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HomeMy WebLinkAboutSUBMITTED PAPERS_2SCANNED St. Lucie fount Propane Services, Inc. DBA/Elite Gas Contractors i%.rhe Elite Installers of Natural & Propane Gas" Contractor: Billing Owner Job sit_ job Contact: Gas System Type: r^ t GAS RISER DIAGRAM , (NO SCALE) �ir o/-,0006::'(v MOM Z� �,ldrn P� e - Sly 000 4OW ,a9TZ1 T � U / Galion 9round Propane Tank sJ`G,4 0 IN AJW2 rim lbi¢q/,< I if 02 PALM CITY . Y E,C,�:s 0BUILDING DEPARTMENT as •,{� R...� 3535 2,6c�w Ak L, _ 4P—Y - P ,) r 33I_"i =� _ -' . -�F Cif_+ i � �r for i-n Lz-_ � 1� _ on:C is �i amhe 4 � �q �! rjex Lh 5rat b i S:S L' �t�•-sir. l=�ti� ! f�3. - �f �G. �+� i- u-'�-C�'[ 3 i '� F'�t `L c_q eLa t�+i:.t 3.i�_ ` we 1 M� �=ssi ice+ C+7 gL andb 4 Seri-�.'. r ►.! "-�rs� a �MOFTR-1 WEBS p �`H=F- �Pt� U. i - 2G0 tea �t -IF, climanaa t, R t U-1—Al _EIS. 1 tut. A Oja�/� l 1. {i" i' C'� � 1 ' �i ? j � INC? t-r ` t'� ` ��_.� 1:.� � ^.�_'•_� Ems. T`� a': - - - eiE g-LCcm AZ_ p �•-t a�-�[�cj�-l.S Li ait,�' IIC �''tys�i�lleiel,!-� Y: E1...,{it T' �� aL[ - �(r ;_►L LA i}5-31.003_ T e _ eu tta`Eio i-if]�e Gt-t om [ n iirF_Lv�7Yts t 43`s5d 'tit 1 i i- .� 'L c� {{ '(f''y -'"' ►t" =j. iil P-�i_S.-itGLLt�tk'`�s �ifph- ci LC lC�_L4�F L: t ' i.T� 4 J i-.yt��t sea = t '��L :.J Lr L� G ,.I T _� 'f`.� to %f? Ei'r "t_ 1t lt�i -�owlP.�iir �_ile iiri_c 0.—` E `%i19lilt 111111/ _` ♦`♦♦♦�� VASO V F F� 50- 0 N- 4 RQD GARS =`ti,�.. 000 BOIL. RzTON ,FL, 3�.-"87 SEP 2 t,1 2011 ��i '� •'•.,.FLORA®. (!�♦♦.� 4� �q♦a`S♦ Op 1'1191916fl®�� I r I NO: TRUSS I.D. ND;, 1.0. No,. ND: ! i L'a {Ij IE 1 ( j L1 { I S1. I -t 21 �ti si I z. 1 2 1 L.2. 1 / 1 z. 1 1 122, 157- ` 1 B. 1� 3 1 ��. --I .2 ��. I i zz . i . l 3. I I B5. i .D5 i I v. ' ^ 1 ! 46. � 1 i 86. 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ROEiCTEP-S CIP CL.L L 0 0 R 1GN ; FL 334`.07 �.- N. - v of $ FLI S E P 2 7 201 =area FLORIDA QUALITY TRUSS 3120 N.W. 16th Terrace Pompano Beach, FL 33064 Main Office: 1-800-331-6994 Alt.Ph:954-975-3384 - Fax:954-978-8980 flgt@bellsouth.net -Customer Information: Name: Contact: RUBIN CUSTOM HOMES I Fill in later Address: City, State, Zip: Salesman: Notes: PAULBRANCALEONE Designer., JOHN LAI Engineering -List I Job #: 11HS169 I, j Date: 9/26/2011 Dvninnf Infnrm�finn• - - �--- Name: O'MALLEY O'MALLEY RES Address: Region: 2500 HOLLYBERRY LANE MARTIN City, State, Zip: PALM CITY, FL Loading: TC BC LL 20 0 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 3 27-00-00 Al �" III 6.00 0.00 03-00-00 00-00-00 00-00-00 05-10-03 158.2 lbs. each 2x4 / 2x4 03-00-00 00-00-00 00-00-00 2 1 27-00-00 A2 R 6.00 0.00 03-00-00 00-00-00 00-00-00 05-10-03 158.2 lbs. each \A 2x4 / 2x4 03-00-00 00-00-00 00-00-00 3 1 27-00-00 A3 6.00 0.00 03-00-00 00-00-00 00-00-00 04-10-03 165.2 lbs. each 'r I. 03-00-00 00-00-00 00-00-00 ,�� 2X4 / 2x4 4 1 27-00-00 A4G 6.00 0.00 03-00-00 00-00-00 00-00-00 03-10-03 2 -Ply 632.8 lbs. each 2x4 / 2X4 03-00-00 00-00-00 00-00-00 5 1 27-00-00 A5 , 6.00 0.00 03-00-00 00-00-00 00-00-00 04-10-03 155.2 lbs. each 2,4 / 2x4 03-00-00 00-00_00 00_00_00 6 1 27-00-00 I A6G 6.00 0.00 03-00-00 00-00-00 00-00-00 03-10-03 151.2 lbs. each 2x4 / 2x4 03-00-00 00-00-00 00-00-00 7 3 23-00-00 i B1 I I 6.00 0.00 03-00-00 00-00-00 00-00-00 06-01-03 117.6 lbs. each 2X4 / 2X4 03-00-00 00-00-00 00-00-00 8 1 23-00-00 B2 6.00 0.00 03-00-00 00-00-00 00-00-00 05-10-03 117.6lbs. each 2x4 / 2x4 03-00-00 00-00-00 00-00-00 9 1 123-00-00 B3 6.00 0.00 I 03-00-00 00-00-00 00-00-00 04-10-03 107.8 lbs. each 2X4 / 2X4 103-00-00 00-00-00 00-00-00 10 1 23-00-00 B4G 6:00 0.00" 03-D0-0 �OOti0Q;00 }00-00-00 03-10-03 131.6 lbs. each �/ ' 03-00-00 00-00-00 00-00-00 2X4 2x6� ; 4. 11 4 15-00-00 B5 r 00 0.00 g 03-00-00 00-06-d0 00-00-00 04-01,e 0 �, s I 58.80 lbs. each O��' G 2X4 r / 2x4 00-00-00 p `� s 00-OQ 00 00-00 00 a 12 3 15-00-00 B6 6.Ob 0.00 03-00-00 a,.00-S7 0 00-00-00 04-01,Q3 ? 82.60 lbs. each ' 2X4k / 2X4 03-00-00 MHO-OD-00 00-00-00 13 1 15-00-00 B7 U.OA 03-00-00,'; `103-00;;00�-0an,0-00;'p0 00-OD 00 00-00-00 ,Lj05'-09y04*" O.qO 88.20 Ibs. eachx4't / 2X �. 00-00-00 9're;�y 14 3 17-00-00 C1 '0.00 0.OD 03-00-00' -00-p0 00 ,=.00-00-00W.1 4-07-0i 84.00lbs. each �X4 / 2x4 03-00-06 400-00=00 '?00-00-00w j�o Page 1 of 4 .. a: �G.i"y:"A�,.92-�+:,2. -u.<✓;•Y.L/�L: r...h. i..'ww4 �'.wt a �� Engineering List Seq. Qty Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TC/BC OH - R CANT-R STUB-R 15 1 17-00-00 C2G 1 6.00 0.00 03-00-00 00-00-00 00-00-00 03-10-03 77.00Ibs. each 2x4 / 2x4 03-00-00 00-00-00 00-00-00 16 1 17-00-00 D1 6.00 0.00 03-00-00 00-04-04 00-00-00 04-03-04 105.0 Ibs. each 2x4 / 2x4 03-00-00 00-00-00 00-00-00 17 1 13-03-08 D2 6.00 0.00 03-00-00 00-04-04 00-00-00 04-07-03 75.60 Ibs. each 2X4 / 2x4 00-00-00 00-00-00 00 00-00 18 1 13-03-08 D3 6.00 0.00 00-00-00 00-04-04 00-00-00 04-07-03 70.00 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 19 3 12-03-00 D4 6.00 0.00 00-00-00 00-00-00 00 00-00 04 07-03 71.40Ibs. each ram/ I 2x4 / 2x4 00-00-00 00-00-00 00-00-00 20 1 09-07-00 D5 0.00 6.00 i 00-00-00 00-00-00 00-00-00 05-00-05 65.e0 Ibs. each 2X4 / 2x4 00-00-00 00-00-00 00-00-00 21 1 09-07-00 D6 I 0.00 6.00 00-00-00 00-00-00 00-00-00 06-00-01 68.60 Ibs. each I 2x4 / 2x4 00-00-00 00-00-00 00-00-00 22 1 09-07-00 D7 i 0.00 6.00 00-00-00 00-00-00 oo-oa-oo 06-00-01 I 68.60Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 23 1 09-07-00 D8 0.00 6.00 00-00-DO 00-00-00 00-00-00 05-06-05 68.60 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 24 1 1 09-07-00 D9 0.00 6.00 00-00-00 00-00-00 00-00-00 06-02-07 70.00Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 25 2 04-00-00 K1 6.00 0.00 03-00-00 00-00-00 00-00-00 01-04-03 18.20Ibs. each I 2x4 / 2x4 00-00-00 00-00-00 00-00-00 26 1 02-09-05 K2 6.00 0.00 03-00-00 00-00-00 00-00-00 01-04-03 i 17.50 Ibs. each i 2x4 / 2X4 00-00-00 00-00-00 00-00-00 . 27 1 I 09-09-05 L1 5.66 0.00 I 1 00-00-00 01-04-04 00-00-00 02-08-02 3s.soIbs. each I 2x4 / 2x4 00-00-00 01-04-04 00-00-00 28 15 07-00-00 EJ7 6.00 0.00 03-00-00 00-00-00 00-00-00 03-10-03 26.60 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 29 4 07-00-00 EJ71 6.00 0.00 03-00-00 i 00-00-00 00-00-00 03-10-03 32.20 Ibs. each 2x4 / 2x4 100-00-00 00-00-00 00-00-00 30 1 07-00-00 1 ERA 6.00 0.00 00-00-00 00-00-00 00-00-00 03-10-03 21.00 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 31 1 07-00-00 EJ7G \ 6.00 0.00 00-00-00 00-00-00 00-00-00 03-10-03 38.50Ibs. each 2x5 / 2x5 00-00-00 00-00-00 00-00-00 32 6 05-00-00 CA 6.00 0.00 03-00-00 00-00-00 00-00-00 02-10-03 21.00 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 33 1 05-00-00 1 CJ51 ' 6.00 0.00 03-00-00 00-00-00 00-00-00 02-10-03 26.60 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 34 1 05-00-00 I CJ51 6.00 0.00 02-06-00 00-00-00 00 00-00 02-10-03 26.6o Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 35 6 03-02-08 CJ41 6.00 0.00 03-00-12 00-00-00 00-00-00 01-11-12 16.801bs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 36 6 03-00-00 CJ3 6.00 0.00 ' 03-00-00 00-00-00 00-00-00 01-10-03 1 14.00 Ibs. each 2x4 / 2x4 1 00-00-00 00-00-00 00-00-00 Page 2 of 4 Engineering List Seq. Qty Span Description Truss Slope OH - L CANT-L STUB-L Height Num. TC/BC OH - R CANT-R STUB-R 37 1 02-04-05 I CJ31 6.00 0.00 03-07-11 00-00-00 00-00-00 01-10-03 16.10 lbs. each 2x4 / 2x6 00-00-00 00-00-00 00-00-00 38 1 02-04-05 CJ32 6.00 0.00 00-00-00 00-00-00 00-00-00 01-10-03 10.50 Ibs. each 2x4 / 2x6 00-00-00 00 00-00 00-00-00 39 6 01-00-00 CJ1 � 6.00 0.00 03-00-00 00-00-00 00-00-00 00-10-03 6.400 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 40 8 02-05-04 CJ21 8.00 0.00 00-00-00 01-00-00 00-00-00 01-11-15 11.2olbs.each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 41 3 09-10-01 HJ7 4.24 0.00 04-02-15 00-00-00 00-00-00 03-09-14 � 56.80 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 42 2 07-03-11 HJ71 6.00 0.00 j 03-00-00 00-00-00 00-00-00 03-09-14 t 36.00 Ibs, each I 2X4 / 2X4 100-00-00 00-00-00 00-00-00 43 1 07-03-11 HJ72 6.00 0.00 03-00-00 00-00-00 00-00-00 03-09-14 37.80 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 44 1 07-03-11 HJ73 4.24 0.00 00-00-00 00-00-00 00-00-00 03-09-14 28.70 Ibs. each 2X4 / 2x4 00-00-00 00-00-00 00-00-00 45 2 06-07-00 HJ42 5.54 0.00 03-02-15 00-00-00 00-00-00 03-04-11 30.80 Ibs. each 2X4 / 2X4 00-00-00 00-00-00 00-00-00 46 4 06-07-00 HJ41 5.54 0.00 03-02-15 00-00-00 00-00-00 03-04-11 i 26.60 Ibs. each 2x4 / 2x4 00-00-00 00-00-00 00-00-00 47 2 04-09-14 HJ21 5.66 0.00 00-00-00 01-04-04 00-00-00 02-07-12 16.80 Ibs. each 2X4 / 2x4 00-00-00 00-00-00 00-00-00 48 1 06-10-00 t MV7 6.00 0.00 00-00-00 00-00-00 00-00-00 03-05-00 22.40 Ibs. each I I i 2x4 / 2x4 00-00-00 00-00-00 00-00-00 49 1 06-00-00 MV6 6.00 0.00 100-00-00 00-00-00 00-00-00 03-00-00 22.40 Ibs. each i 2x4 / 2x4 00-00-00 00-00-00 00-00-00 50 1 04-10-00 MV5 6.00 0.00 00-00-00 00-00-00 00-00-00 02-00-00 16.80 Ibs. each 2x4 / 2X4 00-00-00 00-00-00 00-00-00 51 1 04-00-00 MV4 6.00 0.00 i 00-00-00 00-00-00 00-00-00 02-00-00 14.00 Ibs. each 2X4 / 2X4 00-00-00 00-00-00 00-00-00 52 2 02-00-00 MV2 6.00 0.00 00-00-00 00-00-00 00-00-00 01-00-00 6.600 Ibs. each 2X4 / 2X4 00-00-00 00-00-00 00-00-00 Page 3 of 4 i Seq. city Span Description Truss Slope Num. i TC/BC Engineering List OH - L CANT-L STUB-L Height OH - R I CANT-R I STUB-R City Part ID Description 36 ABV IZ6c 11 7/8" Lvl RM13/8" DEEP LVL 18' 10 1 3/4" x" 11 7/8" LVI (2)11-7/8" DEEP LVL 5' tie 12 1 3/4" x 11 7/8" Lvl tie..... (2)11-7/8" DEEP LVL 6' 16 1 314" x 11 7/8" Lvl tie m (2)11-7/8" DEEP LVL 8' 48 1 3/4" x 11 7/8" Lvi tie�m (4)11-7/8" DEEP LVL 12' 56 1 3/4" x 11 7/8" Lvl (4)11-7/8" DEEP LVL 14' Trusses:120.00 Page 4 of 4 ob:(11HS169) /A1 Top chord 2x4 SP 91 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC - From 74 plf at -3.13 to 74 plf at 11.00 TC - From 142 plf at 11.00 to 142 plf at 12.00 TC - From 270 plf at 12.00 to 270 plf at 15.00 TC - From 142 plf at 15.00 to 142 plf at 16.00 TC - From 74 pif at 16.00 to 74 plf at 30.13 BC - From 20 plf at 0.00 to 20 plf at 27.00 TC - 684 lb Conc. Load at 11.00 , 16.00 Wind reactions based on MWFRS pressures 3.3/16- DESC. = Al PLT. TYP: WAVE 11' - T _ R=2534# U=741# RL=289/-289# W=8" FLORIDA QUAL-ITY TRUSS r. TEL: (954) 975-3384 FAX: (954) 978.8980 3120 N. W. 16th TERRACE POMPANO BP-ACA, PL 33064 DESIGN CRIT-FSC2007RESMI-2002 FTIRT= Ill15 UVVU. VKt:V AKCU by I r1t ALYINC JUb UCJIVIV=K rmuuKA1V1 rnUm 1 R 0IVlrno - VU I 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 32 11.00 16.00 BC 72 0.15 26.85 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L/240 total load. 5- 11' 27' - QTY= 3 TOTAL= 3 Rtl` kWTd Mcsi (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312. ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/SSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT OFSIGNI SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ,.e- T R=2534# U=741# W=8" REV. 10.01.01.0604.15 TC ILL 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 = 338863 SCALE=0.1875 REF DATE 09-26-2011 DRWG KT O/A LEN. 27 JOB #: 11HS169 TYPE CONIN lob:(11HS169) /A2 Top chord 2x4 SP #1 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Special loads --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac: 1.25) TC - From 74 plf at -3.13 to 74 plf at 11.00 TC - From 142 plf at 11.00 to 142 plf at 12.00 TC - From 270 plf at 12.00 to 270 plf at 15.00 TC - From 142 plf at 15.00 to 142 plf at 16.00 TC - From 74 plf at 16.00 to 74 plf at 30.13 BC - From 20 plf at 0.00 to 20 plf at 27.00 TC - 684 lb Conc. Load at 11.00 , 16.00 Wind reactions based on MWFRS pressures. Deflection meets U360 live and U240 total load. 1-3116' I FIIb UVVU. rKCYAKEU bT I r1C HLrINr JUa UCOIVINMM rRV M-1 rRUIVI In 00 Ivi-0 -I W.I r " 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 (A) Continuous lateral bracing equally spaced on member. Or 1x4 "T" brace. 80 % length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.07 11.00 TC 60 11.00 16.00 TC 52 16.00 30.07 BC 75 0.15 26.85 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. 