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HomeMy WebLinkAboutTrussen, rv, 264„ C✓� D co L w cam11 D D m � D rn cDi .Dp C✓J D w D L L L LL L L L y W Ut -.I L L V V V Cn L L �1 G _ J1 J1 J1 J1 J3A y 10'-8" o 3A o J3 rn J3 J5 ao 00 J7 0 � J7 O T J7 1 9CLG" J5A 0 cc CIDo CLG D N 00 D w D D a n N ? D rn J5A L L N o 10'-4" N . 9-4" CLG CLG J5T C1 C2 C3 C4 n m Z m O Cn 90 O � J7 BRG POST C5L TOP AT 9'-4" C6 J7 - A A A A 7 J7 BRG POST 14' 4 114" CENTER OF POST J7 TOP AT 9'-4" CLG 7 2' 0" 2' 0" 7' 0" J7 2' 0" 7 J7 7 a CQ tb J7 7 J7 9'-4" CLG J7 J7 7 J7 7 N rn J7 O o O a rn J7 I 7 7 J7 9'-4" V1 CLG 7 J7 MVX 10'-8" v3 12'-4" CLG II CLG II. J2A I ii II 7 J7 MV4 1'- CLG NEE Y BU ALL VS DER ii. J2 11 ii KNEE WALL BY BUILDER 7 J7 MV6 ONNE TION I BUI DER I W N o E1 I I 5 J7 AlA A MV8 A A A A A A 14 8" C G N o E2 I I 3 D3 D1 W V9 N o E3 I iiJ1E J1 D1 J1E 1'0„ W o D1 D1 ,nj L G m 2' 5" L m L L m m 6' 6" L m W `n w j im 2' 5" ✓� D1 9'-4" N CLG D4 N co D5 N 0 D6 N 0 D7 L D8 L J3 L y D9 L 0 J3 J1 L G) N q L L7 J1 J1E 1' 0" 1' O" LIE 1 0^ V7 'Q. GSA ✓ PSI j m L 6. L Co ou m j m TT' 2' 8" 4' 6" 2' 8" T 3" 11' 1" 11' 4" 13' 3" 60' 0" ALL WALLS SHOWN ON THIS LAYOUT ARE TO BE LOAD BEARING g' 4» 10'-811 00000 11'-4" 14'-8" APPROVED TRUSS ANCHOR BY BUILDER SQUARE CUT OVERHANG TRUSS BEARING HEIGHT SCHEDULE I TYPICAL TRUSS END DETAIL jr; INDICATES LEFT END OF TRUSS 2'-0" TYPICAL TRUSS END DETAIL (ENTRY AND GARAGE BUMP OUT) HANGERS TO BE USED (Simpson) or (Usp) 0 HUS26 (Z) HUS26 © HGUS26-2 © THDH26-2 (P HGUS28-2 @ THDH28-2 HHUS46 (B THD46 © LUS24 © JUS24 NOTE: YOUR SIGNATURE WILL ACKNOWLEDGE: 1) AUTHORIZATION FOR FABRICATION. 2) VERIFICATION OF ALL DIMENSIONS, CONDITIONS, AND TRUSSES. TRUSSES WILL BE MADE IN STRICT ACCORDANCE WITH THIS PLACEMENT PLAN. 3) RECEIPT AND USE OF "BCSI-B1 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES" (TPI). 4) NO BACK CHARGES OR CRANE CHARGES OF ANY KIND WILL BE ACCEPTED UNLESS SPECIFICALLY AUTHORIZED IN WRITING BY TRUSS PLANT MNGMT. SIGNED TITLE DATE All spacing is 24" O.C., except as noted. All walls shown ore bearing, except as noted. All valleys calculated with sheathing under. Number of girder plies to be determined by engineering. DO NOT CUT OR ALTER TRUSSES w/o AUTHORIZATION FROM THIS OFFICE. Labeling trusses is a service, not a requirement. Engineered drawings supersede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. WARNING ERECTION BRACING IS NOT THE RESPONSIBUTY OF TRUSS OESTGNFR, PLATE MANUFACTURER NOR TRUSS FABRICATOR. PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEK PROFESSIONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REWIRED TO PREVENT TOPPLING AND DOMNONG DURING ERECTION; AND PERMANENT BRACING WHICH MAY BE REQUIRED N SPECFIC APPLICATIONS SEE 'BCSI—BI Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INST&UNG & BRACING METAL PLATE CONNECTED WOOD TRUSSES- (TRI). TRUSSES ARE TO BE ERECTED AND FASIENED IN A STRAIGHT AND PLUMB POSITION WHERE NO SHEATHING IS APPLIED DIRECTLY TO THE TOP CHORDS; THEY SHALL BE BRACED AS SPECIFIED ON THE TRUSS DESIGN. TRUSSES SHALL BE HANDLED PITH REASONABLE CARE DINING ERECTION TO PREVENT DAMAGE TRUSS COMPANY SUPPUES ONLY TRUSS TO TRUSS CONNECTIONS. [~ TRUSS COMPANY WILL SUPPLY ALL TRUSS TO TRUSS HARDWARE O CONNECTIONS FOR REACTIONS UNDER 5000 POUNDS. FOR ALL REACTIONS GREATER THAN 5000 POUNDS, OR SKEWED, NO HANGER IS SUPPLIED. CONTRACTOR SHOULD CHECK ALL REACTIONS FOR PROPER CONNECTIONS. MNFRS(Envelape)/ASCE 7-10(Low Rise) u Exposure Category : C Bldg Category : 2 Wind Design Velocity : M MPH Imp. Factor : 1.00 Wind Load Duration Factor : 1.60 Mew Roof Height : 16' f t� Brim M.B eaWy Strad Fng IM1 2590 N. Kings Highway Fat Piece, FL 34951 (772) 464-4160 zw�� R E V N`Trussesnent part of the building S \\ \ and show truss location. Proper erection, temporary and l�_ permanent bracing design are the responsibility of the building �/�77r� E���pp7��T� TRUSS (772) 464-4160 designer or his engineer . Lateral bracing shown on the individual �7lJV 1rJllGll(� in�,/�7�1 truss drawings mysst be placed during the erection procedure. �,�p A�7��+� ��77���� C0b"ANIES, INC. -r- . JOB NO.: 8168 2590 N. Kings Highway Fort Pierce, FL 34951 LOT: 57 BLK: GHO HOZ�ZES ADDRESS: MPadowood Renton Jem — Island we aew rc y' Saint LUCI2 Count 1 4"=1'-0" 10 30 19 7-t - rmlm-j6m-I�md RECEIVED SOUTHERN TRUSS COMPANIES Southern Truss 2590 N. Kings Hwy Fort Pierce, FL 34951 (772)464-4160 * Fax: (772)318-0015 .. Job Number: mbar .................... 8368 Customer. GHO Homes Name: MIN 57 Renton Jam Island Address: Lot 57 Meadowood City, ST, ZIP: Saint Lucie County, FL General Truss Engineering Criteria &.Design Loads aullding Code and Chapter. Computer Program Used: I FBC2017/TP12014 MITekVersion:8.31 Aug 1 v,ov„y. .. e.,.r. 45.0 psf ROOF TOTAL LOAD WA Wind BulldingAuthodty: 160 mph from MWFRS(Envelope) ASCE 7-10 (Low Rise) St. Lucie County No. Date Truss to# 1 10/30/19 Al 2 10/30/19 A2 3 10/30/19 A3 4 10/30/19 A4 5 10/30119 A5 6 10130/19 A6 7 10/30/19 A7 8 10130/19 AB 9 10/30/19 A9 10 10130/19 A10 11 10/30/19 All 12 10/30/19 Al2 13 10/30/19 A13 14 10/30/19 A14 15 10/30/19 A15 16 10/30/19 A16 17 10/30/19 A17 18 10130/19 A18 19 10/30M9 A19 20 10/30/19 B1 21 10/30119 82 22 10/30/19 B3 23 10/30/19 B4 24 10/30/19 C1 25 10/30/19 C2 26 10/30/19 C3 27 1 10/30/19 04 sealing each individual sheet. An Index sheet of the truss designs is attac numbered and with the indentification and date of each drawing. I Engineer of Truss Design Pat Brian M. Bleakly FL Reg. Eng. No. 76051 2590 N. Kings Highway Fort Pierce, FL 34951 No. Date Truss to# 28 10/30/19 C5 29 10/30/19 C6 30 10/301/9 CJ3 31 10/30/19 CMA 32 10/30/19 Cis 33 10/30/19 CH 34- -loao/19- CJ7r 35- 10130/19 D1 36 1013DI19 D3 37 10/30/19 D4 38 10/30/19 D5 39 10/30/19 D6 40 10/30119 D7 41 10/30119 D8 42 10130119 D9 43 10/30/19 E1 44 10/30119 E3 45 10/30/19 J1 46 10130/19 J1E 47 10130/19 J2 48 1013D/19 J2A 49 MUM J3 50 10/30119 J3A 51 1D/30119 J3B 52 10/30/19 _ J3E 53 10130/19 U5 i 54 10130/19 J5A is No. I Date Truss ID# 55 10/30/19 J5T 56 10130/19 J7 57 10/30/19 RG 58 10/30/19 JTT 59 10/30/19 MV2 60 10/30/19 MV4 61- 10/30/19' MV6 62 10/30/19 MV8 63 10/30/19 V1 64 10/30/19 V3 65 10/30/19 V5 66 10/30/19 V7 67 10/30/19 V9 CEIVED ST. Lucto (cony, Permitting Page 1 of 1 TYPICAL DETAIL @ CORNER -' HIP y NOTE: NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.O.LFactor=1.00) nds toe nails only have 0.83 of lateral Resistance Value. 12 OVER & OVER HIP GIRDER CORNER JACK GIRDER '0 1OA s® ALLOWABLE REACTION PER JOINT QA UP TO 2657g = 2-16d NAILS REO'D. 09 UP TO 394u = 3-16d NAILS REO'D. n n J1 use 2-1 toe nail TT BC.. H7 9 Typical jack 45' r—use -�Y` toe nail 0 attachment C TL TYPICAL CORNER LAYOUT & 2-16d m_I Typical Hip —jack' attachment CHORD HANGERS FASTEN ER GIRDER JACK J1—J3 10 HIP JACK GIRDER TC — — — — — — — 2-16d nails — - — — — BC — — — — — —— 2-16d nails — — — —— JS TO HIP JACK GIRDER ' TC — — — — — —— 2-16d nails — — —— BC — — — — — — — 2-16d nails — — — — — J7 TO HIP GIRDER TC —— — — — —— 3-16d nails — ———— BC — — — — — — 2-16d nails I — — — — — HIP JACK GIRDER (CJ7) TO HIP GIRDER TC — 3-16d nails — — BC _ _ — — — — — 2-16d nails _ _ _ — — IIMUM GRADE OF LUh T.C. 2x4 SYP t92 B.C. 2x4 SYP �2 WEBS 2x4 SYP No3 LOADING (PSF) Y STR. INCR.: COX L D FBC2017 TOP 20 BOTroM 00 10 SPACING 24' D.C. SOUTHERN TRUSS Fort Pierce Division 2590 N. Kings Highway, Fort Pierce, FL 34951 COMPANIES (800)232-0 09 (772)466-4160 Brian M. Bleakly Struct Eng #76051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4150 TYPICAL DETAIL @ CORNER - HIP NOTE: NDS=National Design Specifictions for Wood Construction. 132.5# per Nail (D.d.LFactor=1.25) nos toe nails only have 0.83 of lateral Resistance Value. 12 1a� �n �l7 �n � A 12 O 15 8 aJER 9b 7-0-14 CORNER JACK GIRDER ALLOWABLE REACTION PER JOINT Q UP TO 2651 = 2-16d NAILS REWD. © UP TO 394# = 3-16d NAILS REQ'D. use 2-16d toe noil TC & 6c. Typical jack 45' attachment n % use 3-16c Ntoe nail TYPICAL CORNER LAYOUT & 2-16d Typical Hip —jack' attachment CHORD HANGERS FASTEN ER GIRDER JACK J1—J3 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC —— —— — —— 2-16dnails —— —— J5 TO HIP JACK GIRDER TC — — — — — — — 2-16d nails — — — — — BC — — —— — —— 2-16dnails —— — —— TC — — — — — —— 3-16dnails —— —-7. BC — — — — — —— 2-16dnails —- ——— HIP JACK GIRDER (CJ5) TO HIP GIRDER TC — — — — — — — 3-16d nails — — — — — BC — — — — — —— 2-16dnails ———— • MINIMUM GRADE OF LUMBER LOADING (PS F) SfR INCR.: 25S T.C. 2a4 SYP $2 L O FBC2O77 B.C. - 2a4 SP 2 TOP. 20 WEBS 2x4 SYP No.3 BGTMM 00 10 SPAGNC 24' O.C. 4-SOUTHERN TRUSS COMPANIES Fort Pierce Dggivision 2590 N. Kings ce, FLHi hway, Fort51 (800)232-0569 (772)464-4160 httlx//n =vthend um. m Fox:(772)31 B-001 6 Brian M. Bleakly Struct Eng #75051 2590 N. Kings Highway, Ft Pierce, FL 34951 772-464-4160 Hangers Face Mount Hanger Charts iTeke JaistSta :Stack Na7� Ref; No.c 6nu9e * W � `H? 0 . A':�. k. ABmxabk Loads Rom '; .RaaF, Up8H1 t, 5 — ` AeL' . Maz ,Heady= .. _`. : i Nat .r Jmst ..: Nal -:` 10096 115X 125X 160X JL24 LU24 21 1-9/16 3 1-12 1SM6 — 4 10'12 10d x 1.1/2 :1470. 5404: SM1: 320. 5, RS, F2 4 I6 12 IOdx1-12 7560 fiW 1`69S 20 JL241F7Z — I 18 1.9116 3-1/8 1.1/2 — _ 4' 10d HDG 12 10d x 1-12 HDG i 465' .535:1-.580'.1' :' 280 •: . 31, Po, I F32 4 16d HOG 2 too x1-1/2 HOG ,550; 615a j' fi15:JI'' 280'.. 2x4 JUS24 111524 19 1-8/16 3-1/8 1.314 1 — 4 10d 2 10d : 675' 775.1 a3s.1 510 : SUH24 U24 I 16 1-9/16 3-i/4 2 1-3/I6 — 4 10d 2 10d x 1-12 500' '.560-1MS. - 350 . S. 4 16d 1 2 10dx 1-12 '-Zee 1 665.1 7201--380 HD26 NU26 74 1-4116 312 2-,2 1-1f8 Min 4 2 l6d 4 10dx1-12 : 6/5 645 1 745 I :365; .'', . 1 R5, F2 Ma .615 051 7451 '595• - r JL26 " ,_�, qqq W26 � 20_ 1-9g6 4-8L4 _ 1 72 15L1fi 6 I. 10d } 4 1..t-10dx? 32 :: 710 805'1 970 650 .6 ','t6tl 1 4-I 1.106x11T4 :840A 96011045.1 fi.50. 18112 ,-:T-RtI6.4-1311617374 ddd -1111 6 "AOdHDG •4-i •,Oct%7-72 H0G 695 { 800 87A-'730. I 31, R7, F32 6':76d HOG ¢;4-j.70dX1-12 MIG B30.L950' 1035.{ 730. _ JU526 W52fi-.r 18 .Y:.� ;4` -'S."70d �.4,...-? 10d .!r:%I 870- 1000I 1080:1 1115 1 9 4 5, R5, F2 MM ;YMIS26 18'' 1-976 5-1ri6 2 -T- _ fi`-.7-'70d r'612A5I 147511605 US '' 31, R1, F32 2zfi - SUH26 i ':U2fi a ,_.••r"-.' 16 — "; 1-9ft6 r u 5-178' = .i 13lI6 6 10d -4x112: 750 6 .;'"116d j 4 I':�90d%i 1rz "._I' 880 1000j 1080 -755'.. o 16. 1-519. 'S-7/I6 3.-{-, 3'2' 1. :.I`74 :...-l6d .:T.6 ' 2760 31401334SI 1925 .. HD2b :- �- HU26 A. 19716`3-112 2112 ' Mm 4 2 :t6d �-.2 i 10dx1,2`�_ 615 695 -745.: R5, Maz 616 -695 745 595 _ - HD2B `'j7 „_ NU2B 1A �' 1 9/16 6-174'1 "rl 2 12 1 1/8 •-..-1 Min 8 4 --:' 16tl I . ''.10d x 1 12.7 ..: 1230 1390I'1490 480 F2 Maz.: ,230 1390j 14901 625.. JL26 LU26 I 20 1-9h6 4-374 1-12 15116 — 6 10d 4 1 10dx 1-1/2 710 8051 8701' 650. 6 16d 14 1 10d x 1-12 840 1 9e'0 11045I 650' ..IL2bIF-TZ WC26Z I 18 1-9116 ¢72 1-12 _ _ 16 .100 H0G 4 I10dz 1-12HOG 695 800'I' 870-F.'730. - 31, Rt, I F32 6 16d HDG l 4 10dx1-,2HDG830 '950 11135 I:. 730 .JUG W28 20 1-9/16 6-3/8 1-12 1 W 6 _ 10 10d 16 1did x 1-12 1180 1295 .12951 -855 5, R5, F2 10 16d 16 loos 1-12 1400 1600117401 855': JL281F-1Z — 18 1-9116 6-116 1-12 — _ 8 11d HDG1 4 1 10dx 1-12 HOG -930 -10651 T1601,:730F 31,R1, F32 8 16d HOG 1 4 1utlx1-12 HOG 110SI42151.1215, 730 JUS26 U526 2 18 1-9r16 4-13N6 1-314 1 — 4 10d I 4 10d 871 10 1 000a0 -' 1115- ' JUS28 LUSZ8 18 1-9/16 6-5/8 1-3/4 1 6 10d I 4 1nd 1110 )1ZZO 1375 1.1115 . 5'115' US MUS26 MUS26 18 1-9/16 5-1/16 2 1 — 6 10d 1 6 I 10d 12851' 147.5116051 8M- 31, 111, MUS28 MUS28 18 1-SM6 7-1116 2 1 — 8 10d j 8 too 1710 1197012140 (' 1230 F32 SIJH26 U26 16 1-9716 5-118 2 1-3116 _ 6 1ud 1 4 1Od x,-12j 750 � 840 910 1- 755' 6 76d 1 4 1Od z 1-12 880. 10001 10M 755 MH28 — I 16 1-9/6 6-5/8 2 1-3M6 _ 8 10d 16 1 10dx1-7r2 10M 1 112011210 I. 800 B 16d - 6 100Y1-12 1175 133511440') 800 I HUS26 HUS26 16 1-5/8 5-7/16 3 2 — 141 16d 16 led 2760 11140 13345.I 1925 5 HUS28 16 1-07-3716 3 2 — 22 1 lee I S 16d 14170 1345 1 4345 1'2570 R5,HLIS28 HD28 HU28 14 1-9116 5-7/4 2-,2 1-1/8 Min 8 16d 4 ,Otlzt-,2 12i0 139011490 •780 '' F2 Max6 1230, 1390 1 T490i. 829 HD210 Hf1210 'I 14 1-9/16 7-3/16 2-12 1-1/8Maz Min 10 4 16d 6 tOdx1-12 '1510 1735i865" ' 780 14 ,215512430' 26I0-: 1170 1) UpUt hall have been increased 60%far wind ❑ seisnk loads, no lurthubwease shall be peMOted. 2)16d sinkers (0.148 da. x 3-114' long) maybe used at 0.84 at the table load whem 16d commons arespecified, This does not apply to JUS, HUM, MUS slant nall hangers. 3) FarJRS, HUS, and MO hangers Nails must be driven ata 30-to 45 angle through the joist a truss Into the headerto achieve the table bads. 4) NAII810d x 1-12' nails are 0148' da. x 1-12' long, 10d nalls are 0.148' dia x 3' long, 16d nails are 0.162' da. x 3-12' ION. New products or updated product irdumalon are designated in bhre foot. .Corrosion Fnish OStainless5teel CGold Coat WHDG NTFiple Tine 112 Continued on next page Hangers Face Mount Hanger Charts MiTeke _ '• '. 4 Joist 5-de f . Stod1 Nallo..- Gauge ns (n1 7S, - FaclrnerSclieduka=''s :.' : , ; AFW :: Allowable Loads (Lb& �. c �:. o_: - Code Ref.:. - Mai Header ,� Jout .Karl '- -. Nall floor c7: Roof. UPidta -1005 '115% 125°6 160%:1i JUS24-2 I LUS24.2 1 18 3.1/8 1 3-7/16 1 2 1 - 4 1 16d 1 2 16d 1 805'. '920- ,96S 1- 325 - (2)2x4 SUH24-2 , U24-2 16 13-18 3:18 1. 2 1-1/8 _ fi 10d 2 10d ' 750: :M .1 91-0 1 '.380' 6 16d 2 10d -.880 'T0001.101"a'FI50:: H024-2.~ HU24-2 ,:-...1st: 3,1/8..h3-12'- 1 2-..12 1-.1/8 -4• -:.16d, i 2.: 1Gd. 615':'M9= 745=:-385'-.`.- HUS24-2 - 14 3-18 3-7/16 1 2 1 - 4 16d- 2 16d .:850f ^:965` 1040 495 { HUS24-21F - 14 3-18 3-7lI6 I 2 1 - 4 16d 2 16d :'850_ -90,1 10401-: 495-1 34/&. 5Y7¢;1: ;2 1 :. -- 4 j*=18d.'�`...:16d' .1640 1,1115.1 12201 1355 -:, t SUH26-2 U26-2 ,.1 16 .3-V8 S-1f1fi �'.2 11/e -_ 1➢ tOd'aI. 4 :.10d. 1250 7405 1515 755 755 . 10 16d : > 4- j:10dt 1470' 1670 18001 .. HD242 ;^; t-HU24-2c>=�} 1st }(: '3-V8''[.*3.112 '4. 2-12 }118 =:: 4 1-76d%( 2' `10d-( fi15 -6g5;1 745 -jZ}2x8 .:. HUS26-2'G.= tHUS26-2-� 14.r =3-18 :5-1/4'}:2 ,1 i--•+X-A::16d .'-"4:(r;16d; 1025 1235 .1300 1155 r - HUS26-21F ': I:HUSC%-2, 1 =1st ' Y'3dB . '^5-174 ' : _ 2 1 - i 4 LOW: 1 %-4':. `16d ' 1085 12351'1300. 11`3 _ HD26-2 _;_ FHU26-2 f 1st �,318 5-114 " *2-12 r (11/B I .Min :Max 18 12 .. 16d.. 4 .1 10d.. -- ,123g 1390. 1490 .780 1 :1170 fi 1850 2085: 2235 H026-21F .mot 1 HUC2fi 2 11 I 1st 3 1B 5.1/4 777 �.2-12 }' ' wr 8 16A ` 4 10d- 1237 1850 1390 2085 { 1490 22351: { . 780 ' 1flg Max 12 JUS26-2 LUS26-2 18 3-1/H 5-1/4 2 1 - 4 16d 1 4 16d "1040 lig51 12201. 1355a Ij JUS28-2 LU528-2 18 3-18 7-1/8 1 2 1 - 6 16d 1 4 16d 1 1325 :1510 16451 '13S5 SUH26-2 U26-2 +163-1/8 5.1/16 2 1-0/8 - 1010d10d 1250 1405115151- 755 -j. 1 101.410d 1470. 1fi70 9SOOJ 755 SUH28-2 - 6-114 2 1-18 - 12 10d 4 10d .1500 1685 I.18151.- 755 ' 12 16d 4 10d '1765 19151 191B 1 q55'. HU526-2 HU126-2 { 14 1 3-1/8 5-V4 1 2 1 - 4 16d 4 16d 1181 .1235� 13001 "1itM �HUS26-21F HUSC26-2 14 3-1/8 5_114 1 2 1 - 4 160 4 16d 1085 1235 1300 j- 1155 (2) 2 x 8 ;HUS28-2 HUS28-2 i 14 3-1/8 7-18 1 2 1 - 6 16d 6 16d 1625 19501 19951 '1810 HUS28-21F HUSCZB-2 I 14 3-1/8 7-1/8 2 1 - 6 16d 6 16d 1fi25. 1850/49951 1810 5' H025:2 HU26-2 14 3-1/8 5-1/4 2-12 1-18 Mn Max 8 12 16d 4 10d 1230 -13901 1490 { 780 1 85, F2 6 :1850;2085 .2235 1170 H326-21F HUC26-2 I 14 3-1/8 5-1/4 12-12 _ Min H 16d 4 10 1730 :1390 1490 1 :780! Max 12 6 '11150 -2085'1'2235 -1170 /{029-2 HU28-2 14 3-1/8 7-1/8 2-12 1-18 Min 1� 10 14 16d 4 10d .1540 1735118651 '780 - 6 2155 24301 26101', 1170 HD28-21F HUC28-2 14 3-1/8 111 7-1/8 12-12 - Min 10 16d 4 10d 7540 '1735j 18661� 780 Max 1st 6 2155 24301261Il1 .1tt0 JUS28-2; W529-2 --2.*.;.; V k:=i_ .'S,- =16d': .::-4". 16d. 1325 11510 1645 -1355 ' JU52t0-2 ', . : LU8210-2 ` .: 18- I-3.1B- ' 9-18' =Z 1 =;• . 8 . +' l6d`. _ 6 . '.16d 1'1845. 21051 U9g 1980 SUH28-2 - 16 _3-11 - 6-1/4, {`I -P I11/8 '->I �. 12 10d -.4 :(,: 10d 15M 16851181E 1. 755 12 16d..'; 4 1=10d- 1765 { 19151 1915 : 755 ' SUH210-2 - U210 2 _ I 1fi 3 1/8 <.. { 8 9/16 .. �" 2 1 1B 16 1Od ' 6 -aOd.l = 2245 24201 1135 : 1fi (.. 16d. J. fi .1. 10d. 23501 2670 29801 1:t35 HUS28.2 :: ` HUS28-2� i'1 "1st 7c1/8' ..2 { 1 7j it; -16d {::: 6-1 1lid--11625::1850 19M 1810 ' HUS28-21F -- HUSG2872='111.14. i3-1B 7A/&'f.52 1. -'.'c--L6 v -16d- 6:1 .16d°11625 111150 INS '1811) - . (2{,2x10 H02&2 J.HU28-2 _ i4 31B - 71f6 F.212 I 1UB' .. Max 10- 1st 16d: .1 ;'4 fi 1 - 15-001735: 2155 2430 :1865 261a +3H0 1170 '. HD2B 21F �. HUC2B-2 1st - 3 1/8 Z 7B 2-12 . 'Mai- 10 1st. 16d. , .4 s - 10d.. ,c?::•'21i6 1SU 1735' '2A301,2fi10{. 1801.-780" 1170 - HU52ID 2;; ;_. HUS211.2 C� 1 14 1 3-1/8 '. 9.18 : 2 1 1 - _' �: ' 8 - t6d:.1': 8.'1-�16d' 21Z0 2465. 2660 { ZZYOl. .. _HU5210.21 HUSC210-2 14 .53-18"9r1/fi` :2 1 ---' 'H-.'.-,16d• : $'ia6d` 217O '2465 2660t 2210 .11- 111 14 :3-118 } 9- � 212 a lie tmak,.�,70 16d � ' ,3060 3475 3rG51950 F H 1 1111 = 111 ; a 1st Wo.3475 2430 2610 1170D 1 3724 1950 H00210-21F. ` 1. HUCO210-2":I ''1st s 3.1/4 j . g. S . 3' I 1 72 ' ..: 12 WSi.:::' fi . WS3. 5015 5590 J 55901 .2975 131, R7, F32 1) Uplift loads have been Increased 60%for wind or seismic load; no further increase shag be permided. 2)16d sinkers (0.148 dia- x 3-1/4. 11ng) may be used at 0.84 of Me table bad where 16d commons are specified. This does not apply to JUS, HUE, MUS stand nag hangers 3) For JUS and HUS hangers: Nails must be driven at a 30° to 45'angle through the joist artruss into the header to achieve the table loads _ +I A .F 4) WS3 Wood Screws are 1/4' x 3' long and are included with HD0 bangers. Sl NA➢S 10d nails are 0.148' dia- x 3' long, 16d are 0.162- dia x 3-12' lMg. New products or updated product Information are designated in bole font. Corrosion Rnish ®Stainless5teel EGold Coat UHDG STOple Zinc YJaGO W 114 Continued on next page 0 Hangers Face Mount Hanger Charts MiTek* p joist Size p o.., Steel - 60 . il. Dimensions CInO"' DFISV %, w N, q `Max Rag MY a 1001811. SUH314 I U314 I 16 2-GA6 10-9A6 2 11-1/8 18 'ad 6 llodxl-lf2 225012525 18 led 6 110WA12 2645J-30OH201�01-11112: HD314 4 14 2-9M 5 11-sh 6 I 2-1)2 1:1/8 . . ' 16 ' 6 led . a lBdXl-12 2465 36MI,4170 im Zma M [71. Max: -24,1 -T2 3 x 16 HD3141F WC314 14 2-SA6 11-SM6 2-112 - 16 led led X 1.11212465 11 3695 Z?W 4170 29BO 44351. F 1280 2B45 1 Max 24 -LJ 12 H0316 HLL316 14 I 2-M6 13-516 I 2-1/2 1-1/81 Min 18 ffafl' 26 led led 1 Xl-112 ZRI -1125 3315; 1 isso I 4M 14435 14435 I-2M HD316C HUC316 14 2-SA6 i 13-516 2-12- Min M1ax 28 6� led 7-12 27701 4005 V25 4435 . 33SS 4435 i 15M 2045. - 12x Is t 2-12i4zeLM M-. x1�14WIie�2 m21 I im ises .790;(2)3 5o5 1 .1170 (2)3x10 HD38-2 I HU38-2 14 5-12 I 6-11MS 2-1/2 1-118 Min 10 led 4 led 1 [IW 1735. 11865 : �780 1 6 r2155 2430 2610 1170 1 i HD310-2 I HL1310-2 .14 5-1/3 8 2-1/2 1-1/8 Min Max 1 14 1 20 led -16H 10d 12155 2430 2610 1 1 Meal 3475 3725*11625 HD312-2-,---* HU312-2*-. 14 5418 .10 kf Min m ' 16 1 16.16d �f2d -ffi- 8 li 12, ' 1241 0" 1 60 4IP720 9 (2)3xl4 HD312-2 NLI312-2 I 14 5-1/8 10 2-1/2 1-1/13 Min I 16 led 8 lad 2465 ZTBO 2980 .M -109 Max 1 24 H,2 36M Alva 447a 12348 JUS2613 V, LUS26-3 �l . 