVy Trry1 w i it /13 A tv ,QTTAO T�> •npUr7S V 1 1 ii4. Trusses require extreme care In fabricating, handling, slipping. Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by Tot and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. >• _ ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping. Installation 6 bracing of trusses. A seal on this drawing or cover page Ilating this drnving, Indicates acceptance of professlond angineedng responsibility solely for the design shown. The stritabitity, and use of thla drawing for any structure Is the responsibility of the Building Designer per ANSVrPI 1 Sea2. For more Information see thisjob's general notes page and these web sites: ITWBCG: www.itwbcg.cem; TPI: www.tpinstorg; WTCA. www.sbdndustry.com; ICC: www.1ccsafe.og TELf (954) 97$-3384 FAX, (955.978=$980 3120 N.W.161}i' TERRACE POMPANO B611i TE 1?1:330 . R=211# U=118# NAILED io cO � io iV t: P1 R=68# NAILED REV. 17.02.02A.1213.20 SEQ = 40693 SCALE=0.7500 TC LL TIC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 70002 DIJR.FAC: 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE HIP_JA( b:(19HS044) / HJ66 Top chord 2x4 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Sub -fascia beam assumptions: 5.0-0 sub -fascia beam on the 2-5-8 cantilever side. 5-0-0 sub -fascia beam on the 2-5-8 cantilever side. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 12 3.54 p THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 16.30 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. The following members need concentrated loads at the heel: 5-0.0 span/setback member on the 2-5-8 cant side requires 62 Ibs and the 5-0-0 span/setback member on the 2-5-8 rant side requires 62 lbs. Hipjack supports 6-5-8 setback jacks with 2-5.8 cantilever one face; 2-5.8 cantilever opposite face. % I 6A 3'5-11/16" B1 r 41-1/16" VID-1/2" 9'1-9/16" — R=648# U=143# W=11-5/16" (Rigid Surface) R=139# U=57# NAILED `v `v m � N f7 fV R=5/-54# Rw=43# NAILED DESC. = HJ66 SEQ = 40973 PLT. TYP: WAVE DESIGN CRIT"FBC2017RESMI-2114FTIRT=zo (0%Y0(0) QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=0.7500 •'WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 20.Opsf REF DATE 03-27-2019 - - tcrl► »'Yrr 'JL J.rO1�.LVA � R �n�r^T QTTAX �1 1 + vsS Trusses require extreme care In fabricating, handling, shipping, Installing and bradng. Refer to and follow the latest edition of BCSI (Bullring Component Safety Information, by Tot and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have a property attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, Refer to drawings 180A-Z stanlates to each face of dard plate positions.trussand position as shown above and on the Joint Details, unless noted otherwise. TC DL 15.Opsf BC DL 1 O.O Sf P BC LL O.Opsf DRWG _ RIN Building Components Group Inc. shall not be responsible for any deviation from lids condrawing, any failure to build the truss In conformance with ANSVTPI 1. or for handling, shipping, Installation a bracing of trusses. A seal on this drawing or aver page listing this drawing, Indicates acceptance of professional engineering rasponelbllity solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility ofthe Building Designer per ANSVTPI t Sec.2. For more Information see this job's general notes page and these web sites: ITWBCG:wwwAwbcg.com;TPI:www.tpinstorg;WTCAwww.sbdndusby.am;lcc:www1ccsafe.og TOT. LD. 45.Opsf O/A LEN. 90109 T +Gb; (954) SYJ5-338¢ FAX-.L. (9S4) 975-338 3120 N.V .:--16f li TERRACE Q � + ��J DUR. FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE , HIP_JA( u:t iano.") r njeq Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 Wind loads and reactions based on MWFRS The following members need concentrated loads at the heel: 0-0-0 span/setback member on the 2-5-8 cant side requires 89 Ibs and the 0-0-0 span/setback member on the 2-5-8 cant side requires 89 lbs. Hipjack supports 9-5-8 setback jacks. Jacks up to 7' have no webs. Longer jacks supported to BC. 2-5-8 cant one face, 2-5-8 cant opposite face. T 1 DESC. = HJ94 PLT. TYP: WAVE TTTT�,�Fr1Lrrry�rOrr�rr�riYtIDr�AUSp TEE; (954) 975-3394 TAX, (9M97"980 3I20-NI W:16t1i TERILACE . FOIZ" WO "AC11, 3'L 33064, 4'6-3/4" 13'4-1/2" R=854# U=226# W=1'10-5/8" (Rigid Surface) FT/RT"20%(0%Y 0(0) I HIS UWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRU55 MFR'S LAYOUT All plates are 3X4 except as noted. 170 mph wind, 16.63 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind Sub -fascia beam assumptions: 0-0-0 sub -fascia beam on the 2-5-8 cantilever side. 0-0-0 sub -fascia beam on the 2-5-8 cantilever side. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. 8'9-3/4" QTY= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI 1ng Component Safety Information, by TPI end WTCA) for safety practices prior to performing these functions. Installers shall provide nary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have Dedy attached dgld calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss iformance with ANSIf PI 1, or for handling, shipping, installation 8 bracing of trusses. Aseal on this drawing or cover page Ilsting this dnwing, Indicates acceptance of professional engineering responsibility solely for the It shown. The suitability and use of title drawing for any structure Is the responsibllity, of the Building Designer perANSVTPI 1 Sec.4. For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; WTCA: wwwaticindustry.com; ]CC: www.1ccsafe.org R=286# U=131# NAILED io d io R=266# U=6# NAILED REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT I-D. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" M- SEQ = 40629 SCALE=0.5000 REF DATE 03-27-2019 DRWG O/A LEN. 130408 JOB #: 19HSO44 TYPE HIP JACK ib:(191-18044) / PB1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 170 mph wind, 23.18 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 it from roof edge, RISK CAT 11, EXP B, Bot chord 2x4 SP #2 N wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.1 B Webs 2x4 SP #3 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. Defection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. See DWG VAL180101014 for valley details. MWFRS loads based on trusses located at least 46.35 fL from roof edge, t ' 6'1-13/16" 1'11-1/2" r 6'1-13/16" X\14X5 R T2 X4X5(R) Ih 12 T1 W1 fo 6.5 io - - T1 W1 2X4(A1) �m2X4(Al) T -I- 14 14 f 14'3-1/16" 8 2fIt" 2?lf R=101plf U=100plf RL=9/-9plf W=W3-1/16" (Rigid Surface) DESC. = P61 SEQ = 41441 PLT. TYP: WAVE DESIGN CRIT•FBC1017RESnPM14FT1RT•20%(0%ya0) QTY= 1 T0TAL=1 REV. 17.02.02A.1213.20 SCALE=0.5000 "WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC ILL 20.0 sf p REF DATE 03-27-2019 oyy y.ri� iWJ QT ♦ tr IW TRTTSS a.+tiLii 1 V.7 Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Rater to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the buss in conformance with ANSVTPII,orfor handling, shipping. Installation & bracing of trusses. Assal on tbia drawirlg or cover page Ilating thla dmving, Indicates acceptance of professlonal engineering responsibility coley for the designahown.ThesultebigtyanduseolthledrawingforanystruclurslstheroeponaibigyoftheBuilding DesignerporANSIRP118eo.3. For more information see this job's general notes page and these web sites: ITWBCG:www.itwbcg.ccm;TPl:www.lpinst.org;WTCA:www.sbdndusby.mm;ICC:www.imafe.org TC DL 15.Opsf BC DL 1 O.Or1$f P BC LL O.Opsf TOT.LD. 45.Opsf DRWG O/ALEN. 151105 TIM4(IRSQ*975-3384 FAX: (954).97&8980 3120 N.W-16di TE MAI= . 80MPANO$HAC:II;PL330". DUR.FAC. 1.25 JOB #:19HSO44 SPACING 24.0° ITYPE VAL b:(19N5U44) y PB2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 170 mph wind, 22.63 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT Il, EXP B, Bot chord 2x4 SP #2 N wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. See DWG VAL180101014 for valley details. MWFRS loads based on trusses located at least 45.27 ft. from roof edge. f DESC.= PB2 PLT.TYP-WAVE F 4'1-13/16" 5'11-1/2" 4'1-13/16"�{ 12 14'3-1/16" 0 213/1l" FTIRT"20%(0%y0(0) ®MITiTII QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Tnrsses require extreme care In fabricating, handling, shipping. InstaMng and bracing. Refer to and follow the latest edition of BCSI rx"p (Building Component Safety Information, by TPI and WTCA) for safety practices prior to perfarming these functions. Installers stag provide try 1� y�M� temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have . =T A TtiTt�� a property attached rigid ceiling. Locations shown for permanent lateral restraint olwebs shall have bracing installed per BCSI sections B3, 87 or B10, as applicable. Apply plates to each fees o1 truss and position as shown above and on the Joint Details, unless noted otherwise. Q Vjol" 1 1 V Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss 'CTsi.t (954) 975.33ti4 Li In conformance with ANSIrtPI 1, or for handling, shipping, Installation & bracing o1 trusses. — - FA (954).975-'3388 980 A goalWho drawing or cover page toting thla dmwing, Indicates acceptance of profeselond engineering responsibility solely for the 3I2t1 N.W.- /,6101Ei deelgn shown. The sulhdtity, and use of thie drawing for any structure Is the responsibility of the Building Designer per ANSUTPI 1 SacZ . PQMPANO Hl't1CH- ii 33864 For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.cam; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; [CC: wwwJcesafe.org 2F3/A" R=101plf U=100plf RL=6/-16plf W=14'3-1/16" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 41443 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.0psf 0.0psf 45:Opsf REF DATE 03-27-2019 DRWG O/A LEN. 151105 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -TYPE VAL 10:t ienaU447 r t-tsa THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 170 mph wind, 22.76 ft mean hgt, ASCE 7-10. CLOSED bldg. not located vvithin 9.00 ft from roof edge, RISK CAT II, EXP B, Bot chord 2x4 SIP #2 N wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent five load. Wind loads and reactions based on MWFRS vvith additional C&C member design. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. �qA See DWG VAL180101014 far valley details. MWFRS loads based on trusses located at least 45.53 ft. from roof edge. io �— 2'11-13/16" 5' 2'5-3/4" DESC.= P63 PLT.TYP: WAVE DESIGNCRn=FBC2017RESRP0014 FLOPMA ..QUALITY TRUSS TELL- (954) 975=3384 FAX- (954) WY&S986 :312014.W 16ViTF UCE POMPANO ]MACEL PL 33p64, 14'3-1/16" 81 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, instaNrg and bracing. Refer to and follow the latest edition of SCSI uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have xoperly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83. ' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. rfer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses. Ageal on this drawing or aver psps listing this drawing, Indicates acceptance of professional engineering responsibility coley for the sign shown. The sWhdOty and uss ofthis drawing for arty structure Is the responsibility of the Building Designer perANSIRPI 1 See.2 For more Information sea this Job's general notes page and these web sites: ITW8CG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: wwwJc safe.org 4'7-9/16" 2f/A" R=101plf U=100plf RL=7/-117plf W=14'3-1/16" (Rigid Surface) REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 41445 SCALE=0.5000 REF DATE 03-27-2019 O/A LEN. 151105 JOB #: 19HS044 TYPE VAL D:t1snaU44f r r[s4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 170 mph wind, 22.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, Bot chord 2x4 SP #2 N wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design. �} Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. See DWG VAL180101014 for valley details. S MWFRS loads based on trusses located at least 22.76 ft. from roof edge. 1 47-9/16" 147-9/16" DESC. = PB4 PLT. TYP.-WAVE T A FL�OlitRMA- T QUADri i 1 TRUSS TP-Le (954) 975-3384 FAX: (954 9*99`80 3I20 N«.;160i TERRACE . POMPANO XFACFi'$ 'L 33064. DESIGN CRIT-FlIC2017RESRPF2114 =4X5 QTY= 27 TOTAL= 27 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI uilding Component Safety Information, by TPI and WI CA) for safety practices prior to performing these functions. Installers shall provide npomry bracing per BCSIUnless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have )roperly attached dgid ceIli ng. Locations shown for permanent lateral restraint of webs shell have bracing Installed per BCSI sections B3, 'or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16oA-2 for standard plate positions. ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSMI 1, or for handling, shipping. Installation d bracing of trusses. Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional artpineadng responsibility solely for the sign shown. The suitability and use of title drawing for arty structure Is the responsibility of the Bulldlrlg Designer per ANSU1Pl 1 800.2, For more information see this job's general notes page and these web sites: ITWBCG: www.ftwbeg.com; TPI: www.tpinsLorg; WTCk www.sbdndustry.com; ICC: www.lccsafe.org `11 R=104pif U=100plf RL=11/-11p1f W=9'3-1/16" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 41434 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 101105 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE VAL J0D:(1'VNbU44) /UJOD Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. 