11' - 1 0'9-5/8" ale 1 6'2-3/8" - 31 R=662# U=222# RL=2891-289# W=811 27' R=3138# U=918# W=11-5/16" -- 31- R=1293# U=378# W=8" DESC. = A2 SEQ = 338884 PLT. TYP: WAVE TPI.2002FTIRT-0%(0%u5(0) QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.1875 �yDESIGN �CRIT=FBC2007RES TRUSSES REQUIRE EXTREME CARE IN FABRICATING, H N IREFER 70�CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, o 218 NORTH LEE STIR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE TC LL 20.Opsf REF DATE 09-26-2011 LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A TC DL 15.0psf 10.Opsf FLORIDA PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BCDL DRWG KT /� QUALITY TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,WSSIK) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL 0.0psf TOT.LD. 45.Opsf -", O/A LEN. 27 TEL: (954) 975-3384 TAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 33120�N.W. 116�TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" " TYpE COMN 20 POMPANO BUILDING DESIGNER PER ANSIITPI 1 SEC. 2. /A3 Top chord 2x4 SP #2 N :T3 2x4 SP #2 Dense: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 (A) Continuous lateral bracing equally spaced on member. Or 1x4 "T" brace. 80% length of web member. Same species & SRB grade or better, attached with ed Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 1-3116' DESC. = A3 PLT. TYP.-WAVE 9' N tV 3' 6' - - 3'8-1/4" R=1488# U=244# RL=256/-256# W=8" 'e__��� F'LORMA QUALITY TRUSS M TEL: (954) 975-3384 FAX: (954) 978-8990 3120 N.W. 16tb TERRACE POMPANO BEACii, FL 33064 DESIGN CRIT=FBC2007RE5lrP1-2002 FTIRT= 9' 27' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 ft mean hgt, ASIDE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) TC 29 -3.07 TC 41 9.00 TC 45 18.00 BC 42 0.15 BC 42 1.89 BC 42 0.54 BC 42 1.89 BC 66 3.52 BC 1199997 9.00 BC 120 9.67 BC 120 10.81 QTY= 1 TOTAL= 1 13'7-3/4" 9. - R�VMT61CS1(BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDs (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HIBSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 3'_ END(FT) 9.00 18.00 30.07 0.54 1.89 3.67 3.52 9.00 10.81 13.50 26.85 R=1488# U=244# W=8" REV. 10.01.01.0604.15 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 = 339035 SCALE=0.1875 REF DATE 09-26-2011 DRWG KT O/A LEN. 27 JOB #: 11HS169 TYPE COMN 1HS169) /A4G IVIrm O -I V V I Top chord 2x4 SP #2 N :T2 2x4 SP SS: Bot chord 2x4 SP #2 N :B2 2x4 SP SS: Webs 2x4 SP #3 :W8 2x4 SP #2 N: FHIS UWG. PRtF'ARtU BY I Ht ALPINt JUI6 UtSIUNCH 2 Complete Trusses Required Nail Schedule:0.131"xW nails Special loads Top Chord: 1 Row @12.00" o.c. -(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) Bot Chord: 1 Row @12.00" o.c. TC - From 74 plf at -3.13 to 74 plf at 7.00 Webs : 1 Row @ 4" D.C. TC - From 74 plf at 7.00 to 74 plf at 20.00 Use equal spacing between rows and stagger nails TC - From 74 plf at 20.00 to 74 plf at 30.13 in each row to avoid splitting. BC - From 20 plf at 0.00 to 20 pif at 3.67 BC - From 20 plf at 3.67 to 20 pif at 9.67 Wind reactions based on MWFRS pressures. BC - From 20 plf at 9.67 to 20 plf at 13.35 BC - From 20 plf at 13.35 to 20 plf at 13.50 In lieu of structural panels or rigid ceiling use purlins: BC - From 20 plf at 13.50 to 20 plf at 27.00 CHORD SPACING(IN OC) START(FT) END(FT) TC - 347 lb Conc. Load at 6.98 TC 19 -3.07 7.00 TC - 196 lb Conc. Load at 9.09 TC 29 7.00 20.00 TC - 200 lb Conc. Load at 11.09 , 13.09, 13.91, 15.91 TC 46 20.00 30.07 17.91 BC 42 0.15 0.54 TC - 315 lb Conc. Load at 19.96 BC 42 1.89 1.89 BC- 511 lb Conc. Load at 6.98 BC 42 0.54 3.67 BC- 116 lb Conc. Load at 9.09 BC 42 1.89 3.52 BC - 122 lb Conc. Load at 11.09 .13.09, 13.91, 15.91 BC 75 3.52 7.00 17.91 BC 1199997 7.00 10.81 BC- 552 lb Conc. Load at 19.97 BC 112 9.67 13.50 140 mph wind, 15.00 ft mean hgt, ASIDE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC BC 112 10.81 26.85 DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Calculated horizontal deflection is 0.14" due to live load and 0.17" due to dead load. Deflection meets U360 live and L/240 total load. DESC. = A4G PLT. TYP: WAVE FLORIDA QUAL= TRUSS TEL: (954) 975.3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 DESIGN CRIT-F8C2007RES/TPI-2002 FTIRT= _ 7' 13' 7' 12 T2 6 EtBX8 1112X4 X12 3'10-3116° �8X'�3 =3X6 _ =6X >43X6(A1P'3-lsns° 8-11 " 1 n-311s° B2 2X4 5 1112X4 27' _ N - 36' - - s s e 137-3/4" - - 3' -, R=3309# U=1078# W=8" R=3315# U=1125# W=8" QTY= 1 PLIES= 2 TOTAL= 2 RW'RTO'BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDs (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 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 = 339040 SCALE=0.1250 REF DATE 09-26-2011 KT O/A LEN. 27 JOB #: 11HS169 TYPE COMN lob:(11HS169) /A5 Top chard 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W4 2x4 SP #2 N: In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.07 18.00 TC 53 18.00 30.07 BC 75 0.15 15.19 BC 75 13.00 16.33 BC 1199998 15.19 17.85 BC 87 17.B5 23.48 BC 42 23AB 25.11 BC 42 23.33 26.46 BC 42 25.11 25.11 BC 42 26.46 26.85 1-3116, THIS DWG. PREPARED BY I Fit ALF'INt JUB UtSIGNtR VKULiKAM MUM I muaa Ivlrn a LMTUU 1 140 mph wind, 15.00 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L/240 total load. MWFRS loads based on trusses located at least 30.00 ft. from roof edge. 9' 9' - 12'9-11/16" 14'2-5/16" N N 32-1�4 _ 3' 13'1-3/4" s.. �s 7, - m- : - - 3' --� R=803# U=157# RL=256/-256# W=1'4" 27' R=1331# U=170# W=11-5/16" R=842# U=171# W=8" DESC. = A5 SEQ = 339068 PLT.TYP: WAVE QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.1875 _ ry,DyESSIIGNN�CRIT=FBC2007RESrrPI-2002FT/RT-0%(0%)/5(0) REFEp70(KC' TRUSSES REQUiRE EXTREME CARE IN FABRICATING, HANbT_1NG,SH1vF,tNG, INSTALLING NG. S1 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF DATE 09-26-2011 t� 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE FUNCTIONS. UNLESS OTHERWISE 15.0psf LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A TC DL 10.Opsf F 03LIDA PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL DRWG KT QUAiI'TY mussINC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR BC LL O.Ops 45.Opsf • PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC.3. A SEAL ON THIS TOT.LD. O/A LEN. 27 TEL: (954) 975-3394 rAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 16thBEATERRACE 3120 W. DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE COMN P 64 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 1 HS169) / A6G THIS DWG. PREPARED BY THE ALPINE JUB utSlliNtH VKUL5KAM MUM I nuaa Ivlrm o LHT Vu I Top chord 2x4 SP #2 N 12 2x4 SP SS: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W3 2x6 SP #2 Dense: Special loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC - From 74 plf at -3.13 to 74 plf at 7.00 TC - From 74 plf at 7.00 to 74 plf at 20.00 TC - From 74 plf at 20.00 to 74 plf at 30.13 BC - From 20 pit at 0.00 to 20 plf at 13.23 BC - From 20 plf at 13.23 to 20 plf at 23.33 BC - From 20 plf at 23.33 to 20 pif at 27.00 TC - 315 lb Conc. Load at 7.04 TC - 200 lb Conc. Load at 9.09 , 11.09, 13.09, 13.91 15.91 TC - 196 lb Conc. Load at 17.91 TC - 362 lb Conc. Load at 19.96 BC- 552 lb Conc. Load at 7.03 BC- 122lb Conc. Load at 9.09 , 11.09, 13.91, 15.91 BC- 116 lb Conc. Load at 17.91 BC- 262 lb Conc. Load at 19.94 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load Deflection meets U360 live and U240 total load. DESC. = A6G PLT. TYP: WAVE FLOR MA QUA = TRUSS TEL: (954) 975-3384 FAX: (954) 9784980 3120 N.W. 16(h TERRACE POMPANO BEACH, FL 33064 DESIGN CRIT=FBC2007RESrrPI-2002 FVRT= 0 %(0%)/ 5(0) 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 43 -3.07 7.00 TC 28 7.00 20.00 TC 32 20.00 30.07 BC 60 0.15 15.19 BC 60 13.00 16.33 BC 1199997 15.19 19.85 BC 87 19.85 23.48 BC 42 23.48 25.11 BC 42 23.33 26.46 BC 42 25.11 25.11 BC 42 26.46 26.85 e-_ 7' 13' 7' - 12 T2 j 6 M _Y14 Z 5 X6 pI 3:4 X3'10-3/16" W3 qX 4X10 =3 X4(Aa-3116" 3X4 B-11" 11126=15 II _ Y �-- 13' s. a - 14' _ O N 3' - 132-3/4" 3' - R=1179# U=426# W=1'4" QTY= 1 TOTAL= 1 27' R=3889# U=1166# W=8" 4VrR' 8`ACSl (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1.2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE R=1201# U=405# W=8" REV. 10.01.01.0604.15 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 = 339016 SCALE=0.1250 REF DATE 09-26-2011 DRWG KT O/A LEN. 27 JOB #: 11 HS169 TYPE COMN ob:(11HS169) 1B1 Tap chord 2x4 SP #2 Dense :T2 2x4 SP #2 N: Bet chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 50 -3.07 26.07 BC 120 0.15 22.85 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 4-3116- 1116" — 31 R=1301# U=145# RL=298/-298# W=3-1/211 23' I NIS UWIJ. VKtHAKtU BY INt ALF'INt JUtl UCOIVNmn rKVUKAIVI rmum I M . . . 1-1.I LM l-1 140 mph wind, 15.00 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. i Deflection meets U360 live and L/240 total load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 11'6" .0 31 R=1301# U=145# W=3-1/2" DESC. = B1 SEQ = 338566 PLT. TYP: WAVE QTY= 3 TOTAL= 3 REV. 10.01.01.0604.15 SCALE=0.2500 ryDESIGN �CRIIT=F8C2007RESrrPI-2002FT/RT=0%(D%)/5(8) RSHIPPING, INSTALLING ANL) BRACING. EFER 70 $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TRUSSES REQUIRE EXTREME CARE 11 FABRICATING, TPI (TRUSS PLATE INSTITUTE, TC ILL 20.Opsf REF 218 NORTH LEE STR., SUITE VA. (WOOD TRUSS COUNCIL OF ENTERPRISE AND WTCAPERFORMING 15.Opsf ,ePa ER LESS OTHERWISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE SA ETY PRACTICES PRIOR INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A TC DL 10.Opsf DATE 09-26-2011 g`LOWDA PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL DRWG KT QUALITY �TRU0JS INC., SHALL NOT BE RESPONSIBLE FOR ANYIN CONFORMANCE WITH TPI; OR FABRICATING, HANIDLING, SHIPPING. INSTALLING 8 FAILURE BRACING OF TRUSSES.FROM THIS DESIGN; ANY TO BUILD THETRUSS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL O.Opsf TOT.LD. 45.Opsf ._j O/A LEN. 23 TEL: (954) 975.3384 FAX: (954) 978-8980 DURYAC. 1.25 JOB #: 11 HS 169 3120 K.W. 14th TrP.RACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE COMN POMPANO BF-ACH, FL 33064 I BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. b:(11HS169) /B2 Top chord 2x4 SP 42 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 50 -3.07 26.07 BC 120 0.15 22.85 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 4-3116° DESC. = B2 PLT. TYP: WAVE FLORIMA QUALITY TRUSS THL: (954) 975-3384 TAX: (954) 978-8980 3120 N. W. 16th TERRACE POMPANO BEACH, FL 33064 23' 3'� R=1301# U=138# RL=290/-290# W=3-1/2" THIS DWG. PREPARED BY THE ALPINh JUB ULbILiNtH VKUUHAM rnUM I mu00 lvlrn0 v1TUu 1 140 mph wind, 15.00 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT It, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. MW FRS loads based on trusses located at (east 15.00 ft. from roof edge. DESIGN CRIT=FBC2007RES/TPI-2002 FTIRT=0%(0%v SIM QTY= 1 TOTAL= 1 R&ER YO ACSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nos (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A.Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DFSIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BE — 3' — R=1301# U=138# W=3-1/2" REV. 10.01.01.0604.15 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 = 338571 SCALE=0.2500 REF DATE 09-26-2011 DRWG KT O/A LEN. 23 JOB #: 11HS169 TYPE COMN b:(11HS169) /93 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 40 -3.07 9.00 TC 56 9.00 14.00 TC 40 14.00 26.07 BC 120 0.15 22.85 9' 4-3N6" ,.o-- 3' - R=1386# U=195# RL=256/-256# W=3-112" DESC. = B3 PLT. TYP: WAVE I� FLORIDA QUALITY TRUSS TEL- (954) 975-3384 FAX: (954) 978-9980 3120 N.W. 16th TERRACE POMPANO BEACI2, FL 33064 DESIGN CRIT=FBC2007RES/iP1-2002 I HIS UWG. PREPAREU BY I HE ALVINt JUb Utb ILIN CK VKUUKANI MUNI I KUOO IVII-KJ LAT UU 1 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. 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. Deflection meets U360 live and U240 total load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 5' 9' — 23' QTY= 1 TOTAL= 1 Ri1F'ERYST3CSl (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nos (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE - 3' R=1387# U=195# W=3-1/2" REV. 10.01.01.0604.15 SEQ = 338581 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 09-26-2011 DRWG KT O/A LEN. 23 DURYAC. 1.25 JOB #:11HS169 SPACING 24.0" TYPE COMN lob:(1 1 HS1 69) 1B4G Top chord 2x4 SP #2 Dense :T2 2x4 SP #2 N: Bot chord 2x6 SP SS Webs 2x4 SP #3 140 mph wind, 15.00 ft mean hgl, ASIDE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 12 -3.07 7.00 TC 28 7.00 16.00 TC 27 16.00 26.07 BC 84 0.15 22.85 4-3116- .e- 3' R=2869# U=850# W=3-1/2" 9' 23' I HI1 UWLS. 1'KtHAKtU BY I Ht ALHINt JUb UtSlliNtK YKUUKAIVI rKUIVI Special loads ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC - From 74 plf at -3.13 to 74 plf at 7.00 TC - From 74 pif at 7.00 to 74 plf at 16.00 TC - From 74 plf at 16.00 to 74 plf at 26.13 BC - From 20 plf at 0.00 to 20 pif at 7.03 BC -From 10 plf at 7.03 to 10 pif at 7.94 BC - From 20 plf at 7.94 to 20 pif at 23.00 TC - 517 lb Conc. Load at 7.03 BC - 480 lb Conc. Load at 7.03 BC - 1338 lb Conc. Load at 7.94 Bottom chord checked for 10.00 psf non -concurrent live load Deflection meets L/360 live and U240 total load. 7' - - 3' R=2060# U=625# W=3-1/2" DESC. = B4G SEQ = 339224 PLT.TYP: WAVE DESIGN CRIT=FBC2007RESrrP1-2002FTIRT=0%(D%y5(0) QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.2500 .