18 4-5/8 1,44-112 2-- 1 -1 - .4. led 4-- -36d 1040111 Be 1220,1 1355 1 26-3 uH, U '26-3 5-1/4 -j- 1 -j -.1 - 10d :�2 10d 1 WD 1120 1 380 1 2.2 f-.10dq�-111651116511111! 5820; .1 - 2 x-6- �1026 3, t 1-11.1264. 3 J4 .1. 4418-1 4-1/2 ;k �I 1,�/B, Min L Max I , H I'm w 4 . 4 7 6_ � 61� -,;•: : 1 5, f 1&90 2 �1411 T71710 1: 14DiE-31F _HUG26-3 1 1' 4mll' 27 2�1/2i, � m.-7 . 7 11 Win -MU " 12L -:16d 1 '4 jDd��-:: 1730 1 390 14901. 780 1 F2 6.. - Ia50 2085. 22351 1170 JUS26-3 1 LUS26-3 18 4-.% 1 4-112 1 2 1 1 1 - 4 led 4 led 1040, 1195 12201 1355-1 JUS28-3 LUS28-3 18 4-5/8 1 6-3n8 2 1 - 6 led 4 led 11325 1510 16451 1355 SUH26-3 I U26-3 I 16 4-V8 I 5-1/4 2 1 - 8 IOL 2 1 10d 1000 11201 : a 16d 2 1 - 10d 1155 1165 1165 i 311 (3) 2 x a HD26-3 HU26-3 14 4-5/8 4-12 2-1/2 1-118 Min a led 1 4 led 1230 11390 1490I 780 Max 12 6 111501.2085 1170 HD26-31F HUG26-3 14 4-5/8 4-112 2-1/21 - Min -Ta - led led 11850 1230 1390 114901 780 1 Max ex y 6 231151229[:1170 K028-3 7 14 - 4-5/8 6-M 2-U21 1-1/8 Ill LU_ led led 12155 �LUI 1735 1865 1: 780 Max 14 -L 6 2430 26101 1170. HD26-31F T14 4-0 fi-N 2-1/2 in lo led led :1540I 1735 18651 720 Max 14 --L- 6 2155 2430 2610 1 JUS28-3 WS28-3:&. =jq-,18: 4-548 6-318 - 2 --'1 ::16d- 4 led. & 11325 1510 1MI 1355 N I JUS213-3., L= -3 :18'. 4 -518:,l -,e+m: 2% �1: I AW] :6 t •M 6d 1845 2105 2r3¢ 11980'.tj I -W8 74: .-10d 6 .1 -10d 1 1750 *4965 21231 .1735'35q T '9Od. 12060 2335 2520LIL35 F16H 3" 14 . 6-318 �2--l� 1-1/8 in. 1 6d t4� 150 1735 1865 780-: Mal( 2155 2430 2610 1170 111 &3ffi- 2- Min.' -10 4 I IMO 11735 1865 :-780 'a Pax ir- 2155,1243t[ 2610 1170� D210-3'- . Nil�i 3 14L 4-W .2-itz M -14, 2ff-- if 0 2610 21510 1170 1117a ft2 3000*1 .3475 M 3725 lase. 19M G-3-, i6cii 14 .4-5/9 Van -I -14- led Cj ad 2M 2430 610 2610 J� 1170;. 1170, ;10.11 go8n IRS 3M Sm 1950 1950 HDONGnSIF--'-i M00 G-3 17 14:4 4-418 1 9 --j 1�IJ21: -12-T 11 Uplift loads have been Incnan 60% forwind or seismic loads; no further lwease: shah be joemnlifted. 2) led sinkers (0.148 dla. x 3-1/4' long) may be used at 0.84 of the table load wixers led commas am spe:ffled. This does not appiy to JUS, HX, MUS slard nail hangems. 3) WM Wood Sc are 1/4' x Y long and are included with HOG hangens. 4) KAU- 10d nails are 0.148' a x 3* ", 1 6d nails are 0.162' Ere x 3-1/2" long. New products air updatetl product Irdonmation are designaled in Ishm fwL Corrosion Finish EStalnlessSteel RGOIcGoat MHDG Nlriplelinc Continued on next page 117 I as Hanaers Face Mount Hanger Charts MiTeke -,j-DistSUe Usp 'Stock Na flef.110.- Gauge.W -inehmans [in) wklaa be. Loads (L65.L. Cade H 7.1 —I D 'A :Nail kaly, :� Mail jj a %J1 .. i I JM46 I LUS46 IS 3-5181 5 1 2 1 4 led 4 1 led 110401 IMS T.12201'.1355%'N Sulife -RTW�W"�. U46 I 16 3-9A6 4-1,VI6 2 1-1/8 10 10d 4 1 10d[125311405 1515-1 755 1. z:755 � I 1 I 10 16d- 4 1 10d [ 1470 11670 ISOD - 14- 3-5/8 2. .. 1 - 4 led - 4- v'16d 1-1095 11235 13DO -*.11155- 4x6 HL546lr HLW4 14 3-5/8 5 2- 1 4 led 4_ led 10851:1235: 13DO :1155, H046 KL4' 14 3-9/16 51116 2-12 1-1/8 Min a led 4 10d 12301 ISM 1490:1`� 780: 1 1 Max12 6 Im 20W 22351:1370 HD46F HUM .14 3-9/16 5-VIS 2-1/2 - Min a -16d 4 10dI :13M 1490 780 1170 Max T2 , 6 I&W 12085 2735 7 1TURM116.,7�7' U1141 B 3-W& 2 A. 4 1 -'Alid I M&V,117i:llm 11185112201 1355 1 S48 a 3-5,11 6-778 2 I V,. V;6' r-16d J 4: - 1: 416d'"L. 13251.1510:116451 1355 T 3-9116 47I3/Te .10 1--:10d:- --<4- 55 7 IU 1;: 16d:, 4�' k4k .1470 16701 18M 755 H1I546 :k -1 4 . :3-5A 5: 2 .. I d, ' -44 6d ]L11 131 113DO 1 1155 1 1 60 �� -4 JF d 235 13DO 1155 1 7 HLkW 14 3-518 T: -:j -6 1."16d I ism 19951 1810.1 1 4 B..- .14 '.6'- led 6' 1 .1 6d I BE 11 850 1995118101 HD46 S(I 4 - Z. 1230 1390 149NO 780 Max - 6- ism 2095 2235 1- 1170 po - 14 3 9116 K:16d -'4' G.. fact 1230 1390114901 a' 5. Re. M . 12! 148501 20MI 2235 F7 1 70 liD48 ,--.HU48 14 3 -&Is G .[2_ Min Max 10 t.14 1�-16d; i 15JIO -1735 1865 .780 F2 2155 124311' 25101.11170. 481F. i-*!iM _fe�'6 .: I. [ 2.�j2 Win N� 10 �j 61 lod f - i. - 154011735 I&S 1 780 2155 2430 12610 A-170. JUS48 1 LUS48 I 18 1 3-5181 6-7/8 1 2 1 1 1 - 6 1 led 4 led 2105 "a 0D1645 1- 1355. JUS41 0 UIS410 18 3-518 1 B-7/8 1 2 1 1 - 8 led 6 led 54 5 2 1 FS 7290 -ism SUH410 111 U410 I 16 3-91161 B-3/8 I 2 1 1-1/8 - IS I'd ' 10d 2000 245 2420 1335 16 led 2679128801135 HUS48 I HUS48 14 1 MAI 7 2 1 1 - 6 led 6 1 led 1 16251 1850 1995 11810' HUS481F 1 HUSUB 1 14 3-M 7 2 1 - 6 led 6 1 led 11 62S 1: 1 EMM 1995LIAB101 H048 HU48 14 3-9n6 6-15/16 2-1/2 1-1/8 in 10 led 4 10d i t 11865-1 �71BO - Maz 14 6 11F5,51 2155 i il M, 26101 1.170. 400 HDQIF HUC48 I 14 3-9116 6.15/16 2-1/2 - Min 10 led 10d f IW 11735 18651:780. Maur 14 6 2155 2430 '12 0 HLIS410 14 3-518 S-7 2 1 - 8 led 8 led 2170 2465 � 1 � R221 0 �li r�US411 LG41�1 F HUSC410 14 3-5Y3 8-7/8 2 1- led 8 led 12170 2465 26M .2210- HDL41 0 HU410 14 3-9P16 8-13/16 -1/2 1 1 - NJ 14 led 10d 2155 2430 2610 ..1170 MaxM20 --L 10 30B0 3475 3M 19M HD4101F HUG410 14 3-9/16 8-1316 -1 1 M 14 led 1 fort ZI55 12430 2001:-1170- 1 Max 20 — 1H �3475 -TM �igw HDO4101F I H000410 14 q-QMA q 3 1-12- 12 v5.1 6 WS3 .-. I .50 5S90'.I 2975 1 1131, 111, 1) Upift loads have been increased 60% forvAnd or seismic loads; no further increase shall be joemnittad. 2)16d sinkers (0.148 diL x 3-1/4" long) maybe used at 0.84 of the table load where led commons are specified. This does not apply to JUS, HUS, MUS slard nail hangers 3) WS3 Wood Saws are 1/4' x 3" long and are Included with HDO hangers, 4) NAU.S:- 10d rails are 0.148" da. x 3'long, 1 6d nails are 0.162' dia. x 3-112' long. New products at updated product information are designated In blue ford. Corrosion Finish NStainless Steel MGM Goat MHDG XTdple Zinc 119 MINIMUM GRADE OF LUMBER t. ; UNLESS SPECIFIED ON ENGINEER'S SEALED DESIGN, APPLY tx4-r-BPACE, BOX Top Chord 1x4 SYP �2 BPF i¢7/>f2 U! ballxr LENUTII OF WED, VALLEY ED. a.WE SPECIB9 AND ONADE OR BETIER. ATTACHCn YATII Ild OD% ((0.120' 2.8 HAILS AT B' OU. on CONnNUEU9 Lxtfm OWING. Doll chard 2x0(•) OR 2x4 SP f2N OR SPF 11/12 or bait, r EQUALLY spncF, FDn'4 CA. VALLEY wEBa OnuTEit TtPlt T-B . Web4 20 SYP dD or bettor AWUMUTA VALLEY VER11CAL HOOHT MAY NOT MOEED 11'-0', (r) •Sn0 MAY of RIPPED FROM A 20. (PITUHED OR SQUARE) TOP nHURD OF TRUSS BWUTN VALLEY SET MUST BE BRACED wrTH, (") ATTACH GWH VALLEY 70 EVERY 9UPPORINO TRU99, WR111 mpEAnx. //,,rtA111EC, nATEO sHcATnlNo APPLIED rImon TG VALLEY TRUSS n 1VAUATION . - (2) 104 BOX (0.100- x J.D NuLS ME -NAILED FUR PURLING AT 14' DL. OR AS OtALAWLTC SPECIFlED'ON O101NEFA9' 9FAEE0 DESIGN IBD OOj. ASCE 7-10 ,J,UPH WIND. , — MEAN HDOHI, WCLWLO BUILDING.DR - OY VALLEY TRUSSES USED IN UEU DF PURLN SPACING AS SPECIFIED ON EXP. D. BESIOENCW. WIND TO DL-B P01. ENCINEERS' Saw .DESIGN. 01 IppOM 2xB OR IMOCR A9 REQUIRED 4'-0" Max SUPPORTING wL fx4 6'-0" Max 6'-0"Max neN/aPL� 20'-0" Max SES AT 24" OXf- AXIM SOUTHERN TRUSS COMPANIES SPACING, t Pierce Dlvlalo� 2e90 N1d HiP2x t0 Irnoy, Port P(rrve, Fl. ay4501 I)331-OBOB (TTZ)404-41B0 Fax:(772)O(U-001B BOOTTTOM VALLEY. (^QNME'Tfkm 111E PURUN BPACNO MR BRACING THE TOP CHORD Or THE TRUSS tlENGTN THC VALLEY IS MEASURED ALONG THE SLOPE OF THE TOP CHORD. (+r) LARGER SPANS IAAY, BE BUILT A4 LONG AS TIE VERTICAL HEIGHT DOES NOT EXCEED 12-0. BOTrOH CHORD ANY DE SQUARE OR PRcHEO cur A9 9HowN. 12d nol 0 cur cHonG w2.1, OPTIONAL STUB t OPTIONAL HIP END VERTICAL - JOINT DETAIL dalpRN, PIGH iouumed to x0 RRuhed to Pt on , FRAMING TO LL 20 20 PSF TO DL 10' 15 PSF BC DL 10 10 PSF DC LL 00 00 PSF TOTAL LOAD 40 46 PSF tmoR 1.25 1.25 S PF HFsp Lc;N DFL =E j U SPF HF d o SP DFL 5HF E E U o o N SP r DFL SOUTHERN TRUSS COMPANIES end Fort ''itEFER TO CHARF ABOVE FOR MAX OA9LE VERTICAL LE T FnvVvn 6mcHv 4 Aol Ne IUPme160W of Wa on 06MLE TRUSS,UETAIL NOIFSI LIVE LOW OFilECNON6¢c WL" IS L/RiD' PRIME US 06FAIH0 l6 PSF ICCRUIW IAAc OARLE ENO OUPPOR40 .WAD FROM 4'—O' ' ONILOOxEIR WITH R—a O'VERNNIO,UX Ir PLTWa00 OVEi1 0. A I{OH EACH 'l.', ORAOC Wmi IS' µNIB 1 FOR (17 L" GRACE OPAOE NAILS AT s" OC. II le ENU zor{® ANd 4 00. OEIWEEN ZOUEs. pOR IUs) 'L BRAC�I SPACE WLS AT J OC, I 10' EN .ZONES AN0 e' OO, OEIWEEN ZONES. MEM9EOAHCIIND MUST HE A MINIMUM OF 00X OF WEO ryg Emant PI lE SI NO BP a EBB h-0 1n4 OR RtJ LEq MN 11'-la'0•� OUT Rx4 a FA !R 1 —9 s.Et4 fl C fl B u PEN( SPLIOE NIP HE PUTES, Irdc�lapmilk F porvtGivwdluunnd toaPnvnlrvIpPVnp evr cm Maxlmun Total Load So PSF &PACING AT 24" O.C. Z)icaI Pi MINIMUM CflAOE OF LUMBER Top Chord 2.4 SYP 12 or b.M.r Doll Chord 2x4 SW J2, or bettor . Wob. 2x4 SYP 13 or better REFS- TO SEALED DESIGN FOR BUSHED PLATES SPACE PIOOYDACK VOTTIC/12 AT 4' DC M. TOP NOT DI110710Y11 O HHORD SPLICES PLI E MUST BE STAGGERED SO THAT ONE SPLICE ATTACHSOLID PLUMBS 'TO TOP OF FLAT TOP CHORD- IF PIOOYBICH I 90110 APPLIED LUMBER OH 1 M BOTTOM CMDR 19 OMITTED hNO TRUSS. WY BE APPIIfD B FA 711E 7GP IORO OF sUPPdftTWa TRUSS. REM 70 ENONETJYR SEALED DESIGN FOR REQUIRED PURUN SPACING. Was DETAIL IS APPLICABLE FOR THE FOLLOWING WINO CONORIONSr 1. 'Q MPH WIND, 30' MEAN HOT. ASCE 7.10 CLOSED BLDG. LOCATED ANYWHERE IN ROOF, 1 MI. FROM COAST CAT 1, E%P C, WIND TO DIM PSF, WIND DO D4" Psr 140 MPH WIND. 3D' MEAN HGT. FBC2N 1RODF ENCLOSED BLDO. LOCATED AMW7IFFPREE �I WND To oL-e PSF, WIND BC GL-B PSF. aback ®�tea ii WED BRACING CHART WEB LENGTH REQUIRED BRACING 0' TO 7'0" NO BRACING 1x4 i' BRACE. SAME GRADE; SIDWES'AS WEB 7'0" TO 10' MEMBER, OR BETTER AND 807 LENGTH OF WEB MEMBER. ATTACH WITH Bd NAILS AT 4" 0/C. . 2x4 'T" BRACE. SAME GRADE, SPECIES AS WEB 10' TO 14' MEMBER, OR BETTER AND SOT. LENGTH OF WEB MEMBER. ATTACH WITH 16d NAILS AT 4" O/C. air ATTACH PIGGYBACK WITH 0"x9x1/2COX PLYWOOD WITH 4—#5d NAILS IN EACH BOTH FACES ® '4'-0" O.C. MAX. JOINT SPANS UP TO TYPE 30' 34' 36' 52' A 2x4 `' 2.5x4 2.50 3x5 B 4x6 5x6 5x6 5x6 C 1.5x3 '1.5x4 1.5x4 1.5x4. D 5x4 5x5 5x5 5x6 ." G laic C I I—f��61 C w a r 1--e T r--1 !�D Emotion bneing b not the m eponlbN¢ or Ima dnlgnoG Palo mvnduelvrr low Iran lobricalar, perm unliny Won an awlloned to look prouder l aides rryordlnyy e�rea[Ion betting ENrh b airole required b pmenl lsppin9 and dwdnohg swNg ombg am anneal brainI I . may be Irquked In 1pednr oppkaaon. Sri 'DCSI-BI Swxnvy eM1wI Canmmivy and meo. I I— do0w Iv hnwSv' be om, & bocb g mold Fhle euneclid rood buuea' (IPI} Lawn Go to M erecled and labnrd to fail In o sMlghl,md pkm5 poellkn when no rhealhN b oapliW dkrcuf to the lop rlwrd5 they sholl 61 Good m opednrd on More ign. Truuee dal be We rM renewable eve doing ,mum to Fool kmage. Maxlmun Loading 55pof at 1.33 Duration Factor 50psf at 1.25 Duration Factor 47psf at 1.15 Duration Factor SPACING AT 24" O.C. L-BRACE DETAIL ling Pattern . L-BracesizeNail Sife . Nag Spacing ' 1x410d qNall V.o.c. 2x4, 6,16d 8^ D.C. g entire length of L-Brace.Vs Nail to Both Plies): W Web L-Brace must be same species grade (or better) as web member.- NDta: L-Bracing to be used when continuous literal bracing is impractical. L-brace must cover 90.%of web' length' t L-Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing lNeb S¢e 1 2 Zx3 or2x4 1x4 — 2xs 126 �^ 2x8 2x8 — DIRECT SUBSTITUTION NOT APLICABLE. L-Brace Size forTwo-Ply Truss Specified Continuous: Rows of Lateral Bracing WebS¢e 1 2 2x3 or2x4 2x4 2x6 2x6 »+ 2x8 W +++ — DIRECT siJBsTrNT10N NOT APLICABI E SCAB -BRACE -DETAIL I ST - SCAB -BRACE Note: Scab -Bracing to be used when continuous Lateral bracing at midpoint (or T-Brace) is impractical. Scab must cover full length of web +1- 6". THIS DETAIL IS NOT.APLICABLE WHEN BRACING IS — ' REQUIREDAT'iM-POINTS OR I -BRACE IS SPECIFMD.-',' ' APPLY 2x SCAB TO ONE PACE OE WEB WITH 2 ROWS OP 10d'(3" X 0.131'� NAILS SPACED B-O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. ' ' W MAXIMUM WEB AXIAL =.IZ = 2500 Ibs MAXIMUM WEB LENGTH=•12'-0" scA6 BRACE 2x4 MINIMUM WEB -SIZE - ;'SCAB WEB GRADE OF#3 Nails / Section Detall Scab -Brace Web Web Scab -Brace must be same species grade (or better) as web member. T-BRACE / I -BRACE DETAIL Note: T-Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T-Brace / ]-Brace must cover 900% of web length. Note: This detail NOT to be used to cMWert T-Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T-Brace size Nail Size Nail Spacing 1x4orUS 1od 8'o.c. 2x4 or 2x6 or 2x8 16d 8' O.C. Note: Nail along entire length of:T-Brace I I -Brace ' (On Two Ply's Nail to Both Plies) . . alternate position Nails Section Detail -Brace Web Web alternate position Nails Web Nails I -Brace SPACING �Y Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size ' 1 2 2x3 or 2x4 tx4 (') T-Brace .1x4 (') I -Br 2x6 1x6 (') T-Brace 2x6 ]-Brace 2x8 2x8 T-Brace 2x8 I -Brace Brace Size for Two -Ply Thus Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T-Brace 2x4 I -Brace 2x6 2x6 T-Brace 2x6 I -Brace 2x8 MT -Brace 2x8 I -Brace T-Brace I I -Brace must be same species and grade (or better) as web member. (q NOTE If SP webs are used in the truss, Ix4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 wfth 1X_ bracing matedal, use IND 45 for T-BracPJl-Bra For SP truss lumber grades up to #1 with 1X_ bracing material, use IND 55 for T-Brace/I Brace Job Truss Truss Type Oty Ply Renton-Jem-Island Al Roof Special 1 1 Job Reference (optional) Southern TmsrfL Pierce; FL., 34951— IS 2019 print '8i31GS-Avg-132o191AjTekindustries;tnc. Wed Oct 3007S5a0-^-•-----Pegdrl ID:ftG6g8FFZBHuIjMFrj8yPcjA-TXJ7AuulnTyohTSYW411EGXlIVfN9Y7G4zXLOTyOld RLL 510.9 52.5 610.15 7L4 ]A-3 F19-3 )-1-) 66- 313 6-10.9 5L-1 Sa3 SR-13 9- ]-03 1-11-0 3-1-0 1-0.6 3-0.b 12A 0.b13 e Scale=1:82.9 R q Plate Offsets (X, Y): [11:0-2-8,Edge), [19:0-6A.Edge], [21:0-5-4,0-1-8], [28:0-2-2,0-1-0], [30:0-2-2,0.1-0) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udell Lld PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(L-) 0.32 18-19 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.64 18-19 >828 180 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(CT) 0.28 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 298 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'ExcepC B1:2x4 SP M 31, B2,F2:2x4 SP No.3 WEBS 2x4 SP No.3'Excc W4:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 14-12 oc bracing. Except: 7-2-0 oc bracing: 13-15, 11-13 WEBS 1 Row at midpt 5-18. 6-16, 7-16, 8-16 JOINTS 1 Brace at Jt(s): 13 REACTIONS (Ib/size) 2=2491/0-8-0. (min. D-2-1), 11=2192/0-8-0, (min. 0-2-9) Max Hertz 2=294 (LC 8) _ Max Uplift 2=-751 (LC 8). 11=-604 (LC 9) FORCES (lb)- Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4161/1145, 34=-0563/1290, 4-5=-4442/1311, 5-6=.3442/994, 6-7=-2487/750, 7-8=2488!/79, 8-9=3140/831, 9-10=-3511/937, 10-11=-3738/930 BOTCHORD 2-32=1170/3591, 21-32=1170/3591, 5-19=242/877, 18-19=1196/4029, 17-18=776/3006, 16-17=-776/3006, 15-16=-509/2717, 14-15=-677/3187, 13-14=-677/3187, 11-13=-677/3187 WEBS 3-21=-7051277, 19-21=1178/3604, 3-19=21/602, 5-18=1259/516, 6-18=-228/858, 6-16=-1270/569, 7-16=471/1665, 8-16=8741432, 8-15=-721483, 9-15=558/292, 9-13=01296 NOTES 1) Unbalanced root live loads have been considered forthis design. 2) Wind:ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=S.Opsf, h=16ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 pet bottom ctiord live -load nonwricurrenl with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 751 lb uplift at joint 2 and 604 He uplift atjoint 11. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 342 lb down and 149 Ib up at 3-1-13 on bottom chord. The designlselec8on of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (IbHt) Vert: 1-7=70, 7-12=70, 2-20=20, 11-19=-20 Concentrated Loads (lb) Vert: 32=342 PE 7QO51 h \ - �`L 'rrTA i i-PoT 4 ORIV i///ASS/ONA_ Job Truss Truss Type Oly Ply Renton-Jem-Island A2 I Hip 1 1 Job Reference (optional) ----Rua ZB S•Aeg.132019 Pdn1.8:310SAug.122019 MiTeV,,Jndusaiee, Inc. Wed OC3007:55:50. .--Page�le ID:1BXhEBDJyVWRw7Gw183pPhyPcN7-TXJ7AuulnTyohTeYW411EGXp9VRd9XnG4zXLQTy01ct 2794 0-0.5 6812 8-2-16 24A &2A5 &1-3 2-]-3 t-2-1 BLS 6A-12 eide 48-e 0.411 62-t5 2J-11 H Scale=1:80.1 Plate Offsets (X, Y):[6:0-2-8,0-2-4],[7:0-3-0,0-2-8],[8:0-2-9,0-1-8],[13:Edge,0-3-8j,[15:0-2-12,Edge],[16:0-3-0,0-3-0],[18:0-2-8,0-2-0],[25:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.59 Ven(LL) 0.36 21-22 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 1.00 Vert(CT) -0.69 21-22 >773 180 BCLL 0.0 Rep Stress Inor YES WB 0.84 Horz(CT) 1 0.33 13 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-S Weight 29216 FT=10% LUMBER 6) Pmvide mechanical connection (by others) of truss to TOP CHORD 2x4 SP M 31 'Except* T3:2x4 SP No.2 bearing plate capable of withstanding 6171b uplift at joint BOT CHORD 2x4 SP N0.2 *Except* B6:2x4 SP No.3 2 and 5191b uplift atjoint 13. WEBS 2x4 SP No.3 *Except' W10;2x4 SP No.2 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3.2-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 14-12 oc bracing. WEBS 1 Row at midpt 5-21, 8-20, 8-16 REACTIONS (Ib/size) 2=218310-8-0, (min. 0-2-9), 13=20061 Mechanical, (min. 0-1-8) Max Hartz 2=300 (LC 8) Max Uplift 2-617 (LC 8). 13=519 (LC 9) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-37481957, 3-4=31151837, 4-5=-2925/864, 5-6=-2314/681, 6.7=-1949/674, 7-8=-2316/701, 8-9=-3881/1261, 9-10=4109/1241, 10-11=-4095/1074, 11-12=-3614/924, 12-13=-1945/512 BOT CHORD 2-24=-993/3208, 23-24=-993/3208, 22-23=-993/3208, 21-22=-738/2698, 20-21=357/1949, 19-20=-06912423, 18-19=469/2423, 17-18=38/265, 10-16=4451338, 15.16=-815/3312 WEBS 3-24=0/298, 3-22=-595/297, 5-22=97/565, , 5-21=1050/512, 6-21=-176/674, - 7-20=183/620. 8-20=-728/420, 16-18=439/2194, 8-16=567/1426, 11-16=-115/387, 12-15=-766/3047 NOTES 1) Unbalanced roof live loads have been considered for this design. \\ / 2) Wind:ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0psf; h=16ft; Cat. \\ \ � I �j II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope);\GEN`SF Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. / F E 7 051 �\ 4) This truss has been designed for a 10.0 psf bottom t f l chord live load nonconcurrent with any other live loads.- �, 5) Refer to girder(s) for truss to truss connections. �S A ice\ Job Truss Truss Type Oty Ply Renton-Jem-Island A3 Hip 1 1 Job Reference (optional) ---"SOGIDem Truss{t, pj¢;ee; FL-, 3495}-"- ---_-- •--- Rum 8:31-5-Aug-13201"JrdUa.316SAug-132019.MiTek.Induslnespl= Wed Oct 30074&q50-.—tr..—.page;-L_;..._ ID:Tg7DOML9BmOrtm W NhJsSyPCJSTXJ1AuulnTyohTBYW4pEGXjOVgZ9XaG ZXLOTyOIM 2.1.9 1 t"9 SY] 1 ]de 6-0-e 7-2-15 I Lt-3 1 21t Lbt 5x]= 5z5c G%6= 3Li� ZSe 6877st2 S-B-e ]sit 7-2-15 ;" t1 1< Scale=1:80.1 Plate Offsets (X. Y): [6:0-54,0-2-8], [7:0-2-8,0-24], [8:0-3-9,0-1-12], [13:Edge,0-3-8], [15:0-2-12,Edge], [16:D-2-8,0-3-0], [18:0-2-8,0-1-12], [22:0-24,Edge], [25:0-2-2,0-1-0] Loading (psf) Spacing 2-1-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Ved(LL) 0.21 21-23 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.251 BC 0.93 Vert(CT) -0.49 21-23 >999 180 BCLL 0.0 Rep Stress Incr YES I WB 0.85 Horz(CT) 0.35 13 n/a n/a BCDL 10r0 Code FBC2017/TPI2014 Matrix-S Weight: 297 to FT=10% LUMBER 6) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 SP No.2'Eccept' T2,T1:2x4 SP M 31 7) Provide mechanical connection (by others) of truss to BOT CHORD 2x4 SP No.2'ExcepV B6:2x4 SP No.3 bearing plate capable of withstanding 602 lb uplift atjoint WEBS 2x4 SP No.3 *Except' W11:2x4 SP No.2 2 and 502 lb uplift at joint 13. BRACING LOAD CASE(S) Standard TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc - bracing. WEBS 1 Row at midpt 5-21, 6-20. 