12 5 p THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind,16.10 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. 6¢ Bottom chord checked for 10.00 psf non -concurrent live load. p, i 1 R=41/-43# U=39# NAILED I c u5 (V ' 3X4(82 W1 T N 1112 4 1 B, Z13" j= 2'11-3/4" 2'6-1/4" - 66" R=555# U=80# RL=79# W=B" (Rigid Surface) 11=53# Rw=34# U=59# NAILED DESC. = CJ55 SEQ = 40945 PLT. TYP -WAVE DESIGN CRr17"FBC2017RES"0014 FT/RT-20%(0%)/0(0) QTY= 4 TOTAL= 4 REV. 17.02.02A.1213.20 SCALE=1.0000 ••WARNINGI'e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TIC LL 20.Opsf REF DATE 03-27-2019 -+rf 1b�7�ff��A4 ('� .++++0iuJtm-/1oril QUr I TY TRUSS Trusses require extreme care In fabricating, handling, slipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide ae. . arty attached bracing perand bottom chord shall have right ceiling. Locatioless ns shown for permanent lateral resshall have traintaof webs shall have attached ural bredrg Installed per BCSI sections B3. Refer a drawings 16OA-Z farrsttannda d plate positions' w� and position as shown above and on the Joint Details, unless noted otherwise. ITW Building Components Group Inc. shall not be responsible for any dwlatlon from this drawing, any failure to build the truss in conformance with ANSVTPi 1, or for handling, shipping, letallatlon 8 bracing of trusses. A seal on tale dewing or cover page ileling this drawing, Indicates acceptanco of professional engineering responsibility salety Tor the design shown. The sultabliltyand use ofthis drawing for any structure Isthe responsibility oftheBWidingDesigner per ANSUTP11Sea2. For more Information see this job's general notes page and these web sites: ITWBCG:wwwJtwbcg.com;TPl:www.tpinsLorg;WrCA:www.sbdndustry.mm;ICC:wwwlcsafe.org TIC DL 15.0 Sf p BC DL 10.0psf BC LL O.Opsf TOT.LD. 4S.OpSf DRWG O/A LEN. 50600 TET i (954t 9�5=3384 1AX: (9S4}.998B9 80 - '3UQ N.R41,60i TERRACE JiomwwoIMACH/PL33064. DUR.FAC. 1.25 JOB #:19HSO44 SPACING 24.0" TYPE JACK JUU:t IYn0) r w0a Top chord 2x4 SP SS Bot chord 2x4 SP #2 N Webs 2x6 SP SS :Lt Level Return 2x4 SP #3: Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. T THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 19.30 ft mean hgt, ASCE 7-10, CLOSED bidg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. 1. R=31# Rw=40# U=52# NAILED iD 4 ill "O N 1F1f�„ 2,6^ 5 112" 2'6-1/2" IQ R=508# U=140# RL=9lA38# W=8" R=409 U=8# NAILED (Rigid Surface) DESC. = CJ53 SEQ = 40678 PLT. TYP: WAVE DESIGN CRIT=FBC7D17RES/?Mi4FTIRTe20%(0%ue(0) QTY= 4 TOTAL= 4 REV. 17.02.02A.1213.20 SCALE=1.0000 "WARNIN131" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 1`le{.Y1t.Tt)A' 9('��T A y yrrrtr •RpY'Mo LUALii 1 TRUSS Tosses require eldreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, byTPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections E13, B7 or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the Wss In conformance with ANSIRPI 1, or for handling, shipping, installation & bracing of trusses. Aseat on title drawing or cover page Ilstinp this drawing, Indicates acceptance of professional engineering roponalbillty solely for the dulgn shown. The sultebllity and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 aec4. For more information see this job's general notes page and these web sites: ITWBCG:www.ttwbcg.com;TPl:www.tpinstorg;WrCA:wwwsbdndmfty.mm;[CC:wwwlccsafe.org TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf 450 sf .psses. DRWG ' O/A LEN. 3 'C'IM: (954) 9,7S-3384 F/'I' (9S4}.971§4980 '31211 ALW' 16th'I'iHLIZF�4`E . P4MPAN0HEACHt'P&31064, DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE JACK Job:(19HSO44) /CJ35 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent five load. 12 5 p T iV fjb 81 2'6" h 2'11-3/4" — I _ T6" DESC. = CJ35 PLT. TYP. WAVE DESIGN CRIT-FBC2017RESfrP42014 FLR' w FLORMA QUALITY TRUSS TEL: (954) VS-3384 VA:X. (9.54).978-8980 ,'3120 N. 16t1 TER"CE 01DMWAN4 BEACH; FL 33064. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reaction(s) of -399# MAX. (See below) from a non -wind load case requires uplift connection. 170 mph wind, 15.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 , Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360live and LJ240 total load. Creep increase fee tor for dead load is 2.00. R=399# Rw=62# U=328# NAILED fV N 11 6-1/4" R=108B# U=202# RL=49# W=8" (Rigid Surface) R=375# Rw=85# U=373# NAILED QTY= 4 TOTAL= 4 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI Wlding Component Safety Information, by TPI and VYTCA) for safety practices prior to performing these functions. Installersshallprovide mporary bracing per BCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, r or 810. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 'far to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss onformance with ANSI/rPI 1, or for handling, shipping, Installation 3 bracing of trusses. A seal on this drawing or cover page listing this dmwlrq, Indloates acceptance of professional engineering responsibility solely for the lelgn shown. The eWhbi�ty and use of this drawing for any structure Is the tesponslbi0ty of the Building Designer per ANSMI 1 Soo.i. For more information see lids Job's general notes page and these web sites: ITWBCG: wwwAwbcg.com; TPI: www.tpinsLorg; NRCA: wwwxbdndustry.com; ICC: wwwJccsafe.org n REV. 17.02.02A.1213.20 SEQ = 40943 SCALE=1.0000 TC LL TC DL BC DL BC LL MUD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 30600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -TYPE JACK b:(19H5044) / CJ33 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 170 mph wind, 18.88 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, D(P B, wind TC Bot chord 2x4 SP #2 N DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Webs 2x6 SP SS :Lt Level Return 2x4 SP 93: Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non -concurrent live load. Shim all supports to solid bearing. T T 11/15' i 1 1 R=87# Rw=33# U=65# NAILED ,FIT B1 L 2,6" r �+ 6-1/2" i� 11_ 3'6" R=101# U=13# RL=65# NAILED R=277# U=113# W=8" (Rigid Surface) DESC. = CJ33 R=5/-6# Rw=7# U=3# NAILED PLT. TYP: WAVE DESIGN CRIT-F8C2017RESnPF2l4 FTIRT­2D%(0%M0) QTY= 4 TOTAL= 4 "IMP0RTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, ' Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide Oy�yr�� - ,a temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have . a properly attached dgld telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, � T ♦ 1� �re�1/t�Wi.VJ �rTe� or as and position as shown above and on the Joint DetaiS, unless noted otherwise. fo starplates to each face '~Cy1 1 V S� Refer to d87 rawings 16OA-Z nd d plate positions(�� ITW Buildmg Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss TII:; (954� 475-3384 In conformance with ANSUTPI 1. or for handling, shipping, Installation d bracing of trusses. PA7i:j954�.978-ti980 Aseat on this drawing or cover page lJoIng this drawing, Indicates acceptance of professional engineering responsibllIty soley or the 3I2(i N.W.-16t9. TERRACE design shown, The suitability and use ofthle drawing for any structure Is the responsibility of the Bullding Designer per ANSVTPI 7 Seo.2 , P011SP1�1V0 BEACA'PL 33864 For more Information see this Job's general notes page and these web sites: rrWBCG: wwwAwbcg.com; TPI: www.lpinsLorg; WTCA: wwwsbdndmtry.com:ICC: wwwJi fe.org REV. 17.02.02A.1213.20 SEQ = 40680 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 1 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE JACK JoD:hanau44f rcdiD Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Bottom chord checked for 10.00 psf non -concurrent live load. s>• 12 R=52# U=21# NAILED 5 f—I 1 1'6" +� R=69# U=7# RL=20# NAILED R=30# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.27 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 2.00. ' DESC. = CJ15 SEQ = 40940 PLT. TYP: WAVE DESIGN CRIT•FBC2017RESUP 2014 FT1RT120%(0%)10(0) QTY= 8 TOTAL= 8 REV. 17.02.02A.1213.20 SCALE=1.0000 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, DATE 03-27-2019 ..�' .,y Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have TC DL 15.Opsf BC DL 1 0 _oy�yyr-�A 1t.iil DRWG .Qur YTy •n uss a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. " .0n$f r 0.0psf tiLVtiLl� i a.AV w7 Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. BC LL TOT. LD. 45.Opsf '. O/A LEN. 10600 TEL: (954y'4IS=3384 FAX: (954j.975�3394 33211 N.W." istn'%saxnct Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility soley forthe deslgnshown.ThesulteblHtyanduse ofthis dmwingfor any structuraisguresponslbiiltyofthe Building Designer per ANSVTPl1Seo.2. DUR.FAC. 1.25 JOB #:19HSO44 POlYi ANOSEACCHeIL330k For more Information see this Job's general notes page and these web sites: ITWBCG:www.itwbcg.cam;TPl:www.tpinstarg;WrCkwwwsbdndusby.com;ICC:wwwJccsafe.org SPACING 24.0" TYPE JACK Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. DESC. = CJ74 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 16.29 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. f 3'3-3/4" 47-1/4" 81 FTIRT-2D%(0xy a(a) TV R=617# U=95# RL=93# W=1'4" (Rigid Surface) QTY= 2 TOTAL= 2 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, . aye �t�ea�n♦ i ,ar�li�i'7. w 1r Y�.1�t1�iJTJA RTJA 'j"1 1 MUSS Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to pedorming these functions. Installers shag provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections B3, B7 or Refer todrawings16OA-2 for stands d plate positionstes, to each face ' w� and position as shown above and on the Joint Details, unless noted otherwise. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSUTPi 1, or for handling, shipping, Installation & bracing of trusses. A aeal on this drawing or cover page Ilating this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of is drawing for any structure Is the responsibility ofthe Building Designer per ANSVTPI I Soa2. For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.cam; TPI: www.tpinstorg; WTCA: www.sbdmlustry.com; [CC: www.f=afe.org TEL. (95Q 975-3384 BAX. (950 978-5980 3I20 N.W.: 16t1i TERRACE` 1'OMYANO B13ACF3i.8! 3306 t. R=106# U=57# NAILED m N M R=34/-14# Rw=46# U=28# NAILED SEQ = 40613 REV. 17.02.02A.1213.20 SCALE=1.0000 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 70600 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE JACK b:(19HSO44) /CJ72 Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep Increase factor for dead load is 2.00. DESC.= CJ72 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph Wnd,16.29 ft mean hgt, ASCE 7-10. CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psi non -concurrent live load. f 2'11-3/4" 4'6-1/4" B1 -FLOIRMA QUALITY TRUSS T1ii r(454) 495-3384 FAX:193+i�.9ifi•8980 S120 N.W.-1611i TERRACIE . POMPANO.)WACA, PL 33064. DESIGN CRR-FBC201TRESUPF2014 R=128# U=63# NAILED bo r7 N f'7 7'6" R=571# U=88# RL=93# W=8" R=53# Rw=53# U=20# NAILED (Rigid Surface) 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabdcating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have rroperly attached dgld telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, ' or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSMI 1, or for handling, shipping, Installation & bracing of trusses. AseU on this drawing or cover peg@ gating this drawing, Indicates acceptance of profesalonal engineering roapondblgtysolely for tho algn shown. The sultoblgy and use of this drawing for any structure Is the responsibility of the Building Designer perANBUTPI 1 8eo.2 For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: www.iocsafe.org jh REV. 17.02.02A.1213.20 SEQ = 40625 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 70600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -TYPE JACK Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left Cantilever is exposed to wind Deflection meets U360 rive and U240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. R=6/-82# Rw=13# U=62# NAILED 3'3-3/4" 27-1/4" �{ r 5'6" R=635# U=116# RL=67# W=1'4" (Rigid Surface) DESC. = CJ54 PLT. TYP: WAVE DESIGN CRIT-FBC2017RES1TK2014 FTIRT"20%(0%p0(0) FLOPMA QUALITY TRUSS TEL. (954) 9?!0384 FAX: (934) 979-8980 ....3120 N.W. 16111i TERRACE . PDXWAP 0 DUACtlr PI.33VA R=86# Rw=41# U=89# NAILED QTY= 2 TOTAL= 2 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest ed1tion of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices pdorto performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3. B7 or B70, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 100A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for my deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Aseal an this drawing or cover page tilting this drawing, Indicator, acceptance of professional enginoodrig responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIMI 1 Sso.2. For more Information see this Job's general notes page and these web sites: ITWBCG: www1twbcg.cam; TPI: wwwJpinstorg; WTCA. www.sbdndustry.tom; ]CC: wwwJccsafe.org REV. 17.02.02A.1213.20 SEQ = 40623 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 50600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE JACK loD:(1 enAU44) IGJD2 Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.93 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B. wind TIC DL=5.0 psf, wind BC DL=5.0 pall. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. I 2'11-3/4" 2'6-1/4" - 5'6" R=551# U=100# RL=67# W=8" (Rigid Surface) R=41/-44# U=33# NAILED co ui iV R=52# Rw=37# U=57# NAILED. DESC. = CJ52 SEQ = 40615 PLT. TYP.-WAVE DESIGNCRIT"FBC2a17RE10%yo(o) QTY= 2 TOTAL= 2 REV. 17.02.02A.1213.20 SCALE=1.0000 e'WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 20.Opsf REF DATE 03-27-2019 �.. r 'r�rr �yiTa'�A i Le 113iJ �z T y Y Y/r y .a'hr�USS VtiLll 1 .iR Trusses require extreme care in fabricating, handfing, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byTPland WTCA) for Safety pmgicesprior toperforming these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53, B7 or 810. as applicable. Apply plates to each lace of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160XZ for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the thus In wnformance with ANSVTPI 1. or for handling, shipping, Installation & bracing of trusses. Asea] onthis drawing txcover page listingthis drawing, Indicates acceptance ofprofessional engineering responsibility solely for the design shown. The suitabl0tyand use ofthis drawing for any structure Isthe respondblttyofthe BulldingDealgnor per ANSOP118602 ITWBCG:www.iFor wbcg.cormationseetldsjob'sgeneminotes .sbdndntry.cage and m:ICCweb es: cg.wm; TPI: www.ipinstorg; WiCA: www.sbdndustry.wm; ICC: www.icesafe.org TCDL 15.Opsf BC DL 1 O.Or�Sf Y � SC LL O.Opsf TOT.LD. 45.OpSf DRWG - O/A LEN. 50600 %L'I z (954� 975:3384` FAL:(95097& 38U 3i4AX;(95 97.&-8980 TERRACE POMPANO$L'ACil PL3209k DUR.FAC. 1.25 JOB#:19HSO44 SPACING 24.0" TYPE JACK b:(19HSO44) /J55 Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets Lr360 live and L/240 total load. Creep increase factor for dead load is 2.00. 12 6.5 i. 2,6" 1 2'11-3/4" 2'5-1/4" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS With additional C&C member design. bottom chord checked for 10.00 psf non -concurrent live load. $ R=38/46# U=5f# NAILED io io N M (7 5'5" R=566# U=44# RL=96/-21# W=8" (Rigid Surface) R=59# Rw=29# U=62# NAILED DESC. = J55 PLT. TYP.-WAVE DESIGNCRIT-FBC2017RESrrP47D14FTIRT=20%(0%y0(0) QTY= 1 TOTAL= 1 eeWARNINGI•e READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping. Installing and bracing, Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide t,+rr AysltYy y temporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have i LV111iJt1 a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, �TT,a T Trr•�a1 T1oTTos TRUSS B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. VAT- 1 Refer to drawings 16OA-Z for standard plate positions. I ITW Building Components Group Inc. shall not be responsible for arty deviation from this drawing, any failure to build the truss - T Lt (9SQ 97S-3384 in conformance with ANSMI 1, or for handing, shipping, installation 8 bracing of trusses. FAX- (9SQ 09-3980 Avoid on this droving or cover papa listing this drawing, Indicates acceptance of profeWonsl snglnesdng responsiWgty soby tar ihs design The title drawing for Is the the Bullding Designer 2 3321i N V[S I6th'TERRAG E PU= X.WO laIEACH, ]t 330&t. shown. suitability and uas of vvy structure neponsiNgty of perANSVTP118eo For more Information see this Job's general notes page and these web sites: J ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: wwwsbdndustry.com; ICC: wwwjccsafe.org REV. 17.02.02A.1213.20 SEQ = 41286 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0PSf 10.OPSf 0:0PSf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 50500 DUR.FAC. 1.25 JOB #. 19HSO44 SPACING 24.0" -TYPE EJACK Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets 1-1360 live and U240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent five load. /a @ ; R=28/-56# U=53# NAILED tV f0 lD � rL 2'11-3/4" } 27 5'2-3/4" R=572# U=46# RL=93/-21# W=8" R=68# Rw=29# U=71# NAILED (Rigid Surface) DESC. = EJ53 PLT. TYP: WAVE 1,�FTW.iLM& �OP Q�TrTTVtil R SS _ r TEL: (95Q SIV0384 FAX: (556).978-85080 .:3120 N.W. I6t1i TERRACE. POMPANO BEACH, PE 3306 L. SEQ = 40721 DESIGN CW-FBC2017RESrrM2014 Fr1tT12a%(0%)r0(0) QTY= 5 TOTAL= 5 REV. 17.02.02A.1213.20 SCALE=1.0000 "WARNING[" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI wilding Component Safety Information, by TPI and WTCA) for safety practices priorto perfonning these functions. Installersshag provide mporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have properly attached rigid calling. Locations shown for pennanent,lateral restraint of webs shall have bracing installed per SCSI sections B3, r or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. aferto drawings 160A-Z for standard plate positions. TC DL 15.0PSf BC DL PS BC LL O.Opsf DRWG ITw Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling. shipping, Installation 8 bracing of trusses. TOT.LD. 45.Opsf O/A LEN. 50212 A seal an this drawing or cover page Using this drawing, I ridicates acceptance of professional engineering responsibility solely for the istgn shown. The sultablllty, and use of this drawing for any structure Is the responsibility of the Building Doalgner per ANSVVI 1 Sea2 DU R.FAC. 1.25 JOB#:19HSO44 For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.com; ICC: www.icrsafe.org SPACING 24.0" TYPE EJACK Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets 1_/360 live and L/240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. V Bottom chord checked for 10.00 psf non -concurrent live load. (y till/ 1 R=90# Rw=9# U=62# NAILED an c� m i- 2'11-3/4" } 1'9-1/4" �{ 4,9„ R=600# U=55# RL=84# W=8" (Rigid Surface) R=98# Rw=29# U=99# NAILED DESC. = J52 - SEQ = 39874 PLT. TYP: WAVE DESIGN crur=Fec20I7RESfrPI­20,4FTmT-20%(0%M0) QTY= 3 TOTAL= 3 REV. 17.02.02A.1213.20 SCALE=1.0000 "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 -FLORIDA 1: L 1�:i!LitbTfie� QU MTTSS Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and lollow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, ReferS1 dmwitgs iBOA-2� standard plate lates to h few of ass and position as shown above and on the Joint Details, unless noted otherwise. rrW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses.p Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professlonel engineering rsepenslbltity solely for the dulgn shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSUTPi 1 Seo2. For more information see this job's general notes page and these web sites: ITWBCG:wwwAwbcg.00m;TPl:www.tpinstorg;WTCA:www.sbcindushy.com;ICC:www.icesafe.org TC DL 15.0psf BC DL 1 O.O Sf P BC LL O.Opsf TOT.LD. 45.0 sf DRWG O/A LEN. 40900 '. TETEL: (954J YIS-3384' L: (934) 97&8980 ma N.%V.-1611CTEPRACE POUIVANO111EACH,VL330" DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24. 1TYPF EJACK Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L1360 live and LJ240 total load. Creep increase factor for dead load is 2.00 Is THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent five load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. R=150# Rw=13# U=115# NAILED 2 T =3X4(B2 T N -- -- - W1 - - - — - — ---- — — — -- 1 13 B1 2'6" 2'11-3/4" 17 4'2-3/4" R=673# U=70# RL=50# W=8" (Rigid Surface) R=150# Rw=33# U=151# NAILED DESC. = J42 PLT. TYP: WAVE DESIGN CRrr-F8C2017RESrrP4Y014FTIRT-2D%(e%y0(e) QTY= 6 TOTAL= 6 REV. 17.02.02A.1213.20 SEQ = 40377 SCALE=1.0000 # "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TIC LL 20.0psf REF DATE 03-27-2019 {= . .'ter OYSZ^nti A . (� is L l<3. A QUALITY TRUSS Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (auildng Component Safety Information. by TPI end WTCA) far safely practices prior to performing these functions. installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per SCSI sectors 83, B7 or r sttanda d plalates to te positions. truss and position as shown above and on the Joint Details, unless noted otherwise. Refer oldrawinas gs 60A Z Apply ITIN Building Components Group Inc. shag not be responsible for any deviation from this dmwing, any failure to build the truss In conformancewithANSUTP1l,orforhandling,shipping.Installation&bmdngoftrusses. Asset entitle drawing or cover page listing thladmwing, Indicates acceptance of professlonal engineering responsibility solely for the design shown. The suitability and use of thla drawing for am/ structuurs lathe responsibility of the Building Designer per ANSrPI 1 Sea.2. more Fortwbcg.fom; TPI: see this storgenTCA: es.page bdnd these web sites: rA RWBCG: www.ilwbcg.eom; 7PI: www.tpinstorg; WTCA: www.sbdndustry.com; [CC: www.lasafe.o TC DL BC DL BC LL TOT.LD. 15.Opsf 10.0 Sf p 0.0 psf 45.0pSf DRWG '. O/ALEN. 40212 TL'L:(954)975-3384 FAX. (954) 978-8930 3t20 ,N.W. 16f7i'IEHRi\f«E I 3TOUWAN0$EA�.PL 3�0,k DU R. FAC. 1.25 JO B #: 19HSO44 SPACING 24.0" TYPE EJACK Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00 DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. R=1609 Rw=14# U=124# NAILED 2'11-3/4" 17-1/4" -�{ 4'2" R=688# U=72# RL=74# W=8" (Rigid Surface) R=159# Rw=34# U=160# NAILED DESC. = J4 SEQ = 39831 PLT. TYP: WAVE oesioNclar-Fsc2m7aEsrrpFaiiaFrmrnmstoxvomt QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=1.0000 "WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF % "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DATE 03-27-2019 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI TC DL 15.0psf (Buildng Component safety Information, by TPI end WTCA) for safety practices prior to performing these functions. Installers shag provide DRWG 9C�Y R11btl^u'� ♦ 17i.rViWTllA temporary bracing per BCSI. Unless noted otherwise, op chord shall have property attached structural sheathing and bottom chord shall have BC DL 10.0 sf P QUALITYTRUSS RUSS' a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, r slttarnlates to each face of dard plate positions. trussand position as shown above and on the Joint Details, unless noted otherwise. Refer todrawas ings1 OA-Z Apply ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing, arty failure to build the truss In conformance with ANSVTPI 1. or for handling, shipping, installation 3bracing ofWsses. BC LL 0.0 psf TOT.LD. 45.0pSf O/ALEN. 40200 CEL:(954)975=3384 DUR.FAC. 1.25 JOB#:19HSO44 'FAX: (954).978-8980� 3SF"-(954)9T-9980 A seal on this drawing or cover page gating this drowing, Indicates acceptance of professional engineering responsibility coley for the designshown,Thesultabilltyand use ofthlsdrawing foranystructure=eNsrseponaibintyofthsBuilding DeelgnerperANSVTP11SeaZ ,E', POMPAPIO ASACRi PL 330k ITWBCGFor more information see this job's general notes page and Ness web sites: re : www.ilwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdrdustry.com; ICC: www.iccsafe.org SPACING 24.0" TYPE EJACK Top chord 2x4 SP SS Bot chord 2x4 SP #2 N Webs 2x6 SP SS :Lt Level Return 2x4 SP #3: Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load Is 2.00. T 1 T N_ 1 DESC. = EJ75 PLT. TYP: WAVE DESIGN THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 19.72 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, E)(P B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. q. 6, MWFRS loads based on trusses located at least 39.43 ft. from roof edge. R=96# U=33# NAILED 1F1/2" Z6" 4'6-1/2" 5 R=538# U=121# RL=86/-39# W=8" . R=81# U=3# NAILED (Rigid Surface) QTY= 10 TOTAL= 10 -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI a (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide .ry�r yti�ym ♦ i temporary bracing per BCSI. Unless noted otherwise, lop chard shag have property attached structural sheathing and bottom chord shall have �er/tm'aTTc� g�,A6UW My a property attached rigid calling. Locations Shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, 87 or 810, as able. Applyplates to eachfewof truss and position as shown above and on the Joint Details, unless noted otherwise. uS Refer to drawings 1 plate positions. n W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss TEL* (954) 97r3384 fn ca Z,.; anca with ANSVTPI 1, or for handling, shipping, installation & bracing of trusses. : [954j.97&B980 A sad on this drawing or cover page listing this drawing, Indicates acceptance of profseslonsl engineering responsibigly solety for the .,TAX: 16t1iTERRACE. design Mown. The suitability and use of this drawing for any sWctureIsthe responsibility oftheBuilding Designer per ANSVTPI1Sse.2. ._332(LPT. PU1tdPANU SL'ACIi FL $$U61. For more Information see this Jab's general notes page and these web sites: r ITWBCG: www.itwbeg.com; TPI: www.tpinsLorg; WTCA www.sbdndustry.com; ICC: wwwgccsafe.org REV. 17.02.02A.1213.20 SEQ = 40676 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.OpSf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 5 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE EJACK i..t I tlrrJ ) , J_ Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N: Webs 2x4 SP #3 170 mph wind, 16.31 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 It from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent rive load. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. ('h 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. R=101# U=55# NAILED 12 5 p T1 iv 1112X4(" in -- =3X4 - -=3X4(82 --- W1 T uy5 1 in -- - - - B2 - - - -Lj - W2 f 6'1-1/2" 4-1/2" L_� DESC. = J66 PLT. TYP -WAVE 'QUALITY TRUSS TEL:.(954) 975=3394 FA:X:'(4S4).917 9980 3126 N.W.-16th TERRACE'. PU1k1PA-NU BFACf1j FL 33064. 6'6" — R=533# U=70# RL=95# W=3-1/4" (Rigid Surface) DESIGN CRIT-FBC2017RESfrM014 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI uildirg Component Safety Information, by TPI and WTCA) for safety practices prior to perfouNng these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have xoperh/ attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 'or at 0. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-Z for standard plate positions. 17W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, installation 3 bracing of trusses. Acast on this drawing or cover page Ilsting this drawing, Indicates acceptance of profesalonsl engineering reeponslbillty solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPI 1 Seo.2. For more Information see Inds Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www1pinstorg; VVTCA: www.sbdndustry.com; ]CC: wwwJcesafe.crg R=25/-20# Rw=39# U=30# NAILED REV. 17.02.02A.1213.20 SEQ = 41154 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 60600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE EJACK Top chord 2x4 SP SS Sot chord 2x6 SP SS :B2 2x4 SP #1 Dense: Webs 2x4 SP #3 ('7 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 170 mph wind, 16.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. T 6-1Ir. 1 DESC. = J66A PLT. TYP: WAVE 6'1-1/2" 6'6" — R=1715# U=255# W=3-1/4" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. Special loads (Lumber Dur.Fac =1.25 / Plate Duffac =1.25) TC: From 73 pif at 0.00 to 73 pif at 6.50 BC: From 20 plf at 0.00 to 20 pif at 6.50 BC: 2237.49 lb Conc. Load at 4.56 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. (J) Hanger Support Required, by others Deflection meets L /360 live and L/240 total load. Creep increase factor for dead load Is 2.00. Provide hanger or special connection at right end of truss for 1167 lbs. DESIGN CRIT-F6C20l7RESnPI-2D14 Fr1RT"20%(0%y010) QTY= 1 TOTAL= 1 R=1167# U=125# H=H1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI d, a (Bulldog Component Safety Information, by TPl and WTCA) for safety practices prior to performing these functions. Installers shall provide ���temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have t�p7��i e properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, QUAX/'17 T t T Tra"tY TRUSS B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 1i 1 iRUS Refer to drawings 16DA-Z for standard plate positions. I7W Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss TEL: (954) 975-3384 In wnrortnance with ANSVI PI 1, or for handling, shipping, Installation 8 bracing of busses. VAX, (954) 978498& A seal on this drawing or cover page elating this drawing, Indicates acceptance of professional engineering responsibility solely for the .. 3I20 NW.-16th'IBRRI►CE , design shown. The suitability and use of this drawing for any structure to the responsibl0ty of the Building Designer perANSI/TPI 1 Sea2. PONWANO ABAC 14 0L 33864. For more Information see this Job's general notes page and these web sites: ITWBCG: www.11wbcg.wm; TPI: www.tpinst.org; WTCA: www.sbcirdtstry.cam; ICC: www.iwssfe.org REV. 17.02.02A.1213.20 SEQ = 41156 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 60600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO D:(1 UPIJU44) IJDbb Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 16.31 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions -based on MWFRS with additional C&C member design. f Bottom chord checked for 10.00 psf non -concurrent live load.' R=97# U=57# NAILED 210-1/8" 37-7/8" rL 6'6" - R=534# U=70# RL=95# W=3-1/4" (Rigid Surface) DESC. = J66B PLT. TYP -WAVE DESIGN CRIT"FBC2D17RESRPF2014 FT/RT-20%(0%y B(0) FLOR A, QUALITY TRUSS TEL: (954) 975-3384 FAX, (954 08-8980 3120 N.W. 16th TERRACE f$OMPAr4o REACH, FL 31ok QTY= 2 TOTAL= 2 **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require eYheme care in fabricating, handling, shipping, Installing and bradng. Refer to and follow the latest edition of SCSI 11(ing Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide Iporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have ropedy attached dgid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing installed per SCSI sections B3, or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, uNess noted otherwise. 'erto drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss onformance with ANSUTPI 1, or for handling, shipping, installation & bracing of tenses. A seal on this drawing or aver pope listing this drawing, Indicates acceptance of professional engineering responsibility solely for the Jgn shown. The suitability and use of title drawing for any structure Is the responalbWty of the Bullding Designer per ANSVTPI 1 Seo.2. For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbeg.mm; TPI: www.tpinstorg; WTCA: wwwsbdndustry.am; ICC: www.iccsofe.org R=31/-12# Rw=39# U=25# NAILED REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 41152 SCALE=1.0000 REF DATE 03-27-2019 DRWG CM O/A LEN. 60600 JOB #: 19HSO44 TYPE EJACK Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 170 mph wind,16.31 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind (J) Hanger Support Required, by others Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. T 6-ir 1 DESC. = J66C PLT. TYP: WAVE 1 KIS UWG. PREPAKEU BY I HE: ALPINE JUB UEbIUNLK PKUGKAM hKUM 1 KUbb MhK'b LAYUU r Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 73 plf at 0.00 to 73 plf at 6.50 BC: From 20Plf at 0.00 to 20 pif at 6.50 BC: 2135.42 lb Conc. Load at 4.56 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Provide hanger or special connection at right end of truss for 1173 lbs. 8 6'6" R=1602# U=256# W=3-1/4" R=1173# U=144# (Rigid Surface) H = H1 1 TOTAL= 1 **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide �t,�r tab- .1 A bracing perI. Unless shall propertystructural and r chord shall 3. . for shall i ,0�1ia)iJJ =�t�{fave TRUSS SCSI sections Bttom alrestraintve permanent laterrd eepr dy ettacheed calling Locatinas shown webs have bracing Installed pe B7 or 0. platesand d position as shown above d on the Joint Details, unless noted otherwise. s appngs icableZ� gmAju7 sly Refer olds standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss Building TEL: (954) 9?5-3384 In conform,noe with ANSVTPI 1, or for handling, shipping, Installation 8 bracing of trusses. FAX: (954) 978-8980 Aeeal on this drawing or cover page Iletlng this drawing, Indicates acceptance of proleeelond engineering responalblrty solely for the 312 3I20 N.W[ 16t1s TERRACE` design shown. The sultabithy and use of thls drawing for any structure to the responsibility of the BulldIng Designer per ANSIRPI 1 Sea2. ... . Arco BEAt�Fi Pl 33069 r For more Information see this job's general notes page and these web sites: ITWBCG: wwwJtwbcg.com; TPI: www.tpinsLorg: WTCA: www.sbdndustry.com; ]CC: wwwJcrsafe.org REV. 17.02.02A.1213.20 SEQ = 41150 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG CM O/A LEN. 60600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. CJ } 32-1/4" } 4'6-13/16" DESC. = BJ7 PLT. TYP: WAVE FLOAMA QUALITY TRUSS TV-L:(954)975-3394 *VAX. (984) 978-0980• ._'3:[2d N.W. 16& PBRRAC`.E POMWANO BEACHi PL33064, THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 74 plf at 0.00 to 74 pit at 7.76 BC: From 20 plf at 0.00 to 20 ptf at 7.76 TC: -6.24 lb Conc. Load at 5.17 SC: -98.59 lb Conc. Load at 5.17 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. R=121# U=108# NAILED io io rn � v 7'9-1/16" R=556# U=320# W=8-11/16" R=48/-41# U=56# NAILED (Rigid Surface) FTatT"20%(0zy clot QTY= 1 TOTAL= 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating. handling, shipping. Installing and bradrg. Refer to and follow the latest edition of SCSI uildhg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide mporary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, r or 81 g, as applicable. Apply plates to each face of buss and position as shown above and on the Joint Details, unless noted otherwise. afar to drawings 16OA-2 for standard plate positions. nW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any (allure to build the truss conformance with ANSIRPI 1, or for handling, shipping, installation 8 bracing of trusses. Aseal on tide drawing or cover page Ilatlng this drawing, Indicates acceptance of professional engineering responsibility solely for the islgn shown. The sultabigly, and use of this drawing for any structure b the responsibility of the Building Designer per ANSVTPI 1 Sea.2. For more Information see this job's general notes page and these web sites: ITWBCG: www.ltwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdridmtry.com; ICC: wwwJx fe.og REV. 17.02.02A.1213.20 SEQ = 40715 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 70901 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE EJACK Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. E B1 f 37-1/4" - 3'8-3/4" r 6'11" R=575# U=210# W=8-11/16" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC: From 74 plf at 0.00 to 74 plf at 6.91 BC: From 20 plf at 0.00 to 20 ptf at 6.91 TC: -3.12 lb Conc. Load at 5.17 BC: -49.30 lb Conc. Load at 5.17 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. R=90/-7# U=71# NAILED fV 'R OJ i7 R=21/48# U=25# NAILED )4� DESC. = BJ6 SEQ = 40077 PLT. TYP: WAVE DESIGN CRIT-FSC2D17RESfrPF2014 FTIRT-2D%(0%)IO(0) QTY=1 TOTAL=1 REV. 17.02.02A.1213.20 SCALE=0.7500 "WARNINGI" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 1 .L L FoRWA ('1TTw T lrnrar .rrnir TS yCv24J.r111 �J r7�7t Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A•Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIRPI 1, or for handling, shipping, Installation & bracing of trusses. A seal on this drawing or cover paps Iletlng this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The sultablUtyand use ofthlsdrawing for any structure tothe responsibility oftheBulidlrgDesigner per ANSVTPI18sa2. For more information see this Jab'sgeneral notes page and these web sites: g ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndusby.com; [CC: wwwJccsafe.o TC DL 15.0 psf BC DL 1 0.0 Sf p BC LL O.Opsf TOT.LD. 45.Opsf DRWG O/A LEN. 61100 'iLrI.:' (954j 9,75-3384 FAX; (954) W$ 3380 3']AN.W.09TB980 BIDNIVANOREACH PL33064 i DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE EJACK Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Bottom chord checked for 10.00 psf non -concurrent live load. R=87# U=36# NAILED 2'6-3/8" R=118#.U=10# RL=41# NAILED R=50# U=1# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgl, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psi. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. ^ Deflection meets L/360 rive and U240 total load. Creep increase factor for dead load is 2.00. r '/I"Xt1i DESC. = J2 SEQ = 39837 PLT. TYP: WAVE DESIGN GRIT•FBC2017RESRPM4FTIRT•20%(0%)Ioq QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=1.0000 e'WARNIN01" READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathingand bottom chord shall have a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing instlled per SCSI sections B3, plate positionlates to each few s truss �d position as shown above and on the Joint Details, unless notes otherwise. Refer oEI7orBfdrawings 160A-Z Apply ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSMI 1, or for handling, shipping, Installation 8 bracing of busses. A east on this drawing or cover page hating this drawing, Indicates acceptance of professional engineering responelblilty solely for the dealgnshown. The aulhG�tyandussofthisdrawing foruryatructunbthsrespondGlityofthe Building DesignorperANSVTP11Seo.2. Formoretwbcg.fom; TPI: ww.tea is job's lnsLorge TCA:ral notes page and these web sites: g ITWBCG: www.itwbcg.com; TPI: www.tpinsLorg; WTCA: www.sbdndustry.cem; [CC: www.icrsale.or TC LL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf REF DATE 03-27-2019 °1�K ��11'ntr�ym�♦ (� j's+sJ1�3!>4 Kv�YTY j3a,USS DRWG O/A LEN. 20606 TLL:'.