��yyyyppRNN��N .. G, c . REFERTO�CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF - 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE TC DL 15.Opsf DATE 09-26-2011 � e LN, MADISON, INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A ®�� PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL 10.Opsf DRWG KT QUALITY TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,K H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL 0.0psf TOT.LD. 45.Opsf O/A LEN. 23 TEL: (954) 975-3384 FAX: (954) 978-R980 DUR.FAC. 1.25 JOB #: 11 HS169 3120 N.W. 16th TERRACE POMPANO BEAC11, FL 33064 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.011 � TYPE COMN 1 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. b:(11HS169) / B5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 Dense :T2 20 SP #2 N: 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Bot chord 2x4 SP #2 N DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Webs 2x4 SP #3 Wind reactions based on MWFRS pressures. (111) = (J) Hanger not calculated (1)2x6 SP #2 Dense supporting member. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) Bottom chord checked for 10.00 psf non -concurrent live load. TC 68 -3.07 7.50 TC 62 7.50 15.00 Deflection meets U360 live and U240 total load. BC 120 0.15 14.88 MW FRS loads based on trusses located at least 7.50 ft. from roof edge. T13„ _ 7,6" 4.3/16° 'o 3' _ R=954# U=281# RL=165/-191# W=3-1/2" DESC. = B5 PLT. TYP: WAVE a FLORIDA QUALITY TRUSS TEL: (954) 975.3384 PAX: (954) 978-8980 3120 N.W. 1601 TERI ACE POMPANO BEACH, FL 33064 15, DESIGN CRIT=FBC2007RESrrPI-2002 FTIRT-0%(D%)/5(0) QTY=4 TOTAL=4 " TRUSSES REQUIRE EX REME CAKE IN I-AUKIGAI INu, NANULI—, arnrr—, IND 1 r�wno rrv� v'v... "— REFER TpN� O�CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/SSIK) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE R=675# U=173# H=H1 REV. 10.01.01.0604.15 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 = 338369 SCALE=0.3750 REF DATE 09-26-2011 DRWG KT O/A LEN. 15 JOB #: 11HS169 TYPE COMP lob:(11HS169) /B6 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 40 -3.07 18.07 BC 24 0.15 2.17 BC 72 2.17 12.83 BC 24 12.83 14.85 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 4-3f16- 7,6„ 15, THIS DWG. PREPARED BY I Ht ALPINt JU[i UtaIUNMH rttUur%mvi rmum I muoa rvwrn o L I w i 140 mph wind, 15.00 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live (Dad. Deflection meets LI360 live and U240 total load. 7,6„ - 3' sla 2'2" sn.- 5'4" s,,,,- -- 5'4" sre 22" se 3, R=940# U=262# RL=230/-230# W=3-1/2" R=940# U=262# W=3-1/2" DESC. = B6 SEQ = 339178 QTY= 3 TOTAL= 3 REV. 10.01.01.0604.15 SCALE=0.3750 PLT. TYP: WAVE oloiy5(0) ryDyESSIIGNN�CRIT=FBC2007RESRPI-2002FTIRT-0 SSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPINGREFER 70�CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS�PLATE INSTITUTE, TC LL 20.Opsf REF �I 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE TC DL 15.Opsf DATE 09-26-2011 I! INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL 10.Opsf DRWG FLQRM.A KT Q�TAL= TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR BC LL O.Opsf 45.Opsf PLATES ARE MADE OF 20I10116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,K H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS TOT.LD. O/A LEN. 1s TEL: (954) R75-3384 FAX: (954) 978-8980 DURYAC. 1.25 JOB #: 11 HS 169 3120 N.W. 16Ut TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" 1 PrPE COMN POMPANO SEACTI, PL 330" BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. b:(11HS169) /B7 Top chord 2x4 SP 92 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :Stack Chord SC1 2x4 SP #2 Dense::Stack Chord SC1 2x4 SP #2 Dense: Stacked top chord must NOT be notched or cut In area (NNL). Dropped top chord braced at 24" o.c. Intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" o.c. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice lop chord in notchable area using 3x6. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 4-3/16- DESC. = B7 PLT. TYP: WAVE FLORMA QUALI'Y'Y TRUSS TEL1 (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 6'11-1/2" 3'1-9/16" - 27' 5'4" (NNL) 51 _ R=434p]f U=118plf RL=105/-105plf W=27' (Fcperp 565psi) DESIGN CRIT=FSC2007RESrrPI-2002 FT/RT= 0%(0%)/ 5(0) I HIJ UWLi. VKtF'AKtU BY I Ht ALNINt JUIJ UtJIL.NCK YKL)UKAIVI MUM 1 KUbb MrK'.l. LATUU I All plates are 05 except as noted. 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 68 -3.07 2.00 TC 68 0.87 2.10 TC 60 2.10 13.00 TC 68 13.00 14.13 TC 68 13.00 18.07 BC 23 0.29 2.17 BC 72 2.17 12.83 BC 23 12.83 14.71 6'11-1/2" 15' - QTY= 1 TOTAL= 1 5'4" 22" - 3-1-9/16" (NNL) 5- Rtl`ffR'Yb MCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 63719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE R=434plf U=118plf W=2'2" (Fcperp 565psi) REV. 10.01.01.0604.15 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 = 339219 SCALE=0.3750 REF DATE 09-26-2011 DRWG KT O/A LEN. 15 JOB #: 11HS169 lob:(11HS169) /C1 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 62 -3.07 20.07 BC 120 0.15 16.85 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 4-3r16' 8'6" --. 3' - R=1021# U=294# RL=247/-247# W=3-1/2" 17' I NI j UW U. PKtF AKtU tlT I 11t HLrINt JUb UCAIUNCR rmuVmm1V1 rnU1V1 I muaa IVIrR J —1 V V 1 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT ll, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. p Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 8'6" — 3' - R=1021# U=294# W=3-1/211 DESC. = C1 SEQ = 338661 PLT. TYP.-WAVE QTY= 3 TOTAL= 3 REV. 10.01.01.0604.15 SCALE=0.2500 ryryDyyESSIIGNN��CRIIT-FBC2007RESMI-2002FTIRT=0%(0%)l5(0) RE ITO$CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND G. TC LL 20.Opsf REF a.� 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE 15.Opsf LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A TC DL 10.Opsf DATE 09-26-2011 FLORIDA PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL DRWG KT QUA.Y+ITY TmuS.S INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16oA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL O.OPS TOT.LD. 45.Opsf �r O/A LEN. 17 TEL: (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 Qb4 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OFTHIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE COMN POMPANO BEACHRF•7�., 3 BUILDING DESIGNER PER ANS11TPI 1 SEC. 2. lob:(11HS169) / C2G I HI5 UWIJ. PKtF'AKtU by I Ht ALHINt JUt7 Ut5RDINtK YKUuKAIvl rmuivI IKU.7U IVIrr%o L Tuu l Top chord 2x4 SP #2 N 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, Bot chord 2x4 SP #2 N wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Webs 20 SP #3 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) #1 hip supports 7-0-0 jacks with no webs. TC 31 TC 36 -3.07 7.00 7.00 10.00 Left side jacks have 7-0-0 setback with 0-0-0 cant and 3-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and TC 31 10.00 20.07 3-0-0 overhang. Right side jacks have 7-0-0 setback with 0.0-0 cant and 3-0-0 overhang. BC 102 0.15 16.85 Deflection meets L/360 live and U240 total load. 0 CO i 4-3/16- 7' 3' - - 7' - -V 3' - R=1618# U=452# W=3-1/2" 17' 1 M L0 I 3' - R=1618# U=452# W=3-1/2" DESC. = C2G SEQ = 338670 PLT.TYP: WAVE DESIGN CRIT=FBC2007RES/TF$2002FT/RT=0%(0%y5(0) QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.2500 .ryypRN�NQ . G, G, . REFER 70 $GSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF _ 218 NORTH LEE STIR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE THESE FUNCTIONS. UNLESS OTHERWISE 15.Opsf A LN, MADISON, W 153719) FOR SAFETY PRACTICES PRIOR TO PERFORMING INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A CEILING.OF TC DL 10.Opsf DATE 09-26-2011 FI,ORIDA IMPORTANT" FURNISH COPY PROPERLY ATTACHED THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL DRWG KT (� QUALITY TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL O.Opsf TOT.LD. 45.Opsf �✓ O/A LEN. 17 TEL: (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 3120 N.W. 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE HIPS POMEAIVO HEACii, FL 33064 BUILDING DESIGNER PER ANSIITPI 1 SEC. 2. lob:(11HS169) /D1 Top chord 2x4 SP 42 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 :W7 2x4 SP #2 N: :Stack Chord SC1 2x4 SP 92 N::Stack Chord SC2 2x4 SP 92 Dense: Calculated horizontal deflection is 0.20" due to live load and 0.25" due to dead load. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 68 -3.07 2.00 TC 68 0.81 2.10 TC 34 2.10 15.00 TC 68 15.00 16.13 TC 68 15.00 20.07 BC 26 0.00 2.17 BC 85 2.17 14.83 BC 23 14.83 16.71 Top chord overhangs have been checked only for loads as Indicated. Overhangs not checked for man loads or long-term deflection. 7'11-1/2" 12 3X4 6 SIC ,3X4 1116X6(R� M 4X5 v 3X4 o 3X4 Fa 3X6(C6 412X4(2C5 4.3its 6 X5 6 -4h 1 6'7-3/4" b- 3'1-9/16" 2'2" 6,4" (NNL) CP 17' R=1049# U=281# RL=245/-245# W=3-1/2" Z 3X4 THIS DWG. PRtNARtU BY I Ht ALF )Nt Juts UtaloNtn rnuummivi rnum I nu... 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Left cantilever is exposed to wind Stacked top chord must NOT be notched or cut in area (NNL). Dropped top chord braced at 24" o.c. intervals. Attach stacked top chord (SC) to dropped top chord in notchable area using 3x4 tie -plates 24" o.c. Center plate on stacked/dropped chord interface, plate length perpendicular to chord length. Splice top chord in notchable area using 3x6. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L1360 live and U240 total load. N T11-1/2" 3X4 SC2 4 3 4 3X5(135) 4X5 � 4X5 =2X4(C5) =4X5 6'4" - 27' - 3'1-9/16" (NNL) �- 5' _ R=1022# U=277# W=1' DESC. = D1 SEQ = 339097 QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.2500 PLT. TYP: WAVE 5(0) ryryDyyESSIGNN��CRIT=FBC2007RESrrP1-2002FTIRT=0%(0%) TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING. REFLR NESI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF DATE 09-26-2011 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE TC DL 15.0psf INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. FURNISH OF PINE CTS, SIGN TO INSTALLATION ANY ETHE EDEV BCDL 10.0psf DRWG _ F�®IZI�iA KT mussPY QUALITY mussCONFORANCE INC., SHATA NOT BE RESPONSIBLE* FOR ANY AT ON FROM THIS DESIGN; FAILULRE TO BUILD TRUSS NERED MWITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL O.Opsf TOT.LO. 45.Opsf Rat IL_ O/A LEN. 17 TE-Lt (954) 975-3384 PAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS 169 3120 N.W. 16(h TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE SPEC POMPANO BEACH, rL 33064 BUILDING DESIGNER PER ANSIITPI 1 SEC. 2. Top chord 2x4 SP #2 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 50 -3.07 8.50 TC 48 8.50 13.29 BC 22 0.35 2.17 BC 85 2.17 8.50 BC 62 8.50 13.15 4-3116" - 3'- 2'2" THIS DWG. PRtPARLU UY I HL ALPINt JUb UtbIL Nt:K rKULiKAM MUM I muoo Ivlrm a LAT Uu 1 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. pg Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Shim all supports to solid bearing. 8'6" a 4'9-1/2" R=902# U=254# RL=182/-176# W=3-1/2" 6'4" 12'11-1/4" 1 3'3-1/2" 3X4(R) 7p I N N CV Y Y lV 4'6" a 7, R=593# U=148# W=3-1/2" DESC. = D2 SEQ = 339099 PLT.TYP: WAVE QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.3750 ��yyDyyESSIIGNN��CNNRIT=FBC2007RESRPI.2002FT/RT=0%(0%)/5(0) TRUSSES REQUIRF EXTREME CARE IN FABRICATING, HANDLING, SHI PING, INSTALLING AND BRACING. REF IRNNUS1 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE THESE FUNCTIONS. UNLESS OTHERWISE TC DL 15.Opsf DATE 09-26-2011 LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. ••IMPORTANT'• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BCDL 10.0psf DRWG FI.OR>®A KT QU-U-= TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,HISSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL 0.0PSf TOT.LD. 45.Opsf O/A LEN. 130308 TEL- (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS 169 3120 N.V. 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE COMN Foy"ANO BEACH, F1..33064 BUILDING DESIGNER PER ANSIITPI 1 SEC. 2. ob:(11HS169) 1D3 Top chord 2x4 SP #2 N Bot chord 2x4 SIP #2 N Webs 2x4 SP #3 Left cantilever is exposed to wind In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 41 0.00 8.50 TC 45 8.50 13.29 BC 22 0.35 2.17 BC 85 2.17 8.50 BC 62 8.50 13.15 io rh r; 2X4(A1) T 4-3116" 1 I r1IJ UVVLi. 