8-20 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-2-9), 13=20061 Mechanical, (min. 0-1-8) Max Hertz 2=282 (LC 8) Max Uplift 2=-602 (LC 8). 13=502 (LC 9) FORCES (Ib)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3771/937, 34=3185/820, 4-5=-3007/846, 5-6=2494/692, 6-7=-2066/657,7-8=2429/661, 8-9=-3853/1184,9-10=4053/1166, 10-11=4077/1025, 11-12=3648/907, 12-13=-1936/493 BOT CHORD 2-24=963/3232, 23-24=963/3232, 22-23=-721/2764, 21-22=721/2764, 20-21=40512130, 19-20=-45812438, 18-19=458/2438, 17-18=-46/259, 10-16=-372/291, 15-16=-82013398 WEBS 3-24=0/282, 3-23=-5571282, 5-23=-75/503, 5-21=884/437, 6-21=233/735, 6-20=310/148, 7-20=.157/620, 8-20=559/347, 8-18=309/169, 16-18=422/2227, 8-16=520/1384, 11-16=63/265, 12-15=755/3084 NOTES 1) Unbalanced roof live loads have been considered for this design. \\ \ ♦ ul Bk p� _ 2) Wind: ASCE 7-10; Vult=160mph(3-second gust) \\� \'�--- Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf, h=16ft; Cat \\ ��'-� ��GENSF ♦��- �/ II; Fxp C; Encl., GCpi=D.18; MWFRS (envelope); pE 7 051 ♦♦\ i Lumber DOL=1.60 plate gdp DOL=1.60 / 3) Provide adequate drainage to prevent water pending. _3 -� i I 4) All plates are MT20 plates unless otherwise indicated. 17i x 5) Thig truss has been desigggfi for a 10.0 psf bottom L chord live load nonconcurrent with any other live loads. $TA / rr ♦ 4 FCIORI� sS/ONAIL IENG\\�\\ Job Truss Truss Type City Ply Renton-Jem-Island A4 Hip 1 1 Job Reference (optional) ---- Southvr:r.srF:PiercwFL—, U951--- -•--Run:b315Aug-132019 Pimt:8.310SAug-132019 MRek Industnes,Ica Wed Oct 30D7,55:53e.,,.a-..- 1caga�4:a+.� ID:Rf7pwMDNhOYrz L120zgenyPcOgxktNOEwYn4fJdjk4oEynT4x 14u270JdGuMOlcs 3.1A a85 61-13 Ft-13 S00 5-0e 6t-13 t4 11tt &tli et 9-&0 t &11i Scale=1:78.4 Plate Offsets (X, Y): [4:0-2-8,Edge],[6:0-2-8,0-2-0],[8:0-2-8,0-2-4],[13:0-2-8,0-2-12], [20:0-2-2,0-1-0] Loading (psf) Spacing 2.0-0 CSI DEFL in (loc) /dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.18 2-19 >999 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.44 16-17 >999 180 BCLL 0.0 Rep Stress Inv YES Wit0.57 Hom(CT) 0.15 13 n1a rue BCDL 10.0 Code FBC2017r7P12014 MatdxS Weight: 27416 Ff=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31'Excepr 133:20 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, except end verticals. GOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. WEBS 1 Row at midpt 5-17, 7-17, 7-16, 9-16, 11-13 REACTIONS (Iblsize) 2=218310-8-0, (min. 0-1-13). 13=20061 Mechanical, (min. 0-1-8) Max Horiz 2=264 (LC 8) Max Uplift 2=-586 (LC 8), 13=484 (LC 9) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3760/937, 3A4 3466/858, 4-5=-3457/886, 5-6=2673/699, 6-7=-2306/683, 7-8=2192/637, 8-9=-2547/649, 9-10=.2528/683, 10-11=2705/668 BOT CHORD 2-19=-95613231, 18-19=711/2812, 17-18=-711/2812, 16-17=-024/2341, 15-16=45412416, 14-15=454/2416, 13-14=A82/2028 WEBS 3-19=320/282, 5-19=116/542, 5-17=747/406, 6-17=1547789, 7-17=262/210, 7-16=470244, 8-16=1527736, 9-16=372/314, 11-14=-381454, 11-13=-2680/650 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Refer to giMer,(s) for truss to buss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58611) uplift at joint 2 and 4B4 lb uplift at joint 13. LOAD CASE(S) Standard ull l8%<'/:, ---�F9,i PE 75051 A'. �_ tv "TA�t [r� ` i5:' IORID_'���� Job Truss Truss Type Oty Ply Renton-Jem-Island AS Hip 1 1 I Job Reference (optional) ---Somherii T.WR.Pierce,-FL.,3495Y-----'— � e=., - ���— P.un:8.315=Aug13'2019FKn 8.310SAug432019MneklnduWes,Inc-Wed Oa30o755:5L..,... ID:2shfEj3nLb9VLoTgHhngLyPcD4-xktNOEv Yn4fJdjk4oEynT4xgvlbuypOJ4GuyryOlcs 2-1-9 1 It I b2-12 e-2-t2 5114 8.14 Ili, 610i it0.4 tt's N1l Scale=1:78.4 Plate Offsets (X, Y):[5:0-6-0,0-2-8],[7:0-6-0,0-2-8],[10:Edge,0-3-8],[11:0-2-8,0-1-12],[18:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/de8 L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.80 Vert(LL) 0.16 14-15 >999 240 MT20 244119O TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.38 14-15 >999 180 BOLL 0.0 Rep Stress Inv YES WB 0.91 Horz(CT) 0.15 10 n/a We BCDL 10.0 Code FBC2017/7Pl2014 MatrixS Weight: 264 lb Fp=10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP M 31 *Except* T3:2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' B1:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid calling directly applied or 6-5-6 cc bracing. WEBS i Row at midpl 4-15, 6-14, 8-12 REACTIONS (lb/size) 2=218310-8-0, (min. 0-1-13), 10=20061 Mechanical, (min. 0-1-8) Max Hertz 2=245 (LC 8) Max Uplift 2=-567 (LC 8). 10=463 (LC 9) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 2-3=-3737/835, 34=3493/860, 4-5=-2903/683, 5-6=2651/684, - 6-7=-2651/684, 7-8=2700/614, 8-9=-2736/633, 9-10=-1955/482 BOT CHORD 2-17=-844/3197, 16-17=-844/3197, 15-16=-844/3197, 14A 5=-542/2478, 13-14=396/2293, 12-13=-396/2293, 11-12=-501/2389 WEBS 4-17=01370,4-15=831/432, 5-15=1261604, 5-14=231/444, 6-14=-537/315, 7-14=277/694, 7-12=-02/355, 8-12=214/256, 8-11=467/208, 9-11=49712398 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:ASCE 7-10; Vult=160mph (3-second gust) _ Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. \ \ \ w H I I / l//// II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 \\ V1-BL'� 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom �� V chord live load nonconcuuent with any other live loads. / p E 7 051 �1 6) Refer to girder(s) for truss to truss connections. - ` ! 1 7) Provide mechanical connection (by others) of truss to * 1 bearing plate capable of withstanding 5671b uplift anoint rr U , ry,. 2 and 46316 uplift at joint 10. � STA - 14 i i-, FG ORID /NAL1� G\\\\\ Job Truss Truss Type Qly Ply Renton-Jem-Island A6 Hip 1 1 Job Reference (optional) — Southe.l TrusT. Ft Pierce, FL:, 349S1= --- — F,nNt'E.3i0 5 AUgi3Y0t0 MtTek IndusNeS, In.. Wed Oct 30 07:55:A��ageA- ID:75kSEvHWoWf4ShhHUEjQyPcBR.xk W OEuYn4fJdjk4oEynT47rvea=EQJdGuyvyOlm b1-9 1 7t44 7-3-t2 6Aa f4 6d-0 72- 4N< UR� 3a 34- W. ft 7< 6to-0 &164 7. 0.11i Scale=1:78.4 Plate Offsets (X, Y): [5:0-2-8,0-2-0], [9:0-2-8,0-24], (12:0-2-8.0-1-8], [73:0-2-0,0-2-0], [20:0-2-2,0-1-0] Loading (Ps() Spacing 2-D-0 CSI DEFL in (lac) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.19 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Ven(CT) -0.47 16-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 Code FBC2017fTP12014Matrix-S Weight: 262111, FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T3,T4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B2:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 4-18. 6-18, 6-16, 8-14 REACTIONS (lb/size) 2=2183/0-8-0, (min. 0-2-9), 12=2006/ Mechanical, (min. 0-1-8) Max Horiz 2=227 (LC 8) Max Uplift 2=-547 (LC 8). 12=-440 (LC 9) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3771/814, 3-0=3556/836, 4-5=-3069f781, 5-6=-2650l746, 6-7=-2954/799, 7-8=2954799, 8-9=-2383/668, 9-10=-2771/691, 10-11=2591/582, 11-12=-1961/455 BOT CHORD 2-19=-83013235, 18-19=-830/3235, 17-18=748/2964,16-17=748/2964, 15-16=691/2873, 14-15=691/2873, 13-14=-479/2269 WEBS 4-19=0/310, 4-18=-686/373, 5-18=147/887, 6-18=644/304, 8-16=-27/295, 8-14=896/355, 9-14=-140/749, 10-14=-126/283, 10-13=-592/217, 11-13=492/2326 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 547 lb uplift at joint 2 and 440 Ib uplift at joint 12. LOAD CASE(S) Standard GENS�\ P E 76051 F4 Oag RIO NALIENG\\\ Job Truss Truss Type Oty Ply Renton -Jam -Island Air Hip 1 1 Job Reference (optional) Sdutherii7r3s'Ft. Pierce; FL.,-34951' Rani 8:31-5°Au9'¢32019 Prinb$:3106Aug 192019 MiTek-Industries,lnull'ed Oct 301—:— ID:OySgLXBgrSg518yXvPn6eryPU xkWOEWYn4fJdjk4oEynT4w ld=QJdGuyvy0im 3-1-9 69-0 6242 749 b2-13 7i-9 62-12 31H 69i e - 1 7-2-13 f 7-2-13 I 7-2-13 I 6t I t". Scale=1:78.4 Plate Offsets (X, Y):[3:0-2-8,0-3-0],[4:0.5.4,0-2-81,I8:0-5-4,0-2-8],(11:0-2-12,0-1411,[12:0-3-4,0-1-8],[20:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.24 15-16 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.62 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.19 11 n1a n/a SCDL 10.0 Code FBC2017ITP12014 MatrixS Weight: 261 lb FT=10% LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 *Except* T3,T4:2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-0 oc bracing. REACTIONS (lb/size) 2=218310-8-0, (min. 0-2-9). 11=20061 Mechanical, (min, 0-1-8) Max Horiz 2=208 (LC 8) Max Uplift 2=.524 (LC 8), 11=475 (LC 4) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3803/918, 3-4=3229/885, 4-5=-3437I1026, 5-6=3437/1026, 6-7=-3437/1026, 7-8=-3310/966, - 8-9=-28071761, 9-10=-23831587, 10-11=-1968/485 BOT CHORD 2-19=-893/3267, 18-19=-893/3267, 17-18=751/2802, 16-17=-751/2802, 15-16=878/3310, 14-15=-541/2419, 13-14=54V2419,12-13=493/2095 WEBS 3-19=0/265, 3-18=542/307,4-18=79/476, 4-16=381/963, 5-16=5421312, 7-15=6991372, 8-15=451/1270, 9-13=179/486, 9-12=-737/254, 10-12=522/2218 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) _ Vasd=124mph; TCDL=S.Opsf; SCDL=S.Opsf; h=16ft; Cat 11; Exp C; Encl., GCpl=0.18; MWFRS (envelope); \ Lumber DOL=1.60 plate grip DOL=1.60 \\\\ Vt_8j 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom i chord live load nonconcurrent with any other live loads. _� / PE 7 051�\\ 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to ' f �- i .. bearing plate capablt;nf withstanding 5241b uplift at joint 2 and 4751b uplift at Joint 11.Ilf - i 1 Job Truss Truss Type Oty Ply Renton-Jem-Island AB Common 1 1 Job Reference (optional) -=-�cuthomSmss-FbPiema,"FL:,3495Y= - _-.'•—=---_— .=-=✓_-=Ru_n:-B.336,Aug'132019Rdat:A.310-SAug 132019-MTeklyduslnes,lnc. Wed OcQO-0L55:4�Page 1.-..-u ID:2BPo9Hceo7X9mUYksFRy dyPc77-xktNOEv Yn fJdjk4oEynT41dv7Buz QJdGUYWOlcs z-co I Tan •s-u3 I 7-1H I 7 2 I soa 1' s.5• 4.6- 37 M Scale gg5 &}13 }i13 &313 40.7 Plate Offsets (X, Y): [2:0-3-8,Edge],[11:0-2-0,0-2-12],113:0-2-10,Edge), 118:0-2-2,0-1-0] - Loading (psf) Spacing 2-0-0 C51 DEFL in (10c) Vdefl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(-L) -0.14 2-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.33 2-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 225 to FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Row at midpt 7-12 REACTIONS (lb/size) 2=1849/0-8.0, (min. 0-2-3), 11=1670/0-5-9, (min. 0.2-0) Max Hertz 2=313 (LC 8) Max Uplift 2=-536 (LC 8), 11=-427 (LC 9) FORCES (lb)- Max. CompJMax. Ten. - All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=-2995/791, 3.4=2800/825, 4-5=-2628/850, 5-6=2094/688, 6-7=-1890/606, 7-8=1373/467, 8-9=-1544/462 BOT CHORD 2-17=-864f2534, 16-17=-649/2109, 15-16=64912109. 14-15=-308/1442, 13-14=364/1662, 12-13=364/1662, 11-12=266/1064 WEBS 6-14=201/444, 7-14=273/310, 7-12=621/186, 9-12=-87/692, 6-15=341/13B4, 5-15=-754/455, 5-17=207/570, 3-17=-309/274, 9-11=-1907/477 NOTES 1) Unbalanced mot live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2 and 427 lb uplift at joint 11. LOAD CASE(S) Standard f✓ PE 7QC51 d k\ �-O aln1 7CC� 1 U � i �iP�o F<OF, I'D ����� Job Truss Truss Type Ory Ply Renton-Jem-Island A9 Common 2 1 Job Reference (optional) --Southern Truss; Fb Pierce, FL, 34951--g.Aug}g2049 Prrt:8.3105Aug 1=1SM[Tek lndustra,In. Wed Oct 3007:56:52 ID:CARybkEF7uE7Bv_eanCwmnyPbyP-PWRIbavZJ4CWxnlxdVABKhc3OlLOdDd2XHOSVMyOla 2. KM"soa' r-1H2 �- N I ear sxs= axe= NOM STP Scale =1:66.8 i all I 6313 I &31J I &S1J J8� ' Plate OBsets(X. Y): 12:0-3-8,Edge],[11:0-2-0,0-2-81,[18:0-2-2,0-1-01 Loading (psf) Spacing 24-0 C51 DEFL in (loc) I/defl Ud PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TO 0.99 Vmt(LL) -0.15 2-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.251 BC 0.97 1 Vert(CT) -0.35 2-17 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.88 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017rFP12014 I Matrix-S 1 Weight 2231b F7=10% LUMBER TOP CHORD 2x4 SP M 31 'ExcepC T1,T4:2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 7-12 REACTIONS (lb/size) 2=182410-8-0, (min. D-2-2), 11=1645/0-8-0,(min. 0-1-15) Max Horiz 2=321 (LC 8) Max Uplift 2=-530 (LC 8), 11=418 (LC 9) FORCES (to)- Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2945/779, 3-4=-2749/814, 4-5=-2578/838, 5-6=2041/675, 6-7=-18111583. 7-8=-1171/407. 8-9=-1342/402 BOT CHORD 2-17=-862/2490, 16-17=-647/2063, 15-1 5=-647/2063,14-15=306/1395, 13-14=-34811560,12-13=-34811560, 11-12=-214/840 WEBS 6-14=182/389, 7-14=2151290, 7-12=759/219, 9-12=1171813, 6-15=341/884, 5-15=754/455, 5.17=208/573, 3-17=309/274, 9-11=-1812/460 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf: BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconwnent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 5301b uplift at Joint 2 and 418 lb uplift at joint 11. LOAD CASE(S) Standard -- - GEN&F9`r� PE 7 051 � I I sS/ONA Job Truss Truss Type Oly Ply Renton -Jam -Island A10 I Roof Special 1 1 Job Reference (optional) —_-SouthemTruss-FL Pierce;FL„34951-----------.— Runa3.345-Aug-13.20A9 Print: 8.310 SAug-1. 32019MReklndustries•Inc_: Wed 0d300-55:52-.-:-=age�L., ID:XNoPGPxNSL7V5RTxhOhlSyPbYZ-PwRlbavZJ4CWxnlxcMBKhr BIPgdODZXHOSVMyOlcr 37 7-0 1 2-1-1 I �. n I s-na I i�io.z I 7n1H I sna 1Q 5xs- axe• NOP2x SW Scale=1:66.9 i °- - It 7- 1< e-112 e-3-13 3-65 Plate Offsets (X, Y):[11:0-2-0,0-2-8],[18:0-2-2,0-1-0) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdeft L/d PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) .0.15 2-17 -999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.36 2-17 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.89 Horz(CT) 0.09 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 2231b FT=10% LUMBER TOP CHORD 2x4 SP No.2'ExcepP T2:2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B1:2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except and verticals. BOT CHORD Rigid calling directly applied or 7-3-1 oc bracing. WEBS 1 Row at micipl 8-12 REACTIONS (lb/size) 2=182410-8-0, (min. 0-1-8), 11=1645/0-8-0, (min. 0-1-15) Max Horiz 2=338 (LC 8) Max Uplift 2=-529 (LC 8), 11=420 (LC 9) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-29341782, 34=2698/780, 4.5=-2527/804, 5-6=2039/673, 6-7=-1683/579, 7-8=1817/547, 8-9=-1327/358 BOT CHORD 2-17=-88112480, 16-17=-660/2066, 15-16=-66012065, 14-15=-319/1393, 13-14=362M566, 12A3=362/1566, 11-12=-153/544 WEBS 3-17=-308/270, 5-17=-179/541, 5-15=765/453, 6-15=-344/884, 6-14=1801398, 8-14=-222/290, 8-12=-815/251, 9-12=-166/983, 9-11=-1766/497 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide inechanical connection (by others) of truss to bearing plate capable of withstanding 420lb uplift at joint 11 and 529 lb uplift at joi6r2. LOAD CASE(S) Standard PE75051 h\ �jI � -p �L ' TA Q � Ss1onraL-ENG��`�\ Cp Job Truss Truss Type Qty Ply Renton-Jem-Island All I Roof Special 1 1 I Job Reference (optional) ----Southem-Trus&Fl:Pmrce, FL., 34953— • �Run:9.30.S Aug 432MS Print:8:310SAug132W 9 MiT.Un&u tri s,.I ... Wed Oc130 07:55:52._. ID:0611XWIiKTmt2m?UbwlA yPb10-PWRIbVZACWxnlxdVIBKhr NIO_dOTZXHOSVMy01cr zau I ]a-11 I �s-o-a k Zia-z ino-s os 5x5= 46- NOPD(STP Scale=1:66.6 Plate Offsets (X, Y):[10:0-2-8,0-1-0], [11:0-1 -8,0-2-0], [17:0-2-2,0-1-0] Loading (psf) Spacing 2.0-0 CSI DEFL in (loc) /deb Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) -0.15 2-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.36 2-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 2271b FT=10% LUMBER TOP CHORD 2x4 SP M 31 *Except* T4,T1:2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* B1:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-1-7 oc bracing. WEBS 1Row at midpt 7-11 REACTIONS (Ib/size) 2=1824/0-8-0, (min. 0-1-8), 10=1645/0-8-0,(min. 0-1-15) Max Horiz 2=370 (LC 8) Max Uplift 2=-525 (LC 8), 10=425 (LC 9) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2.3=-2934/775, 3-0=2699/773, 4-5=-2527f798, 5-6=-2039/666, 6-7=-1810/556, 7-8=1228/343, 8-9=-1044/246, 9-10=-16411418 BOT CHORD 2-16=-907/2480, 15-16=-685/2065, 14-15=-685/2065, 13-14=-346/1395, 12-13=•382/1556, 11-12=-382/1556 WEBS 3-16=-309/271, 5-16=-179/543, 5-14=763/451, 6-14=-343/880, 6-13=-1581390. 7-13=-207/269, 7-11=.8101251, 8-11=-753/270, 9.11=43211852 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wlnd:ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise Indicated. -____ ��\�-� GEN`S 5) This truss has been designed fora 10.0 psf bottom V� chord live load nonconcurrent with any other live loads. �j x\ i 6) Provide mechanical connection (by others) of truss to _' }p E 7 051 i bearing plate capable of withstanding 425lb uplift at joint - 10 and 525 to uplift at joint 2. x, lx, I + LOAD CASE(S) SIDndard ._ y �4 _ A i i cto IV S, O NAL f,l Job Truss Truss Type Qty Ply Renton-Jem-Island Al2 Roof Special 1 1 Job Reference (optional) ---+Southern Truss Ft. Pierce;ft-' 34951— .----+---- -_-- -:-- - -==;Kure 8:31 S-Aug 132019 Prinf.8:3106Au9432D19 M7ek lntlusVies;Ine.M/ed Od8007z55:52----_.q,.._Fage:.U.-__ I D:sleROGRyK3JYHg54pXpTYpyPb90-PwRIbaV7JACW%nlxdVIBKhcBCIP6dRIZXHOSVMyOIer 31341 31 33-011 3546 63.11 S]-3 F]-3 theI 6-]-1 - 1J 2-511 0- 13 tUd 31-ID t80 3x6, Ma 3x6• ;i W. a4u - 3x6= 3x6• 3x6• 3x4= 3x4, 44- 3x4= NOP2x sTP scale =1:63.2 ." "" '" 6J-01 6-]a ]-0-3 ]-]-0 SS101 2-11-6 Plate Offsets (X. Y): [6:0-3-0,0-2-0],18:0-3-0,0-2-0], [11:0-3-0,0-2-0], [14:0-2-0,0-2-8] Loading (psf) Spacing 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.68 Verl(LQ 0.13 19-21 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 Ven(CT) -0.30 18-19 >999 180 BCLL 0.0 Rep Stress lncr YES WB 0.77 Horz(CT) 1 0.11 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 2341b FT=10% LUMBER 7) Refer to girder(s) for truss to truss connections. TOP CHORD 2x4 SP No.2 *Except* T7:2x4 SP M 31 8) Provide mechanical connection (by others) of truss to BOT CHORD 20 SP No.2 bearing plate capable of withstanding 414 lb uplift at joint WEBS 2x4 SP No.3 14 and 441 lb uplift at joint 1. SLIDER Left 2x4 SP No.3-3-4.2 LOAD CASE(S) Standard BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-7 oc bracing. WEBS i Row at midpt 5-18, 9-18 REACTIONS (lb/size) 1=16361Mechanical.(min.0-1-8), 14=1 63610-8-0, (min. 0-1-15) Max Honz 1=316 (LC 8) Max Uplift 1=441 (LC 8). 14=414 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2865/723, 2-3=27567745, 3-4--2355/638, 4-5=-2267/656, 5-6=-1692/508,6-7=-1411/513, 7-8=14111513, 8-9=-1688/529, 9-10=1738/472, 10-11=-857/260, 11-12=-948/258 BOT CHORD 1-21=861/2398, 20-21=-861/2398, ' 19-20=86112398, 18-19=633/2027, 17-18=341/1558, 16-17=-341/1558, 15-16=312/1312, 14-15=871311 WEBS 3-21=0/254, 3-19=-038/260, 5.19=-55/444, 9-16=2681147,10-16=93/476, 12-14=-14611414. 