(954) 975-3384 'FA:7t: (984) 9,7"980 3320N.R 16thIE[tltACE'. EDMPVUVO BEACH- PL 33B64. r DUR.FAC. 1.25 JOB #:19HSO44 SPACING 24.Oa TYPE EJACK D;(1}1MSU44) r WO Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. f THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. R=43/41# U=50# NAILED r 2'11-3/4" 2'6-1/4" �{ f 5'6" R=565# U=43# RL=98/-22# W=8" (Rigid Surface) DESC. = CJ5 PLT. TYP: WAVE DESIGN FLO=A QUALITY TRUSS '�: (954)'975.3387 FAX- (9S .978.8980 312.0 N.W. 16IINTERRAcm 1 OMPArW IWACHi Pi. 33U64. R=56# Rw=29# U=59# NAILED QTY= 9 TOTAL= 9 • IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per SCSI sections 83, B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVMI 1, or for handling, shipping, installation 8 bracing of trusses. A seal an this drawing at cover page Hating this drawing, Indicates acceptance of professional engineering reoponalbility solely for the design shown. The sulteblilty and use of this drawing for any structure Is the responsibility of the Bulh9ng Designer per ANSV(PI I Sena For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpmsLorg; WTCA: www.sbdndustry.mm; ICC: wwwj=afe.org REV. 17.02.02A.1213.20 SEQ = 39819 SCALE=0.7500 TC LL TC DL BC DL BC ILL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 60600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -TYPE JACK roue(-lvnaww) I wou Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x6 SP SS Bottom chord checked for 10.00 psf non -concurrent live load. R=111# U=19# RL=53# NAILED 'v 3' R=141# U=41# W=8" R=60# NAILED (Rigid Surface) I HIS UWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. �1 DESC. = CJ5D SEQ = 39851 PLT. TYP: WAVE DESIGN CRIT-FBC2017RESrrPM14FTIRT•2D%(D%Y0(0) QTY= 5 TOTAL= 5 REV. 17.02.02A.1213.20 SCALE=1.0000 "WARNINGI'• READ AND FOLLOW ALL NOTES ON THIS DRAWING[ "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 FLORMA gUa=-wi j' �RV OS Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide aDropp`rtydyenac drigiacai0ngnlLooca8ionss ownforP anti shall attirhaverestraintprao websshallh eebraargienstalledperrBCSIssaaonsB3, Refer toB7 or drawinas gs 180A-Z� stand d plate positionslates to each few . �d position as shown above and on the Joint Details, uNess noted otherwise. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSMPI 1, or for handling, shipping, Installation & bracing of tosses. A sesl'on this drawing or cover page listing thle drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use ofthis dravilng for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ITWBclnd CG:www.itwbcg.com;TPl:www.tpinstorg;WTCA:wwwzbustry.com;ICC:www.iccsafe.org TC DL 15.0PSf BC DL 10.0PSf BC LL 0.0PSf TOT.LD. 45.0PSf DRWG ' O/A LEN. 3 TEL: (95Q 916-X38 FAX. (934) 97li-t3980 3120.N.W.16tti TERRACE . PiDtWPAPIU.H1iACli;FL3306! DUR.FAC. 1.25 JOB#:19HSO44 n SPACING 24.0 TYPE JACK Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Bottom chord checked for 10.00 psf non -concurrent five load. Shim,all supports to solid bearing. 170 mph wind,15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18r Wind loads and reactions based on MWFRS with additional C&C member design. `a Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. a R-79# Rw=30# U=43# NAILED 'v fV 2'11-3/4" 6-1/4" --1 3'6" R=118# RL=62# NAILED R=311# U=105# W=8" (Rigid Surface) R= 44# Rw=5# U=34# NAILED DESC. = CJ3 PLT. TYP: WAVE FLORMA QUALITY TRUSS TIEL: (954) 975-3384 I'AX; (954) 978-M* 3120 N .'%V 1611i TERRACE POMPANO WSACHi PL 33G". DESIGN CRIT-F8C2017RESrrP42014 QTY= 38 TOTAL= 38 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI uilding Component Safety Information, by TPI and WiCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have Iroperly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 'or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-2 for standard plate positions. ITIN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSMI 1, or for handling, shipping, installation & bracing of trusses. A seal on this drawing or cover page gating this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSIRPI 1 Sac.2. For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdrdustry.com; ICC: www.iccsafe.org REV. 17.02.02A.1213.20 SEQ = 39823 SCALE=1.0000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 30600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE JACK —.t , anoww/ r w i Top chord 2x4 SP #2 N Bot chord 2x4 SP 92 N Bottom chord checked for 10.00 psf non -concurrent live load. R=53# U=23# NAILED 1— 1'6" R=71# U=3# RL=26# NAILED R=30# U=1# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. DESC. = CJ1 SEQ = 39825 PLT. TYP: WAVE DESIGN CRIT-FBC2017REsrrP42o74FT/RT•2D%(0%y0(0) QTY= 38 TOTAL= 38 REV. 17.02.02A.1213.20 SCALE=1.0000 e`WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 Trusses require extreme are In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have property attached dgld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI actions B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Butldrig Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVrPI 1, or for handling, shipping, installation & bracing of trusses. Asesl on this drawing or cover page listing this dmrdng, Indicates acceptance of professional engineering responddOly solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer perANSVTPI 1 See.2. For more Information see this storgeneral VTCA: tea page and these web ICtes: g ITWBCG: www.ilwbeg.com; TPI: www.tpinstong; WTCA: www.sbdndustry.com; ICC: www.ieesale.o TC DL 15.Opsf BC DL 1 O.O $f p BC LL O.Opsf TOT.LD. 45.Op$f O1n111-t'tiMA -FLa .QU 6 r: W 'nt�trTsS i.i�V DRWG O/A LEN. 10600 TL7I i,(954j 475-3384 FAXc (954j 975-3384 312U1H (9 0 9 8-3980 . POMPANO)MACK, M 330". DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE JACK Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. E f 2'11-3/4" i 4'6-1/4" T 6" — R=586# U=25# RL=134/-30# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CRC member design. Bottom chord checked for 10.00 psf rion-concurrent live load. J MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R=131# U=809 NAILED `v CO of v R=51# U=22# NAILED DESC. = EJ7 SEQ = 40282 PLT. TYP: WAVE DESIGN CRIT"FBC2017RESnP42014F 1RT•20%(0%y0(0) QTY= 9 TOTAL= 9 REV. 17.02.02A.1213.20 . SCALE=0.7500 @@WARNINGI@@ READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DATE 03-27-2019 . Trusses require extreme care in fabdcating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide per SCSI. nless sheathingand bottom I shall have forr,peeinanent shall hue webs shellhaveural stalled TC DL 15.Opsf BC DL 10.0psf d q�r�r Z LORMA' DRWG �r.+r w T Tnr•tT rr'oTT�+� eaproper�ly attached rigid ceiling.Locationns shown restraints f0 bracing per BCSsections B3hord B7 or at 0. as applicable. Apply plates to each lace of truss and position as shown above and on the Joint Details, unless noted otherwise. O.O Lt11.i i 1 i1 V a Refer to drawings 16OA-Z for standard plate positions. IT1N Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSIrrPi 1, or for handling, shipping, installation 8 bracing of trusses. B'C LL p $f TOT.LD. 45.Opsf .. O/A LEN. 70600 TELf (954) 975=3384 DUR.FAC. 1.25 JOB#:19HSO44 VAX. (954)978.9980- A seat on this droving or cover page listing this droving, Indicates acceptance of professional engineering reeponalbltity solely forth@ designshown. The sWhdgtyand use ofthis drawing for any structure Isthe responsibl0tyoftheBulhflngDesigner per ANSMI18902. 317AN.W-'1i51i'TEMtACE, PONWAVO B'ACH) pL 3Jl}64. For more information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org: VVTCA www.sbdndmt y.com; ICC: www.iccsafe.org SPACING 24.0" iypE EJACK J0D:(1`JI1JU44) 1 tJ1A Top chard 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Level Return 2x4 SP #3: Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. T SAM, 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. f\) MWFRS loads based on trusses located at least 15.00 ft. from roof edge. ` ��- 2'6" --. 8" y}� 1, 3 112" 3'0-1/2" 5, R=511# U=71# RL=89/-70# W=5" (Rigid Surface) R=138# U=29# NAILED S ch `} 'v I R=57# NAILED DESC. = EJ7A SEQ = 40322 PLT. TYP: WAVE DESIGN CRIT"FBC2017RESRP43114FT/RT120%(e%)le(e) QTY= 9 TOTAL= 9 REV. 17.02.02A.1213.20 SCALE=0.7500 "WARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.OpSf REF DATE 03-27-2019 _ Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shag provide a properly bracing perchord shall have propertyttached structuraland bottom I sedansord shall aSling nless otherwise. rmanent webs ubracing TC DL 15.0PSf BC DL 10.0PSf 1�+r 1�m is >t+Qa�.a.a.�A DRWG �r7.w Y Y.r. ter i USS rigid Locationnss shown for lateral resaints fo shall Installed per SCSB3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. O.O r�$f V.r'ii+Jl i 1 ,i1�. Refer to drawings 160A-Z for standard plate positions. Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSMI 1, or for handling, shipping, Installation & bracing of trusses. BC LL P TOT.LD. 45.Op$f O/A LEN. 5 TELL (9S4)'973=3384 FAX. (954) 97S-8980 Asset on thia drawing cr cover page going this drawing, Indicates aceeptenee or professlonel engineering responsibility solely ter the deslgnshown. The suitadgtyand use ofthis drawingfor any structure Isthe responsibiliyoftheBuilding Deal gnerper ANSVTP11Sea.2. DUR.FAC. 1.25 JOB#:19HSO44 3320Ti[110 °I VL3JO.RRACE POMPANOREACH,'FL'33864. For more Information see this Job's general notes page and these web sites: ITWBCG:www.Hwbeg.com;TPl:www.tpint.org:WTCA:www.sbcindustry.com;ICC:www.iccsafe.org SPACING 24.0" TYPE EJACK. m(lur1J1199) !tJ/tl Top chord 2x4 SP SS Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Level Return 2x4 SP #3: Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. T 4314" io T r+11r 1 DESC. = EJ7B PLT. TYP: WAVE DESIGN r 4'4-15/16" 170 mph wind, 15.00ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. n` MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 1 R=107# Rw-46# U=156# NAILED 2'6"- -t- 8" 1 1' 2'10-11116" /8-{ 5' R=481# U=87# RL=89/-70# W=5" R=366# Rw-436# U=76# W=11-5/16" % (Rigid Surface) (Rigid Surface) R=78# Rw=39# U=109# NAILED QTY= 2 TOTAL= 2 **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, instal ing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide 9[.If �t�sgry� A temporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chard shall have. .L ie RIMA a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, f'�7Ta r T,ry •erp7r TSS B7 cr B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. .,�wV / / i.[iv Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss TEIie (954) 975-"84 In co armence with ANSVTPI 1, or for handling, shipping, installation 6 bracing of trusses. FAX: (954) 07 8980. A seal on this drawing or cover page Ileflnp this drawing, Indicates acceptance of professional englneedng responsibility coley for the _.3t20 N.W. t6ih'TE1tItACOr dsslgn shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Sea2. _3126 4HEI1iTER l 3E- Farmers Information am thisjob'sgeneral notes pageandtheseweb sites: r ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbdndmtry.com; ICC: www.iccsafe.org REV. 17.02.02A.1213.20 SEQ = 40324 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 5 DUR.FAC. 1.25 JOB M 19HS044 SPACING 24.0" -HYPE EJACK Top chord 2x4 SP SS Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Lt Level Return 2x4 SP #3: Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. I - 2'4-15/1 s^ Bz THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. R=87# U=19# NAILED `v A v i= 2W - I - 8" -+— 1'7-3/16" 41/2 2'5-3/8" - DESC. = EVC PLT. TYP: WAVE �k TT F'Y..t�RMA �VAXAl 1 TRUSS TM. (954) 973-3394 FAX: (95V 978-8980 3120-N.NY.-161i TERRACE` 1; OUWAM REACH",.P1: 33ff64. 5' R=445# U=107# RL=89/-70# W=5" R=21# NAILED (Rigid Surface) R=174# Rw=195# U=31# W=11-5/16" (Rigid Surface) DESIGN CRR+FBC2077RESRPM4 Fr1RT•20%(0%y0(0) QTY=2 TOTAL=2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme pre in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI Wlding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide mpomry bracing per BCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have property attached dgid piling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, r or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. sfer to drawings 160A-Z for standard plate positions. ' ITW Building Components Group Inc. shah not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSLTPI 1, or for handling, shipping, instaha6on 6 bracing of trusses. Aseul on this drawing or cover page listing this drawing, Indleates acceptance of professional engineering responsibility solely for the rslgn shown. The sultablhty, and use of this drawing for any structure la the rasponsibltity, of the Building Designer perANSI/rpl 1600.2. For more information see the job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPI: www.tpinsLorg; WTCA: www.sbcindLrstry.com; ]CC: wwwJccsafe.org REV. 17.02.02A.1213.20 SEQ = 40326 SCALE=0.5000 TC LL TC DL BC DL BC LL . TOT.LD. 20.Opsf 15.0psf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 5 DUR.FAC. 1.25 JOB M 19HSO44 SPACING 24.0" TYPE EJACK mklynaU ) r ajim IrI1a UVVU. rKtrAKtU UT IMr ALI INr JUa U=b1UNCK YKUpKAM rMUM I KUaa Mrf(a UiTUU I Top chord 2x4 SP #1 Dense All plates are 2X4 except as noted. Bot chord 2x4 SP #1 Dense :B2 2x4 SP #2 N: Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, D(P B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/_)=0.18 Left cantilever is exposed to wind( Bottom chord checked for 10.00 psf non -concurrent live load. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets Lf360 live and U240 total load. Creep increase factor for dead load is 2.00. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R=142# U=77# NAILED 12 6.5 T1 io =3X4(B2) �. eT i 82 _ W2 W1X4 u &3-1/2° 1'2-1/2^ --{ T6^ R=567# U=24# RL=134/-30# W=B^ R=55# U=26# NAILED (Rigid Surface) DESC. = EJ7E PLT.TYP: WAVE DESIGN CRrT•FBC2017RESRP42D14 QTY= 8 TOTAL= 8 ••IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI ,?. (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide w yr,�rp ��y yry+� A temporary bracing per SCSI. Unless noted otherwise, op chord shall have properly attached structural sheathing and bottom chord shall have /'� wLtLY�Stvi..6r+r•�!ps�rTc M SS a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, B7 or and position as shown above and on the Joint Details, unless noted otherwise. elands allAI j Refer of drawings 1 0A-Z for d plate positions(wss ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTF11, or for handling,shipping, installation d bracing of trusses. TLi'(4543975-3384 - PAX, (954) 018880 Asesi on thle drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the 3[20 ]�I W. i6Lii`CSlt}LACE' design shown. The sultaWOy and use of this drawing for any structure is the responsibility of the BWiding Designer per ANSVTPI 1 Seo,2 . 2342Y NL7 B6IJiTE`T?1;93864, r For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbeg.com: TPI: www.tpinst.org; WTCA: www.sbciridusty.com; ICC: wwwlccsafe.org REV. 17.02.02A.1213.20 SEQ = 40738 SCALE=0.5000 TC LL TC DL BC DL BC LL TOUD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 70600 DURYAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -HYPE EJACK JaD:(lerl,7t144) rtJfu Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x6 SP SS Bottom chord checked for 10.00 psf non -concurrent five load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 14 R=235# U=70# W=8" (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0,18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 rive and L/240 total load. Creep increase factor for dead load is 2.00. R=185# U=31# RL=89# NAILED `v R=100# NAILED DESC. = EJ7D SEQ = 39853 PLT. TYP: WAVE DESIGN CRf-F8C20l7RESr M014 FT1RT=20%(0%Y0(D) QTY= 4 TOTAL= 4 REV. 17.02.02A.1213.20 SCALE=0.7500 ••WARNINGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWINGI TC LL 20.Opsf REF "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DATE 03-27-2019 Trusses require extreme care In fabricating,handling, shipping, Installing bracing. safety TC DL 15.Opsf (Building Component Safety Information, by TPlnd WrCA) for practices prioo performing these functions. Installers shag provide DRWG 'L�tt Ayyg7YA temporary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have BC DL _ 1 O.Or�Sf �J: Y1r�VS.��a�iJV1ra7�� p a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or BID. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. M O.O n$f 9=T�y� 41 it�JSS v i ,i iC a7 Refer to drawings 160A-2 for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation d bracing of trusses.P BC LL p TOT. LD. 45.0 psf O/A LEN. 5 TL'fl;i (954) 99.5-3384 DUR.FAC. 1.25 JOB#:19HSO44 FAX: (954J.978H3980 Aseal on this drawing or cover page Ilating this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The suitabiYlyand use ofthla drawing forai1ys11uctumlathe responsiblgyoftheBuilding DeeignerperANSVTPl1Sea2. 3'FAX120-N.(954).978480 00 WAVY "A.CHiPL33064, r Formore twbcg.lom;TPI: ww.tea s jWs instorgeVTCk.ral notes page and these om:1C sites: ITWBCG: www.itwbcg.com; TPI; wvnw.tpfnsLog; WiCA: www.sbcindustry.cam; ICC: www.icasafa.org SPACING 24.0° TYPE EJACK Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: :Rt Bearing Leg 2x4 SP #3: 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. 4'8-1/2" 3111. R=1094# U=110# W=8" R=1404# U=129# (Rigid Surface) H = H1 DESC. = J7D PLT TYP: WAVE FLORMA QUA ATY TRUSS 4BLf (954) 975=3384 FAX: (950 9*3980 3i2ad3.W. it 1&fIBRRAE.E 00AWAN0 UEACU,VL33W DESIGN CRr `-FBC20l7RESfrMO14 FTIRT"20%(016y qol THIS UW S. NKI,:VAKCU SY 1 Ht- ALNINt JUb UtJIUNtK I'KUUKAM I-KUM I KUbb Wt Special loads —(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC: From 74 plf at 0.00 to 74 plf at 5.00 BC: From 10 pif at 0.00 to 10 pif at 4.71 BC: From 20 pif at 4.71 to 20 pif at 5.00 BC:1037.13 lb Conc. Load at 1.77, 3.77 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 1404 lbs. 1 TOTAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have xopery attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83, 'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Jdrm Details, unless noted otherwise. der to drawings 160XZ for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss conformance trusses. ANSVTPI 1, or for handling, shipping, installation 6 bracing of sses. Asesl on this drawing or cover page 11adng this dmelrlg, Indicates acceptance of professional engineering responsibility solely for the sign shown. The suitability and use of thle drawing for any structure Is the responsibilty of the Bullring Designer per ANSVTPI 1 SeoZ For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: www.icosafe.org �p REV. 17.02.02A.1213.20 SEQ = 41394 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0PSf 10.OPSf O.OPSf 45.OPSf REF DATE 03-27-2019 DRWG O/A LEN. 5 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO Jumt-I unau ) /CJD Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. E 81 �-- 2'11-3/4" 3'6-1/4" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgL ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. V R=90/-1# U=65# NAILED 6'6" R=565# U=33# RL=116/-26# W=8" R=21/-22# Rw=34# U=28# NAILED (Rigid Surface) DESC. = EJ6 PLT. TYP: WAVE DESIGN CEUT•FBC21117RESrrP4a)14 FT1RT•21%t0%)r0(0) FLORMA QUAUT'Y TRUSS TEL:(9SQ 975-3394 FAX. (954).9 19 0980 3I20 NW. ;i6tli TERRACE POMPANO REACHi FL 33064. QTY= 9 TOTAL= 9 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabdwting, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have xoperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections E13, 'or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Ifer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conforrhance with ANSUTPI 1, or for handling, shipping, installation & bracing of trusses. Aseal on We drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility coley for the sign shown. The suitability and use of this drawing for any structure Is the rmsponsibitity of the Building Designer perANSIRPI t Sao.2. For more Information see this job's general notes page and these web sites: 11 WBCG: www.itwbcg.com: TPI: www.tpinslorg; WrCA: www.sbdndustry.com; ICC: wwwJc safe.org REV. 17.02.02A.1213.20 SEQ = 39827 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 60600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -HYPE EJACK J0D:(9 UNbU44) IJO Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x6 SP SS Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 6 R=173# U=51# W=8" (Rigid Surface) R=136# U=23# RL=65# NAILED io m o, d r i7 iO I R=73# NAILED I r11J Uvvu. rrcerr KrU rsT I ne ALrm+r= JUo Ur0I1jIVM [ rM tv mAm rncum a muoo mr-m o L iuu i 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, D(P B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CB,C member design. Deflection meets U360 live and U240 total load. Creep increase factor for dead load is 2.00. (� DESC. = J6 SEQ = 39829 PLT. TYP: WAVE DESIGN CRR•FBC2017RESRP4POMFORT=20%(D%va0) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.7500 aaWARNINGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWING "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE \ 03-27-2019 YLORMA iL -Q-rrA T T�V .rro�rT <,ttsL1 i' i.L1�.V SS Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a properly attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 83. B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, installation 3 bracing of trusses. Aged on this drawing or cover page listing this drawing, Indicates acceptance of professional engine sting responsibility solely for the dedgnshown,ThesutabilityanduseofthisdrawingforanysWctureIstheresponsibilityoftheBulldogDedgnerperANBVTPl1Baez For more information see this job's general notes page and these web sites: ITWBCG:www.itwbcg.com;TPl:www.tpinsLorg;WTCA:www.sbdndustry.mm;ICC:wwwJc fe.org TIC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf 450 Sf TOT.LD. .p DRWG i' O/A LEN. 30800 TEL: (950 975=3384 FAX;(954).97"980 3I26 N.W. 16&TBRR.ACE POWANORRACHiVL330" DUR.FAC. 1.25 JOB #:19HSO44 SPACING 24.0" TYPE EJACK MlTyFlbU99) r,lba Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L/360 live and 1-/240 total load. Creep increase factor for dead load is 2.00. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. ►..%� R=55/-30# U=54# NAILED eo co m to v Cl) C DESC. = J59 PLT. TYP: WAVE i. 2'11-3/4" 2'9-1/4" �I 5'9" R=562# U=40# RL=102/-23# W=8" R=46# Rw=30# U=50# NAILED (Rigid Surface) i FTIRT-M%(0%y 0(0) QTY= 1 TOTAL= 1 "4MPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have FLORMAa property attached rigid calling. Locations shown for permanent lateral restraint ofwebs shall have bracing Installed per BCSI sections B3, .Qu.4.mTy TRUSS B7 or B70. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 11W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of lasses. TEL:£.(954) 919-8980 Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility soley for the 'FAX.- ('754j 97&8980 design shown. The sultablilty, and we of this drawing for arty structure Is the responsibility ofthe BWiding Designer perANSVTPI 1 S9c2. 3120 N.W.- 161 i'TERRACE . For more Information see this job's general notes page and these web sites: POMPAP.TO BBAC11i VL 33W ITWBCG: www.ihvbcg.wm; TPI: www.tpinsLorg; WTCA: wwwsbdndustry.com; ICC: wwwlc fe.org i REV. 17.02.02A.1213.20 SEQ = 40385 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 50900 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE EJACK �om(lanSu44)/JD`JA Top chord 2x4 SP 92 N Bot chord 2x6 SP SS Webs 2x4 SP #3 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. DESC. = J59A PLT. TYP: WAVE DESIGN CRIT"FlIC2017RESRI FLORMA QiTALYTY TRUSS TEL: (95Q WS-3384 FAX:.(954).978-8980 3I20 N.Vik l6tiiTERRACE . POMYYz* BEACHi VL 3301k 5'9" R=1935# U=201# W=8" (Rigid Surface) I HIS UWCi. NKtNAKtU UY I tit ALNINt JUti UtSIGNtK NKUGKAM t-KUM 1 KU55 MFK'S LAYUU I Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 74 plf at 0.00 to 74 plf at 5.75 t►'{�' BC: From 20 plf at 0.00 to 20 plf at 5.75 1�7 BC: 2110.77 lb Conc. Load at 3.81 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Provide hanger or special connection at right end of truss for 772 lbs. 3 R=772# U=43# H=H1 QTY=1 TOTAL=1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 11 W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss In conformantrusses. with ANSVTPI 1, or for handling, shipping, Installation 6 bracing of sses. AseU on this drawing or cover page listing this drawing, Indicates acceptance of protesslonei arlglneedng responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 SeoZ For more information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.ipinst.org; WTCA: www.sbcindustry.com; ]CC: www1c safe.org REV. 17.02.02A.1213.20 SEQ = 40391 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0PSf 10.0psf O.OPSf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 50900 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 170 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. I KIZS UVVU. NKtI'AKtU tdY 1I IL ALYINI- JUt% Ut: IUNtK YKUUKAM Special loads Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC: From 74 plf at 0.00 to 74 plf at 5.42 BC: From 20 plf at 0.00 to 20 plf at 5.42 BC: 2131.28 lb Cone. Load at 3.48 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Provide hanger or special connection at right end of truss for 570 Ills. — 5.5. _1 R=2133# U=2699 W=8" R=570/-19# U=44# (Rigid Surface) H = H1 DESC. = J55A PLT. TYP: WAVE DESIGN CRfr•FlIC2017RESnM2014 FTIRT•20%(0%v 0(0) FLO=A is QUALITY TRUSS TEL: (954) 975-3384 FAX: (954).97&8980 3120 N.VY. 1&h''TERRACE POMPANO XWACE4 PL 3306( QTY= 1 TOTAL= 1 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme pre in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI ildirg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide iporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural shear" and bottom chord shall have roperly attached rigid miring. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, or B10. as appUmble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 'or to drawings 16OA-Z for standard plate positions. ITW Build rig Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss onfonnance with ANSIrrPi 1, or for hand Ong, shipping, installation 8 bracing of trusses. Avesl on this drawing or aver page tilting this dmwing, Indlcates acceptance of professional engineering responsibility solely for the ilgn shown. The suitability and use of this drawing for any structure to the responsibility of the Building Designer perANSIRPI 1 SacZ For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.mm; TPI: www.tpinstorg; WTCA: wwwsbdndustry.com; ICC: wwwJcrsafe.org TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.01, SEQ = 41346 SCALE=0.7500 REF DATE 03-27-2019 DRWG O/A LEN. 50500 JOB #: 19HSO44 -TYPE MONO 0;k IwnoV ) r I nC AL1'lNr JUt3 UCOIUINCK t'KUbKAM rMUM n KUJA MrR J LATUU I Top chord 2x4 SP #2 N 2 Complete Trusses Required Bot chord 2x6 SP SS Webs 20 SP #3 :W1 2x6 SP SS: Special loads - Nail Schedule:0.128"x3", min. nails G�� -(Lumber 4 pffat 0.00 /Plate if at 1.7 =1.25) TC: From 74 pif at 0.00 to 74 plf at 1.73 Top Chord:1 Row @12.00" o.c. Bot Chord: 2 Rows @ 4.00" D.C.