1'Ktl'AKCU CT I r1t ALYINC JUL) UWIUINCII rtSUurwm 1R 11 In -m 1----I 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 It from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. oP C Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L1240 total load. Shim all supports to solid bearing. 6'6" 4'9-1/2" X5(R) i2 �_ 2,2„ 6,4„ a 4'6" - �, 13'3-1/2" R=643# U=155# RL=143/-111# W=3-1/2" R=627# U=163# W=3-1/2" DESC. = D3 SEQ = 339101 PLT.TYP: WAVE QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.5000 ryDyESSIIGNN�CRIT=FBC2007RES11PI-2002FT/RT=0%(0%)/5(0( REFER 70(yC- TRUSSES RFuuRE EXTREME CARE IN FABRICATING, HANDLING. SFI I B SI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, C 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE FUNCTIONS. UNLESS OTHERWISE TC ILL 20.Opsf 15.Opsf REF DATE 09-26-2011 LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TC DL BC DL 10.0psf DRWG "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, KT QuFLOR1DA Y1TY T��1�5; INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC ILL.O.Opsf TOT.LD. 45.Opsf O/A LEN. 130308 TEL: (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 3120 N.W. 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" T'IPE COMN POMPANO BEACH, FL 33064 _ _ ___ • BUILDING DESIGNER PER ANSIITPI 1 SEC. 2. b:(11HS169) /D4 Top chord 2x4 SP #2 N Bol chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 42 0.00 7.46 TC 48 7.46 12.25 BC 14 0.00 1.13 BC 85 1.13 7.46 BC 62 7.46 12.10 MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 1113X5 7'5-1/2" E K,! R THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, Wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent five load. Deflection meets L/360 live and U240 total load. Shim all supports to solid bearing. 4'9-1/2" N_ �_� 64" 4'6" - R=578# U=137# RL=125/-102# W=3-112" DESC. = D4 PLT.TYP: WAVE FL®RMA QUALITY 'TRUSS TEL: (954) 975-3384 FAX: (954) 978-11980 3120 N.W. 16th TERRACE gOMPANO BEACH, FL 33064 DESIGN CRIT=F8C2007RESrrPI-2002 FT/RT=0%(0%)I S(0) QTY= 3 TOTAL= 3 N • 1 NUSetS ItCUu,Kt CA I FtCNIC I.HRC Iry 1MO —, ""I nnrv,�-- "", w, , "'--- .n.,..,,.....,, — R O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, AND,BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC„ SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE X4(R) t R=594# U=1559 W=3-1/2" REV. 10.01.01.0604.15 SEQ = 339103 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 09-26-2011 DRWG KT O/A LEN. 120300 DUR.FAC. 1.25 JOB #:11HS169 SPACING 24.0" TYPE COMN GG:k I INN -lost IUD Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 End verticals not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 32 0.00 2.63 TC 66 2.63 7.63 TC 24 7.63 9.58 BC 64 0.00 9.58 — 2'7-1/2" m c6 fV 4'9-1/2" — R=460# U=78# RL=114/-42# W=3-1/2" Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 1 located at 0.00' 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. Al " MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 5' — — 1'l1-1/2" — 4'9-1/2" R=460# U=164# W=3-1/2" DESC. = D5 SEQ = 339181 PLT.TYP: WAVE QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.5000 ryryDrpSSIIGNNCRIIT=FBC2007RESfTPI-2002FT/RT=0%(6%)l5(0) TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, IN REFEM $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC ILL 20.Opsf REF 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE UNLESS 15.Opsf _ LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, TC DL BC DL 10.Opsf DATE 09-26-2011 FORMA DRWG KT QiTFiI.Y3'Y TRUS-7 INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,HISSIK) ASTM A653 GRADE 40I60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL 0.0psf TOT.LD. 45.Opsf �+T O/A LEN. 90700 TEL: (954) 975-3394 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS 169 3120 N. W. 16Cb TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT SPACING 24.0" TYPE COMN POMPANO BEACH, M 330" DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE ,, BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. ob:(11HS169) /D6 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 End verticals not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 60 0.00 4.95 TC 65 4.95 9.44 TC 65 4.95 9.58 TC 65 9.44 9.44 TC 60 4.95 4.95 BC 64 0.00 9.58 — 47-1/2" — �— 4'9-1/2" R=460# U=65# RL=79/-40# W=3-1/2" THIS DWG. PREPARED BY THE ALPINE JUB Ut511iNtK PKUIiKAM r-KUM I KUbb IVIrrCb LATUU I Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 1 located at 0.00' 140 mph wind, 15.00 ft mean hgl, ASIDE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Ilk Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and LI240 total load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4'11-1/2" c 9'3-1/2" 9'7" Ia 1119YA 4'9-1/2" R=460# U=109# W=3-1/2" DESC. = D6 SEQ = 339190 PLT.TYP: WAVE DESIGN CRIT-FBC2007RESlTPI-2002FTIRT=0%(0%)/5(0) QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.3750 ryyppN� o .TRUSSES RE IRE XTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TOBC51 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF DATE 09-26-2011 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE TC DL 15.Opsf INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL 10.Opsf DRWG FLOIUDA KT QUALITY muss INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL O.Opsf TOT.LD. 45.Opsf O/A LEN. 90700 - TEL: (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS 169 3120 N.W. 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 2 TYPE COMN POMPANO BEACH F1.33064 • BUILDING DESIGNER PER ANSIITPI 1 SEC. 2. lob:(11HS169) /D7 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 End verticals not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 6.95 TC 36 6.95 9.44 TC 36 6.95 9.58 BC 64 0.00 9.58 67-1/2" .. 2'11-1/2" — �— 4'9-1/2" R=460# U=99# RL=46/-23# W=3-1/2" N 9'3-1/2" 12 6 III9Xd CO 6 (D THIS UWG. NRtHAKtU 13Y I Ht ALYINt JUb UtJIL3NtK F'KUL3mmiv1 rKUm 1 KUOJ IVIrK a �T vu I Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 1 located at 0.00' 140 mph wind, 15.25 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. ' Bottom chord checked for 10.00 psf non -concurrent live load. ` Deflection meets L/360 live and L/240 total load. MWFRS loads based on trusses located at least 15.25 ft. from roof edge. 4'9-1/2" R=460# U=111# W=3-1/2" DESC. = D7 SEQ = 339198 PLT.TYP: WAVE DESIGN CRIT=FBC2007RESnPI-2002FTIRT-0%(0%)I5(0) QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.3750 N .. G, G, INSTALLING AND BRACING. o � S D BY TPI TRUSS PLATE INSTITUTE REFER iOSCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED ( MAP TC LL 20.0 sf P REF 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE THESE FUNCTIONS. UNLESS OTHERWISE TC DL 15.Opsf DATE 09-26-2011 LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL 10.Opsf DRWG F`LORMA KT QUAY•ITY muss INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,WH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-202 SEC. 3. A SEAL ON THIS BC LL O.Ops TOT.LD. 45.Opsf O/A LEN. 90700 TE-L- (954) 975-3384 FAX: (954) 978-8980 DURYAC. 1.25 JOB #: 11 HS 169 3120 N. W. 16th TEPLRACF DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" T-�PE COMN POMPANO SEAC11� FL 33064 4 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. ob:(11HS169) /DB Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. 1113X4 I r11J UVVL3. rHtrAKCU r3T I r1t ALrINr JUD UCORarvr=n r­v, rn�rvi i woo rvirr� a v+v+ 140 mph wind, 15.51 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 9.586 BC 64 0.00 9.58 MWFRS loads based on trusses located at least 15.51 ft. from roof edge. )X4 1112X4 = 3X4 Li =6X6 co N CV Q 6 12 1113X4 4'9-1/2" R=443# U=130# W=3-1/2" 4'9-1/2" - R=443# U=130# W=3-1/2" DESC. = D8 SEQ = 339200 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.5000 PLT.TYP: WAVE QTY= ryryDyyESSIGNN��CRan=FBC2DD7RESrrPI.2002FTIRT=0%(D%YSIM REFS N$CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TR E EXTREME CARE: IN FABRICATING, TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STIR SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE FUNCTIONS. UNLESS OTHERWISE TC LL 20.Opsf TC DL 15.Opsf REF DATE 09-26-2011 LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. BCDL 10.Opsf DRWG FL®�ZIDA "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, KT QUC TAJ-rr TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC ILL O.Opsf TOT.LD. 45.0 psf O/A LEN. 90700 TBL: (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 3A2 Lv. W. TF, E DRAWING DES GN SHOWNINDICATES E SUITABILITY AND U E OF TIONAL ENGINEERING RESPONSIBILITY HIS COMPONENT FOR ANY BUILDING IS TTHELY FOR THE TR USS RESPONSIBILITY OF THE COMPONENT SPACING 24.0" 1'�(pE COMN ]BEACH, rL 3 POnuntvOIIEACH,PL33064 � w r BUILDING DESIGNER PER ANSVTPII SEC.2. b:(11HS169) ID9 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. 1113X 9,7„ 4'9-1/2" R=443# U=137# W=3-1/2" DESC. = D9 PLT. TYP: WAVE FLORIDA QUALITY TRUSS TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. I6th TERRACE POMPANO BEACH, FL 33064 DESIGN CRIT=FISC2007RESITPI-2002 I HIb UVVIi. F'KtVAKtU BY I Ht ALYINt JUC UtbIUNtK YKUbKAIVI rKum I KUoo IVIrM 0 LMl UU I 140 mph wind, 16.19 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 9.58 BC 64 0.00 9.58 MWFRS loads based on trusses located at least 16.19 ft. from roof edge. 1113X4 4'9-1/2" — R=443# U=137# W=3-1/2" QTY= 1 TOTAL= 1 RUN T61csi (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STIR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY , INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC ILL 0.0psf TOT.LD. 45.Opsf DURYAC. 1.25 SPACING 24.0" SEQ = 339202 SCALE=0.3750 REF DATE 09-26-2011 DRWG KT O/A LEN. 90700 JOB #: 11HS169 TYPE FLAT b:(11 HS169) / K1 I PIIb UVNIi. YKtF'AKtU by I r1t ALYINC JUD UtbIVNrm rKUUKAIvI rKUIVI I KUOJ Ivlrm a L i Vu l Top chord 2x4 SP #2 N 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, Bot chord 2x4 SP #2 N wind BC DL=5.0 psi. Iw=1.00 GCpi(+/-)=0.18 In lieu of structural panels or rigid ceiling use purlins: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) TC 68 -3.07 2.00 Bottom chord checked for 10.00 psf non -concurrent live load. , TC 27 2.00 BC 44 0.15 4.00 3.85 2' Deflection meets L/3 Ne and L/240 total Ioz. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term ' deflection. 3X4 I CO=2X4(A1) c� v 12 8 4-3/A16"CD to CV DESC. = K1 PLT. TYP: WAVE DESIGN CRIT=FSC2007RESnPI-2002 1� FL®RMA QUALITY TRUSS TE-L: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16t6 TERRACE FOMFANO, 13EACII, FL 33064 3' R=515# U=179# RL=72/-98# W=3-1/2" QTY= 2 TOTAL= 2 REPER'TOT3CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 4' R=101# U=89# W=3-1/2" REV. 10.01.01.0604.15 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 = 338784 SCALE=1.0000 REF DATE 09-26-2011 DRWG KT O/A LEN. 4 JOB #: 11FIS169 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x6 SP #2 Dense In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 68 -3.07 2.00 TC 10 2.00 2.78 BC 32 0.15 2.78 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 4-3 16" 1 DESC. = K2 PLT. TYP: WAVE DESIGN CRIT=FSC2007RESRPI-2002 FLORIDA Q�IALITY TRUSS TEL- (954) 975.3384 PAX: (954) 978-8980 3120 N.Y. 16th TERRACE JPOMPANO BEACH, PL 33064 I nib UVVU. VKCYAKCU DT I MC ALr-IINC JVD UWIUrvCM rMUUMMIVI r-Y1 140 mph Wind, 15.00 ft mean hgt, ASIDE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. 2' Deflection meets L/319 RAM0 l al load. =3X4 2'9-5/16" 3' R=506# U=189# RL=87/-88# W=3-1/2" QTY= 1 TOTAL= 1 RUNT13%csi (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE R=31/-21# Rw=103# U=111# W=9-13/16" REV. 10.01.01.0604.15 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 = 338791 SCALE=1.0000 REF DATE 09-26-2011 DRWG KT O/A LEN. 20906 JOB #: 11HS169 TYPE COMN lob:(11HS169) /Li Top chord 2x4 SP #2 N Bot chord 2x4 SP 92 N Webs 2x4 SP #3 :W2 2x6 SP #2 Dense: 140 mph wind, 16.49 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere In roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and U240 total load. 00 Do CV 2X4(A1) a 4-7116' 1 4'10-7/8" =4X5 9'9-3/4" THIS DWG. NKtHARtD t-RUM UUMHU I tK INVU I (LUAU) R UIMCNJIV NJ)JUCNII I I tU CT I KVJJ IVIr'K. Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires verification for accuracy. Special loads ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC - From 2 plf at -0.14 to 2 plf at 4.89 TC - From 2 plf at 4.89 to 2 plf at 9.92 p BC - From 2 plf at -0.02 to 2 plf at 9.79 TC - 8 lb Conc. Load at 3.49 6.28 SC - -18 lb Conc. Load at 3.49 6.28 C In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 65 -0.02 9.79 BC 75 -0.02 —L7—' 1'5-1/2" — 4'10-7/8" R=359# U=113# W=5-11/16" R=359# U=113# W=5-11/16" DESC. = L1 SEQ = 223848 PLT.TYP: WAVE DESIGN CRIT=FBC2007RES/TPI-2002FTIRT=0%(0%I/S(0) QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.7500 ryyppN�NQu G, V, INSTALLING BRACING. REFER Tb BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE 15.Opsf LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A TC DL 10.0psf DATE 09-26-2011 %LOR�A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL DRWG KT QU,kL= TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z, ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEXA3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL 0.0psf TOT.LD. 45.Opsf O/A LEN. 90905 TEL: (954) 975,3384 FAX: (954) 978-8080 DURYAC. 