10-15=-11641295, 12-15=25211262, 7-18=-226/854, 5-18=-859/425, 9-18=-2991228 NOTES 1) Unbalanced roof live loads have been considered for this \ \ \ w I I I I II //// design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) �\\ NI_BL Vasd=124mph; TCDL=5.Dpsf; BCDL=5.Dpsf; h=16ft; Cat. It: Exit C; Encl., GCpl=D.18; MWFRS (envelope); \\ �Q'� ��GENSF Lumber DOL=1.60 plate grip DOL=1.60 7 �Y 3) Provide adequate drainage to prevent water pending. / PE 7 051 4) All plates are MT20 plates unless otherwise indicated. 1 5) All plates are 3x4 unless otherwise indicated. �- ) 6) This truss has beenn designed fora 10.0 psf bottom my chord live load nom�cument with any other live IoaCs. •- � �'T,q - / � � NAL1E Job Truss Truss Type Oty Ply Renton-Jem-Island A13 Roof Special 1 1 Job Reference (optional) — SouWem T"s,FLPierm,FL.,34951 — -.-�Runc831 S:AugA32019 Print8.310 S Aug.132019 MTek lndustnes,loo-Wed Oct 3007453.52—P=^e:.t— IO:AGkeGXIKM4sOwl iwH1 SoyPb7h-PwRlbavZJ4CWxnlxdVIBKhvillLldRgZXHOSVMy01cr 2638 1 e ato-e o- -12 5-ta8 sao sett ta-o ssa ao-u s 4. 4x4- 3 4 1i T IA1.4. 253704 3.8= U4= 3v3= W4 2 NOF2x ST 5 14 e Seale = 7:59.9 6541 2A-12 5i-2 5-t0i )-5A SA4 Plate Offsets (X, Y): [1:0-3-8,0-3-0], [2:0-3-8,0-2-4], [3:0-2-4,D-2-8], [4:0-2-0,0-2-4], [7:0-24,0-1-8], [9:0-2-0,0-1-e], [12:0-6-4,0-3-0], [13:0-1-10,0-0-4], [14:0-3-0,0-1-4) Loading TCLL (roof) TCDL BCLL BCDL (psi) 20.0 15.0 0.0 10.0 Spacing 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20177TP12014 CSI TC 0.93 BC 1.00 WB 0.80 Matrix-S DEFL in Vert(L-) -0.15 Vert(CT) -0.37 Horz(CT) 0.12 (loc) Udell Ltd 12-13 >999 240 12-13 >999 180 8 rda n1a PLATES GRIP MT20 244/190 Weight 244 lb FT=10% LUMBER 7) Provide mechanical connection (by others) of truss to TOP CHORD 2x4 SP No.2 *Except' T1:2x4 SP M 31 bearing plate capable of withstanding 374 lb uplift aljoint BOT CHORD 2x4 SP No.2 *Except* F2:2x4 SP No.3 8 and 3821b uplift at joint 19. WEBS 2x4 SP No.3 *Except* W1:2x4 SP No.2 LOAD CASE(S) Standard OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-12, 3-11, 5-11 REACTIONS (lb/size) 8=149110-8-0, (min. 0-1-12), 19=1456/0-5-0, (min. 0-1-8) Max Horiz 19=172 (LC 9) Max Uplift 8=374 (LC 9). 19=382 (LC 8) FORCES (lb)- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1951/481, 2-3=1605/425, - 3-4=-1299/450,4-5=-1535/435, 6-6=-1116/364, 6-7=-1323/343, 7-8=-1445/393 GOT CHORD 12-13=-537/2114.11-12=-25111339, 10-11=283/1324, 9-10=283/1324 WEBS 1-13=503/2099, 2-13=-5781243, 2-12=928/347, 3-12=-47/364, 4-11=45/326, 6.9=32/324, 7-9=-254/1289, 5-9=-889/229, - 1-19=-1504/399 NOTES 1) Unbalanced roof live loads have been wnsidered for this design. 2) Wind:ASCE 7-10: Vu11=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Bearing atjoint(s)19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. PE7Q051 A\ !Vt 2 0o :�-ORID, ����� NALIE\ Job Truss Truss Type Oty Ply Renton-Jem-island A14 Roof Special 1 1 Job Reference (optional) _. ._.Southern -Truss; FLYlerce, FL:,-34Vb`1 - - -- - -F^•---nunromwsaugnazuie rrm[a.4 iv snug roeury mue0 mousunee,mc. weo w�eo ur:oaae-•-----�,=ayer, ID:j W w69 WbgsGCW 5nYFc(IgdsyPbSJ4678.MOKNYA7BOGOsu9Elii8MvEImx171 oyOlcq 7 62.0 2-tb4 z-toi SOA 5-00 1-48 1-09 7-68 12 4x4e U4- 4.4- 612 T lx4v 7.399 1$. 3'. 3x4e 3n0= 3.4- 3x4., $$55 NOP2x 5TP &7d y q .5 6.56 9 8 3-0.5 9Ad 3-541 ]d-0 2.0-1 Scale=1:59.7 Plate Offsets (X, Y): [1:0-3-8,0-3-0], [3:0-5-4,0-2-0], [6:0-24.0-2-0], [8:0-0.3,0-2-4], [9;0-6-0,0-2-8], [10:0-1-4,0-2-0], [16:0-2-8,0-1-4], [17:0-5-4,0-2-8], [18:0-3-0,0-1-4] Loading (psf) Spacing 2-050 CSI DEFL In (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) .0.22 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.50 13-15 >795 18D BCLL 0.0 Rep Stress Incr YES 11 0.73 Horz(CT) 1 0.12 11 n/a We BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 2611b FT=10% LUMBER 6) Bearing atjoint(s) 21 considers parallel to grain value TOP CHORD 2x4 SP No.2 *Except* T6:2x4 SP M 31 using ANSUTPI 1 angle to grain formula. Building BOT CHORD 2x4 SP No.2 *Except* F2:2x4 SP No.3 designer should verify capacity of bearing surface. WEBS 2x4 SP No.3 7) Provide mechanical connection (by others) of truss to OTHERS 2x6 SP No.2 bearing plate capable of withstanding 351 lb uplift at joint BRACING 11 and 402 Ib uplift aljoint 21. TOP CHORD Structural wood sheathing directly applied or 8) Graphical purlin representation does not depict the size 2.2-0 oc purlins, except end verticals. or the on of the purlin along the top and/or BOT CHORD Rigid ceiling directly applied or 9-10-6 oc bottom chord. bracing. , LOAD CASES) Standard WEBS 1 Row at mldpt 5-15, 5-13 REACTIONS (Ib/size) 11=1491/0-8.0, (min. 0-1-12), 21=1456/0-5-0,(min. 0-1-8) Max Horiz 21=-185 (LC 9) Max Uplift 11=-351 (LC 9), 21=-402 (LC 4) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1574/482, 2-3=-1574/482, 3-4=4618/481,4-5=-1433/443, 5-6=-1359/436, 6-8=1348/422, 8-9=-1370/407, 9-10=.1478/366, 10-11=-1417/384 BOTCHORD 16-17=-367/1733,15-16=-317/1485, 14-15=340/1507, 13-14=-340/1507, 12-13=-245/1215 WEBS 1-17=-493/1852, 2-17=4021224, 3-16=-845/177, 4-15=-108/437, 5-15=-256/124, 5-13=-377/164, 6-7=-571278, 9.13=-115/432, 942=464/164, 10-12=-259/1299,1-21=1475/408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BL �GENS Qj F ` i 7 PE 7�051 _ r ,L �$TA I-tiat- (r ` -1O[( R]D �\� SS1OMA 1C- Job Truss Truss Type Oty Ply Renton-Jem-Island A15 Roof Special 1 1 Job Reference (optional) 3wthern7russ, Ft Pierce, FL., 34951- - -J2un:P34 5. Aug,u12019 Pnnt,8.310 SAu9-13 2019 MTek lodusul". nc. Wed Oct 30 0Z55:53�_:-_ Paged ID:bpAb7BzMEzlYvitlHMVnzyAyPamA-t6?8o 340KNYA7BDGOsu9Fv[bMvojmxl?t oyOlcq ] 912 i z-0-0 i ]-toe i T-IDO i ]-Od 12 6 r- 5.4. 1M. 4e0= 1"- 1.4. 1z4. c 1 2a2.1320 .S 668 2E-0 0- 0 ]-t0-0 bz-0 S64 0. -1z d-0�15 Scale = 7:59.3 2-2'9 Plate Offsets (X. Y): [1:0-3-8,0-3-0], [2:0.2-8,0-2-4], [5:0-5.8,0-2-4], [6:0-1-4,0-2-0], [7:0-2-8,0-1-0], [11:0-5-4,0-4-12], [11:0-0-10,0-0-12), [12:0-1-13,0-0.8], [13:0-3-0,0-1-8] Loading TCLL (roof) TCDL BCLL BCDL (psf) 20.0 15.0 0.0 10.0 Spacing Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI TC 0.94 BC 0.71 WB 0.75 Matrix-S DEFL in Vert(LL) -0.13 Vert(CT) -0.31 Horz(CT) 0.11 (loc) Vdefi L/d 10-11 >999 240 10-11 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 2321b FT=10% LUMBER 8) Bearing at joint(s) 19 considers parallel to grain value TOP CHORD 2x4 SP No.2 'Except* T1:2x4 SP M 31 using ANSVTPI 1 angle to grain formula. Building BOT CHORD 2x4 SP No.2 'Except* F2,F4:2x4 SP No.3 designer should verify capacity of bearing surface. WEBS 2x4 SP No.3 *Except* W1:2x4 SP No.2 9) Provide mechanical connection (by others) of truss to OTHERS 2x6 SP No.2 bearing plate capable of withstanding 379 lb uplift at Joint BRACING 7 and 412111 uplift at]olm 19. TOP CHORD Structural wood sheathing directly applied, LOAD CASE(S) Standard except end verticals. BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. REACTIONS ([blaze) 7=1478/0-4-8, (min. 0-1-12), 19=144310-5-0, (min. 0-1-8) Max Horiz 19=-132 (LC 9) Max Uplift 7=-379 (LC 4), 19=412 (LC 4) FORCES (to) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1836/546, 2-3=1687/533, 3-4=-17401594, 4-5=1740/594, - 5-6=-1409/407, 6-7=-1415/407 BOT CHORD 11-12=-527/2077, 10-11=-364/1474, 9-10=.285/1157, 8-9=28511157 WEBS 1-12=517/1978, 2-11=999/307, 3-1 13=1521457, 4-10=629/363, 5-10=284/848, 5-8=4451226, 6-8=-312/1269, 1-19=-14861429 NOTES 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Detalls as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chard live load nonconcurent with any other live loads. �GENS���i� PE 7$051 jj \ t d L TAB / � RI� //�//�s'3/0NA1.l\\\G Job Truss Truss Type16 Oty Ply Renton-Jem-Island A Roof Special Girder 1 1 Jab Reference (optional) -'^'--SoulhemTmsi,-FL•Pier ,FL.., 34951----a----- --Runr8:31-e-Aug-1320t9-Pdn'8.31 GAu 13-2019MiTakindust6es,-Incr`Netl Dcf3007,,55:53-•u ,- «.Page:4--- , ID:AT3074ZXjmhGgKdGkmcoyPaMs-t6?Bov MO"Yxt7BDGOsu9lCimsMMmA?1ayOlcq 7 ) 5312 2-)-0 6b11 6i-11 6&11 5-0A 12 Spvvial WJ D 6I- 4x4• axe- 3.4- U4v 4x7• 3 4 5 6 7 5 2• 4v5• ss 2 4x7= 8 46 1x 14 4 4 6v 1) 16 15 14 13 12 11 3B as. Safi= 14- 3x8• Im. W. 3x8= sa= 5x14• 4x5v JUS24 JUS24 JUS24 69-0 12 5-Y12 .it-1 1-10.12 64-15 1-8-5 0.165 64-15 4at2 Scale=1:59.9 Plate Offsets.(X, Y): [1:0-3-8,0-3-0], [2:0-2-8,0-241, [3:0-2-0,0-2-0], [7:0-5-4,0-2-0], [8:0-2-0,0-14],(9:0-2-4,0-2-0].110:0-24.0-3-0], [16:0-2-0,0-1-8], [17:0-3-0.0-1-8] Loading (pst) Spacing 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.11 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.22 13-14 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.84 Horz(CT) 0.15 22 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 2621b FT=10% LUMBER TOP CHORD 2x4 SP No.2 "Except* T7:2x4 SP M 31 BOT CHORD 2x4 SP No.2'ExcepV B4:2x4 SP No.3, B3:2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W1:2x4 SP M 31, W 10:2x4 SP No.2 OTHERS 2x6 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1Row at midpt 2-16.4-14.4-11 REACTIONS (lb/size) 22=3218/0-4-8. (min. 0-1-8). 23=182910-5-0, (min. 0-1-8) Max Horiz 23=-80 (LC 9) Max Uplift 22=-1149 (LC 4). 23=-568 (LC 4) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-24=-1296/440, 24-25=1297/440, 2-25=1297/440, 2-3=-1648/554, 3-4=-1440/502, 4-5=1878/715, 5-6=-1878/715, 6.7=1878/714, 7-8=-1542/580, 9-22=256/767, 1 B-22=2437/888, 8-18=2451/894 BOT CHORD 15-16=39911329, 14-16=399/1329, 13-14=62611923, 12-13=626/1923, 11-12=-626/1923, 11-26=-47411332, 10-26=47911346 WEBS 1-16=545/1833,2-16=-1373/474, 2-14=136/311, 3-14=123/440, 4-14=-794/304,4-13=0/266,6-11=484/279, 7-11=-447/872, 7-10=-728/568, 8-10=-781/2196, 1-23=1977/623 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load Noncon`wnent with any other live loads. 5) Bearing at)oint(s) 22, 23 considers parallel to grain value using ANSI/TPI l angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1149lb uplift at Joint 22 and 568 lb uplift at joint 23. 7) Use USP JUS24 (With 4-10d nalls Into Girder & 2-10d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 28-1-4 from the left and to 32-14 to connect trusses) C5 (1 ply 2x4 SP), C4 (1 ply 2x4 SP), C3 (1 ply 20 SP) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) "NAILED" indicates 3-10d (0.148x3') or 3-12d (0.148'x3.25') toe -nails per NDS guldlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 254lb down and 141 lb up at 1-10-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (S. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-2=70, 2-3=70, 3-7=-70, 7-8=-70, 9-17=-20 Concentrated Loads(Ib) Vert: 24=214 (F), 25=-69 (F), 26=620 (F), 27=620 (F), 28=620 (F) PE 76051 A \ { L ''7 `\ STA / f� NAL]ENG\\�\\ Jab Truss Truss Type Oty Ply Renton-Jem-Island A17 Half Hip 1 1 Job Reference (optional) _.--_Scuthem Truss, FL Pierce, F6,3?951� --,._.�.- 19 Print 8,310,S Aug_13 2019 MITek Industrles,Jdc-Wee Uc13V ID:N W va?EIZWOxmMZ?YUzOOMyPeCI-t6?BomB4OKNYxl7BOGOsu9HHll1 MrSjmxl?i oyOlN r2.1-9�SS8 r SE-B 611-1 I 6-45 I 1635� I �g&5 6'iM11—� SSd SAi 69S &45 5-14 698 635 8-tt-1 Scale=1:76.4 Plate Offsets (X, Y):[4:0-54,0-2-8],[10:0-2-4,0-1-8],[11:0.2-0,0-2-01,[12:Edge,0-3-6],[13:0.2-0,0-2-0],[14:0-2-4,0-1-8],[21:0-2-2,0-1-01 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc)/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.36 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.68 16-17 >783 180 BCLL 0.0 Rep Stress [nor YES WB 0.97 Horz(CT) 1 0.20 12 n/a n/a BCDL 10.0 Code FBC201777PI2014 Matrix-S Weight: 2641b FT=10A LUMBER LOAD CASE(S) Standard TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* W6:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpl 11-12, 11-13 REACTIONS (lb/size) 2=218310-8-0, (min. 0-2-9), 12=20061 Mechanical, (min. 0-1-8) Max Horiz 2=317 (LC 8) Max Uplift 2=567 (LC 5), 12=-665 (LC 5) FORCES (@)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3B7811031, 3A=-3385/1018, 4-5=-3904/1280, 5-6=-4049/1332, 6-7=-4049/1332, 7-8=-404911332, 8-9=-3463/1144, 9-10=-3463/1144, 10-11=2144/710, 11-12=-1944/691 BOT CHORD 2-20=-1048/3282, 19-20=-1048/3282, 18-19=-948/2955,17-18=948/2955, 16-17=-1280/3904,15-16=-1144/3463, 14-15=4144/3463,13-14=710/2144 WEBS 3-19=AO2/243,4-19=-47/393, 4.17=-484/1216, 5-17=626/373, 7-16=-464/265, 8-16=-2431758, 8-14=948/422, 10-14=-562/1705, 10-1 3=-1 596/652, 11-13=-907/2742 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x5 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6651b uplift at joint 12 and 567 Is uplift at Joint 2. 1'" i PE 76051 Y, S/0IVA1- Job Truss Truss Type Qty Ply Renton-Jem-Island A18 Half Hip 1 1 Job Reference (optional) -SoutherrrTrusa, t.. Pierce; FL.'3495t- — — —Runr8.a4 S-Augie 2919 Print-8.3105AugA3-201E WiTekdnductries,-Ina. Wed Oct 30 OR55:54_- ----Page.. ID:9y4bffHEcRz154QzptlAfByPaAJ-t6?8ov UOKNYM7BOGQsu9JFipUMSUjmxl?tay0lcq 2-1-9 44 6-2-12 ]1114 7-2.2 >-4-2 ]-2-2 ]-344 3412 7-2-2 7-2-2 7-2-2 7 2 1J-t4 Scale = 1:78.4 Plate Offsets (X, Y):14:0-5-4,0-2-e],[11:0-2-0,0-1-12], 112:0-2-12,0-1-81,[13:0-1-12,0-1-8],117:0-2-4,0-1-8], I20:0-2-2,0-1-01 Loading (pat) Spacing 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL (rool) 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.42 16-17 -999 240 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.77 16-17 >696 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES Wit 0.90 Horz(CT) 0.16 12 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Mat rixS Weight: 248 lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 'Except' T1:2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* W5:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS 1Row at midpt 11-12,11-13 REACTIONS (lb/size) 2=218310-8-0, (min. 0-1-13), 12=20061 Mechanical, (min. 0-1-8) Max Hertz 2=267 (LC 8) Max Uplift 2=-593 (LC 5), 12=-667 (LC 5) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3754/1110, 3-4=.3532t1074, 4.5=-4590/1518, 5-6=A978/1645, 6-7=4978/1645, 7-8=4978/1645, 8-9=-4360/1446, 9-10=4360/1446, 10-11=2744/911, 11-12=-1939/694 BOT CHORD 2-19=-1082/3222, 18-19=-993/3109. 17-18=-993/3109, 16-17=1518/4590, 15-16=-1446/4360, 14-15=-144614360, 13-14=-91112744 WEBS 4-19=-8/365, 4-17=-666/1744, 5-17=-785/416, 5-16=-192/459, 7-16=-493/282, 8-16=-236/731, 8-14=885/409, 10-14=-634/1915, 10-13=-1571/653, 11-13=-1066/3211 NOTES 11 Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mp6 TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 667lb uplift at joint 12 and 5931b uplift at]oint 2. LOAD CASE(S) Standard PE 70051 A �. 1 TAT OF'� / NAL1E Job Truss Truss Type Gry Ply Renton-Jem-Island A19 Half Hip Girder 1 1 1 I Job Reference (optional) — - . SouthemTruserFL Pierce, FL., 34951-- •--Run:8.31 S-A0g-0 2019 Print:8.310 S Aug 132019 MTeklndustries, Inc Wed Oct 300755:55�____. Paget.l�— _ ID:ikJviFXvpbMMPlRiix4nCMyPa7P-LIZWOFxpdSEA5SJImT6iR761r5Jss7bVYZEyOlcp 21.9 7-0L 6-31] Sid NAILED $pecal NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Sx]- 3x5v W. 5x6WB- 4x12- y5= 441 you 4x5= 12 p 6 NOP2xs C 2144 12 1 ao 40 41 19 L2 10 4344 45 IB 4T 1610 49 1550 14 51 52 53 13 54 55 56 x5= 2,4. 3x5= M. 5z9= y4o 3x6• 3x5• 4v. 3x5u Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED >-1.12 121 5-04 6 6+1 6]-t FT-1 6-&t3 Scale = 1:78.4 Plate Offsets (X,Y):[3:0-54,0-2-8],[6:0-3-0,Edge],[9:0.3-0,Edge],(11:0-24,0-1-8],[12:0-3-0,0-1-8],[13:0-1-8,0-1-8],[14:0-1-12,0-1-8],[17:0-0-8,0-3-0],[21:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in floc) Ildefl L/d PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.85 Ve t(LL) 0.20 13.14 >999 240 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.32 14-16 >999 180 BCLL 0.0 Rep Stress Incr NO WB 1 0.96 Hom(CT) 0.07 12 We We BCDL 10.0 Code FBC20171TPI2014 Matrix-S Weight: 238 lb FT=10% LUMBER TOP CHORD BOT CHORD WEBS OTHERS BRACING TOP CHORD BOTCHORD WEBS WEBS WEBS 3-20=1/681, 4-19=-14911032, 2x4 SP M 31 'ExcepC T1:2x4 SP No.2 3-19=1310/581, 4-17=3097/1416, 2x4 SP No.2 'Except* B3:2x4 SP M 31 5-17=8881670, 7-17=449812019, 2x4 SP No.3 "Except' W5:2x4 SP No.2 7-16=0/561, 7-14=-914/2043, 8-14=-6861569, 2x4 SP No.3 8-13=3881176, 10-13=9681731, 11-13=1371/3046 Structural wood sheathing directly applied or 3-11-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Row at midpt 11-12, 3-19, 4-17, 11-13 2 Rows at 113 pts 7-17 REACTIONS (Iblsize) 2=1009/0-8-0, (min. 0-1-8), 12=1940/ Mechanical, (min. 0-1-8), 17=504610-6-0.(min. 0-5-15) Max Horiz 2=217 (LC 21) Max Uplift 2=404 (LC 8). 12=869 (LC 4). 17=2284 (LC 5) FORCES (lb)- Max. Comp./Max. Ten. -AIL forces 250 (lb) or less except when shown. TOP CHORD 2.3=.1291/508, 4-25=.1197/2662, 25-26=-1197/2662, 26-27=-1197/2662, 5.27=1197/2662, 5-28=1197/2662, 28-29=-1197/2662, 6-29=1197/2662, 6-30=-1197/2662, 7-30=11972662, 7-31=-3094/1394, 31-32=-3094/1394, 32-33=-3094/1394, 8-33=-3094/1394, 8.34=-2753/1239, 9-34=-2753/1239, 9.35=-275311239, 35-36=-2753/1239, 10-36=-2753/1239, 10-37=-2753/1239, 37-38=-2753/1239, 38-39=2753/1239, 11-39=2753/1239, 11-12=1814/919 BOTCHORD 2-20=-521/1041, 2040=521/1060, 4041=-521/1060, 1941=521/1060, 17-45=.59511297, 45-46=-595/1297, 4647=-59511297, 16-47=-595/1297, 16-48=-595/1297, 48-49=59511297, 1549=-595/1297, 15-50— 595/1297, 14-50=-59511297. 14-51=1394/3094, 51-52=1394/3094, 52-53=1394/3094, 13-53=1394/3094 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd-124mph; TCDL=S.Opsf; BCD1_=5.0psf, h=16R, Cat, II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 869 lb uplift at joint 12, 404 lb uplift at joint 2 and 2284 lb uplift at joint 17. 7) "NAILED" Indicates 3-1 ad (0.148"x3") or 3-12d (0.148"x3,25") toe -nails per NDS guldlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 221 lb down and 297 to up at 7-0-0 on top chord, and 292lb down and 109 lb up at 7-0-0 on bottom chord. The designuIselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B), LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 1-3=70, 3-11=-70, 2-12=-20 Concentrated Loads(Ib) Vert: 3=-183 (F), 20=-265 (F), 4=-131 (F), 19=46 (F), 14=46 (F), 8=131 (F), 23=131 (F), 24=-131 (F), 25=-131 (F), 26=-131 (F), 27=131 (F), 28=-131 (F), 29=-131 (F), 30=-131 (F), 31=-131 (F), 32=-131 (F), 33=131 (F), 34=131 (F), 35=-131 (F), 36=131 (F), 37=131 (F), 38=131 (F), 39=-131 (F), 40=46 (F), 41=46 (F), 42=46 (F), 43= 15 (F). 44=46 (F), 45=46 (F), 46=46 (F), 47=46 (F), 48=46 (F), 49=46 (F), 50=46 (F), 51=46 (F), 52=46 (F), 53=46 (F), 54=46 (F), 55=46 (F), 56-:46 (F) PE 70051 Ij \ d `` �TK' / [f 7<uZ NALlE Job Truss Truss Type Cry Ply Renton-Jem-Island B1 Half Hip 1 1 Job Reference (optional) `Southem-Fwss; FL Pierce,Fi-.34951^ - — ---"— — -- —Runr8.31S-Augd32019 Print:8:310-S Aug 133019MRekMdusV1cs-.inm Wed Oct 3007:55:55. Page:1�.— ID:kA3lpZOMbeeGAdeAZKfudyPa50.pV7u0byRc?MoFOWIdJ"JEhFWODgpHOEFE55gyOlco 0.od 1Mn 1at6 4S1R11 3?-0-4 2-1-e 6-3-0 62-12 bifi 6Sfi 6814 it 4.- 3a4, 3.4- 14- Wii 6.C-0 t1 dJ 22-B-a 322-4 b6-0 6-0A 9-6-0 8.11A I Scale =1:597 Plate Offsets(X, Y): [2:0-0-12,Edge],[3:0-2-8,0-3-0],[4:0-2-4,0-2-4],[9:D-1-12,0-2-12],[15:0-2-2,0-0-B] 9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Udeft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.57 Ven(LL) -0.18 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.38 9-10 >999 180 BCLL 0.0 Rep Stress ]net YES WB 0.75 Horz(CT) 1 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weighh 187lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* B3:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS i Row at midpt 5-12. 