(Each Row) Webs 1 Row 4" ` ) " TC: From 37 pl( at 1.73 to 37 plf at 7.10 : @ o.c. TC: From 74 plf at 7.10 to 74 plf at 8.83 Use equal spacing between rows and stagger nails in each row to avoid splitting. BC: From 10 pif at 0.00 to 10 plf at 8.83 TC: 6.81 lb Conc. Load at 3.06, Load at 1.73, TC: -49.28 lb Con3.77, 5.77 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere ywhere in roof, RISK CAT II, EXP B, wind TC BC:-161.34 lb Conc. Load at 1.73, 7.10 DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC: 2366.57lb Conc. Load at 2.31 BC: -84.37 lb Conc. Load at 3.06, 3.77, 5.77 Wind loads and reactions based on MWFRS. BC: 2346.54 lb Conc. Load at 4.31, 6.31 Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. i- 1'8-3/4" i 64-1/2" 1'8-3W -� R=3525# U=603# W=8" (Rigid Surface) DESC. = K2 PLT. TYP: WAVE �r��Rni\IIY FLORMA QUALITY TRUSS TEL: (954) 975=3384' :rAX. (954) KS-8930 '3I20 TT.W-' 16tfiTERRACE POMPANO HEACHt FL 33W DESIGN CRIT•FOC2017REWK2014 Fr1RT"2D%(0'%Jr0(0) QTY=1 PLIES= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI uilding Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have uoperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 'or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Ifer to drawings 16DA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSUTPI 1, or for handling, shipping, installation a bracing of trusses. Aseal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown. The sultstillity and we of this drawing for arry structure Is the responsibility of the Building Designer per ANSIMI t Sso2 For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WiCA: www.sbdndustry.com; ICC: www.1crsafe.org X8 R=3369# U=540# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 41284 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.0psf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 81000 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE COMN D:(Tynbtwai r rw THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N 2 Complete Trusses Required Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: Special loads Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Ab p p (Lumber DucFac=1.25 / Plate Dur.Fac =1.25) Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) r lS' TC: From 74 plf at 0.00 to 74 pif at 1.73 TC: From 37 pff at 1.73 to 37 pi( at 7.10 Webs : 1 Row @ 4" o.c. TC: From 74 plf at 7.10 to 74 plf at 8.83 Use equal spacing between rows and stagger nails BC: From 10 plf at 0.00 to 10 plf at 8.83 in each row to avoid. splitting. TC: 6.81 lb Con Load at 1.73, .10 TC: -49.28 lb Conc. Load at 3.06, 5.0 5.77 170 mph wind, 15.00It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC , . 7.1 BC:-161.34 lb Conc. Load at 1.73, 7.10 DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 BC: 2339.98lb Conc. Load at 2.65, 4.65 BC: -84.37 lb Conc. Load at 3.06, 5.06. 5.77 Wind loads and reactions based on MVJFRS. BC: 2358.73 lb Conc. Load at 6.65 Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. 11'8-3/4" } 5'4-1/2" 1'8-3/4" -� 0 N d R=3259# U=573# W=8" (Rigid Surface) DESC. = K3 PLT.TYP-WAVE a, �Z.O%t3DA QUALITY TRUSS TEL: (954) 975-3384 FAX. f954) 978-8980 3120-N.W 1& i`TER]II . PUMTANO "ACK, VL 330b1, DESIGN QTY= 1 PLIES= 2 TOTAL= 2 "IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling. shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Buildlrg Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Instagers shag provide temporary bracing per BCSI. UNass noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached dgid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for arty deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses. A seal on this drawing or aver page Ilsting this dmwing. Indicates acceptance of professional engineering responsibility solely for the design shown. The suttablitty and use of this drawing for any structure Is the responsiblgty of the Building Designer per ANSVTPI 1 Sec.2. For more Information see this job's general notes page and these web sites: rf WBCG: www.itwbcg.com: TPI: www.tpimt.org: WTCA: www.sbdndustry.am; [CC: wwwlccsafe.org R=3614# U=645# W=8" (Rigid Surface) REV. 17.02.02A.1213.20 SEQ = 40562 SCALE=0.7500 TC LL TC DL EIC DL EIC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf 0.0psf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 81000 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" 1 TYPE COMN JOOa la Qa ) trot Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #2 N 02 2x4 SP 91 Dense: Webs 2x4 SP #1 Dense :W1 2x8 SP SS::W3 2x4 SP #3: Special loads —(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC: From 10 pif at 0.00 to 10 plf at 25.33 BC: From 20 plf at 0.00 to 20 plf at 25.33 TC: 510.64lb Cone. Load at 0.67. 6.67. 8.67,10.67 12.67,14.67,16.67,18.67.24.67 TC: 445.07 lb Conc. Load at 2.67,22.67 TC: 480.60 lb Conc. Load at 4.67,20.67 Calculated vertical deflection is 0.47" due to live load and 1.44" due to dead load at X=1243-0. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. i 25'4" R=3604# U=778# W=8" (Rigid Surface) DESC. = FG1 PLT. TYP: WAVE DESIGN CRIr"FBG7017RESIM2714 FT1RT=2Dx(awy0r0) 1 r11A tvvvU. VKCYAKCU t3T I KC /iLVINt: JUt$ Utb1UNt:K t'KUUKAM rKUM I KUbb MFK IS LATUU 1 3 Complete Trusses Required Nail Schedule:0.128"4", min. nails " Top Chord: 1 Row @ 5.75" o.c. k Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. un Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. L 170 mph wind, 15.00 ft mean hgl, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Truss must be installed as shown with top chord up. QTY= 1 PLIES= 3 TOTAL= 3 "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ss Trusses require extreme care In fabricating, handling. shipping. Insisting and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide Y'�4��'y'~EL tempo rerybmcng per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have 11��ii..rrLLrp a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bmdng Installed per Best sections B3, /'� TRUSS E17 or to h fat of truss and position as shown above and on the Joint Details, unless noted otherwise. s applicable.ng. � sly plates Qua�cYTi Refer otd,a 60A-2 ard plate s. I1W Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss i954i �-33 .• L. (95Q In conformance with ANSVTPI 1, or for handing, shipping, Installation 6 bracing of tmwas. .� 97�80 X. (� 0 9jil 8-8980TEPR Aeed on this dmying or cover page listing this dmfing, Indicates acceptance of profession@[ engineering responQdity solely for the 3S?A E E design shown. The suitability and use of this dmwing for any structure Is the msponslblity ofthe Building Designer perANSVTPi 18902 , BOr"ANO ABACK $L 3304k For more Information see this Job's general notes page and these web sites: rPNBCG: www.ttwbcg.com; TPI: www.tpinsLorg; WTCA• wwwxbdndwtry.com; Ice: wwwl=afe.org R=3604# U=778# W=8" (Rigid Surface) REV. 17.02.02A:1213.20 SEQ = 40343 SCALE=0.2500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 250400 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO u.t-Ianou ) r CIA Top chord 2x4 SP #2 N Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Left cantilever is exposed to wind Bottom chord Checked for 10.00 psi non -concurrent live load. MWFRS loads based on trusses located at least 17.15 ft. from roof edge. DESC.= B1A PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 17.15 ft mean hgt, ASCE 7-10, CLOSED bidg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B. wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional CSC member design. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.OD. f 12'4-7/16" R=747# U=90# RL=99# W=8" R=408# U=73# W=6" (Rigid Surface) (Rigid Surface) FLORMA QUArUTY TRUSS TEL, (954) 9"-3304 FAX-. (95Q.978-MO 319A N.W. R 16&TERACE . POMPANO Wi ACBr Ft3300 DESIGN CRIT"FBC1017RESr11`F2e14 QTY= 1 TOTAL= 1 "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers stag provide temporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss Imd position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSVTPI 1, or for handling, shipping, Installation d bracing of trusses. Aseal on this drawing or aver paps listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown. The sultabi0ty, and use olthls drawing for any structure Is the responsibility of the Bulking Dsalgner perANSVTPI 1 Sso.2. For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpirtst.org; WTCA: www.sbdridustry.com; [CC: wwwJccsafe.org REV. 17.02.02A.1213.20 TC ILL 20.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 40672 SCALE=0.5000 REF DATE 03-27-2019 DRWG O/A LEN. 120407 JOB #: 19HSO44 TYPE MONO b:(19HSU44) r tJ94 Top chord 2x4 SP SS Bol chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 8.32 ft. from roof edge. i r1lb uvva. rrctrrlrctU rsr i muoo mr-r<b W ruu r All plates are 2X4 except as noted. 170 mph wind,16.64 ft mean hgt, ASCE 7-10. CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 2.00.. a rr 9 Q R=184# U=80# NAILED 3'3-3/4" i. 62-1/4" —1 DESC. = EJ94 PLT. TYP.-WAVE DESMN CRIT"FBC7017RESIfP41014 FLORIDA QUALITY TRUSS TPM (954) 975-3384 FAX. (954) 97"980 `3I20 N.W. 16di TERRACE POMPANO BL'ACHr PL 3304 9'6. R=670# U=91# RL=112# W=1'4" (Rigid Surface) QTY= 20 TOTAL= 20 'IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require e&eme care In fabricating, handling, shipping, instaling and bracing. Refer to and follow the latest edition of SCSI uiiding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide nporsry bracing per SCSI. Unless noted otherwise, lop chord shall have property attached structural sheathing and bottom chord shall have xoperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections 133, 'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-Z for standard plate positions. I7W Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSMI 1, or for handling, shipping, Installation & bracing of trusses. Aseal on this drawing or cover page listing this carving, Indicates acceptance of professional anglnsering responsibility solely for the sign shown. The sultadtlty and use of this drawing for any structure Is the responsibility of the Building Dadgner perANSVIPI 1 Sac.2 For more Information see We job's general notes page and these web sites: ITWSCG: www.itwbcg.cem; TPI: www.tpinsLorg; WTCA: www.sbcindustry.com; ICC: wwwJccssfe.org to rz cc d � I R=89# U=15# NAILED REV. 17.02.02A.1213.20 SEQ = 40611 SCALE=0.7500 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 90600 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE EJACK -.I 0l ) IJMO Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Left cantilever is exposed to vAnd Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. i- 2'11-3/4" 67-13/16" DESC. = J96 PLT. TYP: WAVE M j FLO R DA QUALITY TRUSS TEL. (954) 975-3384 'FAX. (954).07 8980 3126 N W: lkli TERRA E POUWANO REACH, VL 33064. 9'7-9/16" R=656# U=13# RL=115/-38# W=8" (Rigid Surface) DESIGN THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. N� QTY= 1 TOTAL=1 R=212# U=64# NAILED R=106# U=14# NAILED -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI ullding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide nporary bracing per SCSI. Unless noted otherwise, top chord shag have property attached structural sheathing and bottom chord shall have property attached dgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, 'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. rfer to drawings 16OA-2 for standard plate positions. ITW Building Components Group Inc. shag not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSUTPI 1, or for handling, shipping, Installation & bracing of trusses. Aseal on this drawing or cover page ibtlng We drawing, Indicates acceptance of professional engineering responsibility solely for the sign shown, The suitability and ties of this drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 Seo2 For more Information see this Job's general notes page and these web sites: ITWBCG: www.lhvbog.cam; TPI: www.tpinstorg; WTCA: www.sbdndustry.com; ICC: www.leesafe.org REV. 17.02.02A.1213.20 SEQ = 40073 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.0psf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 90709 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE EJACK ivv.(ranavw+) rJtl Top chard 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever Is exposed to wind Q Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 2.00. DESC. = J9 PLT. TYP: WAVE FLOAMA QUALITY TRUSS TEL: (9SQ 9 SL3384 FeSM (9S4).01I 3930 3120 N.W.1(61h TERRACV . PIDUrANO REACHi OL 3306( 8'10" R=612# U=30# RL=157/-35# W=8" (Rigid Surface) i nra uv .rn­r or r—­n —umo,Q orc r-m—an rrc rr ..—a war uur 170 mph wind, 15.00 ft mean hgt. ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. z MWFRS loads based on trusses located at least 7.50 ft. from roof edge. pry Provide hanger or special connection at right end of truss for 246 lbs. :?