1.25 JOB #: 11 HS169 3120 N.W. 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE HIP JACK POMPANO BEACH FL 33064 a ' BUILDING DESIGNER PER ANSIRPI 1 SEC. 2. — b:(11HS169) /EJ7 Top chard 2x4 SP #2 Dense Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.05 7.02 BC 75 0.16 7.02 MWFR5 loads based on trusses located at least 7.50 ft. from roof edge THIS DWG. PREPARED BY THE ALPINt JUB UttmGNtK VIIIJUKHNI MUM I KUOO IVIrK J L T llU I 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. 3, 7, R=615# U=155# RL=219/-125# W=3-1/2" DESC. = EJ7 PLT.TYP: WAVE DESIGN CRIT-FBC2007RESRPI.2002FT/RT=0%(0%V5(0) QTY= 15 TOTAL= 15 FLORIDA QUAUrrY TRUSS TEL-(950 975.3384 FAX: (954) 978.8090 3120 N.W. 16th TERRACE j.TOMPANO BEACH; FL 33064 R=200# U=123# io M O_ fM � _ I NAILED R=122# NAILED R0EN TO Tim (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY I PI (I Hubb rLA It INb I I I U I e, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC, 3,, A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENI DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 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 = 338976 SCALE=0.5000 REF DATE 09-26-2011 DRWG KT O/A LEN. 7 JOB #: 11HS169 TYPE EJACK b:(11HS169) /E.171 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.07 7.00 BC 42 0.15 3.67 BC 42 2.18 3.52 BC 42 3.52 7.00 T 4-3116" 1 DESC. = EJ71 PLT. TYP: WAVE THIS DWG. PRtPARtU UY I Ht ALPINt JUC UCbjuNtrt Yrtuummm rRUm I muaa ivi n a � i — i 140 mph wind, 15.00 ft mean hgl, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. re-- 3' -- 1'11-1/2" - 1'8-1/2"-- 3'4" FLON, QUAUMY TRUSS TEL: (954) 975-3384 FAT[: (954) 978.8990 3120 N.W. 16th TERRACE. ,r0MVAN0 SEAQ.H, FL 33064 R=615# U=155# RL=219/-125# W=8" GESIGN CRIT-F8C2007RESrrPF2002 7' QTY= 4 TOTAL= 4 R=196# U=115# NAILED I m co _ r o io � N M fV p M 1 R=116# NAILED R61`1 9TiibCSl (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLA I t INS I I I u I t, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 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 = 338677 SCALE=0.5000 DATE 09-26-2011 DRWG KT O/A LEN. 7 JOB #: 11HS169 TYPE EJACK lob:(11HS169) /EJ7A Top chord 2x4 SP SS Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 7.00 BC 75 0.15 7.00 MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 2X4(A1) 1 4-3/16" 1 R=334# 11115 UVyu. NKtYAKtU by I HE ALYINt JUIJ UCJIUNtK rmuuKAIv1 rKUIv1 I K000 1vlrm 0 LHT UU 1 140 mph wind, 15.00 ft mean hgl, ASIDE 7-05. CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. R=232# U=139# NAILED ?# NAILED DESC. = EJ7A SEQ = 338394 PLT.TYP: WAVE DESIGN CRIT-FBC2007RESRPI-2002FT/RT=0%(D%)/510) QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.7500 .ryyppN�Na . c G, REFER i0 $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE 15.Opsf LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A ROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, TC DL BC DL 10.Opsf DATE 09-26-2011 c�� A FLORIDAAK DRWG KT QUl/iI. = TRUSS INC., SHALL BE RESPONSIBLE FOR ANYIN CONFORMANCOE WITH TPI OR FABRICATING, HANIDLING, ATION SHI PINGFROMI, INSTALLING & FAILURE BRACING OF TRUSSES. DESIGN: ANY TO BUILD THETRUSS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,HISSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC ILL 0.0psf TOT.LD. 45.Opsf O/A LEN. 7 TEL: (954) 975-3384 TAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS 169 3120 N. W. 16th TLRRACF. 401VIP,km mAgn, rL 33064 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGNS OWN. THE SUITD US2E OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE EJACK AABI PI 1 ob:(11HS169) /EJ7G Top chord 2x4 SP #2 N Bot chord 2x6 SP #2 Dense Webs 2x4 SP #3 (1-111) = (J) Hanger not calculated (1)2x6 SP SS supporting member. Girder supports 15-0-0 span to BC one face and 2-0-0 span to TC/BC split opposite face. Deflection meets U360 live and U240 total load. =2X4(A1) 1 4-3f16" Y 0 Hlb UWU. HKtHAKtU t3Y I HE ALVIINC JUtl UCbIUIVam rRUURMIVI rRUNI I RUOO IVIrR O— I UU1 140 mph wind, 15.00 ft mean hgt, ASIDE 7-05, CLOSED bldg, Located anywhere in roof, CAT 11, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 54 0.00 7.00 BC 82 0.15 7.00 IIIOVA H=H1 t U=360# DESC. = ERG SEQ = 338617 PLT.TYP: WAVE DESIGN CRIT=FBC2007RESRPI-2002FTIRT=0%t0%p5(0) QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.7500 N .. G, G AND BRACING. "yyppN� Q �P T USS PLATE INSTITUTE REFER TO $C51 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY T I (R TC LL 20.0 sf P REF � 218 NORTH LEE STIR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE FUNCTIONS. UNLESS OTHERWISE DL 15.Opsf DATE 09-26-2011 II ,, LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TC BC DL 10.Opsf DRWG FLOIUDA 'IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, KT QUALITY TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR BC LL O.OpS 45.Opsf t PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS TOT.LD. O/A LEN. 7 TEL: (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS 169 3120 N.W. 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE MONO 40M{'ANp BEACH, FL 330sa BUILDING DESIGNER PER ANSIITPI 1 SEC. 2. lob:(11HS169) /CJS Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.07 5.00 BC 58 0.15 5.00 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. T 4-3/16" 1 Into UVVU. rnrrAKt:U nT I r1r MLrIIVr JUO UWIVIVCR rMUURMIVI FMUIVI I I`- J-- LMI lIV I 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TIC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L/240 total load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. R=118# U=76# NAILED in o_ (V V' - 3' 5' - R=544# U=152# RL=173/-108# W=3-1/2" R=79# U=3# NAILED DESC. = CJ5 SEQ = 338392 PLT.TYP: WAVE QTY= 6 TOTAL= 6 REV. 10.01.01.0604.15 SCALE=0.5000 ryryDyyESSIIpONNN��CRIT=FBC2007RESMI-2002FTIRT=0%(0%)/5(0) HIPPING, INSTALLING A D BRACING. REFEFt70�CS1 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TRUSSIES REQUIRE EXTREME CARE IN FABRICATING, TPI (TRUSS PLATE INSTITUTE, TIC LL 20.Opsf REF 218 NORTH LEE STR., SUITE VA. AND WTCA (WOOD TRUSS COUNCIL OF ER ENTERPRISE 15.Opsf LESS OTHERWISE LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE SA ETY PRACTICES PRIOR INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, TIC DL BC DL 10.Opsf DATE 09-26-2011 Q��� DRWG KT qUA -17 TRUSS INC., SHALL NOT BE RESONSIBLE FOR ANY DEVIATION FROM THIS DESI; ANY TO BUILD THEIN CONFORMANCE WITH TPP OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 FAILURE BRACING OF TR SSES.TRUSS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16CA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL O.Opsf TOT.LD. 45.Opsf O/A LEN. 5 TEL: (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS 169 3120 Lv. W. 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGNSHOWN. THE SUITABILITANDOF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE JACK F,OMP(%NO HEACJI, FL 33064 N RYANSPSECS2E ob:(11HS169) /CJ51 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.07 5.00 BC 42 0.15 3.67 BC 42 2.18 3.52 BC 18 3.52 5.00 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. T 4-3116" THIS DWG. PREPARED BY THE ALPINE JUb utbILiNtrc PKUIOKAIVI rmum I RUOO IVIrm O — V V I 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. FFFggg Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L/240 total load. MW FRS loads based on trusses located at least 7.50 ft. from roof edge. R=117# U=70# NAILED I ZD io C? SID 1 �-- — 3' s4 1'11-1/2" — 1'8-1/2" — 1'4" — 5' R=544# U=152# RL=1731-108# W=8" R=74# U=9# NAILED io co 0 CV DESC. = CJ51 SEQ = 338813 QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0,5000 PLT. TYP: WAVE ryryDyyESSIIGNN��CRIIT=FSC20D7RES/TPI-2002FTIRT=0%(0%y5(0) REFETi70 SCSI (BUTE EXTREME CARE IN FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING. ILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF DATE 09-26-2011 _ 218 NORTH LEE STIR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE TC DL 15.Opsf INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL 10.Opsf DRWG FLORMA KT QUALITY TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/SSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC ILL 0.0PSf TOT.LD. 45.Opsf O/A LEN. 5 TEL: (954) 975-3394 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 312D PT. W. 16Ur TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE JACK j'OMjANO BEAQ:II, FL 33064 BUILDING DESIGNER PER ANSIfTPI 1 SEC. 2. b:(11HS169) /CJ51 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -2.57 5.00 BC 42 0.15 3.67 BC 42 2.18 3.52 BC 18 3.52 5.00 T 4.3116" 1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf, Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. MWFRS loads based on trusses located at (east 30.00 ft. from roof edge. R=126# U=49# NAILED 2'6" - - - 1111-1/2" - 1-8-1/2" - - 1'4" — 5' — R=485# U=104# RL=116/-97# W=8" CID C? o (6 R=81# NAILED DESC. = CJ51 SEQ = 338808 QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.5000 PLT.TYP: WAVE DESIGN CRIT=FBC2007RES/TPI-2002FT/RT=0%(0%)/5(0) �N��I G G AND BRArING. CSI COMPONENT SAFETY INFORMATION), PUBLISHED IN , S (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF R O (BUILDING 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE.FUNCTIONS. UNLESS OTHERWISE TC DL 15.Opsf DATE 09-26-2011 DRWG INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL 10.Opsf �,��� KT QUAI..IT3C' TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SSIK) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC ILL O.Opsf TOT.LD. 45.Opsf O/A LEN. 5 ( TEL: (954) 97S-3384 DUR.FAC. 1.25 JOB #: 11 HS 169 FAX: (954) 978-8980 3120 N.W.1601 TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE JACK 90MTlANO IIEAG1i F1 33054 D„ii ___ nCCI_0 DFD AI.ICIITDI i CFf: 9 lob:(1 1 HS1 69) 1CJ41 Top chord 2x4 SIP #2 Dense Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.13 3.21 BC 37 0.15 3.21 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 4-91116" 1 I PIIJ UVVU. PhtPARtU by I Nt ALPINC JUb UC0IUI1IMM IrMUURAIVI rMUIVI I MU--'Y J — V V I 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. pg��y`y6 Deflection meets L/360 live and L/240 total load. R=22# Rw=61# U=52# NAILED "v M CV fh 3'0-3/4" slo 32-1/2" - R=516# U=171# RL=133/-93# W=7-1/4" R=38/-8# Rw=42# U=24# NAILED DESC. = CJ41 SEQ = 338681 PLT. TYP: WAVE QTY= 6 TOTAL= 6 REV. 10.01.01.0604.15 SCALE=0.7500 ryryDyyESSIIpGNN��CRIT=FSC2007RES/TPI-2002FT/RT=0%(D%y5(0) TRUSSES REQUIRE I: ATING, HANDLING, SHIPPING. INSTALLING ANU REFER USI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, BRACING. TC LL 20.Opsf REF � 218 NORTH LEE STIR., SUITE VA. AND WTCA (WOOD TRUSS COUNCIL OF ENTERPRISE 15.Opsf LESS OTHERWISE ER LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE SA ETY PRACTICES PRIOR INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A RIGID CEILING. TC DL 10.0psf DATE 09-26-2011 kI.®�%i� PROPERLY ATTACHED "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BCDL DRWG KT p trasV �vC�i a 1 TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 201181166A (W,H/SSIK) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC.3. A SEAL ON THIS BC LL O.Opsf TOT.LD. 45.Opsf - O/A LEN. 30208 TEL: (954) 975.3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 3120 N.W. 