7-9 REACTIONS (lb/size) 2=162110-8-0, (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) Max Horiz 2=367 (LC B) Max Uplift 2=415 (LC 8). 9=470 (LC 5) FORCES (to) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-2610/593, 3-4=-2014/548, 4-5=-1716/531, 5-6=1510/459, 6-7=-1510/459 BOT CHORD 2-14=-727/2215, 13-14=-72712215, 12-13=-727/2215, 11-12=-571/1730, 10-11=-571/1730, 9-10=-403/1184 WEBS 3-14=01255, 3-12=578/320, 4-12=49/498. 5-10=499/252, 7-10=127p40, 7-9=-1641/564 NOTES 1) Wind: ASCE 7-10; Vult=1 Winch(3-second gust) Vasd=124ni TCDL=S.Opsh BCDL=5.0psf; h=16ft; Cal 11; Exp C; Enc(., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to glyder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 470lb uplift atjoint 9 and 415 lb uplift atjoinl2. LOAD CASE(S) Standard ! P E 76Q51 A \ NA 1 IENG\\\\\ 90 Job Truss Truss Type OTy Ply Renton-Jem-Island B2 Half Hip 1 1 Job Reference (optional) __ -._southem-Truss, FL Plerce,FL.,34951-_- - _. .-__,13un:B31.S:Aug 1320-19-Pdnt E.310SAug13201 MiTeklndustnes,lnc.Wed Oct30OL55:55-.,__-_,,,,�p�ge;,y.,_ ID:96NOHIS32ek9ghM 1 K2v[TByPa3e-pNuDbyRc?MoFOWICJu JEcPWSGgmLOEFE65gy0ico -zt.a Co{ tt.nll 1e-i-> )Sd-0 i0A.5 r 2-1-9 S9i 5-Od 11-1-1J � S94 SAB Scale = 1:59.7 Plate Offsets (X, Y): [2:0-0-12,Edge],[4:0-54,0-2-4],[16:0-2-2,0-0-B] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc)/deFl Vd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.13 12-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.29 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES 11 0.94 Horz(CT) 0.08 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-5 Weight: 188 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-0-11 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS (ib/size) 2=1621/0-B-0, (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) Max Hertz 2=317 (LC 8) Max Uplift 2=401 (LC 8), 9=-474 (LC 5) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2629/642, 3-4=-2170/621, 4.5=.2121/691, 5-6=2121/692, 6-7=-2121/692,7-8=1509/494, 8-9=-1375/502 BOT CHORD 2-15=702/2234, 14-15=-702/2234, 13-14=-591/1874, 12-13=-591/1874, 11-12=49411509, 10-11=-494/1509 WEBS 3-14=-431/248, 4-14=-57/420, 4-12=-206/311, 5-12=526/305, ` 7-12=-25OR76, 7-10=1009/459, 8-10=-616/1883 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 9 and 401 lb uplift aljoint 2. LOAD CASE(S) Standard SCE S �- PE76051, A\ Job Truss Truss Type Oty Ply Renton-Jem-Island B3 Half Hip 1 1 Job Reference (optional) --Southern-Truss,Fl. Pierce, FL., 34951-Pint 8.310.5.9ug,132019 MRek Industries. Inc. Wed Oct 30 OZ55:56- .,-Nge:1_._,.� ID:ItKOUISWg3Xgldn7GNXriTyPa2M.pV7uDbyRc?b4oFOWIdJuxJEbF NegnkOEFE65gyOlco ]-'1� 2-1-9 494 d-2-12 ]-11.2 I ]-98 11-2-3 S1-t2 ]-96-fl-2 Scale=1:59.7 Plate Offsets (X, Y):]4:0-54,0-2-0],[9:0-2-12,0-1-8],[10:0-1-8,0-2-0],[15:0-2-2,0-0-8] Loading (psf) Spacing 2-1-1 Cal DEFL in (loc) /del Ud PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.18 2-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.39 2-14 >989 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 176 lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 *Except' T1:2x4 SP No:2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-15 oc purllns, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1Row at midpt 5-10,8-10 REACTIONS (Iblslze) 2=1621/0-8-0, (min. 0-1-15), 9=1440/ Mechanical, (min. 0-1-8) Max Hertz 2=267 (LC 8) Max Uplift 2=-406 (LC 5), 9=-477 (LC 5) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2588/722, 34=2337/677, 4-5=-2631/869, 5-6=-1970/649, 6-7=-1970/649, 7-8=1970/649, 8-9=-1369/508 BOT CHORD 2-14=741/2200, 13-14=639/2043, 12-13=-639/2043, 11-12=-869/2631, 10-11=-869/2631 WEBS 4-14=-8/394,4-12=-331/678, 5-10=-766/255, 7-10=-579/333, 8-10=-738/2239 NOTES 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph;.TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 477 lb uplift at joint 9 and 406 to uplift at joint 2. LOAD CASE(S) Standard PE 7$051 ISTA \<ORI9 n Job Truss Truss Type City Ply Renton-Jem-Island B4 Half Hip Girder 1 1 Job Reference (optional) -----• SouthemTruss; FL Pierce, Ft 34951= - —-----•• ---------Rup.,8,313 AI 2019 Print: 8.310&Aug 132g19 Mrrek:ndustnes,Inc. Wed Oct 36.07:55:56-=--•.­:_.,-Page;-1---. ID:jOgBSu63EESxDVAJCFsuNeyPeOC-HhhGRf=31AJjxPObisLg7UXnmAw JZCm9Sv_fe7yOlcn J.1.4 M9 IJJ.4 1).a{, JJd.3 Jl-4n 32.].9 D1.9 ]-0.0 S99 50.13 50.13 50.13 52-9 Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 4.s• 4x10• 3x4• 3x4• 1x4n 4x5• 4x7- 29 30 9 4 12 8r- L�d 17 is 31 32 15 33 34 14 13 35 36 12 37 38 sill 40 41 Wx7= Ipi 3x5• NIT2DHS 51 4x9= 4x7• SxSn ali4x8- speual NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED ].1.1J iJ-J-G 17.1-F JJ i J7-4p 32-7-9 7.1d2 54F13 a I 5A.13 S0.t] S2A Scale = 1:59.7 Plate Offsets(X, Y): [18:0-2-2,0-0-B])7:0-2-8,Edgej,[8:0-1-12,0-1-12],[9:0-2-4,0-1-12], I10:Edg,0-3-8], e[11:0.2-4,0-1-12],I12:0-2-0,0-1-12),I13:0-2-4,0-3-0),[15:0-1-12,0-1-8], Loading (psf) Spacing 2-0-0 CSI DEFL in (loc)/deft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) 0.45 13-15 >860 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.67 13-15 >579 180 MT20HS 1871143 BCLL 0.0 Rep Stress [nor NO WB 1.00 Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 178 to FT=10% LUMBER 1) Wind: ASCE 7-10: Vult=160mph(3-second gust) TOP CHORD 2x4 SP M 31 Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. BOT CHORD 2x4 SP M 31 II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); WEBS 2x4 SP No.3 *Except' W4:2x4 SP No.2 Lumber DOL=1.60 plate grip DOL=1.60 OTHERS 2x4 SP No.3 2) Provide adequate drainage to prevent water cording. BRACING 3) All plates are MT20 plates unless otherwise indicated. TOP CHORD Structural wood sheathing directly applied, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BOT CHORD except end verticals. Rigid ceiling directly applied or 4-6-10 oc 5) Refer to girders) for truss to truss connections. bracing. 6) Provide mechanical connection (by others) of buss to WEBS 1 Row at midpt 9-1Q 9-11 bearing plate capable of withstanding 1272 to uplift at joint 10 and 1131 lb uplift at joint 2. REACTIONS (Iblsize) 2=2793/0-8-0, (min. 0-2-5), 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d 10=2837/ Mechanical, (min. 0-1-8) (0.148"x3.25")toe-nails per NDS guidlines. Max Horiz 2=217 (LC 8) 8) Hangers) or other connection device(s) shall be Max Uplift 2=-1131 (LC 8). 10=1272 (LC 5) provided sufficient to support concentrated loads) 221 is FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 down and 297 lb up at 7-0-0 on top chord, and 292lb (lb) or less except when shown. down and 109 lb up at 7-0.0 on bottom chord. The TOP CHORD 2-3=-5068/2184, 3-20=-6169/2793, design/selection of such connection devices) is the 20-21=-6168/2793, 4-21=-6168/2793, responsibility of others. 4-22=-6577/2965, 22-23=-6577/2965, 9) In the LOAD CASE(S) section, loads applied to the face 5-23=6577/2965, 5-24=-5704/2570, of the truss are noted as front (F) or back (B). 24-25=-570412570, 6-25=-5704/2570, LOAD CASE(S) Standard 6-7=-5704/2570, 7-26=.5704/2570, 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, 26-27=5704/2570, 27-28=-5704/2570, Plate Increase=1.25 8-28=-5704/2570, 8-29=-3564/1605, Uniform Loads (Ib/ft) 29-30=-356411605, 9-30=-3564/1605, Vert: 1-3ii 3-9=-70, 2-10=-20 9-10=-2741/1306 Concentrated Loads (lb) BOT CHORD 2-17=-1978/4374, 16-17=1978/4374, Vert: 3=-183 (F), 16=-265 (F), 13=46 (F), 5=-131 (F), 16-31=-1978/4392, 31-32=-1978/4392, 20ii (F), 21= I31 (F), 22=-131 (F), 23=-131 (F), 15-32=197814392, 15-33=-2793/6168, 24=-131 (F), 25=131 (F), 26=-131 (F), 27=-131 (F), 33-34=-2793/616B, 14-34=-2793/6168, 28=-131 (F), 29=-131 (F), 30=-131 (F), 31=46 (F), 13-14=-2793/6168, 13-35=-2965/6577, 32=46 (F), 33=46 (F), 34=46 (F), 35=46 (F), 35-36=296516577, 12-36=-296516577, 36=46 (F), 37=-46 (F), 38=A6 (F), 39=-46 (F), 12.37=-1605/3564, 37-38=-1605/3564, 40=-46 (F), 41=46 (F) 38-39=-1605/3564, 11-39=-1605/3564 WEBS 3-16=-13/631, 3-15=1039/2149, 9-11=-1934/4297, 4-15=-998/688, 4-13=-228/499, 5-12=-1066/483, 6-12=-675/507, 8-12=-1179/2614, 8-11=-2242/1238 NOTES c_ wit. IBL PE 75051 / Job Truss Truss Type Oty Ply Renton-Jem-Island C1 Roof Special Girder 1 1 Job Reference (optional) . aouini lruaa,rl. Yaeri ri.,:.l5eoa__ _.._.__ (9un:.tl.1l�.Hu9.1JY919 Pant: 5.31L@Hu9,b9.2lSbXTWrdUSi Inc, Wed on 30D7z5E�5­7_ _^ q,,eyl_y ID:EIIWblSdxDY9AWY6BRHFu4yPZwc-HhhGPo 3MJjxPObisLg7UXnlXwWZGY95v_feryOlcn .2,.e t.n.n nns 1 o.n.n a.an and n e" n n 2M 91-9 S0.0 2-0-0 59-12 2-0-02 4.6i 2-8-0 4-e-0 W 7A0 I NAILED Special NAILED Special Special NAILED NAILED NAILED 5x5= Sa- g 27 28 10 4 S 6x7= 4x5= 2x4a Sx8= 12 5 25 26 6 7 8 6 r 2x4. R"7 c 4 "S it NOP2x STP3 q g 4qn 2 29 3v 15 2x411 14 313Z3 12 4 a dlq 44 T T 2x4° 22� 6n Sx4= 5xe 18 17 TP z9p5 3x8= 3x6= 2x4" 3x5= 1 1 Spedal NAILED Special x5• 4x5= Special NAILED NAILED k4n 2x4n NAILED NAILED �2p�n nn r2- 1 4-0.0 11 Z' 4d- 2 564 O0-0'8 3-ID-0 2-t11A ]442 Scale =1:62 Plate Offsets (X, Y): 23:0-2-2,0-180][5:0-5-4,0-2-8], [6:0-2-0,0-2-0], ]8:0-5-8,0-2-12], [9:0-2-8,0-2-4], [10:0-6-0,0-2-8], [16:0-3-12,0-3-0], [19:0-2-12,0-2-8], [20:0-2-0,0-2-12), [21:0-3-0,0-141• Loading (psi) Spacing 2-0-0 Cat DEFL in floc) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.19 20-21 ,913 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.27 20-21 >644 180 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(CT) 0.13 11 n/a We BCDL 10.0 Code FBC2017rTP12014 Mat dx-S Weight: 178 to FT=10% LUMBER TOP CHORD 2x4 SP No.2 *Except* T2,T4:2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* B3,B4:2x4 SP No.31 B2:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at ni 5-19, 8-16 REACTIONS (lb/size) 2=83110-8-0, (min. 11=1194/0-8-0, (min. 0-1-8), 16=3542/0-8-0, (min. 04-3) Max Horiz 2=171 (LC 8) Max Uplift 2=-335 (LC 8), 11=.542 (LC 9), 16=-1614(LC 8) Max Grav 2=837 (LC 17), 11=1194 (LC 1), 16=3542 (LC 1) FORCES (to) -Max. Camp./Max. Ten. -All forces 250 (to) or less except when shown. TOP CHORD 2-3=-852/334, 3-4=-1366/628, 4-5=-11211544, 5-25=-416/969, 25-26=-416/970, 6-26=4161970, 6-7=-126912715, 7-8=-124812681, 8-9=-15491850, 9-27=-1366/774, 27-28=A366/774, 10-28=1366R74, 10-11=-2095/986 BOT CHORD 2-22=-330/616, 21-22=-281/557, 3-21=-567/1108, 20-21=-623/122Q 20-29=48411024, 29-30=48411024, 19-30=-484/1024, 6-19=-402/1175, 15-16=-304/500, 14-15=-3081499, 14-31=-786/1781, 31-32=786/1781, 13-32=-78611781, 12-13=766/1781, 11-12=785/1760 WEBS 5-20=-247/927, 5-19=-2159/1032, 8-16=-3542/1627, B-14=-560/1106, 9-14=0/273, 10-14=-532/240, 10-12=-38/696, 4-20=308/182, 3-22=-727/404, 16-19=A023/506, 6-16=-2498/1226 NOTES 1) Unbalanced roof live loads have been considered for this design- '°> 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 lb uplift at joint 11. 335 to uplift atjoint 2 and 1614 to uplift atjoint 16. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148'1 toe -nails per NDS guidlines. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 228 lb dawn and 3081b up at 7-0-0, and 2461b down and 322 lb up at 22-0-0, and 246 lb dawn and 322 lb up at 26-8-0 on top chord, and 426 lb down and 192 lb up at 7-0-0, and 328 to down and 139lb up at 22-0-0, and 328lb down and 139 to up at 26-7A on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof 'Live (balanced): Lumber lncrease=1.25, Plate Increase=1.25 Uniform Loads (Ib/fl) Vert: 1-5=70, 5-8iii 8-9=-70, 9-10ii 10-11=-70, 2-22=-20, 19-21=-20, 17-18=-20, 11-16i Concentrated Loads (Ib) Vert: 5=-148 (F), 9ii (F), 10iii (F), 19=46 (F), 6=-131 (F), 20=-3B4 (F), 14=-302 (F), 12=302 (F), 25=-148 (F), 26=-148 (F), 27=-131 (F), 28=-131 (F), 29=-34 (F), 30=34 (F), 31=-46 (F), 32=46 (F) \CENs��t��i 1 PE 7�051 '-0 L olrl I4C Job Truss Truss Type Qly Ply Renton-Jem-Island C2 Roof Special 1 i Job Reference (optional) ---'-Souitlem TTussr Ft. Pierre FLY34951--- --=--Run: 9:31 S Aug 13 2019Pr int: 8.310 5 Aug.13201S. MRek industries, Inc, Wed Oct 3D 07.55:5L.....-........_.EagesL_ ID:GvGmFly4Oz8Lx8fceyc6DyPZSSmtEeeHzh7drol YAUO2LM1kKrvJ631nolhZjDAZy01cm z3-to-5 21-. 9 0 A d 2-1-9 2-16d 3-0-7 2-&3 0. .2 33t2 2-0L -M- d 4.14 4-44 9G0 0.&0 Sx5= Sx5= 9 10 5x5= 4x5= 2x4u 5x7e 5 6 7 0 12 -2x4p 11 6 r 4 2x6u 12 gg NOP2%5TP t5 14 13 Y a 2 30 3x4- 3x6- 3x4= 3x5= Q 2xdu 22= 3x4= SxBIS 17410MSTP x5= 2x4n 2x4u 2x4o 0 33 3-OO 4 . 4-t0a1 9341 O.S 5.10.a E1-12 411 0- t5 Scale =1:62 Plate Offsets (X, Y):[3:0-3-0,0-0-12],[5:0-2-8,0-2-4],[8:0-5-4,0-2-8],[9:0-2-8,0-2-0],[10:0-2-8,0-2A],[16:D-2-12,0-2-8],[19:0-2-12,0-2-8],[21:0-3-0,0-04],[23:0-2-2,0-1-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Vd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.12 20-21 >999 240 M720 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) -0.19 20-21 >900 180 BCLL 0.0 Rep Stress Incr YES WS 0.50 Horz(CT) 0.09 12 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-S Weight: 182 lb FT=10% LUMBER 5) This truss has been designed for a 10.0 psf bottom TOP CHORD 2x4 SP No.2 chord live load nonconcurrent with any other live loads. B07 CHORD 2x4 SP No.2 *Except* B2,B4:2x4 SP No.3 6) Provide mechanical connection (by others) of truss to WEBS 2x4 SP No.3 bearing plate capable of withstanding 1991b uplift atjoint BRACING 12, 165 lb uplift atjoint 2 and 660 to uplift atjoint 16. TOP CHORD Structural wood sheathing directly applied or LOAD CASE(S) Standard 5.8-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 6-0-0 oc bracing: 19-20,17-18. WEBS 1 Row at midpt 8-16 REACTIONS (lb/size) 2=545/0-8-0, (min. 0-1-8), 12=608/0-11-5, (min. 0-1-8), 16=1985/0-8-0, (min. 0-2-5) Max Horiz 2=190 (LC 8) Max Uplift 2=-165 (LC 8), 12=-199 (LC 9). 16=-660 (LC 8) Max Grav 2=550 (LC 17). 12=608 (LC 18), - 16=1985 (LC 1) FORCES (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-393/84, 3-4=-335I81, 5-6=-227/681, 6-7=425/1219, 7.8=413/1189, 8-9=-368/363, 9-10=-404/249, 10-11=792/324, 11-12=-962/336 . BOT CHORD 2-22=112I254, 20-21=-120/301, 6-19=240U23, 7-16=-030/239, 15-1 6=-1 52/333, 14-15=-70/404, 13-14=-70/404, 12-13=234/807 WEBS 5.19=-828/330, 8-16=-1663/451, 8-15=-9/397, 9.15=.298/90, 10-13=454/448, 11-13=-311/237, 5-20=140/454, 4.20=-352/220, 16-19=-691/326, 6.16=-991/364 NOTES 1) Unbalanced roof live loads have been considered for this \\\ �i ul- BL 2) Wind: ASCE 7-10; Vult=160mph(3-second gust) \�'�\CENSF��`�.//j Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); / PE O51 `\ 7 Lumber DOL=1.60 plate grip DOL=1.60 f - l 3) Provide adequate drainage to prevent water pending.�- 4) All plates are MT20 plates unless otherwise indicated.- \\ ; b� ORID � 4 -' //////t%rIVALIENG\\\ Job Truss Truss Type Oly Ply Rent on-Jem-Island C3 Half Hip i 1 Job Reference (optional) _---- SoulhemZrucsrFt,Pierce, FL., 34 --_ d, d ii MI IeK irc USVIe5,4nc,Wea VCI:]ll ID:xKBm2B OPXhy02BZE5DdIGyPaTx-mtEeeHzh7dro1 YAu02LM1 kKzxJ881ZhZjDAZy0Icm -bL9 Bd-0 ti-0D 1500 2-1-9 04-4 2-0-12 d-0.0 3x4= 2x4, 5 6 4s 12 4 6 r NOP2x 5]'P 3 9 I 2 c „ 1 x4v 4 1x4v 7 8a3u f a 3x4= 3x4= tx4. 14, 240.4 129.12 15.m 2-0L 3.9,0 12-&o 14&e 2-0-0 Vt 2 54.4 a312 ,-10.12 Scale =1:50 0.104 0.1.12 0-3-8 Plate Offsets (X, Y):[3:0-1-2,0-1-B],[5:0-2-0,0-2-8],[6:0-2-0,0-1-01,[14:0-2-2,0-0-81 Loading (psf) Spacing 2-0-0 C51 DEFL in "Do) "a' L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.33 it-12 >529 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.47 11-12 >373 180 BCLL 0.0 Rep Stress ]nor YES WB 0.96 Horz(CT) 0.18 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 841b FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 82:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-1 oc purlins, except end verticals. SOT CHORD Rigid ceiling directly applied or 9-5-14 oc bracing. REACTIONS (lb/size) 2=835/0-8-0, (min. 0-1-8), 7=640/ Mechanical, (min. 0-1-8) Max Horiz 2=317 (LC 8) Max Uplift 2=-234 (LC 8), 7=-203 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-910/187, 3-4=-1038/259, 7-9=-613/214 BOT CHORD 2-13=-384/683, 3-12=-381/892, 11-12=-380/888, 10-11=-380/888, 9-10=-380/888 WEBS 12-13=400/754, 4-11=9/413, 4-9=-961/422, 3-13=1012/569 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind( ASCE 7-10; Vplt=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2031b uplift at joint 7 and 2341b uplift at Joint 2. LOAD CASE(S) Standard '�\GENS��� PE 7�051 SORI�6///�� S�ONALtE�G \\\\ Job Truss Truss Type Oty Ply Renton-Jem-Island C4 1 Half Hip 1 1 1 Job Reference (optional) _— _-Southem Truss, Ft. Pierce, FL., 34951_ _. •-Run:221.- 94.3204E P.dnt:8.3108 Aug J320J9 M7ekJodustnes Inc.Wegpd3007:55:57 ...;.Page]—..^ ID:xKBm2B40PXhy02BZE5DdIGyPeTx.mtEeeHzh7dm1YAu02LM1kK_bJ871galhZDAZy0lcm -2-0-0 944 2L0 81i i 4)-12 3-0O U4= 30, 6 7 E 2404 12-9-11 15 2.0.0 ;QVD 644 12. 41 14.9.9 Scale =1:53.5 2-0-0 0.. 2 644 43-12 t-f0-12 0-104 0.1-12 038 Plate Offsets (X.Y):[3:0-1-2,0-1-8],[6:0-2-0.0-2-8].115:0-2-2.0-0-81 Loading (psf) Spacing 2-0-0 CSI DEFL in ('oc) Vdefl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.34 12-13 >515 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.47 12-13 >372 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Hoa(CT) 1 0.18 8 We n1a BCDL 10.0 Code FBC2017fFP12014 Matrix-S Weight: 85 to FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* B2:2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-3-0 oc bracing. REACTIONS (lb/size) 2=835/0-8-0, (min. 0-1-8), 8=640/ Mechanical, (min. 0-1-8) Max Horiz 2=368 (LC 8) Max Uplift 2=-220 (LC 8). 8=-253 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=9111156, 3-4=1037/227, 4-5=876/244, 8-10=-612/262 BOT CHORD 2-14=-405/683, 3-13=421/890. 12-13=-419/886, 11-12=-419/886, 10-11=41g/886 WEBS 13-14=423/755, 5-12=-7/413, 5-10=-960/456, 3-14=1013/60D NOTES 1) Unbalanced roof live loads have been considered for this design: 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 253 lb uplift at Joint 8 and 220 lb uplift at joint 2. LOAD CASE(S) Standard BLp P E 70051 d \ �ltSi t ATEi9t` / (iJr i `G�� 1 Job Truss Truss Type Oly Ply Renton -Jens -Island CS Monopitch 1 1 I Job Reference (optional) Southem Truss' Ft. Pierce, FL.;34951--^ — "- - '— --- Ron: a.31 S Aul, 132019 Print 8.310'S'AUg 13Z019NneKlnubnrias,dncrWv! 0K 3007:55:54 ---7agaA. ID:Gk3h27Lt070MaEB82RPIeDyPakO-E4o1 sd KuwyKld msbZys8gjUnl HESwDTmi7y0ld 2.1.9 7i e Scale =1:55.5 74A lsaa Plate Offsets (X, Y): [8:0-2-2,0-0-8) Loading (psf) Spacing 2111 C51 DEFL In (loc) Udell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.07 6-7 1999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.15 2-7 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.29 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: Si lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or SA-5 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-9-15 oc bracing. WEBS 1 Row at midpt 4-6 REACTIONS (lb/size) 2=83510-8-0, (min. 0-1-8), 6=640/ Mechanical, (min. 0-1-8) Max Horiz 2=413 (LC 8) Max Uplift 2=-201 (LC 8). 