+ is C4 - - rn R=246# U=121# H=H1 QTY= 2 TOTAL= 2 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TruaaeS require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI uilding Component Safety Information, by TPI and WTCA) for safety pract ces prior to performing these functions. Installers shag provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have rroperiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, 'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. rfer to drawings 160A-2 for standard plate positions. ITW Building Component Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the buss conformance with ANSUTPI 1, or for handling, shipping, Installaban & bracing of trusses, A seal on Us chewing or cover page listing this drawing, Indicates acceptnce of professional englnsedng responsiblilly solely for the sign shown. The sultoblUty and use of lisle drawing for any structure Is the responsibility of the Building Designer per ANSVTPI 1 See2 For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.fpinsLorg; WTCA: wwwsbcindustry.com; [CC: wwwJccsafe.org REV. 17.02.02A.1213.20 SEQ = 39815 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.0psf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-20t9 DRWG O/A LEN. 81000 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" -HYPE MONO wu.i ronouwr / JtlA Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Deflection meets U360 live and L/240 total load. Creep Increase factor for dead load is 2.00. 6 DESC. = J9A PLT. TYP: WAVE 1 fey � LORMA QUALITY TRUSS TEL: (954) 97.5-338 4 FAX:.(954} 978-8980 3120 N,vL: 16&TERRACE . POMPANO 11JEACKi PL 33064. I r11b UVVU. rt% trAK=U or I r1= ALVIN= JUH UCOLIaN=K MU;.MAM MUM I KU0b MI-K'b LATUU I 170 mph wind,15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. J MWFRS (cads based on trusses located at least 7.50 ft. from roof edge., Provide hanger or special connection at right end of truss for 250 lbs. s 8'6-3/8" 1 1 8'10" R=612# U=34# RL=153/-34# W=8" (Rigid Surface) DESIGN CRIT•FBC2017RESM11-MI4 FT/RT"2D%(0%y 0(0) X4 R=250# U=113# H=H1 QTY= 4 TOTAL= 4 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of BCSI uilding Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide nporary bracing per SCSI. Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord shall have xoperly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 133, 'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Jdrd Details, unless noted otherwise. dder to drawings 16OA-Z for standard plate positions. ITW Bulldog Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSVTPI 1, or for handling, shipping, installation 8 bracing of trusses. Aseat on this drawing or cover page Ilating this drawing, Indicates acceplance of professional englneering responsibility solely for the �sign shown. The eultahltity and use of this drawing for any structure Is the responsibility ofthe Building Designer per ANSVTPI 1 SecZ For more Information see this Job's general notes page and these web sites: ITWBCG: www.ftwbog.com; TPI: www.tpinsLorg; WTCA: wwwsbdrdmtry.com; ICC: www.iccsafe.org REV. 17.02.02A.1213.20 SEQ = 39813 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 81000 DUR.FAC. 1.25 JOB #: 19FIS044 SPACING 24.0" -TYPE HIPM Top chord 2x4 SP #2 N :T1 2x4 SP #1 Dense: Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 Left cantilever is exposed to wind (J) Hanger Support Required, by others Bottom chord checked for 10.00 psf non -concurrent live load. MWFRS loads based'Gn trusses located at least 7.50 ft. from roof edge. Ea 6 DESC. = J9B PLT. TYP: WAVE i 7'10-3/8" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT All plates are 2X4 except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure.° Deflection meets L/360 live and U240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 246 lbs. 1 f 6'6-3/8" i V4" --�� FWXWA QUALITY TRUSS TEE. (954) 975-3384 FAX, (954) 978-8980 ' 3I2(1 N.W.' 16th TEli1t ACE . POWANO REACFS PL 33064. 8' 10" R=612# U=48# RL=132/-29# W=8" (Rigid Surface) DESIGN CRIr"FBC2017RESRP42014 R=2469 U=96# H=H1 4 TOTAL= 4 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Instal[hg and bradrg. Refer to and follow the latest edition of BCSI uildirg Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide nporary bmdng per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have 2ropedy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, 'or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. fifer to drawings 160XZ for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the trussconformance with ANSVfPI 1, or for handling, shipping. Installation 6 bracing of trusses. A see] on title drawing or cover page listing this dmvlrig, Indicates acceptance of profeeelonal engineering responsibility solely for the sign shown. The sdteblBty and use of this drawing for any structure is the responsibility of the Building Designer parANSIRPI 1 Seo.2. For more Information see tuts Job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstog; WTCA: www.sbcindustry.com; ICC: wwwlasafe.og REV. 17.02.02A.1213.20 SEQ = 39817 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.OpSf 15.0PSf 10.0PSf O.OPSf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 81000 DUR.FAC. 1.25 JOB #: 19HS044 SPACING 24.0" TYPE HIPS Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. to iV DESC. = J9C PLT. TYP: WAVE FLORDA QUALITY TRUSS TL'Lz (954) 915-3384 ]FAX; (954) 97198980 3I7A ,N.W. I&Ii TERMCE' POMPANO BL'A.CH; FL 330". 4'6-3/8" 1 1'4" }2'11-5/8" 8'10" R=548# U=99# W=8" (Rigid Surface) All plates are 2X4 except as noted. Special loads Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC: From 74 pit at 0.00 to 74 pif at 8.83 BC: From 20 plf at 0.00 to 20 pit at 8.83 TC: 31.94 lb Conc. Load at 4.53 BC:-121.56 lb Conc. Load at 4.53 Right end vertical not exposed to wind pressure. (J) Hanger Support Required, by others Deflection meets L/360 rive and L/240 total load. Creep increase factor for dead load is 2.00. Provide hanger or special connection at right end of truss for 221 lbs. R=221# U=34# H=H1 QTY= 4 TOTAL= 4 "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI uilcfing Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide nporary bracing per BCSI. Unless noted otherwise, tap chord shag have properly attached structural sheathing and bottom chord shall have roperiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. der to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss conformance with ANSUIPI 1, or for handling, shipping, Installation 6 bracing of trusses.Asesi on this drawing or cover page gating this drawing, Indicates acceptance of professional engineering nsponelblgty solely for the sign shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer perANSI/TPI 1 Sec.2 For more information see this job's general notes page and these web sites: ITW8CG: www.itwbeg.com; TPI: www.tpinst.arg; WTCA: www sbcindustry.cum; ICC: www.lccsafe.org REV. 17.02.02A.1213.20 TC LL 20.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 39863 SCALE=0.5000 REF DATE 03-27-2019 DRWG O/A LEN. 81000 JOB #: 19HSO44 TYPE HIPS IDb:(19HSO44) /J82 Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L/360 rive and L/240 total load. Creep increase factor for dead load is 2.00. �— 2'11-314° i 5'4-3/16" I MRS UVVU. YKLVAKtU UYANLALMNC JUb UCAIUINCK YKULiKAM t-mum IKUJJ w1r mc, LATUU I 170 mph wind,15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psi non -concurrent live load. MWFRS loads based an trusses located at least 15.00 ft. from roof edge. S � _ R=163# U=54# NAILED m c` rfi ul -v 8'3-15/16" R=610# U=20# RL=99/-33# W=8" R=74# U=15# NAILED (Rigid Surface) DESC. = J82 SEQ = 39876 PLT. TYP: WAVE DESIGN CRIT•FBC7o17RESrrMD14FTIRT M%(m6J10(D) QTY= 1 TOTAL= 1 REV. 17.02.02A.1213.20 SCALE=0.5000 'aWARNINGI•' READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 20.Opsf REF DATE 03-27-2019 y� -may Q.Ay.�� F L 1�M ��w Y �rnr.t� ts.a.N.1 1 �R..St Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom fiord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insection stalled per SCSI sectio83, rm B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted othenwise. Refer to drawings 16OA-Z for standard plate positions. ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In anfortnance with ANSVTPI 1, or for handling, shipping, Instailadon 8 bracing of trusses. Ased on this drawing or aver page listing this drawing, Indicates acceptance of professional engineering responsibility sole for Ne design shown. The sulteblYtyand ussofthledrawing forany structuratethe rasponsiblgtyoftheBulldltgDesigner per ANSI/TPI1Sso.2 For more information see this Job's general notes page and these web sites: ITWBCG:www.itwbcg.am;TPl:www.tpinsLog;WTCA:wwwsbdrdustry.am;ICC:www.lasafe.og TIC DL 15.Opsf BC DL 1 0.0p $f BC LL 0.0 psf 1� TOT.LD. 45.0 sf Y DRWG 1 - 01A LEN. 80315 TEL: (954) 975=3384 'FAX-054).0§4980 3t2f1 N.W.- R.RCE 16&TEA` POWANOIBP.ACH'jPL330" DIJR.FAC. 1.25 JOB #:19HSO44 SPACING 24.0" TYPE EJACK Top chord 2x4 SP #2 N Bot chord 2x6 SP SS Webs 2x4 SP #3 :W1 2x6 SP SS: Special loads —(Lumber Dur.Fac =1.25 / Plate Dur.Pac =1.25) TC: From 74 plf at 0.00 to 74 pill at 5.67 BC: From 20 pif at 0.00 to 20 plf at 2.53 BC: From 10 plf at 2.53 to 10 plf at 5.67 BC:781.76 lb Conc. Load at 2.53, 4.53 (J) Hanger Support Required, by others Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. DESC. = J8 PLT. TYP.-WAVE 11 a d 1 @3x4 R=848# U=137# W=8" (Rigid Surface) DESIGN CRIT"FBC2017RESRPF2D74 FTRiT-M%(o%p 0(0) R=1218# U=191# H=H1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails {[ Top Chord:1 Row @12.00" D.C. 1 Bot Chord: 1 Row @ 5.25" D.C. Webs :1 Row @ 4" D.C. 111 Use equal spacing between rows and stagger nails in each row to avoid splitting. 170 mph wind, 15.00 it mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP B, wind TC DL=5.0 pat, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS Right end vertical not exposed to wind pressure. Provide hanger or special connection at right end of truss for 1218 lbs. QTY=1 PLIES= 2 TOTAL= 2 +� "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. "`9... Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest Egon of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide y�yry�ry�� temporary bracing per SCSI. Unless noted otherwise, top chard shag have property attached structural sheathing and bottom chord shall have .may a properly alN ached rigid ceiling. Locations shown for permanent lateral restraint o1 webs shall have bracing installed per BCSI sections B3, �i1rL�rL�.Rv3.iL� to each few r�� �d positlon as shown above and on the Jdnt Details, unless noted otherwise. or ldrewings 9Ut1W 1 1' anUSS 760A-Z s�Marwdard plate pasigorgates Rater toB7 ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss T EI : (954) 975-3386 In conformance with ANSUTPI 1, or for handling, shipping. Installation 8 bracing of trusses. ]FAXEL954) 97-8980 A@OatOf'We drawing or cover page listing We drawing, Irdlcstee acceptance of professional engineering responelWllty solely for the •deelgn 3120 N.SV I6WTERRACE shown. The sultabllty and use of this drawing for any structure Is the responsibility of the Building Designer perANSVTPi 1 Sec.2. , POMPANO RlLkCH(.PL 3306( For more Information see this Job's general notes page and these web sites: ITWBCG: www.itwbcg.co n: TPI: www.tpinstorg; WTCk www sbdndustry.com; ICC: www.icasafe.org REV. 17.02.02A.1213.20 SEQ = 39986 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 1 O.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 50800 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE MONO I0D;(1k1r15ug4) !J/6 Top chord 2x4 SP SS Bot chord 2x4 SP SS Webs 2x4 SP #3 Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 6 DESC. = J76 PLT. TYP: WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS with additional C&C member design. TT Bottom chord checked for 10.00 psf non -concurrent live load. I MWFRS loads based on trusses located at least 15.00 ft. from roof edge. IY R=137# U=49# NAILED io m m -v i 2'11-3/4" 47-13/16" i FLORMA QUA ITY TRUSS TEL: (9541979-3384 TAX, (9M 978-3980 .: 3120 N.W.-16Ui TERRACE' POMPANO BEACH; TL 33W 77-9/16" R=589# U=24# RL=91/-30# W=8" R=55# U=16# NAILED (Rigid Surface) DESIGN CRr"F8=l7RES/rP1.7014 QTY=1 TOTAL= 1 'IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow the latest edition of SCSI ilding Component Safety Information, by TPI and WTCA) for safety practices pdor to performing these functions. Installers shag provide Iporary bracing per SCSI. Unless noted otherwise, top chord shag have properly attached structural sheathing and bottom chord shall have roperly attached dgid celtng. Locators shown for permanent lateral resbalnt of webs shall have bradng Instated per SCSI sections B3, or BtO, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 'or to drawings 16OA-Z for standard plate positions. 11W Building Components Group Inc. shall not be responsible for any deviation from fhls drawing, any failure to build the truss onformance with ANSVTPI 1, or for handling, shipping, Installation & bracing of trusses. Ass@[ on this drawing or cover page listing this drawing, Indicates acceptance of profession@[ engineering responsibility solely for the sign shown. The suitability and ties of this drawing for any structure Is the rosponslblBy of the Bulimng Designer per ANSVTPI 1 Beo.2. For more Information see this job's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinstorg; WTCA: wwwsbdndmtry.mm; ICC: wwwJa fe.org REV. 17.02.02A.1213.20 SEQ = 40075 SCALE=0.5000 TC LL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 10.Opsf O.Opsf 45.Opsf REF DATE 03-27-2019 DRWG O/A LEN. 70709 DUR.FAC. 1.25 JOB #: 19HSO44 SPACING 24.0" TYPE EJACK