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE HIP JACK -.wOMP�+iNO BEACtH, FL 33064 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. ,b:(11HS169) /CJ3 Top chord 2x4 SP 92 Dense Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.07 3.00 BC 34 0.15 3.00 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 1 4-3116" 1 DESC. = CJ3 PLT.TYP: WAVE ,,;:: � �, �Z_s � - � FLORIDA I U,k ITX TRUSS TEI.: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 1601 ITERRACE ,ROMP,OAIVO BEACH, FL 33"A THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 140 mph Wind, 15.00 ft mean hgl, ASCE 7-05, CLOSED bldg. Located anywhere in roof, CAT Il, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. R=13# Rw=61# U= co M O u 3' 3' — R=505# U=172# RL=127/-90# W=3-1/2" DESIGN CRIT=FBC2007RESrrPI-2002 FTIRT= r 54# NAILED i R=32/-13# Rw=43# U=28# NAILED 6 TOTAL= 6 R11FI WT313CS1 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 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" N SEQ = 339228 SCALE=0.7500 REF DATE 09-26-2011 DRWG KT O/A LEN. 3 JOB #: 11HS169 TYPE JACK ob:(11HS169) ICJ31 Top chord 2x4 SP #2 Dense Bot chord 2x6 SP #2 Dense In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.71 0.00 TC 75 0.12 0.17 TC 75 0.00 2.36 BC 26 0.12 2.36 Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. DESC. = CJ31 PLT. TYP: WAVE S L®=A QUAL= TRUSS TEL- (954) 975-3384 FAX- (954) 978-9990 3120 N.W. 16th TERRACE • FOAMNNO BEACH, FL 33064 THIS DWG. PREPARED BY THE ALPINE JUB L1tbILiNtK PRUUKAIv1 MUM I KVbb Iwrm o v T uu I 140 mph wind, 15.00 ft mean hgl, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+I-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets W60 live and L/240 total load. R=-96# Rw=110# U=134# NAILED 37-11/16' 2'4-5/16" R=628# U=255# RL=124/-98# W=10-9116" R=16/-39# Rw=49# U=43# NAILED DESIGN CRIT-FBC2007RESRPI-2002 FTIRT=0%(0%)15(0) QTY= 1 TOTAL= 1 REWTO'BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STIR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 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 = 338800 SCALE=0.7500 REF DATE 09-26-2011 DRWG KT O/A LEN. 20405 JOB #: 11HS169 TYPE JACK no noclr_e.ICo DDnrD Ann LDMA TPI IQ KAPD!C 1 AVnI IT I0D:k1 Trl l IbU) / WJL ...._ _.. _...._.....__ _ . ..._.. _-_ _ Top chord 2x4 SP #2 N 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, Bot chord 2x6 SP #2 Dense wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.16 In lieu of structural panels or rigid ceiling use purlins: Wind reactions based on MWFRS pressures. CHORD SPACING(IN OC) START(FT) END(FT) TC 32 0.12 0.17 Bottom chord checked for 10.00 psf non -concurrent live load. TC 32 0.00 2.36 BC 26 0.12 2.36 Deflection meets U360 live and L/240 total load. MWFRS loads based on trusses located at least 15.00 ft, from roof edge. R=76# U=34# NAILED 12 6 =3X4(B1) m M 6 co 2'4-5/1 6" - R=116# U= # RL=39# W=10-9/16" R=47# NAILED DESC. = CJ32 SEQ = 338803 PLT. TYP: WAVE DESIGN CRIT=FBC2007RESRPI-2002FT/RT=0%(0%)/S(0) QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=1.0000 N .. G, s INSTALLING AND BRACING. ��yyyyppppNN�� � TRUSS PLATE INSTITUTE REFE�F1�iO�CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI ( TC ILL 20.0 sf P REF 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE 15.Opsf " LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TC DL BC DL 10.0psf DATE 09-26-2011 DRWG ti ��s "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, KT G, UALIIT3t TRUSS INC:, SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1)SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC ILLO.Opsf TOT.LD. 45.Opsf O/A LEN. 20405 TEL: (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 3120 N.W. 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.01, TYPE JACK ROM1'�NO I3EACIFI, FI.33064 BUILDING DESIGNER PER ANSIITPI 1 SEC. 2. lob:(11HS169) ICA Top chord 2x4 SP #2 N Bet chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 55 -3.07 1.00 BC 10 0.15 1.00 Shim all supports to solid bearing. zt ch 1 3-3/16" 1 I HIS UVVU. HKt)'AKtU [6Y IHE ALVINC JVn UWIbINCIN rrt ' , - m11- — - 140 mph wind, 15.00 R mean hgl, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. R=-49# Rw=22# U=15# NAILED .m 41 - R=121# U=13# RL=94/-36# NAILED R=323# U=155# W=3-1/2" R=-169 Rw=14# U=4# NAILED DESC. = CJ1 SEQ = 338503 PLT. TYP: WAVE DESIGN CRIT=FBC2007RESrrPI-2002FTIRT=O%(0%)15(0) QTY= 6 TOTAL= 6 REV. 10.01.01.0604.15 SCALE=1.0000 ryryyypp NN�� , s REFER�70TCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA, 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE FUNCTIONS. UNLESS OTHERWISE TC LL 20.Opsf DL 15.Opsf REF DATE 09-26-2011 LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. TC BC DL 10.0psf DRWG OWDA **IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, KT �uny muss p2U INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL O.Opsf TOT.LD. 45.Opsf O/A LEN. 1 TEL: (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 3120 N.W. 16th TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.OII I TYPE JACK I-OMrANO 13EACti, FL 33064 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. lob:(11HS169) ICJ21 Top chord 2x4 SP 92 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Left and right cantilevers are exposed to wind Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L/240 total load. - 1'1-1R_4/-7 "kw=13# U=45# NAILED 1112X4 12 8 co u5 2X4(A1) zz Do 4-7/116" 1112X4 Ll Y R=256# U=20# RL=79/-34# W=4" R=-25# Rw=16# U=22# NAILED I HIS UWG. HHEPAHEU 6Y I HE ALPINt- JUIJ UtSIGNtK YKUUKHIVI MUNI I Kuoo Ivlrna LAY Uu 1 140 mph wind, 16.13 It mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+f-)=0.18 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 35 -0.01 2.44 BC 29 -0.01 2.44 DESC. = CJ21 SEQ = 223842 PLT. TYP: WAVE FTIRT=0%(0%y5(0) QTY= 8 TOTAL= 8 REV. 10.01.01.0604.15 SCALE=1.0000 ryryDESSIIGNN�CRIIT=FBC2007RESMI-2002 TRUSSES REQUIRE E ATING, HANDLING, SHIPPING, INSTALLING AND BRACING. REM o $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF 09-26-2011 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE UNLESS OTHERWISE 15.Opsf LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A TC DL 10.Opsf DATE ,y -..®� PROPERLY ATTACHED RIGID CEILING. ALPINE ENGINEERED PRODUCTS, SIGN TO INSTALLATION ANY * FURNISH COPY OF THIS EDEVIAT BCDL DRWG KT QUALY� Y MUIPS INC., SHALLNNOCTOR. T BE RESPONSIBLE FOR ANY ON FROM THIS DESIGN; FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR BC LL O.Opsf - PLATES ARE MADE OF 20/18116GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS TOT. LD. 45.0 psf O/A LEN. 20504 T1GL: (954) 975.3384 PAX: (954) 978-8980 DURYAC. 1.25 JOB #: 11 HS 169 3120 N. W. 16th TERRACF, DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE JACK FOMPtYNO BEAC)Tt, FL 33064 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. b:(11HS169) /HJ7 Top chord 2x4 SP 92 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Special loads ----(Lumber Dur.Fac =1.25 / Plate Dur.Fac=1.25) TC - From 0 pit at -4.34 to 110 pit at 0.00 TC - From 0 pit at 0.00 to 174 pit at 9.84 BC - From 0 plf at 0.00 to 47 pit at 9.84 TC - 121 lb Conc. Load at -3.75 Wind reactions based on MWFRS pressures 4.3116" DESC. = HJ7 PLT. TYP: WAVE �-- 4'2-15/16" 9'10-1/16" R=816# U=277# W=4-3/16" FLORMA. Q IUAL= TRUSS TEL- (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE 6'0MRANO BEACH, FL 33064 THIS DWG. PREPARED BY THE ALPINE JOB UE5IGNEK YKUUKAM MUM I KUt1a Mr -Ka Lt%YUU 1 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 9.85 0.1 BC 116 0.16 9.85 Deflection meets L/360 live and L1240 total load. (1) 2x4X10-0-0 SP 92 Dense Top chord scab centered 0-5-11 from left end. Attach to one face of chord with (2) rows of 0.131"x3" nails @ 6" O.C., staggered 3". �- 3'9-15/16" R=284# U=129# NAILED 00 ih cb in DESIGN GRIT-FSC2007RESRPI-2002 FTIRT=0%(0%)/5(0) QTY= 3 TOTAL= 3 R=347# U=102# NAILED RNMICS1 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/SS/K) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT nFSIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 TC ILL 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 = 338642 SCALE=0.3750 REF DATE 09-26-2011 DRWG KT O/A LEN. 91001 JOB #: 11HS169 TYPE HIP, --JACK ob:(11 HS169) / HJ71 THIS DWG. PREPARED FROM COMPUTER INPU I (LUAU5 a UIMtNbIUNb)SUBMI I I tu, DY I RUS, Mr-R. Top chord 2x4 SP #2 Dense :T2 2x4 SP 92 N: Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires Bot chord 2x4 SP #2 Dense verification for accuracy. Webs 2x4 SP #3 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Special loads DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 --(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC - From 74 pit at -3.13 to 74 plf at 6.11 In lieu of structural panels or rigid ceiling use purlins: TC - From 72 pit at 6.11 to 72 pit at 7.31 BC - From 20 pit at 0.00 to 20 pit at 7.31 CHORD SPACING(IN OC) START(FT) END(FT) TC 15 - .0 6.11 31 Load 6.11 TC ` 1 TC - 152 lb Conc. at BC - 166 lb Conc. Load at 6.11 BC 75 0.15 7.31 Wind reactions based on MWFRS pressures. Bottom chord n,2c�e/g,for 10.00 psf non -concurrent live load. 6'1-5/16" Deflection meets L/360 live and U240 total load. 12 4.24 p T 4-3116" I _ 3' 7'3-11/16" R=680# U=199# RL=218/-123# W=8" DESC. = HJ71 PLT. TYP: WAVE DESIGN CRIT=F1302007RES/TPI-2002 FTIRT= FLORMA QUALITY TRUSS TEL:(954)975.3384 FAX: (954) 978.9980 3120 N.W. 16th TERRACE OMP►11V0 BEACH, FL 33064 QTY= 2 TOTAL= 2 U=34# NAILED aD � rh o1 iO R=430# U=126# NAILED Rf`KER T6MCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,HISS/K) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01,0604.15 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC ILL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1..25 SPACING 24.0" SEQ = 338750 SCALE=0.5000 REF DATE 09-26-2011 DRWG KT O/A LEN. 70311 JOB #: 11HS169 TYPE HIP JACK Top chord 2x4 SP 42 Dense :T2 2x4 SP #2 N: Bot chord 2x4 SP #2 Dense :82 2x4 SP #2 N: Webs 2x4 SP #3 Special loads ---(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) TC - From 74 plf at -3.13 to 74 pit at 6.11 TC - From 72 plf at 6.11 to 72 pif at 7.31 BC - From 20 pit at 0.00 to 20 pit at 7.31 TC - 152 lb Conc. Load at 6.11 BC - 166 lb Conc. Load at 6.11 Wind reactions based on MWFRS pressures. Deflection meets U360 live and U240 total load. M V C0 I DESC. = HJ72 PLT.TYP: WAVE 4-3116" FLORIDA QUAL= TRUSS TSL: (954) 975-3384 FAX- (954) 978-B980 3120 N.W. 16th TERRACE POMIJNNO riEAGH, FL 33064 I FITS UW L3. PKtPAKtU FKUM OUMF'U I tK INI-U I (LUAUO d UOVICN0IuIN0)0uolwl I I - o 7 I nw IVIr- Trusses or components connecting to this girder have been modified by the truss designer. The loading for this girder requires verification for accuracy. 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bidg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 In lieu of structural panels or rigid ceiling use purlins: uq CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.07 6.11 TC 15 6.11 7.31 BC 29 0.15 2.59 BC 29 1.89 2.45 BC 58 2.45 7.31 Bottom chord checked for 10.00 psf non -concurrent live load. M 12 4.24 p R(1# U=44# NAILED r r � � I r; CI) 00 ro N h co 1N 1 1t co ;4 Y co - 3' -'- 1'11-1/2"4'8-9/16" - 7'3-11 /16" R=680# U=199# RL=218/-123# W=8" DESIGN CRIT=FSC2007RESnP-2002 R=394# U=115# NAILED QTY= 1 TOTAL= 1 RMAM-BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA; VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,WSSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16CA-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 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 = 338782 SCALE=0.3750 REF DATE 09-26-2011 DRWG KT O/A LEN. 70311 JOB #: 11 HS169 TYPE HIP JAI lob:(11HS169) /HJ73 Top chord 2x4 SP SS Bot chord 2x4 SP #2 N Webs 2x6 SP #2 Dense :W2 2x4 SP #3: 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.1B Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 0.00 7.31 BC 31 0.00 2.59 BC 31 0.00 2.45 BC 58 2.45 7.31 \\\ 3X4(F 00 N 1112X4 DESC. = HJ73 PLT. TYP: WAVE 7'3-11 /16" R=262# U=190# W=8" FLORMA RUALI7 TRUSS TEL- (954) 975.3384 FAX: (954) 97B-8980 3120 N.W. 16th TERRACE f0M .%,N0 BEACH, FL 33064 DESIGN CRIT=FI3C2007RESrrPI-2002 FTIRT= I Hlb UWLi. YHCYHHCU DT I HC HLVINC JUD UCOlOIVCR Special loads ----(Lumber Dur.Fac =1.251 Plate Dur.Fac=1.25) TC - From 2 pit at 0.00 to 2 plf at 7.31 BC - From 2 pit at 0.00 to 2 pit at 2.59 BC -From 2 pit at 2.59 to 2 pit at 7.31 TC - 33 lb Conc. Load at 1.71 TC - 243 lb Conc. Load at 4.54 BC - 63 lb Conc. Load at 1.71 BC - 155 lb Conc. Load at 4.54 Bottom chord checked for 10.00 psf non -concurrent live load Deflection meets LI360 live and U240 total load. Fasten rated sheathing to one face of this frame. R=166# U=106# NAILED =I I ) 00 � t0 N 04 1 R=146# U=7# NAILED QTY= 1 TOTAL= 1 R01fF 61cs1 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF Nos (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE Rt III nikir n9CIr:1.IFR PFR ANRI?PI 1 CFr: 9. rRVUR 1f -1,R m RJ-M VVI REV. 10.01.01.0604.15 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 45.Opsf DURYAC. 1.25 SPACING 24.0" SEQ = 338821 SCALE=0.5000 REF DATE 09-26-2011 DRWG KT O/A LEN. 70311 JOB #: 11HS169 TYPE HIP_JACK b:(11HS169) /HJ42 Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 N Webs 2x4 SP #3 Jyo U1=0IUI1CR rRVI -VI I-V. . R 0 ry All plates are 2X4 except as noted. 