6=307 (LC 8) FORCES (Ib)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-919187, 3-4=709/94 BOTCHORD 2-7=-3491717, 6-7=349/717 WEBS 4-7=0/342, 4-6=-7951387 NOTES 1) Wind; ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load noncancunent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 307 lb uplift at joint 6 and 201 lb uplift at joint 2. LOAD CASES) Standard \G1E B F i PF7R(151 d�� �0�• ORID s S'�ONAL)ENG\\�\\ Job Truss Truss Type Oty Ply Renton-Jem-Island C6 Monopitch Girder 1 2 Job Reference (optional) ,.,--__Southern.huss,FlPiercr;.F.L.,89951__,, _____„„_.=.vxn,,:—�13V�;kJ.LS_Af�q.732014.Pn0G8.310SApg 132g19 MiTe1In&,UriS�.,.Wed-Pct3g 0P55;5¢�-_Pave, 1_.,� ID:AWgPoETr4 wAdluleoJhDXtyPZor-E4olstl_KuwzfikmsbZysE5jW51AmSwOTmi7yOIG . -1-9 NJ 3t1-12 SSi 2v4u 6 7 HUS26 HUSH HUSH HUS26 Scale =1:54.5 1 st.a 4.1-0 14E-0 St< }11.12 SS-0 Plate Offsets (X, Y):[5:0-1.4,0-2-0],[7:0-3-0,0-0-0],[10:0-2-2,0-0-8] LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 'Except* W4:2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 4-10-0 oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS (lb/size) 2=328410-8-0, (min. 0-1-8), 7=5226/0-4-0.(min. 0-2-3) Max Horiz 2=400 (LC 21) Max Uplift 2=-1209 (LC 8). 7=-2017 (LC 8) GENs PE 76051 •- ETA i � pg i S �1 S�OfVALIII IE� �\\� 1 Job Truss Truss Type Oty Ply Renton -Jam -Island CJ3 I Diagonal Hip Girder 2 1 Job Reference (optional) -_-Southem Truse;Ft. Flerce,FL., 34951--:-.-..._...._-.-.-,.-- Rum&31-S, Aug 432019Pnnt:8.310-SAw t320t91,17e1kartlustriesr:nc.41.d ID:fniBsszlPv2V_0900462ryPZN4-E4ol sd_Kuwzfil4_msbZys7clXlJKSwDTmi?yOlci -2A15 xA0.ID at-> 2-&15 2-00.10 t-2d3 NAILED NNLEa 4.2426 a T Z z a 1 t 6 5 h4- W. z-taro zz a1-7 1-7-2 1.2.13 Scale =1:35.7 1.3-8 Loading (psi) Spacing 2-0-0 CS' DEFL In (loc) Well Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.02 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.02 6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 H=(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 18lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1.7 oc purlins. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. REACTIONS All bearings 0-1-8. except 2=1-10-10, 7=0-3-8 (Ih)- Max Honz 2=146 (LC 4) Max Uplift All uplift 100 (lb) or less at joint(s) except 2=-347 (LC 4), 4=-147 (LC 20), 5=-143 (LC 17), 7=-264 (LC 17) Max Grav All reactions 250 (to) or less at joint (s) 4, 5 except 2=378 (LC 1). 7=286 (LC 20) FORCES go)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=-343/417 NOTES 1) Wind: ASCE 7-10; Vult=16omph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=161k C.L. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/rPI 1. 3) Gable studs spaced at 2-M Do. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 4, 347 Ib uplift atjoint 2,143 Ib uplift aljoint 5 and 264 lb uplift at joint 7. 7) "NAILED" Indicates 3-10d(0.10*4') or 2-12d (0.148'x3.25') toe -nails per NDS gull ines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Inprease=1.25 Uniform Loads (lb/ft) Vert: 14=70, 2.5=20 Concentrated Loads (Ib) Vert: 8=205 (F=103, B=103) -Z PE 75051 I{ \ /$TA 1_ -d ppgg � CIORI'D //�///� S�OtVALIE0 Job Truss Truss Type O/y Piy Renton-Jem-Island CJ3A I Diagonal Hip Girder I 2 1 Job Reference (optional) �^---SooNem TmssPt. Ple¢e; FL.r3495Y'— —^�— ------=�----Run�8.345-Aug•532019-Pnnt8:3t0.5Au9-t3TP1EMRek!Mu54ie5.-ICc_We00c1300]:55'sa ID:iUgOnHN60ZM02m82HquSDbyPZc2-E4olsd_KuwzRl4 msbZysSfjay184SwDTmi2yOld -2-11-2 1A14 4-1-7 z-11-z 1-514 2-39 NAILED NAILEP, 42426 4 ] 3 2 d O1 '1 I1 3' c fi• 5 30- 34. NAILED NAILED 23o 1- 14 4-1-7 1.?ta 1.314 Scale=1:35.4 bS1f Plate Offsets (X, Y): [2:0-1-0,0-1-81.16:0-0-7,Edge) Loading (psf) Spacing 2-0-0 Cat DEL in (io' Vde6 L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.03 5 >946 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 5 >473 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 1 0.00 4 We n/a BCDL 10.0 Code FBC2017fTP12014 Maud z-P Weight: 18 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc pur ins. BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. REACTIONS (Ib/size) 2=493/0-10-15, (min. 0-1-8), 4=104/ Mechanical, (min. 0-1-8), 6=-241/0-11-5, (min. 0-1-8) Max Horiz 2=146 (LC 4) Max Uplift 2=493 (LC 4), 4=.87 (LC 20), 6=483 (LC 17) Max Grav 2=493 (LC 1), 4=115 (LC 17). 6=542 (LC 20) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 3-7=-271/173 WEBS 3-6=494/579 NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=S.Opsf; h=16ft; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 Do. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 871b uplift at joint 4, 493 lb uplift at joint 2 and 483 It, uplift at Joint 6. 7) 'NAILED' Indicates 3-10d (0.14ft'4) or2-12d (0.148'x3.25') toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (e). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 14=70, 2-5=-20 Concentrated Loads (Ib) Vert: 7=205 (F=103, B=103) P E 76051 �d `7. 'sTA /` , Job Truss Truss Type Oty Ply Renton-Jem-Island CJS Diagonal Hip Girder 2 1 Job Reference (optional) —•--.•SOUNem TN55,FLPierce. FL.,34951-- - - -- _.�..__L.Ji'Jq:-a.Ja SFW911LDi�YmICa.:tm5flu6.121LL1Y-Muel4lnoustnes,tro. wea oet :fV ID:uA1RgNXgq9pZSaqd0P 29DyPZSp-E4o1 s11_Ktwzffia msbZysAyTllLoSwDTmi1y01d -2.11-2 611A 2-01-2 6114i NAILED NAILED. 12 NAKED NAILED 1x4a NAILED NAILED 5 Scale=1:36.5 a-tta Plate Oftsets(X, V): ]2:0-3-10,0-1-8] Loading (Pat) Spacing 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TOLL (roof) 20.0 Plate Gdp DOL 1.25 TO 0.60 Vert(LL) -0.15 4-6 >520 240 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC O.68 Vert(CT) -0.27 4.6 >287 180 BOLL 0.0 Rep Stress Incr NO WS 0.00 Horz(CT) 0.00 5 n/a nla BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 31 lb FT=10% LUMBER TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=412/0-10-15, (min. 0-1-8), 5=1391 Mechanical, (min. D-1-8), 6=81/ Mechanical, (min. 0-1-8) Max Horiz 4=172 (LC 4) Max Uplift 4=245 (LC 4), 5=116 (LC 4). 6=-9 (LC 4) Max Grav 4=562 (LC 31). 5=144 (LC 31). 6=144 (LC 22) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf, BCDL=5.Opsf, h=16ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift atjoint 5, 245lb uplift at joint 4 and 9lb uplift at joint 6. 5) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lblft) Vert 1-2=-30, 2.5=-70, 4-6=-20 Concentrated Loads (lb) Vert 9=205 (F=103, B=103), 11=26 (F=13, 13=13) PE7QO51 d`� -,"I ORIG_ ' Zi%z ' /OtVALtE1\G Job Truss Truss Type City Pty RentonJem-Island CJ7 I Diagonal Hip Girder 4 1 Job Reference (optional) --_ -- Southem Truss�R,Pisrce, FL,r34951 .-- --�___ _„_Run:-8:31-S Aug 43 20ISPrint: 8.310SAug 13 2019 MiTek lndumdes, In,, Wed Od 30 07.55:58-•---.• --Rage-i-�- ID:cB71s Nk K3VmLoc3o203gyP4Fk-E4o1stl_Kur. Iffl4_msb2ys5fjxolHCSwDTmi7y01d -3-9-15 SSfi 9-a5 2.315 S36 IS15 NAILED 12 NAILED 4.2426 WILED 3. NAILo 15 Y4c 14 3 St 1x44 3 2 NAILED NAILED Tr We11al dtL 1 is t] 8 10 wi U4- 1A. 344= tRdo NAILED NAILED NAILED NAILED NAILED 5 76 3x4- Scale=1:41.2 56 S36 03] 72-1 0. 1 Plate Offsets (X. Y): [2:0.3-4,0-1-8],[9:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) /dell Lid PLATES GRIP TCLL (roof) 20.0 Plate Gdp DOL 1.25 TC 0.94 Vert(LL) -0.03 241 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 7-8 >999 180 BCLL 0.0 Rep Stress [nor NO WB 0.29 HOrz(CT) 0.01 7 n/a nm BCDL 10.0 Code FBC2017lTPI2014 MaVix-S Weight: 521b FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3-2-6-0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=543/0-10-15, (min. 0-1-B), 5=167/ Mechanical, (min. 0-1-8), 7=2841 Mechanical, (min. 0-1-8) Max Horiz 2=246 (LC 4) Max Uplift 2=-383 (LC 4), 5=-128 (LC 4). 7=-123 (LC 8) Max Grav 2=649 (LC 31). 5=167 (LC 1), 7=307 (LC 31) FORCES (to)- Max. ComplMax. Ten. - All forces 250 (III) or less except when shown. TOP CHORD 2-13=749/258, 3-13=-668/250, 3-14=626/259, 4-14=616/248 BOT CHORD 2-16=334/595,16-17=-334/595, 8-17=334/595, 8-18=-334/595, 7-18=3341595 WEBS 4-8=0/262, 4-7=650/364 NOTES 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsh BCDL=S.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nodconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 Ib uplift atjoint 5, 3831b uplift at joint 2 and 123 to uplift at joint 7. 5) 'NAILED"indicates 3-10d (0.148'x3")or2-12d (0.148"x3.25") toe -naps per NDS guidlines. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/fl) Vert: 1-5=-70, 2-6=20 Concentrated Loads (Ib) Vert: 13=205 (F=103, B=103), 15=-Bl (F=Aft. B=-62), 17=13 (F), 18=36 (F=-18, B=-18) \\����F �GENg����ii PE 7Q051 � �11; f9TA 'V'% Job Truss Truss Type Qty Ply Renton-Jem-Island CJ7T Diagonal Hip Girder 1 1 Job Reference (optional) __.,Soutnem Truss, FL Pierce, FL.399s1:�-_-----�-- r<.--••.,--- Ru_n:J1.31'SAu9''�T'-019 Print 3.3105SMg I32019 MRelklndusn.s,Anc. Wed Oct 30.0R55:58 ID:rO67CShYTPiamP719jPOhYyPd7trE4ol sd_Kuw1Rl4_msbZys79jOr11OSwDTm17y01d -2.9-i6 Ett-0 9-95 2-415 641-0 290.5 NAILED NAILS 2 NAILED NAILED 42436 r 16 N 344= a 1x4a s 3 4 P1 d 91 art= u 12 4.7. 1x4u 143 NAILED 1%9r NAILED NAILED NAILED 7 3rAs fi W4 d ,3 10 as 1x4u 344= _ NA LED NAILED 4-0 7 z-sa I 41-j sn-0 I ssu sii Scale=1:42.6 131 Plate Offsets (X, Y):[2:0-3-10,0-1-8],[4:0-3-0,0-1-6],[4:Edge,0-3-5],[5:0-6-14,0-2-3] Loading (psf) Spacing 2-0-0 CSI DEL In (loc) i/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.78 Ven(LL) -0.24 5-11 >475 240 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 BC 0.a4 Vert(CT) -0.34 5-11 >327 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) I 0.13 9 We n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight 53lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.2 - 2-11-6 BRACING TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc pudins. SOT CHORD Rigid ceiling directly applied or 9-9-7 oc bracing. REACTIONS(lb/size) 4=52610-10-15,(min. 0-1-8),7=461 Mechanical, (min. 0-1-8), 9=379/ Mechanical, (min. 0-1-8) Max Horiz 4=223 (LC 20) Max Uplift 4=-264 (LC 4), 7=-108 (LC 20). 9=-169 (LC 4) Max Grav 4=712 (LC 31), 7=59 (LC 17), 9=450 (LC 31) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-15=312/30, 5-16=-9361259, 6-16=-875/268 BOT CHORD 5-11=345/853, 10-11=345/853, 9-10=-345/853 WEBS 6-10=-65/338,6-9=-9721393 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss is not designed to support a ceiling and is not Intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 7, 2641b uplift at joint 4 and 1691b uplift at joint 9. 6) "NAILED" indicates 3-1Od (0.148'x3') or 2-12d (0.148'x3.25") toe -nails per NDS guidlines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=30, 2-7=70, 4-12=20, 8-11=-20 Concentrated Loads (Ib) Vert: 10=-74 (F=37, B=-37), 6=-14 (F=-7, B=-7), 15=205 (F=103,B=103) 49-1 i PF 76051 A \\ s'/OVAL ///lnllnl\\ Job Truss Truss Type Qly Ply Renton-Jem-Island D1 Common 5 1 Job Reference (optional) --- --Southem Tmss-,FL Pierce; FL:34451--- vnm:e.S1MAUgaa2ule nmieKanausines.lna weaumsuuim�_.._.—�g� ID:OEQSioBSSZ3UKiu BEhgWPZmd.iGMP3z?yfE5WGsKHXTNgB9PNg7orml)bBtCJESyOlck -2-1.e bdd iR-2-0 17-11-R _ 24<-n I 2658 I 2-1�9 644 5-9.13 SB-12 644 2-1-8 I 4x4- 4 &3-B 16-0-0 244-e Scale=1:50.4 ea4t 7-94 Plate Offsets (X, Y): [11:0-2-2,0-041], [13:0-2-2,0-0-81 Loading (psi) Spacing 2-0-0 CSI DEFL in (loc) I"all Uri PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.12 643 -999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.25 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES 11 0.21 Horz(CT) 0.05 6 We nla I BCDL 10.0 Code FBC2017/TPI2014 N Weight: 120 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP No.2 WEBS 2x4 SIP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 9-1-5 oc bracing. REACTIONS (lb/size) 2=123310-8-0. (min. 0-1-8). 6=1233/0-8-0,(min. 0-1-8) Max Horiz 2=142 (LC 6) Max Uplift 2=-360 (LC 8), 6=-360 (LC 9) FORCES (Ib)- Max Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1781/464, 3-4=1554/464, 4.5=-1554/464, 5-5=1781/464 BOT CHORD 2-10=-01111489, 9-10=-150/1007, 8-9=-15011007,6-8=-28111489 WEBS 4-8=-1961561, 5-8=-3671293,4-10=-1961561, 3-10=3671293 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; CaL II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3601b uplift at joint 2 and 360 lb uplift at joint 6. LOAD CASE(S) Standard PE 70051 A \C\ell G� NAL jSS/OIENG Job Truss Truss Type Oty Piy Renton -Jam -island D3 Common Girder 1 3 Job Reference (optional) --5outhem-Twss,FLPiercc, F" 34951-S. AugM2619PrinC8I165Aug.132U9.M7eRlndustnes,Jaa Wed Oct 30DL•55:59.- - -Pagog1� ID:941GGyHnhi47UPV00523oyP20Y4GMP3YlylE5WGsKHXTNg69PFg7oNmbnb8tCJESyOlck -z-1.B &ed iz-2-0 1]-&tz zad-0 z6Ss 91-9 654 6.7-12 57-12 6{N 2-1.8 445e 4 Special 5pec1a1 HU526 HU526 HU526 HU526 HUS26 WS26 HU526 7 Scale = 1:59.4 6� 12Q-0 1]-5-t2 2b4-0 6S4 Si-12 57-" 6i-4 Plate Offsets (X, Y):[2:0-2-10,D-1-8],[3:0-2-0,0-1-8],[6:0-2-14,0-2-51,18:0-3-12,0-1-0),[9:0-4-0,0-4-12],[11:0-4-12,0-1-8],[12:0-2-2,0-0-8],[14:0-2-2,0-0-8] LUMBER TOP CHORD 2x4 SP M 31 'Except* T2:2x4 SP No.2 GOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* W4:2x4 SP No.2 WEDGE Left: 2x4 SP No.3 BRACING TOP CHORD Structural Wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=1234010.8-0, (min. 0.3-7), 6=793710-8-0, (min. 0-2-3) Max Horiz 2=142 (LC 24) Max Uplift 2=-3389 (LC 8). 6=2506 (LC 9) GEN ,4-.r�l-�i P E 75051 A %$TA / Q: Job Truss Truss Type Oty Ply Renton-Jem-Island D4 Hip 1 1 Job Reference (optional) ----BwNem Trucs; FL pierce, FL.,34951 —Rure8.31.S-Aeg432019PnnC8,310SAvg-132019 MTeklnduetdeslr�Wed 0ct3007t5559­-_—.......-PageA­ ID:PAOg7SVuEYFEMDZgMThj3JyPTjd4GMP3z?yrE5WGSKHXTNg69PIF70gmhvbStCJESy01ck -z-t-s se.a 2-0-9 643 11-0 a 1z-22 -0 -0 ba1t5s a<aSt zNIs:2V 3�- 50v 3M= 4 5 6 Scale =1.48.7 1 8-34 I 7-9-o I 6-a8 Plate Offsets (X, Y):[4:0-2-0,0-2-8],[5:0-2-0,0-3-0],[6:0-2-0,0-2-8],[13:0-2-2,0-0-8],[15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CS] DEFL in (loc) Well L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.12 2.12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.28 8-10 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.20 Horz(CT) 0.05 8 n1a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 119 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural woad sheathing directly applied or 3-4-9 oc puriins. BOT CHORD Rigid ceiling directly applied or 9-6-11 oc bracing. REACTIONS (Ib/size) 2=1233/0-8-0. (min. 0-1-8), 8=123310-8-0, (min. 0-1-8) Max Horiz 2=-131 (LC 6) Max Uplift 2=352 (LC 8). 8=352 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1763/437, 3-4=15411435, 4-5=-13071429. 5-6=13071430, 6-7=-15411436. 7-8=-17621436 BOT CHORD 2-12=374/1467, 11-12=13311015, 10-11=133/1015, 8-10=-253/1466 WEBS 5-12=174/525,3-12=J13/264, 5-10=174/526,7-10=-313/264 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l 60mph (3-second gust) Vasd=124mph; TCDL=5.0ps1; BCDL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 3x4 MT20 unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 352 Ib uplift atjoint 2 and 352lb uplift atjoint 8. LOAD CASE(S) Standard W11 P E 70051 d \ `L '$TArrQ1p$' i�0� �GIORID($ //��/�&'310 fALI�NG ��\\ Job Truss Truss Type Oty Ply Renton-Jem-Island D5 Hip 1 1 ,lob Reference (optional) --a00 ff. INS9, hL Yieree;r61-KYJi+-•------+----.--_ gun:,6.315-Mg43ZGJ".1nt 5.319SAug I u2G1eMlTeklndusties,Inc.'Ned Oct 3P07:55.59- age!-! ID:gSKxTXZ4VbLW IkWyGLetyPLF.iGMP3z.y-m5 W GsMXTNg69PJNmummhbetCJEsyOlck ZE -2.1A bs12 9De 15AO t]-11a 2cA-0 2639 2-1.9 .1.2 2Ad E 2-0d 6-0-12 2-1.9 46- ass- 4 s 9.1-12 15-24 24<-0 94-12 a-R9 s 1-12 scale = 1.487 Plate Offsets (X, Y): (4:0-3-0,0-2-4], (5:0-3-0,0-2.41, j12:0-2-2,0-0-81, [14:0-2-2,0-0-8] Loading (psf) Spacing 200 CSI DEL in (toc) Vdefl Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.74 Ven(LL) -0.26 7-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.45 7-9 >636 180 BCLL 0.0 Rep Stress Incr YES M 0.15 HOR(CT) 0.05 7 n1a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-S Weight: 113 to FT= 10% LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-1-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=123310-8-0, (min. 0-1-8), 7=1233/0-8-0,(min. 0-1-8) Max Herz 2=111 (LC 6) Max Uplift 2=-334 (LC 8), 7=-334 (LC 9) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1739/390, 3-4=1482/339, 4.5=-1292/314,5-6=-1482/339, 6-7=-1739/390 BOT CHORD 2-11=-313/1446, 10-11=-161/1292, 9-10=161/1292, 7-9=-211/1446 WEBS 3-11=-293/251, 4-11=85/399, 5-9=85/399, 6-9=-2931251 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf; BCDL=5.Opsf; h=16@; Cat. It; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This tress has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3341b uplift at joint 2 and 3341b uplift at joint 7. LOAD CASE(S) Standard PE 7QO51 A \ tL $TAT i �U[r mz Job Truss Truss Type Oty Ply Renton-Jem-Island D6 Roof Special 1 1 Job Reference (optional) - —Soulhem Tmss,FLPier-e,FL.,34951-...Run:-8.3]Sl g.1320.19 PnntA.310.S Aug-132019 Ulba ndusOies, Inc. Wed Oct 30W55M--___Page:_7_-_ ID:3W U2dsVONFI gfahYX88PF6yPZh2-iGMP3z7ytE5 WGsKHXTNg89P1371rmgpb8tCJESy0lck 1 114 )-0-10.}D 13-2-0 1 1 17: -0 24-0-0 2659 R49 11D2 M-e 1-11-0 Qy 2 &30 7-a-0 2-1-9 1-9A 14- 5 9 7-1-12 %G-M 7.1-12 Scale=1:48.7 Plate Offsets (X, Y):[3:0-2-4,0-2-0],[4:0-3-0,0-2-4],[5:0-2-0,Edge],[6:0.3-0,0-2-4],[7:0-2-4,0-2-4],[13:0-2-2,0-0-8],(15:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefi L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.21 10-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.47 10-12 >602 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Hoa(CT) 1 0.06 8 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 1171b FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (go/size) 2=1233/0-8-0, (min. 0-1-8), 8=0/0-8-0, (min. 0-1-8) Max Horiz 2=110 (LC 6) Max Uplift 2=-367 (LC 8). 8=-367 (LC 9) Max Grav 2=1233 (LC 1), 8=1119 (LC 18) FORCES (Ib)- Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1762/407, 3-4=1468/428, 6-7=1468/428, 7-8=1762/407 BOTCHORD 2-12=315/1452, 11-12=-338/1653, 10-11=-338/1653, 8-10=-214/1452 WEBS 3-12=-65/466, 7-10=65/466, 4-12=330/190, 6-10=-330/190, 4-6=-1480/408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf,, h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 367111 uplift at joint 2 and 367 lb uplift at joint 8. LOAD CASE(S) Standard M . BL��/�i P E 70051 //�� j\sS��NALIE�G \��� Job Truss Tmss Type Oty Ply Renton-Jem-Island D7 Roof Special Girder 1 1 Job Reference (optional) SouiUemTrun;FVPWNY,FL.,34951 —-------___Rus 8.31SAug+n 9mc cdnt-8.310_¢fugZ2019 MRek lndustries_Inc�Wed Ocl3007:55:59 Page:1 ID:MNNIiXSbSx04kPpygVHDRyPZSo-iGMP3z7yfESNGSKHXTNg69PN77mmcNb8tCJE5y0Ick -]-1.9 SL-0 Rms 12SL 161-D f449 We I611 2-1-9 SIFp 330 31t0 311-0 }a-0 54D 2-1-9 4x4. 5 S,e l JU524 JU524 spar l 51-13i &14 ib2-0 162-2 IM4 2 S1-t2 2-t1A b0.t2 ff2 12.11A Si••"t2 Scale=1:48.7 Plate Offsets (X, Y):[3:0-54,0-2-0],[7:0-54,0.2-0),[16:0-2-2,0-0-8],[18:0-2-2,G-0-8] Loading (psf) Spacing 2-0-0 CS' DEL in (too) Udell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) 0.19 12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Ved(CT) -0.33 12 >858 180 BCLL 0.0 Rep Stress Ina NO WB 1 0.81 Hom(CT) 1 0.09 8 rda n/a BCDL 10.0 Code FBC20171TP12014 Matrix-S Weight: 133 to FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Stmctural wood sheathing directly applied or 2-8-5 on pudins. BOT CHORD Rigid ceiling directly applied or 6-8-12 00 bracing. REACTIONS (lb/size) 2=1936/0-8-0, (min. 0-1-10), 8=193610-8-0.(min. 0-1-10) Max Hodz 2=110 (LC 7) Max Uplift 2=-720 (LC 8), 8=-720 (LC 9) FORCES (@)- Max. CDmpJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=3298/1196, 3-20=-3882/1418, 4-20=3882/1418, 4-5=2696/969, 5-6=-2696/969, 6-21 =-3882/141 8, 7-21=-388211418,7-8=-3298/1197 BOT CHORD 2-15=1031/28'15,15-22=1032/2833, 14-22=1032/2833, 13-14=-1363/3907, 12-13=-1363/3907, 11-12=-1286/3907, 11-23=-954/2833, 10-23=954/2833, 8-10=-953/2815 WEBS 3-15=-141423, 3-14=416/1358, 4-14=4361190, 4-12=1840/756, 5-12=720/2052,6-12=-18407756, 6-11=436/190. 7-11=416/1358, 7-10=-14/423 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.6D 3) Provide adequate drainage to prevent water panning. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 51 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72016 uplift at joint 2 and 720 lb uplift atjoinl 8. - 6) Use USP JUS24 (With 4-10d nails into Girder 8 2-10d nails into Truss) or equivalent spaced at 9-11-8 on max. starting at 7-24 from the left end to 17-1-12 to connect truss(es) VG (1 ply 2x4 SP) to back face of bottom chord. 7) Fill all nail holes where hanger Is In contact with lumber. 8) "NAILED' indicates 3-10d (0A48"x3') or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1881b down and 252 lb up at 5-0-0, and 188 Ib down and 252 lb up at 194-0 on top chord, and 16611b down and 34lb up at 5-0-0, and 16616 down and 34 Ib up at 19-3-4 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=70, 34=40, 4-5=70, 5-6=-70, 6-7=-70, 7-9=70, 2-8=20 Concentrated Loads (Ib) Vert: 3=-92 (B), 7=-92 (B), 15=79 (B), 10=.79 (B), 20=47 (B), 21=-47 (B), 22=486 (B), 23=486 (B) \\\Q\\\\p� Nil'BLcq////i ! PE 76051 h xs{ 4 .1 fif�'/ 1 h— ORI (� NAL Job Truss Truss Type Qty Ply Renton-Jem-Island D8 Common 1 1 Job Reference (optional) 1 'l lI. 1'. UZID-5Aug 1320]aMRekJagLLStpes, InClvedQcUD 07;56:00_._ Pan¢.1 IO:mbegggYOVGa3E8839K12ugyPZIM-ASmGJOaQYDNubvT5Bu3eNyT_XCXVFoINxylnWOlq an-o s 10-0 att-0 a-tt-g 12 4M, 5 r 2 5 4 Scale =1:41.7 a11-0 att-0 410-0 an-o Plate Offsets (X, Y): [4:Edge,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TOLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.82 Vert(LL) -0A0 5 >999 240 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.24 5 >470 180 BOLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-R Weight: 43lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0oc pudins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=4291 Mechanical, (min. 0-1-8). 6=4291 Mechanical, (min. 0.") Max Horiz 6=48 (LC 5) Max Uplift 4=-106 (LC 9), 6=-106 (LC 8) FORCES (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-302/109, 2-3=302/109, 34=-305/124, 1-6=-3051124 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCOL=5.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1061b uplift at joint 6 and 106 lb uplift at joint 4. LOAD CASE(S) Standard a ENS PE 76051 j( , 4-TTA 'Ur"__:����� `S'/O ills L Job Truss Truss Type Oty Ply Renton-Jem-Island D9 Hip Girder 1 1 Job Reference (optional) _-.-..?outncre lnsa-,L P2ree, Oct 30 W�Psgs-1- ID:IslbUi73aWC1)ayKWvr myPZUd-ASmGJ0a0YDNu0vT5Bu3eNyW4XDWVFWNXylnuy0lq I 3316 I 411-0 I 610.0 i 410.0 1 3316 td-1 1-01-0 30.0 Special apedel 12 3s4- 3 s r- 9 3.4- Ixdo 1x4a 2-10.4 6.11-12 9-100 Scale=1:41.1 2-16d 4-0A xdo-0 Plate Offsets (X, Y): [3:0-2-0,Edge], [6:Edge,0-1-81 6 3x4= Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.10 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Ven(CT) -0.18 7-8 >640 180 BCLL 0.0 Rep Stress lncr NO WB 0.04 Horz(CT) 0.00 6 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight: 58 he FT=10/ LUMBER TOP CHORD 2x4 SP No.2 *Except* T2:2x4 SP No.3 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-"oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 6=358/ Mechanical, (min. 0-1-8). 9=358/ Mechanical, (min. 0-1-8) Max Heriz 9=48 (LC 4) Max Uplift 6=-156 (LC 8), 9=-156 (LC 9) Max Grav 6=377 (LC 36), 9=377 (LC'37) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2781144, 4-5=277/143, 5-6=-255/125, 1-9=-255/125 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber-0OL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156lb uplift at joint 9 and 1561b uplift at joint 6. 7) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 8) "NAILED' indicates 3-10d (0.148'x3') or3-12d (0.148*x3.25*) toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)149 lb down and 198 Ib up at 7-0-0, and 149 lb down and 198 lb up at 10-10-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced); Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-2=70, 4-5=-70, 6-9=-20, 2-3=-70, 34=70 Concentrated Loads (Ib) Vert: 2=42 (B), 4=42 (B), 3=58 (B) ail IBL 4/ 'V�GENgF\���i� PE 7 O51 1 1 * I %�pc'%, 4ORID_ ���� Job Truss Truss Type Oty Ply Renton-Jem-Island E1 Common 2 1 Job Reference (optional) _ - .SouNerrHTwSs.Fl.Rie7cerF1., 34951------- ti s-t— Scale=1:40.4 u ---------,r.Run:8.31S Ac9432019 Pnrt 2.310.S Aug 132019-MRek lndustnesrinc. Wed Oct 3007SUOL — ..Rage:.] ID:yOKplxV3kdwc5LONnUK19ByPZLe-ASw GJOaOYDNuOvT5Bu3 NyawXGbVDoINXylnuy0icj -24-9 t-t0-12 5-1-035i H+0 1}S9 2-1-9 td0.II }9-0 ¢4S 1-10.12 2-1-9 4.4- 12 4 1-10-12 1-40 Sad &5+1 1-9-0 0-1-12 11 o 1-M 7 Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) /dell Lid PLATES GRIP TOLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.38 Vert(LL) 0.02 8-9 >999 240 MT20 2441190 TOOL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.02 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES 11 0.16 Horz(CT) 1 -0.01 8 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-S Weight: 49 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP Nc.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (ib/size) 8=273/0-3-8, (min. 0-1-8), 9=764f7-10-0, (min. 0-1-9), 10=273/7-10-0, (min. 0-1-9) Max Horiz 10=77 (LC 7) Max Uplift 8=-156 (LC 9). 9=-141 (LC 8). 10=154 (LC 8) Max Grav 8=372 (LC 18), 9=764 (LC 1), 10=372 (LC 17) FORCES (lb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-191/551, 3-4=-138/570, 4-5=-138/570, 5.6=-1901551 BOT CHORD 2-10=462/223, 9-10=-462/221, 8-9=462/221, 6-8=-0621221 WEBS 5-8=-270/183,4-9=-701/185,3-10=-270/182 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 141 lb uplift etjoinl 9,154 to uplift at joint 10 and 156 to uplift at joint 8. LOAD CASE(S) Standard F E 7QO51 d xk. _ 1 1�TA � pA S'9'ONA'-1ENG Job Truss Truss Type Qty Ply Renton-Jem-Island E3 Hip Girder 1 1 Job Reference (optional) ' S6bfnemTrusfFLYierce-FL.., 34951---'-- ---60nr0.^7-S-Aag-1a 2079 Prn[:8.3705Aug 13.2019Mirek Industnes.Ine. Wed Oc:300A56:00 -_-,A- ID:ZXIOx rOb600LU14e7uluyPZKS-ASwnGJOa0YDNu0vT5Bu3eNyVSXCJVEmINXytnuyOlcj 34.9 2-1-0 3-3-t5 6E-0 3-0-1 i1d-0 1}}9 2-0-9 2-1-0 1.246 F77, 23-i 3315 2-1A NAILED 4X41 NAILED 13 6 5 r-- sa< se. 5 14 ry T] NOP2x STP d 9-0 2 e1 1 17, n 1s 16 m ]:a= I.4. 1X4. 1.4. 3X4= NOPZX S P spedal NAILED spedel NAILED 2-1-0 24 1.30 1.0.12 5bB Scale = 1:40.7 6dL Plate Offsets (X, Y): [4:0-3-8,Edge], [7:0-3-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deg L/d PLATES GRIP TCLL (root) 20.0 Plate Gdp DOL 1.25 TC 0.68 Vert(LL) 0.13 10-11 >812 240 MT20 2441190 TCOL 15.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.19 10-11 >573 180 BCLL 0.0 Rep Suess Incr NO WB 0.10 Horz(CT) 1 0.01 8 nla n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 57lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 . BOT CHORD 2X4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 641-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6.0.0 oc bracing. JOINTS i Brace at Jt(s):5 REACTIONS (lb/size) 8=562/0-8-0, (min. 0-1-8), 12=847/0-8-0,(min. 0-1-8) Max Hodz 12=-77 (LC 6) Max Uplift 8=-343 (LC 9), 12=489 (LC 8) Max Grav 8=654 (LC 37). 12=969 (LC 36) FORCES (lb)-, Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5B6/326, 3-13=624/325, 4-13=599/286, 4-5=-450/359, 5-7=450/359, 7-14=590/234, 8-14=641/274, 4-6=-259/115 BOT CHORD 2-12=260/610,11-12=2111602, 11-15=-195/569, 15-16=195/569, 10-16=-195/569, 8-10=-213/607 WEBS 4-11=-209/314, 7-10=212/330, 3-12=373/215 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 3431b uplift at Joint 8 and 489 lb uplift at joint 12. 7) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 8) "NAILED' indicates 3-10d (0.148'x3") or2-12d (0.148"x3.25") toe -nails per NOS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 to down and 158 lb up at 3-0-0. and 220 lb down and 158 lb up at 8-3.4 on bottom chard. The design/selection of such connection device(s) Is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ib/ft) Vert: 14=-70, 7-9=70, 2-8=-20, 4-6=70, 6-7=-70 Concentrated Loads (Ib) Vert: 11=58 (B), 10=58 (B), 13=91 (B), 14=91 (B), 15=-21 (B), 16=21 (S) PE 7�051 \ i-Po� 4 0RID /ONAL1ENG\\\\\ Ll� Job Truss Truss Type Oty Ply Renton-Jem-Island Jt Jack -Open 14 1 1 1 Job Reference (optional) - '—SOO1bem-T Us5,"Po. Pierce, FL.; 34951 -'----' ---i2umB31S-Rug'19-21+49 Pant 6:310 S AugY3 19V7eA Mdustnes, Ina Wed Oct 30 ID:OGNbdidrnHFlKp2NnSgZbyPdGi-ASmGJOaOYDNuNT5Bu3eNyaP%JWFIIN%yMuyOlcj 2-1-9 1-0-0 12 F_ NOMSx -0e Plate Offsets Dl, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.00 2 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Ven(CT) 0.00 2 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 1 0.00 3 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 9lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-M oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=363/0-8-0, (min. 0-1-8), 3=-140/ Mechanical, (min. 0-1-8), 4=91 Mechanical, (min. 0-1-8) Max: Hodz 2=66 (LC 8) Max Uplift 2=A64 (LC 8), 3=-140 (LC 1) Max Grav 2=363 (LC 1). 3=90 (LC 4), 4=18 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Al plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 Ib uplift at joint 2 and 140lb uplift at Joint 3. LOAD CASE(S) Standard \\\\\\\, .ry PE 7�051 \� 1 Job Truss Truss Type Oty Ply Renton-Jem-Island J1E Jack -Open 8 1 Job Reference(Optional) Style=129.6 S.Aug�32019PnoL8.3fOSAu9132111910MTklnduduies-lw. Wed Ocl3Q07:56.n __ ,,e-1—.— ID:QGNbrtd=HFlKp2YnSBZbyPdG'rASmGJOaGYDNuNT5Bu3eNyaPXJFVFI1NXytnwOlcj -2-Y9 1-0-0 2-1-9 -0a 12 6 F— NOP2x5TP 3 3 O 1 � e zxa= ae H - Loading (psf) Spacing 2-11-0 CSI DEFL in (loc) Udell Lid PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.35 Vert(LL) 0.00 2 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 1 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix-P Weight: 7lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 2=363/0-8-0, (min. 0-1-8), 3=-1401 Mechanical, (min. 0.1-8), 4=91 Mechanical, (min. 0-1-8) Max Hodz 2=66 (LC 8) Max Uplift 2=-164 (LC 8), 3=-140 (LC 1) Max Grav 2=363 (LC 1).3=90 (LC 4), 4=18 (LC 3) FORCES lid) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES i) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf, BCDL=5.Opsf; h=16ft; Cat. II; Ecp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perAN51/7P1 1. 3) All plates are MT20 plates unless otherwise indicated. 4) Gable studs spaced at 0-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 164 lb uplift at Joint 2 and 140 lb uplift at Joint 3. LOAD CASE(S) Standard \\o\1 �lll 11 / t/o/// Qj���GENgF PE 76051 t -p 1L ',,TAl Nkl- "�� Job Truss Truss Type Oty Ply Renton-Jem-Island J2 Jack -Open 1 1 I Job Reference (optional) -- Sourhem4iuss; FL -Rural S Aug ta[ui"rnca:'sius g13231UMtI ok'Inousmes,Inc. IDAT3074ZgmhGgKEGk myPaMs-ASv GJ0a0YDNuDvT5Bu3eNy29XJUVFIINXyrnuyelei 2-t-9 1-90 17 6 r 3 a1 I = 1 4 ]x4. Scale=1:30.9 1-9-0 F--� Loading (psf) Spacing 2-0-0 CSI DEFL in (too) Well L/d PLATES GRIP TCLL (roof) 20.0 Plate Grp DOL 1.25 TC 0.43 Ved(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Van(CT) n1a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) n/a - n1a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight:9 to FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1.9-0 as purlins. BOT CHORD Rigid ceiling directly applied or "-0 as bracing. REACTIONS (lb/size) 3=2841 Mechanical, (min. 0-1-8). 4=17/ Mechanical, (min. 0-1-8) Max Hariz 3=591 (LC 1), 4=591 (LC 1) Max Uplift 3=-122 (LC 8) Max Grav 3=284 (LC 1). 4=35 (LC 3) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shaven. TOP CHORD 2-3=-274/650 BOTCHORD 24=-591/321 NOTES 1) Wmd:ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.0ps(; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) Refer to girders) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 122lb uplift at joint 3. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard N11t.lBL PE 76051 ){ ��Oo <ORID� S S�ONALIENG ��\ Job Truss Truss Type Oly Ply Renton-Jem-Island J2A Jack -Open 1 1 Job Reference (optional) _.__SnulhemSvlss..Fr. Ple oe. a., 3495]_ 1 019 Pnnb 8.31aSAug-13 2 19 MiTek IntlusMe;Joc_We0 Oc1.30 W3fi:0]_ r_.__.Pag�1 IDAT3074ZXf"GgKdGkrswyPeMseN9UfOCBrLE WAUfluPIBeUpCxe7EVucBhOJKyOId -9-0 I I 12 6 2 0 3 2x4- Scale =1:27.4 r� Loading (psf) Spacing 2-0-0 CSI DEFL in (Ioc) Udeg Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) Na - rda 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n1a - n1a 999 BCLL 0.0 Rep Stress Incr YES 11 0.00 Horz(CT) n1a - n/a We BCDL 10.0 Code FBC20171TPI2014 Matrix-P Weight:6 to FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 1.9-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS(lb/size) 2=139/ Mechanical, (min. 0-1-8), 3=17/Mechanical,. (min. 0-1-8) Max Horiz 2=150 (11). 3=-150 (LC 1) Max Uplift 2=61 (LC 8) Max Grav 2=139 (LC 1). 3=35 (LC 3) FORCES (Ib)- Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf, h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 2. 5) Non Standard bearing condition. Review required. LOAD CASE(S) Standard PE 7�051 Job Truss Truss Type Oty Ply Renton-Jem-Island J3 Jack -Open 12 1 Job Reference (optional) —..._Southem Truss, FL Pierce, FL.. V951—..-__.__--.--___.-..:;.;=12un:431S gA32019Prmt 8.3104o 019Mnaklnductnes,Jna Wed Oct 3007.56:011__.._ �_Paq I0:Im5h6rrhglc8Gp2CEYIdYsyPdGv fU9UNCBrLEWAUMPIBaUldxadEiYucBhOJKyOIcI -2-00 3-0.0 2-0-0 3-0-0 12 6 r J �1 Scale=1:33.1 Plate Offsets (X, Y): [2:0-4-8,Edge], [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 C51 DEFL in (too) Ude8 LJd PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.07 4 >428 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.11 4 >288 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 16 lb FT=10% LUMBER TOP CHORD 2z4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=362/0-8-0, (min. 0-1-8), 3=41/ Mechanical, (min. 0-1-8) Max Horiz 2=115 (LC 8) Max Uplift 2=-129 (LC 8), 3=-20 (LC 8) Max Grav 2=362 (LC 1), 3=61 (LC 3) FORCES Qb)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10: Vuft=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.Opsf; h=16ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 lb uplift at Joint 3 and 129 lb uplift at joint 2. LOAD CASE(S) Standard ! PE 76051 \ 14T-ATk-rarer'- ii�0�� O R[dl A A NA1-1��� \\\\ Job Truss Truss Type Oty Ply Renton-Jem-Island J3A Jack -Open 2 1 I Job Reference (optional) �—•�-'99u1h¢rmTTUss; F(.-131erce; FL., 34951'• .. _ _ __-. _. _--_._. _ __NUO: b.31 SHa9'1a4a,9Ynnt 8.3111.SAug'131U19 MII¢xinaustnes; mq We6UgJU.YASO:U>—..._:_�a9¢;.p_..�� ID:g6agly,03RmTuaYgzpMNpyPdGO�MSUfOCBrLEWAUBuPIBeUoZxdREYucBhOJKyOId 3-0-0 12 6 F_ 2 NOP2C 6TP t a � a I LEI` e, � Q 3 P r 30-0 Scale=1:29.6 Plate Offsets (X, Y): [1:0-14,Edge] Loading (psf) Spacing 2-0-0 Cal DEFL in (loc) Vdeft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.13 Vert(LL) 0.00 1-3 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.251 BC 0.08 Verl(CT) -0.01 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES W1 0.00 Horz(CT) 1 0.00 2 We n/a BCDL 10.0 Code FBC2017lrP12014 I Matrix-P Weight 10lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Iblsize) 1=11710-8-0, (min. 0-1-8), 2=911 Mechanical, (min. 0-1-8),3=26/ Mechanical, (min. 0-1-8) Max Honz 1=75 (LC 8) Max Uplift 1=17 (LC 8), 2=74 (LC 8) Max Grav 1=117 (LC 1). 2=91 (LC 1), 3=52 (LC 3) FORCES (Ib)- Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 171b uplift at Joint 1 and 741b uplift at)oint 2. LOAD CASE(S) Standard NEB PE 7�051 l �$TA�/ /��/�SS10NAL E �O Job Truss Truss Type Oty ply Renton-Jem-Island J3B Jack -Open 3 1 Job Reference (optional) nerce,.rudsn9a1-- Seale=1.35.6 {tun:&3la Aug 13 19 Fnnt U.3104 Aug 132019MITek1ndVSWes, Ine: Wed OcL30. 07:55:O - Page:7�� ID:iUgOnHN60ZM02m32HgvSDbyPZc2 U9UNCBrL AUHuPIBaUkTxx3Eisu.BhOJKyold -3.1-9 1i-d 3-0-0 2-1.9 1dd lA-0 12 6 r 1,Wu T 3 1 1 1 �]T 01 t �6t 5 &4• 1x4ei u-o t-o-o soo p4-0 Loading (psf) Spacing 2-0-0 CSI DEL in (loc) I/dell Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.39 Ven(LL) 0.00 5_6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.01 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.04 4 n1a n/a BCDL 10.0 Code FBC2017ITPIZO14 Matrix-P Weight 141b FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 4=-61/ Mechanical, (min. 0-1-8), 5=130/ Mechanical, (min. 0-1-8), 6=60010-8-0, (min. 0-1-8) Max Horiz 6=115 (LC 8) Max Uplift 4=-61 (LC 1), 5=130 (LC 1), 6=-209 (LC 8) Max Grav 4=31 (LC 4), 5=62 (LC 4). 6=600 (LC 1) FORCES (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 4,130 lb uplift atjolnt 5 and 2091b uplift atjoint 6. LOAD CASE(S) Standard PE 76051 (� f ALtENG\\�\\ Job Truss Truss Type Oty Ply Renton-Jem-Island J3E Jack -Open 4 1 Job Reference (optional) . Scuthem Truss, Ft. Pierce, FL, 34951 _,- RumB.31.5 Aug 132019 Print:8.3105Aug 132019 MTeklnductries, Inc. Wed Oct 30 W:56:01. `..--.Psge:-1--. ID:Im5h6RhglaGpZCEYdXsyPdGv�N9UfOCBd-EWAU ruPIBaUMxadEYucBhOJKyOIG -2na 3o-0 —2 B Scale =1:33A 12 6 r-- 3 3-0� Plate Offsets (X. Y): [2:0-6-0,0-0-10j Loading (psf) Spacing 2-0-0 CSI DEL in (too) Vdeg Ud PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.07 4 >428 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.11 4 >288 180 BCLL 0.0 Rep Stress [nor YES WS 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matti x-P Weight 13 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=362/0-8-0, (min. 0-1-8), 3=41/ Mechanical. (min. 0-1-8) Max Horiz 2=115 (LC 8) Max Uplift 2=-129 (LC 8), 3=-20 (LC 8) Max Grav 2=362 (LC 1), 3=61 (LC 3) FORCES (lb)- Max. Comp.fMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 20 In uplift at joint 3 and 1291b uplift at joint 2. LOAD CASE(S) Standard �F�\GENSF 1 P F 76051 d Job Truss Truss Type Qry Ply Renton-Jem-Island J5 I Jack -Open 8 1 Job Reference (optional) .Sauthem Trues, FL Pierce, FL., 34951 __ _ _ ;_—Run:aA1S_Au9J32019 Print 8.310S-Aug.A 32049 MiTek lndustdeS Inc. Wed Oct30 07:56:01 - .. . _-..Page:,t_.-_. 