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Special loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) In lieu of structural panels or rigid ceiling use purlins: TC - From 73 plf at -3.37 to 10 plf at 6.59 CHORD SPACING(IN OC) START(FT) END(FT) BC - From 20 plf at 0.00 to 5 pif at 6.43 TC 75 -3.31 BC 45 0.15 6.59 1.42 PLT- 22 LB Conc. Load at (3.54,10.94) PLB- 38 LB Conc. Load at (3.54, 9.04) BC 45 2.36 2.36 BC 45 1.42 3.48 Wind reactions based on MWFRS pressures. BC 45 2.36 3.92 BC 35 3.48 6.43 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Top chord overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term deflection. 4.3716" 2'11-1/2" �+ 6,7„ R=152# U=92# NAILED Co (M e Cr1 (h N N Y ih M Z. m �- 3'2-15/16" - - 2'1-5/16"-mom- 2'6-3/16" - 6'5-114" R=473# U=289# W=1'5" DESC. = HJ42 PLT. TYP: WAVE DESIGN CRIT=FBC2007RESrrM-2002 FT/RT= FLOWDA QUALITY TRUSS TEL-. (954) 975.3384 FAX: (954) 978-8980 3120 N.W. 16tb TERRACE W)M ANO BEACH, rL 33064 R=75# U=7# NAILED QTY= 2 TOTAL= 2 RIFE FRYd Scsi (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18116GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 SEQ = 338761 SCALE=0.3750 TC ILL TC DL BC DL BC LL TOT.LD. 20.Opsf 15.Opsf 1 O.Opsf O.Opsf 45.Opsf REF DATE 09-26-2011 DRWG KT O/A LEN. 60700 DUR.FAC. 1.25 JOB #: 11HS169 SPACING 24.0" TAPE HIP_JA Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 N Special loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC - From 73 plf at -3.37 to 10 plf at 6.59 BC - From 20 plf at 0.00 to 5 plf at 6.59 TC - 22 lb Conc. Load at 3.54 BC - 38 lb Conc. Load at 3.54 Wind reactions based on MWFRS pressures. Top chard overhangs have been checked only for loads as indicated. Overhangs not checked for man loads or long-term defection. T 4-3116" 1 DESC. = HJ41 PLT. TYP: WAVE �— 32-15/16" 67„ R=475# U=281# W=1'5" FLORMA QUAL= TRUSS TEI.: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16Uh TERRACE fiOMA'ANO BEACH, FL 330" DESIGN CRIT=FSC2007RESrrP1-2002 FTIRT= D % (0 h)/ 5(0) THIS DWG. PREPARED BY I Ht ALPINE JIJB UtbIGNtH YHUIiKAIVI MUM I nuoo Ivlrmt L/1TUu I All plates are 2X4(At) except as noted. 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+l-)=0.18 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -3.31 6.59 BC 75 0.15 6.59 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets LI360 live and L/240 total load. QTY= 4 TOTAL= 4 R=76# U=104# NAILED io v _ CO 00 M _O R=83# U=9# NAILED Rfff=F� TdICSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 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 = 338739 SCALE=0.5000 REF DATE 09-26-2011 DRWG KT O/A LEN. 60700 JOB #: 11HS169 TYPE HIP JACK ob:(11HS169) /HJ21 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 140 mph wind, 16.47 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and U240 total load. W(Al) 1 4-7/16" i R=349# U=168# W=5-11/16" THIS DWG. PREPARLU BY I Ht ALPINt JUb utblUNtli r Special loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac =1.25) TC -From 73 plf at -0.14 to 73 plf at 4.82 BC - From 20 plf at -0.02 to 20 plf at 4.82 TC - 8 lb Conc. Load at 3.49 BC - -18 lb Conc. Load at 3.49 Left and right cantilevers are exposed to wind In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 64 -0.02 4.82 BC 58 -0.02 4.82 31-1/8" R=86#t U=95# NAILED R=42# U=11# NAILED I RUOO IVIrma —1 uuI DESC. = HJ21 SEQ = 223845 PLT. TYP: WAVE )I PI-2002FTIRT-0%(0%5(0) QTY= 2 TOTAL= 2 REV. 10.01.01.0604.15 SCALE=1.0000 ��yy❑yyESSIIGNNCRIIT=F8G2007RESR TRUSSES REQUIRE EXTREME CARE IN I-ABRICATING, HANDLING. SHIPPING, I BRACING. REF 59 SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 21a NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,HISSIK) ASTM A653 GRADE 40160 (W,KIH,3S) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER�ANSIITPI 1 SEC. 2. TC LL 20.Opsf TC DL 15.0psf BC DL 10.0psf BC LL 0.0PSf TOT.LD. 45.0 psf REF DATE 09-26-2011 DRWG FLORA I�UIRLITY TRUSS KT O/A LEN. 40914 TEL: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16tL TERRACE 1y3MPANO IIEAQ1, FL 33064 DUR.FAC. 1.25 JOB #: 11 HS 169 SPACING 21 lTyPF JACK Gb:(11HS169) /MV7 Top chord 2x4 SP SS Bot chord 2x4 SP 02 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TO 75 0.16 6.85 BC 75 0.02 6.85 See DWG VAL1400109 forvalley details. .m- -7" — 1 rLa UVVL3. YrtCYHr<CU UY I 11C HLnrvC JVD VCai—cm rRVII mv, —wiv, 1 ­ 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT ll, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U180 live and 1_/120 total load. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. R=93plf U=100plf RL=15/-8pif W=6'10" DESC. = MV7 SEQ = 339175 PLT.TYP: WAVE QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=0.7500 ryDyESSIIGNN�CRIT=FBC2007RESnPF20o2FT/RT-0%(0%)/5(0) TRUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND REFER USI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, BRACING. TC ILL 20.Opsf REF 21 B NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A TC DL 15.Opsf 10.Opsf DATE 09-26-2011 FMORIDA PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BC DL DRWG KT QUALITY TRUSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDs (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL 0.0psf TOT.LD. 45.Opsf O/A LEN. 61000 TEL- (954) 975-3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 3120 N.W. 1601 TERRACE DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" TYPE VAL POMPANO SEAQU, FL 33064 BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. b:(11HS169) 1MV6 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 75 -0.44 5.42 BC 72 -0.58 5.42 See DWG VAL1400109 for valley details. DESC. = MV6 PLT. TYP: WAVE FI..®RIDA QuAI..ITY TRUSS cc (954) 975.3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE Pi71VIP.tiNO BEACti, FL 330" DESIGN CRIT=FBC2007RES/TPI-2002 FT/RT= I rUO uyyb. rj%rrmmru aT I 11C MI-niNC ovo u—i—an rmu—R rn�m 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets 1_/180 live and U120 total load. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. QTY= 1 TOTAL= 1 RI`FffITTdT3CS1 (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE 1112X4 Cl) R=93plf U=100plf RL=20/-8plf W=6' REV. 10.01.01.0604.15 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 = 338402 SCALE=1.0000 REF DATE 09-26-2011 DRWG KT O/A LEN. 6 JOB #: 11HS169 TYPE VAL ooyl Ina loa) imrva Top chord 2x4 SP 42 N 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, not located within 4.50 ft from roof edge, CAT II, EXP B, wind TC Bot chord 2x4 SP #2 N DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Webs 2x4 SP #3 Wind reactions based on MWFRS pressures. In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) Bottom chord checked for 10.00 psf non -concurrent live load. TC 51 4 3.42 3. TC 10 3.42 4.25 Deflection meets L/180 live and L/120 total load. BC 58 -0.58 4.25 See DWG VAL1400109 for valley details. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4' e o 101I - =4X5 R=93plf U=100plf RL=11/-6plf W=4'10" DESC. = MV5 SEQ = 339171 PLT.TYP: WAVE QTY= 1 TOTAL= 1 REV. 10.01.01.0604.15 SCALE=1.0000 �yDyESSIIGNN�$CSICRIIT=FBC2007RE6/TPI-2002PT)RT=0%(0%)l5(0) REFER TO (BUILDINGTRUSSES COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTEREQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING ANL), 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE TC LL 20.Opsf TC DL 15.Opsf REF DATE 09-26-2011 INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A DRWG FLODw ri6VM[i PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, L 10.0 Sf BCDp KT Y Y Tmu.SS INC., SHALL NOT BE NSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TDESIGN RUSS IN POOR O.Opsf II+I CONFORMANCE WITH TPI; FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. CONFORMS WITH APPLICABLE PROVISIONS OF NDs (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118116GA (W,HISSIK) ASTM A653 GRADE 40160 (W,K)H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 16CA-Z. ANY INSPECTION OF PLATES FOLLOWED BY SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC LL TOT.LD. 45.Opsf -- O/A LEN. 41000 TEL: (954) 975-3384 1.25 HS169 FAX: (954) 978-8980 3120 N.W. 16th TERRACE (1) DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DUR.FAC. JOB #: 11 SPACING 24.0" TYPE VAL r+ mp,,IkNO DEAGii, FL 33064 DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSIITPI 1 SEC. 2. b:(11 HS169) /MV4 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N Webs 2x4 SP #3 , In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 51 -0.44 3.42 BC 46 -0.58 3.42 MWFRS loads based on trusses located at least 7.50 ft. from roof edge. DESC.= MV4 PLT. TYP: WAVE FLORM A 0UA J,= TRUSS TEL- (954) 975.3384 PAX: (954) 978-8990 3120 N.W. 16th TERRACE eb mpo,NO BEAcn, PL 33064 DESIGN CRIT=F13C2007RESrrPI-2002 FTIRT= 1 r11,7 UVV U. rKCYHKCU C T I f1C ALYINC JUD UCAIUINC -UM-1 r-m 1­0 ­1- 140 mph wind, 15.00 ft mean hgt, ASIDE 7-05, CLOSED bldg, Located anywhere in roof, CAT II, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets LI180 live and U120 total load. See DWG VAL1400109 forvalley details. 1112X4 R=93plf U=100pif RL=19/-7plf W=4' QTY= 1 TOTAL= 1 RY1 gTbT3CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT•• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18I16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE REV. 10.01.01.0604.15 TC LL 20.Opsf TC DL 15.Opsf BC DL 10.Opsf BC ILL O.Opsf TOT.LD. 45.Opsf DUR.FAC. 1.25 SPACING 24.0" h� SEQ = 338404 SCALE=1.0000 REF DATE 09-26-2011 DRWG KT O/A LEN. 4 JOB #: 11HS169 TYPE VAL ob:(11HS169) /MV2 Top chord 2x4 SP #2 N Bot chord 2x4 SP #2 N In lieu of structural panels or rigid ceiling use purlins: CHORD SPACING(IN OC) START(FT) END(FT) TC 24 -0.44 1.42 BC 24 -0.58 1.42 See DWG VAL1400109 for valley details. 12 a I-� 02M(Df R=185# U=23# RL=30# W=2' 1 HIS UW Li, PKtYAKtU BY I Ht ALVINC JUtl UCOlUINMIt rMUUMM-I rrt , , rt mi - —I — 140 mph wind, 15.00 ft mean hgt, ASCE 7-05, CLOSED bldg, Located anywhere in roof, CAT It, EXP B, wind TC DL=5.0 psf, wind BC DL=5.0 psf. Iw=1.00 GCpi(+/-)=0.18 Wind reactions based on MWFRS pressures. Bottom chord checked for 10.00 psf non -concurrent live load. I Deflection meets U180 live and U120 total load. tO MWFRS loads based on trusses located at least 7.50 ft. from roof edge. DESC. = MV2 SEQ = 338406 PLT. TYP: WAVE DESIGN CRIT-FBC2007RESRPF2002FT/RT=0%(0%)/5(0) QTY= 2 TOTAL= 2 REV. 10.01.01.0604.15 SCALE=1.0000 ryryyyppppNN�� p BRACING. REF'ER�TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, TC LL 20.Opsf REF DATE 09-26-2011 fl 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A TC OL 15.Opsf 10.Opsf . _ FI.OIt�L� PROPERLY ATTACHED RIGID CEILING, "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, BCDL DRWG KT QUY TR><.TSS INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20118/16GA (W,H/SSIK) ASTM A653 GRADE 40160 (W,KIH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS BC ILL O.Opsf TOT.LD. 45.Opsf O/A LEN. 2 TEL: (954) 975.3384 FAX: (954) 978-8980 DUR.FAC. 1.25 JOB #: 11 HS169 I - ,�1120 N.W. 16th TERRACE POA4P::NO DEAC11, FL 33064 DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE SPACING 24.0" l TYPE VAL BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 16 f: :►L: 8 Sates-s =s=L e- l3 GENERAL NOTES MOTAS GENERAL -ES Trusses are not marked in am/'tray to identify the Los 5vses no astIn marcdos de n46n mcdo que' frequeno/ or location of temporar/ lateral resti int &affqueiail.:endaolocl¢aconderesvicddniab?rai and diagonal bracing. Follow the recommendations yardosaediagonal femporales. U-�elasrecomendadones for, Candling, installing and ternporer/ remaining de manejo, inst-laddn, rc-sbitrdn yardosoe temporalde and 'bracing of truss. Refer to 3C5 7 - Guide to its i use. t/e; d libllefo 'C5 - Guta de 8uzra Pr.a Good Practice for Handling Ira- allino. Restaininp x-ra 4l Manero rrrialacirn R- u is 6n v?nrestre de cs & Bracing cMetal Plate Connected Wood Ta ssees de Madera Conertadcs cop Places de Meral— Trusi-es— for more detailed information. para infcrmacidn was detallada. Tess Design Drawings may spec^/ locations of Los dib4os de ribs w de less fusses pu��En esped5c-r permanent lateral restraint or reinforcement tar las Icclr cartes de re>�cdn lateral parmarerL o individual truss member. Refer to the 3CS_- rates= en /cs wianbros indrr!duales del tru55. Ilea Is 3'— for more infonnaticn. All other permanent hoja resuman 3 S?