10:7ewXmKo0vDi87D55k02eXyPdH4efU9UfOCBrLEWAUfuPIBaUMxaYEYucBhOJKyOIG z o-0 5Pe zoo sao 17 3 Style = 1:36.7 5-0-0 Plate Offsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,D-0-8] Loading (pst) Spacing 2-0-0 CSI DEFL in (loc) Well Lid PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) -0.03 2-4 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress incr YES 11 0.00 Hcrz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/FP12014 Matrix-P Weight: 2.2lb FT=10% LUMBER TOP CHORD 2x4 SP No,2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=41910-8-0. (min. 0-1-8), 3=1171 Mechanical, (min. 0-1-8), 4=46/ Mechanical, (min. 0-1-8) Max Horiz 2=165 (LC 8) Max Uplift 2=-129 (LC 8). 3=104 (LC 8) Max Grav 2=419 (LC 1). 3=117 (LC 1), 4=92 (LC 3) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 Qld) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift atjoinl 3 and 129 Ib uplift at joint 2. LOAD CASE(S) Standard .1 PE 7QO51 d\ •- ��;. 1St.-TA�� \. Job Truss Truss Type Dty Ply Renton-Jem-Island 15A Jack -Open 2 1 Job Reference (optional) — _Southem.Tmss, Ft Plerce,-FL; 34951 - Ru_nL8.315 Aug .132019 Print 8.310 S Aug 132019 Mrreklndustries.txa Wed OrtW07,56:01 _.-.....-:Page;-!,T ID:be3BjhzPAumKh7B48ryEhVyPdGGefU9U10CBrLEWAUfuP[BeUkdxaYEiYucBhOJKyOlci soo 12 6 2 '1 NOP2x STP ^1 1 d Bt 3 I 2x4- Scale =1:33.2 1 5Aa Plate Offsets (X, Y): (1:0-1-4,Edge] Loading (psf) Spacing 2-0-0 CSI in (loc) Udefl L/d PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TC 0.45L) -0.03 1-3 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26Vert(CT) rHom(CT) -0.05 1-3 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 16 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=207/0-8-0, (min. 0-1-8), 2=1611 Mechanical, (min. 0-1-8). 3=46/ Mechanical, (min. 0-1-8) Max Horiz 1=125 (LC B) Max Uplift 1=-35 (LC 8). 2=126 (LC 8) Max Grav 1=207 (LC 1), 2=161 (LC 1). 3=92 (LC 3) FORCES (Ib)-Max. Comp./Max. Ten. -Nl forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=1611; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 35Ib uplift at joint 1 and 126 lb uplift at joint 2. LOAD CASE(S) Standard r PE 7 051 I * I = x 4 �STA r� ` y 0 N A, Job Truss Truss Type Oty Piy Renton-Jem-Island J5T Jack -Open 2 1 Job Reference (optional) -Scuthem Truss;FLPlefce;FL.:34954-Run:8.31S Aug 132019 Print: 6.310 S Aug 132019 MTek Industries, Inc. Wed Od 3007:56:01-.-4%age1 ID:U6gzJhbSgmMM.FSup.HiZyPdg?�9UfOCSdEWAUffuPIBeUkfxaVEiYucBhOJKyDid sna z-1c4 s-o-6 z-o-6 21 Al -2 _ 12 6 r a a44 a NOP2x SIP 1, a B3 d2 5 d 1,40 61 7 1 wt U4- ax411 scale =1:37.6 a419 fioo a.0.0 2L-0 Plate Offsets (X. Y): [2:0.34,Edge], [6:0-2-0,0-0-B], [8:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL In (too) UdeO L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC OA4 Ved(LL) 0.02 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R Weight: 24 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* B2:2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 2=41910-8-0, (min. 0-1-8).4=98/ Mechanical, (min, 0.1-8), 5=651 Mechanical, (min. DA-8) Max Horiz 2=165 (LC 8) Max Uplift 2=129 (LC 8), 4=-63 (LC 8), 5=17 (LC 8) Max Grav 2=419 (LC 1), 4=98 (LC 1). 5=80 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10: Vuit=160mph(3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf, h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 1 OX psf bottom chord live load nonconcurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 Ib uplift atjoint 4,129 lb uplift at joint 2 and 17 ib uplift atjoint 5. LOAD CASE(S) Standard E P F 76051 A Y Ted'\; 1TA oV 1 40 Job Truss Truss Type Ory Ply Renton-Jem-Island J7 Jack -Open 38 1 Job Reference (optional) Soumem Trust, FL Pierce, FL., 34951 -—„__,�n:8.31S.Aug 132019 Print:8.310 S Aug 132019 MTek lndustdes, Inc. Wed Oc43d-Q2;56:01. Page�i�_e I D2gRNWKIe PmU_NN8Kolaj1 yPdlNefU9UfOCBrLEWAUiruPlBaUt8xWjjbYucBhDJKy01d 2aa San 2aa >ao B 3 Scale = 140.3 raa Plate CHsets (X, Y): [2:0-1-4,Edge], [5:0-2-2,0-0-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (lot) Vdeft Ud PLATES GRIP TOLL (roof) 20.0 Plate Grip DOL 1.25 TO 0.73 Ven(LQ -0.11 2-4 >695 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.23 2-4 >347 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n1a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-P Weight: 28 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=496/0-8-0, (min. 0-1-8), 3=201/ Mechanical, (min. 0-1-8), 4=661 Mechanical, (min. 0-1-B) Max Hertz 2=215 (LC 8) Max Uplift 2=-140 (LC 8), 3=-163 (LC 8) Max Grav 2=496 (LC 1), 3=201 (LC 1), 4=132 (LC 3) FORCES (lb)- Max. CompJMax. Ten. -AII forces 250 (lb) or less except when shown. NOTES I Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load noncancurrent with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 3 and 140lb uplift at joint 2. LOAD CASE(S) Standard PE 76051 d I �'�: 11 7 NALIEG �\\\ Job Truss Truss Type Oty Piy Renton-Jem-Island J7G Jack -Open Girder 2 1 1 I Job Reference (optional) _ . Southam Truss, Ft Pierce, FL.. 34951 . - -- �1 scale Scale=1:36.7 Z d P - _ - Run: 8.31 S_Aug 13.2419 Pnnt 8.310 S Avg 132019 MTek Industries, Inc. Wed Oct 30 07:56:01__ Psge 1 ID:7sk4rN3 nTlyulwKATJ78CyPZTP-efU9UMCBM1E AUf PlBaUjdxWlEKucBhOJKyoIu .z.1-s suo 12 6r 3 2 x4u B1 8 4 w1 zx4= Jus24 Ja524 sou Loading (psf) Spacing 2-1-1 CSI DEL in ('oc) I/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grp DOL 1.25 TC 0.51 Vert(LL) 0.10 2-4 >554 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.20 2-4 >272 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Hom(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 22 lb FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=708/0-8-0, (min. 0-1-8), 3=117/ Mechanical, (min. 0-1-8), 4=506/ Mechanical, (min. 0-1-8) Max Hertz 2=165 (LC 8) Max Uplift 2=255 (LC 8). 3=104 (LC 8). 4=133 (LC 4) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph(3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of buss to bearing plate capable of withstanding 104 lb uplift at joint 3, 255 to uplift at joint 2 and 133lb uplift at joint 4. 5) Use USP JUS24 (With 4-1 Od nails into Girder & 2-1Od nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 2-0-12 from the left end to 4-0-12 to connect truss(es) D9 (1 ply 2x4 SP), D8 (1 ply 2x4 SP) to back face of bottom chord. 6) Fill all nail holes where hanger is in contact with lumber. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (Ileft) Vert 1-3=70, 2-4=-20 Concentrated Loads (Ib) Vert. 7=-338 (B), 8=411 (B) ow t N1f IB�F� PE 76051 h , k' JSTA : / [r = �i0�`\'�CORIO � �� ✓� Job Truss Truss Type Oty Ply Renton-Jem-Island J7T Jack -Open 3 1 Job Reference (optional) - .__Souibem Truss, FL.PJ-r .El_ 34953i —, -.Run: 8.31$-Aug 132019Prink 8,310 SAug 13.20L9 MiTeklndusldes.ln4yJe�Od 30 p7;58�Og -. Pagp-L.�_ - ID:eW2sxJgM6vKvO8bu3wR75lyPdBUGr2Xh_lgy9T57J3sDbx jolpRKvOzgVlr R_rmyoich a 24" L 2-0q 1 7Z 2-0-0 a,� Scale=1:42.8 610d Plate Offsets (X, Y): [2:0-1-4,Edge],[8:0-2-2,0-0-8) a a Loading (psf) Spacing 2-0-0 CSI DEFL In (loc) Udefl L/d PLATES GRIP TOLL (roof) 20.0 Plate Gdp DOL 1.25 TO 0.83 Vert(LL) 0.22 3 >358 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.26 3 >305 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.16 5 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 311b FT=10% LUMBER TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 2=507/0-8-0, (min. 0-1-8), 4=218/ Mechanical, (min. 0-1-8), 5=54/ Mechanical, (min. 0-1-8) Max Hodz 2=215 (LC 8) Max Uplift 2=134 (LC 8), 4=154 (LC 8) Max Grav 2=507 (LC 1).4=218 (LC 1), 5=107 (LC 3) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=16tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise Indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 4 and 134 lb uplift at joint 2. LOAD CASE(S) Standard PE 051 G/�'/;;'g8/ONAL Job Truss Truss Type City Ply Renton-Jem-Island MV2 Valley 3 1 Job Reference (optional) SouNem bass. FLPIerAe. FJ...349$1 _Run:831 G-Aug 132019 Prjpf<,31Q31ur9132019N7ek Irxustreglnc. Wed 00300J:58:02 _ .Paae: 1-,�,__. I0:be3BjhzPAurrKh7B48fy-EhVyPdGGfir2xh_1gy9T57J3sDbxXjo17TK_Lz9o1n R_rmy0lch 12 b 2 li4s 2 o-0 Scale =126.6 Loading (psf) Spacing 2-M CS' DEFL In (loc) /deg Ud PLATES GRIP TCLL (root) 20.0 Plate Grip DOL 1.25 TO 0.06 Vert(LL) n/a - n/a 999 MT20 244/190 TOOL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n1a - n1a 999 BCLL 0.0 Rep Suess Incr YES V% 0.00 Horiz(T-) 1 0.00 2 rda n1a BCDL 10.0 Code FBC20171TPI2014 MaVix-P Weight: 5lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 cc pudins, BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=62/2-0-0, (min. 0-1-8), 2=4812-0-0, (min. 0-1-8), 3=14/2-M. (min. 0-1-8) Max Horiz 1=35 (LC 8) Max Uplift 1=12 (LC 8). 2=36 (LC 8) Max Grav 1=62 (LC 1). 2=48 (LC 1), 3=28 (LC 3) FORCES (Ib)-Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.0psf; BCDL=S.0psf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFR5 (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed forwind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIrrPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 cc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrentwith any other live loads. 6) Bearing aljoint(s) 2 considers parallel to grain value using ANSI/TPI i angle to grain formula. Building designer should verily capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121b uplift at joint 1 and 36 lb uplift at joint 2. LOAD CASE(S) Standard B -1 ! PE 75051 A 1, x L � �STA i � ` \ ST \ ORID //�� jsS�ONAL Job Truss Truss Type Dty Ply Renton-Jem-Island MV4 Valley 3 1 Job Reference (optional) _Southem Tmsa{FI.Plerce,PL.34e51-..- — -- Scale=1:30.2 .=.Run:8.315 Aug332019PnaA-A.3105Aug.132Q19 MTek lndusNes; Inc-Wed-Oct30.07:564 �- P.age:L....,. IO:g6a9lyt03RmTIuaYgzpMNpyPdOO-6r2 h_1gy9T57J3sObxXlolmKxez9olnR rmyOlch 4 eq 12 'bAe 6 2 g1 ry B1 3 2xde 2xdu 40 Loading (psf) Spacing 2-0-0 CSI DEPL In foc) I"el Ud PLATES GRIP TCLL (roof) 20.0 Plate Gdp DOL 1.25 TC 0.35 Ved(LL) We - n1a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Ved(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES V, 0.00 Hodz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 MaMx-P Weight: 14 lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=14614-0-0, (min. 0-1-8), 3=146/4-0-0, (min. 0-1-8) Max Hodz 1=81 (LC 8) Max Uplift 1=-28 (LC 8), 3=-69 (LC 8) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 pb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cal. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSITPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 1 and 69 lb uplift at joint 3. LOAD CASE(S) Standard PE7 G51 \j * 1 F4 OR10 Job Truss Truss Type Oty Ply Renton -Jam -Island MV6 Valley 1 1 Job Reference (optional) -- - S"em Taiss,FL Pierce. FL:.3?951.e- -- -- -:_..-Bun>831-S.Aug_732019 Prim:.9310SAu9132019 MiTekdndustde.,im. Wed Oct 300S56:02�. ID:ag7G1 N29aH e2YDHHeAY77yPcD0-62Xh_1 gy9T57J3sDbxXJol mpKd19olrrR_rmy0lch 60-0 ail. 12 2 6 r ♦ g 1 91U 3 60.0 Scala=1:33.8 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Well Lid PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) We - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) 0.00 3 n/a We BCDL 10.0 Code FBC2017fTP12014 Matriz-P Weight: 21 lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=23616-0-0, (min. 0-1-8), 3=23616-0-0, (min. 0-1-8) Max Horiz 1=131 (LC 8) Max Uplift 1=-46 (LC 8). 3=111 (LC 8) FORCES (lb) -Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcunent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 1 and 111 lb uplift at Joint 3. LOAD CASE(S) Standard PE Job Truss Truss Type Oty Ply Renton-Jem-Island MV8 Valley 1 1 Job Reference (optional) —•--Soulhem Truss; FL Pieme,FL--.; 3M81'- — '✓•*�=-----•--^�--�^'—+Runt8.3iS:Aog-03.2919 PnnL 8.3W SAu913-29i9MiTe1:InCusitles-0nc:WeE OCt 399T.5E:e1"�+��--�•-^'-Pa9e�1 �� ID:RRpwMDNhOYnbLIZOzgenyPcGg- rZXh_1gy9T5 J35DbxXiolv8Kx BilrrR_nnyOlch BOO 4 4 34� 3 Wh WF W. Scale=1:37.4 1 a 0.0 Loading (psf) Spacing 2-0-0 CS' DEFL in floc)/dell L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) We - n/a999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(FL) We - We 999 BCLL 0.0 Rep Stress Incr YES 11 0.07 Horiz(TL) 1 n/a - n/a n/a BCDL 10.0 Code FBC2017TrP12014 MaWx-P Weight 31 lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS (Ib/s'Ize) 1=108/8-0-0, (min. 0-1-8). 4=135/8-0-0,(min. 0-1-8), 5=408/8-0-0, (min. Max Horiz 1=181 (LC 8) Max Uplift 4=-64 (LC 8), 5=193 (LC 8) FORCES (lb)- Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-5=-317/238 NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANStir 1P1 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 64 lb uplift at joint 4 and 193 lb uplift at Joint 5. LOAD CASE(S) Standard P F 76051 d 1 46, Job Truss Truss Type Oy Ply Renton-Jem-Island V1 Valley 1 1 Job Reference (optional) --��_�Southem:Frussfi:Pierw;FL:; 34957=--^+Ran:-8.31SAug--32019-PrWra-31PS Aug 132049 MReklnduWes,-Inc, Wed Oct300756:02---- " Page:-,l ID:KAG2BkiuFwDEGLr6DlowbyPb7iE2Xblqy9T57J3sDbxXjol7rK_ZzeolnR_nnyOlch 1de I I 12 6 F_ 2 T 340 i-B-0 Scale =1:26 Loading (psf) Spacing 2-0-0 CS' DEFL in (loc) Vdeft L/d PLATES GRIP TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a - rda 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.02 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES V1 0.00 Horiz(TL) 1 0.00 2 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight:4 lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=4711-8-0, (min. 0-1-8), 2=0/1-8-0, (min. 0-1-8), 3=1011-8-0, (min. 0-1-8) Max Horiz 1=26 (LC 8) Max Uplift 1=9 (LC 8), 2=-28 (LC 8) Max Grav 1=47 (LC 1). 2=34 (LC 13), 3=21 (LC 3) FORCES (Ib)-Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=5.0psf BCDL=S.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.1B; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9 lb uplift atjoint 1 and 28lb uplift at joint 2. LOAD CASE(S) Standard ENgF PE 70051 h L'bT_A , �O� \ F4IOR D ///��SS/ONALtS\ \�\\ Job Truss Truss Type Qry Ply Renton-Jem-Islantl V3 I Valley 1 1 Job Reference (optional) ..u+cSouNemTuss,Fi. Pierce,FL, 34951.:+• —-----r--+s +�_.—. Run>531�ug45-2019 Pnnt8.310SAug- 132019Mi7e1c4nduslries,Jvn-Wed Oct 30W:5fi92-- ID:14AG2BkiuFwDEGLr8DlowbyPbTr6f2Xh_1gy9T57J3sDbxKolw KyUz9olnR_myOlch 3 14 12 n4u 6 F__ 2 1 1 g1 2x4s 2x4e 3 14 Scale =129.4 I Loading (Pat) Spacing 2-0-0 CS' DEFL in (loc)/dell L/d PLATES GRIP TOLL (rool) 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a - n1a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) n/a - n/a 999 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horiz(TL) Na - n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Main x-P Weight: 12 lb FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, except end verticals. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=12613-6-14, (min. 0-1-8). 3=12613-6-14,(min. 0-1-8) Max Horiz 1=70 (LC 8) Max Uplift 1=-25 (LC 8). 3=-60 (LC 8) FORCES (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Wind:ASCE 7-10; Vult=16Omph (3-second gust) Vasd=124mph; TCDL=5.Opsf; BCDL=5.Opsf; h=16ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 4-0-0 oc. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25lb uplift at joint 1 and 60 lb uplift at joint 3. LOAD CASE(S) Standard PE76Q51 p$ / i�O� ��4IORID_i% zF Job Truss Truss Type Oty PIy Renton-Jem-Island V5 Valley 1 1 Job Reference (optional) Soulhem3russ, FL Pierce,-FL.-34254—s +--Rua:8.31S-Aug482019PriM:d-.310-SAu948-2019Ab7ek lndmuies, Inc. Wed Od 3007:56:02'- ID:14AG28kiuFwDEGLr8DlowbyPbTi-62Xh_1 gy9T57J3sObxXjol sNKygz9ol rrR_rmyOlch bt-9 3-58 E 1 scale =1:34 12 a4n 6 r 3 3-Se Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl Vd PLATES GRIP TCLL (rool) 20.0 Plate Grip DOL 1.25 TC 0.64 Ven(LL) We - n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC I 0.13 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 19 to FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) 4=88/3-5-8, (min. 0-1-8). 5=351/3-5-8, (min. 0-1-8) Max Hodz 5=123 (LC 8) Max Uplift 4=-69 (LC 8), 5=92 (LC 8) Max Grav 4=92 (LC 13), 5=351 (LC 1) FORCES Qb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-5=-310/120 NOTES 1) Wind: ASCE 7.10; Vu1t=1 60mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=5.0psf; h=16ft; Cat. it: Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at Joint 5 and 69 lb uplift at Joint 4. LOAD CASE(S) Standard 8L F•����i� . .r� PE 051 - - .. •_ �i—�n`L %STAB'.'/ FG�ORI'D /JONALIENG Job Truss Truss Type Oty Ply Renton-Jem-Island V7 Valley 1 1 Job Reference (optional) .w----SouNem3rusc-EkRier�Fl:�d4951.---------->—•a.--a.•= •• -.- Run:8.11-S Aug V9PnN:8.310SAugAa2019 MiTek lndustries;.Inc.Wed On301MSe2-�- eage:1- ID:dlrJgSmG6w42VBgUiVa8gy0sBE-6r2Xh_1gy9T57J3sDbxXolw5Kygz9DlmfR_rmy0lch i9A 7-7-0 sse sse 12 4.4. 2 � v n e a B1 2.40 1.4. hoe 7-741 Scale = 1:29.8 Loading (psf) Spacing 2-0-0 CS' DEFL In (loc) I/deft Ud PLATES GRIP TCLL (roof) 20.0 Plate Grp DOL 1.25 TC 0.34 Vart(LL) n1a - r1a 999 MT20 244/19D TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a - We 999 BCLL 0.0 Rep Stress Incr YES WE 0.04 Horz(TL) 0.00 3 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 24 lb FT= 10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or W-0-0 oc bracing. REACTIONS (lb/size) 1=145f7-7-0, (min. 0-1-8), 3=145R-7-0, (min. 0-1-8), 4=28117-7-0, (min. 0-1-8) Max Horz 1=32 (LC 7) Max Uplift 1=-56 (LC 8), 3=-61 (LC 9). 4=A2 (LC 8) FORCES (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vui1=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=1611; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as perANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 4-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 1, 61 lb uplift at joint 3 and 42 lb uplift at joint 4. LOAD CASE(S) Standard GENs PE 76051 h �X JSiA Job Truss Truss Type Oty Ply Renton-Jem-Island V9 Valley 1 1 Job Reference (optional) •--. aoumeuuiusgmtrr�ercar 11 Scale=1:31.2 thiAa Aurr1S 2U19 Ynnt H.CUJ-Aug 132019 Mnek.l.'MUBMes, I no, Wed Oct WW58::M.. --,—Pd9E`1-•---- I0XSu593UHt3CSuyYFlBfdKFyyGSG�2Xh_igy9T57J3sDbxXo1yK_u9F1mR_rmyOlch 44:3 I 9-1.0 c-3 aus 12 4x4- 6 r 3 W. W. 1.4. U4• W. Loading (psf) Spacing 2-020 I in (loc- /del Ud PLATES GRIP TCLL(roof 20.0 Plate Grip DOL 5 TCC 0.10 V rt(L Na 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Ven(TL) nfa - nfa 999 BCLL 0.0 Rep Stress Incr YES W1 0.04 Horiz(TL) 0.00 5 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-5 Weight: 31 to FT=10% LUMBER TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS All bearings 9-1-0. (Ib) - Max Honz 1=-39 (LC 4) - Max Uplift All uplift 100 (to) or less at joint(s) 1, 5.7 except 6=-101 (LC 9), 8=-101 (LC 8) Max Grav All reactions 250 (lb) or less at Joint (s)1, 5, 6, 7, 8 FORCES (Ib)- Max. Comp.fMax. Ten. - All forces 250 (lb) or less except when shown. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=S.Opsf; BCDL=S.Opsf; h=16ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint (s) 1, 5, 7 except Qt=lb) 8=101. 6=101. LOAD CASE(S) Standard PE 76Q51 > \ D SOT •` cCloft f ZONA; )E G\\\\\