-33-- pans mess inibrmad6n. El bracing design is the resporsbilit/ or the building resin de Ics dc_nos deardcstra- psrma entE5 on !a designer. esper-cilidad LPJ dLsagradcr del Ediido. ' 7a _:tl=: f 3 The consequences of improper handling, erring, installing, restraining and bracing can ras It in a collapse of Lie structure, or worse, serous personal injur/ or death. a VaR-_:u =!: E r esi_rltadc de ur rrarejo, 1 ianram!e-,co, irsvladdn, r 50-, ;cn y arn"scce p _ incorecto ptrede ser la caida de le sm-ic :era oa'- a6n pear, heridos o , nua,-ss. y _ sanding and truss olatas here " s arp Edges. `Near gimres wizen handling and sate / glasses wher, curing banding. I U. Chapas de metal deren bcrds aniados yi I fleve guar, y lenfe5 protecrom5 cdando car-- la- va I / ataduras 9 3 Avoid lateral bending. v=�- --:J u`-e wire la ,%;adn faferL special care in windy weather or near power lines and-ircr's. cuidado spedal en dins ventoscs a cerca de Cables e!cc r cos o de aeropuertos. Spreader bar! fiariruss i \\ The contractor is responsible for raj properh/ recervring, unloading and staring the busies at tt e jobsrte. Unload trusses to smooth surface to pre damage. El conbatista riene la responsabilidad de redbir, descargar y almacenar ade-wadamente !as trusses en la cbra. Cescargue !as trines en la [terra liso pars preventr el dano. ti T.-uses maybe unloaded direly on the ground at the Came of delivery or stored tamporarly in contactwit! the ground after delPrery. if trusses Q are to be stared hor¢ortaliy for more than one week, place blod ing of -sufficient height beneath the sack of trusses at 8' (2.4 m) to 10' (3 m) on -canter (o.c). Los muses pueden se• deqargadcs din menie an el sue'o En aquel non-ento de EF,-ega o aimamnados r=mcorairimare an cortado Can at suElo dspu=s d Ent ega. Sr los fru=s-5 estaran guarados hom_ontalmente para mess de una semena, porga bloqueando de altura staluenre d i as be !a pila de nos tnrS55W a 8 hasra 10 pies an caneo (o.c.). For trusses stared for more than one'Week, cover bundles to orotectfro,+, the anvfrcrment Para art-xguardieduspor"Ids de urra siamara, Q T-'O "403 store on NO almar-ne an ruerra crbra !os paquems paa protagedcs del amb!znz. uneven ground. desigual. Riser to = -== far nacre detailed inthmrafion oerfaining to handling and jobsite storage of Trusses. !ea el Tolle o : ' xra Jnfonrraddn mess dEml- !ada satin El manaro y almacanado de !os gusss an area de trabaro. Use proper rig- Use equipo apropiado ging and hoisting para levartar e equipment fmprovisar DO ACT i store NO almac:re unbr-_c d bundles verSclmen- los upngfYc gussessualtcs. HOISTING RECOMMENDA37IONS FOR TRUSS BUNDLES RECOMEMACdfhNES PARA LE'1AFTAR PAQUETES DE TRUSSES Q DON T overload the crane. NO sobrecargue fa gnia. Q i{Ia !_R use banding to lift a bundle. NUMCA use las ataduras par levantar un � 1 A single lift point may be used tir hurdl:s :viii` trues up to 45` (13.7 m). Two iifc paints may be used for bundles °rr u INAA-LIMIGI Do not over load suppoi on iru=xs up to 60' (18.3 m). structure with truss bundle. Use at least 3 lffL points for bundles with tarts=. -es gr =r than 60` (18.3 m). s3.Y=.Z`, JC7A: No sobr_ebarque la Fuecre usar un solo !ugar de !evartar para estNdvra apoyada — el paquete be pacuet s de trusses hasy 45 pies. trusses' PUEde user dos puntas be ieVEntar Para - Place truss bundles fn stable position. pagUers mess de 60 pis. P ua's de ausi-2s err Una pcs do q Use par to meros trs pumps de !e rarnar para estac e paquEMS etas de 50 pies. HC-IS RECOMMENDATiOHS OF SHENGiE TRUSSES 3-! HAND R C0i'jMEPlDACC30plES D= L='IAPITAl7_T=PIT'D D TRUSSES MD 11-IDUALPS POR LA MANO _ tr'sses 70' - Truce 30' - - (6. � m) or ` C9.1 mj or less, support less, support at at peak. - quarter points.,1ti Soperz - Socere de "- de! pica !os Ids cuartos - c'u_ees de Q- Trusses up to 20' >I de tramo !os (� Trusses up to 30' > 20 pies o i (6.1 m) t trusses be 30 (9.1 m) m, enos. Trusses hasfa 20 pies pies c meros. Trusses hasty 30 pies HOTS EEG IRSCi3f" MEN DAi_ONS FOP. SINGLE i RUSSES R CDtA=P1yJAC?rJNLB ©4§?-4 LERMIMR TRUSSES=PJ7=Si=DdiALES - Hold each tress in position with the erection equipment until tea chord temporary !estatesl restrains is installed and the truss is fas ned to the bearing points. SosLanga cada true an pos!d6n can equ(po de grua hasty que la r=bfcd6n iai�ral tempera! de1. cuerda superior estz instalado y el truss sia asegurado en [as sopon s. °- Using a single pick -mint at the peak can damage the truss. E! use de un solo !ugar an el pico pans levan lar puede r` hater daffo al7uss. op' ar less App— lr2 --,J . f truss length 1 I Taglire mxsslz }? r _ _ ader oar K sp.ad.—arIi2t. 13 Y'.rasIsm gts T glirs � _ _ _ - �— ' 3 Refer to 3CS --3 = for more inf riTiaation. Attach Lomita speader car abc or-a'tb k ` - mid -height F—> Y% Spyaer-er 23:a , J4 truss !ergot —r Taglins t .� _ .:+stases' -Asa • sona » __s ilea el rasumen 32-" para mess inrar- macidn. Locate ground brae for net t; uss dir-=dy fr, fine with all rows of too r-hord temporary lateral rest irfi (see table in the riaxt column). Caloque Ids amosires de trera para el primer sue dir-comenre an Gina can cada una de ias alas de restriccidn later+! temporal de la cuerda superior (vea !a tabia en la prd7ma ralumna). Q DO `?SO i walk on Ti '1 u ibrr<d Susses. � f NO carmine en trines ti Tempun '.esaatrt Brace irtfuss :3¢— sepu2fy beiom �� erection pf edditipnal fusses. c' sift j _.t VIEZ VA'2upue-IV • ZT£'=S "IS aal 'P1 BIZ 6TL£5 ?M'uosT. 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II2,L? ( (rnois, aas11u1e J 1a=?P1 hJeladuJ iagwaw pOqs Lpy --no s ;r"au vS (£ •5upelq punoJ5 of Alai, BS LPEg2 pu2 ssn-74sJL ix (Z •5un2iq puna5 ll -1( .- ssssfIIII Smui3s 01 scigis TRUSS TO TRUSS CONNECTION DETAIL FOR CORNER SET. For all lumber, plates, etc, refer to original sealed truss drawings. N -4 I I I i 1' 2'0" O.C. 2'0" 210" 210, 210, NOTES: 1) Truss to truss connection for this corner set is designed based on Southern Pine lumber. 2) Truss to bearing support connection by others. 3) Wind loading is based on 146 mph per ASCE 7-05, mean roof height of 30', exp. C, enclosed, importance factor 1.0 and total dead of 10 PSF. 4) Duration of load factor for wind is 1.33. 5) Truss reactions and connections shown are based on ASCE 7-05 MWFRS. 6) Application of toe -nails per NDS-2005. J-1 12 J_2�— «a� 4 to 7 L---- J-3 J-4 1'0w 7r_On 3'0' 5'0w 7'Ow NOTE: (DIA. = 0.148", Length = 3.0") gun nails may be substituted In place of 16d toe -nails up to the maximum gravity reactions and uplifts given below: (2) NAILS -a Max. Reaction = 265 # Max. Uplift = 262 # (3) NAILS -+ Max. Reaction = 397 # Max. Uplift = 423 # ** = (3) 16d ( 0.162'x3.5' > Toe -Nails * = (2) 16d ( 0.162'x3.5') Toe -Nails 9-10-13 Hip Jack -2w Ul e i T3' Connector plates shall be applied on both laces of truss al each joint. Center the plates, unless indicated otherwise, No loose knots or wane in Robbins Eng. Co. bears no responsibility for erection of trusses, Vold bracing, or permanent truss bracing. Refer to SCSI 1 as published by TC Live 20.0-30.0 psf Designed By: tolls t r r I plate contact area. Splice only where shown. Overall spans assume e" bearing at each and, unless Indicated otherwise. Culling end fabrication Trues Viola Institute, 218 North Lee Street, Suits 312, Atexondrla, VA 2231e. Persons erecting trusses are cautioned to seek professional TIC Dead 7-15.0 psf ,hall be performed an equipment which produces snug -filling joints and plates. Unless otherwise noted, moisture content of lumber must not advice concerning proper erection bracing to prevent toppling and "dominaing". Core should be token to prevent damage during OC Live 0.0 psf Checked B Y MS 3904 i Parke East Blvd, exceed 19% at time of fabrication and this design Is not applicable for use with fire retardant lumber and same preservative treatments, This fabrication, storage, shipping and erection, Top and bottom chords should be adequately braced in the absence of sheathing or rigid DC Dead 10.0 psf design was prepared In accordance with "Notional Design Specification for Wood Construction' (AFPA), "National Design Standard for Metal Plate telling, respectively. It is the responsibility of others to ascertain that the design loads In this drawing the TOTAL 37-55 Rev. Date: 5/28/09 Tampa, FI 33610 Connected Wood Truss Construction" (ANSI/TPI 1), and HUD Design utilized meet at exceed actual dead loads Imposed by the structure and live leads Imposed by the psf Dwg. No: p r�7r� hone: 813-9 criteria for Trussed Rollers. local building code ar htalorical climatic record,. FURNIBIIACOPY OFTHISDESIGNTOERECTION CONTRACTOIt DUR. FAC: 1.25-1.33, Corner Connection r G-1135 IT IB THE RESPONSIBILITY OF THE BUILDING DESIGNER TO RENEW THIS TRUSS DESIGN 6 VERIFY THAT DATA INCLUDING SPACING: 24.D" 052609 DIM, A LOADS CONFORM TO ARCHITECTURAL PLANSISPECS AND FABRICATOR'S TRUSS PLACEMENT DIAGRAM. CCJp ,ll',I711 1u'$R'A, Mp 'I til 3C)'',(r C':;fTC)'1,u1) f:1;x4, Ell? rk1',N, Ir1aY;�6 GI;E''l1' Irfi� 'v',11111- F3 Ir)°1i;4, r3P prl ** ,A'1"1'd1,CK BA,r1H VAa'af.l1'IIY,' ',I'D 111'011'1;,V" Nr►# c)Otl'N1110l301a' 03.11 'W '1' 1 (M) AN 1,xu Clo'KN°at11"°il'C)'1L S oj' 1" 01'I011 W/4w•161a NA'11.0 1110H I ND. 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AJA Q.14S � 3n 3i� - ( `fit a� ii 74ro 7r10 1s-. 3� SU-. 305 II-3-3 41P2 ( 12 a ( 81Fe'c5 4i14 U-1/"�' aw --8 fe.i f i ffiSJ 34G ( 8� ( s2:r. � I Ma,I 8� '-^ = =4 x'�M � 5 ('QsF#'= ( 4-9�148 45 Q_Y62�� lied X 1-1f2 SVa:{s ce i,_1-'.8' X 1_^ 10d Corrn?art eva�.S are O.i48" 1 6d Common Piers are 0_182 ` x 3 EV..AJ-U 1 ION PiEPOR i FOR, PREPARED FOR P -ORDA PRODUCT APPRIJAMI 14079 Se bBifibe 8, 2915 10 F-Imes city, F- Mam r�=s97R +J - kmin e has prodsi-r descrb- SEE tizz wi ci a have uew, fi:imth he r-qE�rc-� t v to Fo i& Swag Cie ar—Z fvur4 w b-- in ca-proice WM g e e has prodsi-r descrb- SEE tizz wi ci a have uew, fi:imth he r-qE�rc-� t v to Fo i& Swag Cie ar—Z fvur4 w b-- in ca-proice WM g e 2.0 1.625 .0 0 168 DW BOTTOM CHANNEL OR FLUSH PICKET SPEAR HEAD 000 www xxx 000 I I 1 4t Lo "co 1.8 1"93 tse ou SNAP POST PLATE SNAP POST 2.625 N 0.062" TOP CAP 2.0 co N to 0 SNAP CAP PLATE TOP CAP & SNAP PLATE ASSEMBLY. CAP ASSEMBLY W/ #12 SMS X 1.6 X .162 CHANNELFILE COPY AT ENDS & 12" O.C. PICKETS SPACED TO REJECT A 4" SPHERE X 2" X .125" ANGLE OR D CAP BRACKET W/(2) #10 A.S. EA. FACE OST OPTION A POST SPACING 5' O.C. MAX. FENCE SECTION (TYP.) TOP CAP 3/4" PICKET SNAP POST OPENING TO BE LESS THAN 4.00 IN. BOTTOM CHANNEL THIS FENCE AS DESIGNED WILL RESIST ALL 140 MPH WIND FORCES AS CALCULATED BASED ON FBC CRITERIA GENERAL NOTES: 1. CONC. SHALL DEVELOP A MIN. COMPRESSIVE STRENGTH OF 2500 P.S.I. IN 28 DAYS 2. ALL ALUM. EXTRUSIONS SHALL BE OF ALLOY 6063 TEMPER T-6 UNLESS OTHERWISE NOTED. 3. ALL CONNECTIONS SHALL BE MADE W/ # 10 SHEET METAL SCREWS 1 1/2' LONG UNLES OTHERWISE NOTED 4. REFER TO SURVEY FOR PROPOSED FENCE LOCATION ON SITE. 5. WHERE FENCE IS TO BE USED AS A POOL BARRIER. ACCESS GATES, WHEN PROVIDED; SHALL BE EQUIPPED WITH A SELF LATCHING LOCKING DEVICE WITH NO OPENING BETWEEN THE GATES AND BARRIER GREATER THAN 1/2 INCH WITHIN 18 INCHES OF THE RELEASE MECHANISM. IF THE DEVICE IS LESS THAN 54 INCHES FROM THE BOTTOM OF THE GATE IT SHALL BE LOCATED ON THE POOL SIDE. ALL GATES MUST OPEN OUTWARD AWAY FROM THE POOL 6. FENCE TO BE INSTALLED AT GRADE LEVEL ONLY. SITE SPECIFIC PLANS ARE REQUIRED FOR ALL OTHER APPLICATIONS. NOTE: PER FBC 424.2.17.1.8: ACCESS GATES WHEN PROVIDED MUST BE AT LEAST 48" ABOVE GRADE & EQUIPPED WITH A SELF CLOSING, SELF LATCHING LOCKING DEVICE NOT LESS THAN 54" FROM BOTTOM OF GATE. GATE MUST OPEN OUTWARD AWAY FROM POOL & MUST , HAVE NO OPENING >1/2" WITHIN 18" OF RELEASE MECHANISM. WALL MOUNT 0.75" �rt s n 0 06 168 DLk 3/4" PICKETT 1"X2"X1/8" TUBE TO TOP LATCH (SEE NOTES ABOVE) PLEXIGLASS AS REQUIRED 2"X2" X1/8" TUBE 1"X2"X1/8" TUBE HINGES (TYP.) SELF -CLOSING GATE & LATCH N.T.S. TOP CAP 2X2X.125 ANGLE OR END CAP BRACKET PICKET EK SCREW JNG 2 REQ. iV CHANNEL 4"X2 1/4' TAPCONS SEE NOTE # 3 TOP CAP I NAP CAP PLATE 3/4" PICKET II SNAP POST � TUT I aC'ON . 3" e3" MIN. MIN. ti ELEVATION 5" 5" X 1/4" THICK SQ. BASE PLATE BOTTOM CHANNEL -POST TO BE SET W/ QUICK LOCK OR EQUAL IN DECK DETAIL FLOOR =4RE rcOL d• r- rl o Y o W O �?'� - O U �' Z N c N Q �I- O `0 m (4) #14 X 3/4" LG. rn �U) uI SMS EA. COL L n N (D (4) —, 1/4- X 3" . LG. TAPCONS — 1/4" STIFFENER w U 5" X 1/4" THICK SQ. BASE PLATE w U tWil O Vj O m LG. TAPCONS L; j Z Y lLLl J U oO N Lt U (4) #14 X 3/4" LG. SMS EA. COL 1/4" STIFFENER •• �. dam. • c '--3" FROM EDGE TO BOLT (MIN.) PLAN ON DECK , DETAIL OPTION to 6" DIA.(MIN.) IN GROUND DETAIL POUR U o W W n � o O 0 N a Lf) X U O W LL_ N r� 0 = U Z I— cn 3 O Q = I— Ca f 0 Z Z W W — U J O Q N Q O% m W O Z 0 O C9 Lu N m 3 0 D� O LL_ Ld U z W LL_ z J Q CAIZ �. W Z Z az F- w 0 z X W W z c5 z W J Q H U J U N 01 n 04 0 LL- r D_