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0 RR�i1OARpE6CTlIRALDMWIICSANDIORTAUSS STRUCTlI1AlSHEATHINGSEEPLAN IIIINIIFACIUABi T1tRAYYINGS FOR SP�FC TAiSS PRONE AND DETAILS FOR ATTACHMEIVF INIMIATUL A HEEL HEIGHTS, SLOPE, OV9IWIGS) PREP WOOD N TRIMAT24'OD.MAX -OR- 2K BLOCKING AT SFEATWNG EDGES wI 2x RBBON MW ATTACHED TO A Ild NALS INTO TRUSS TRUES w1(3)10d NAILS, WO.C. fAN11Al0US SiAIICTURAI SFO:ATHNG CENTER MAX SPACING NAIL PER TYPICAL SHEATHING DETAIL STRUCTURAL SHEATHING NAIL PER TYPICAL. SHEATHING DETAIL FRAMING PEfi PLAN FRAMING PER PLAN DETAILATTRUSS HEEL> 91/4' SEE PLAN AND DETALS FOR ATTACHMENT P WOODTRUSSESAT ZrO.C. MAX TRUSS ANCHOR PER PLAN FRAMING PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL SHEATHING NAIL PER TYPICAL SHEATHNG DETAIL DETALATTYPICN.Tf�SS wIHEB. < 91H' TRUSSATTACIBEIIT: ALLM= ENDS ARE TO BE SEC M M TIEWALL EBDW USING OIE OFTIE BELOW METHODS. OIE RILL OP ICII MUST BE USED FOR CONIiNIOUS LOAD PATH: L NSfALLTYPICALTRUS ANCHORTHRONEXTERIOR&IIATHK EXT.SHEATtK SCION INUOUSAIDWLLTR OERC0MBINED NMI UPLFT. b. NSTAIITYWALTMOONiECTORFROM TRIZTIDTOPPLATE ONNSDEOFTHEWALL021A@EVERYORBSUMTOPPLATE EXT. SIFATM60014TN000SANDWUTRAH,SFERCOBB SIM&UPLFf. c. NSTALLANCIIORASCALIIDFORONTHEPIANS. TWErSTRAPSAREMBENS MOONTfENSNEOFTHEWAIL MIYSTRAPSFROM THE STIAS TO THE lNO YING SIRUGT VIRL BE NLED FOR ON THE PLANS d INSTALLTYPICAL TRUSS $WE FROM TRUSS M TOP PLATE EXT 98THING IS COMMAND WLL TRANSFER COWNED NA I UPLIFT. ROOF TRUSS ON FRAMING 1 1V 1 scmw 1 /2"=1'-0" s xvt: scmw RWM-010 1 /2"= l'-0" 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING STRUCTURAL SHEATHING PER PLAN AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK 2x4 LADDER FRAMING AT 24' O.C. REQ'D AT FROM GABLE TRUSS. OVERHANGS GREATER THAN 128. ATTACH TO TRUSS WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE TOP CHORD w/ (2)-16d NAILS AT 2e O.C. SIDE OF BLOCKING. CONT. 2x4 w/ (2) 12d NAILS x=10%HHOUSEWDTH� 1. AT VERTICALS S-6" TO 6'-6' USE ONE 20 'L' BACK. 2. AT VERIICALS OVER 6'-6" TO 8'-4' USE (2) 2x4 "L" 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO - BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). 3 BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48 O O 3. AT VERTICALS OVER 8'-4' TO 1-0' USE ONE 2x4 O.C. ®APPROX. 45-DEG ANGLE "L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS SPUCE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL NAILED w/ (2) ROWS 10d GUN NAILS 0 8" O.C. " -I MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID RIDGE X HEIGHT AND TO THE BLOCKING BELOW THE ROOF (2) SIMPSON A23 w/ (8) 10d x 1-1/2' O SHEATHING w/ (5) 12ds AT EACH END. IN ADDITION TO (ONE ON EACH SIDE OF BRACE TO TOP PLATE). MU END THE SECOND DIAGONAL, A STRONGBACK IS ALSO - - REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED " TO EACH 'L' BACK WITH (2) 12d's AND ONE SIMPSON H5 CONNECTOR. BOSTON HIP SIDE NAIL ALL ' BACKS AND SIRONGBACKS w/ 12d's SHEATHING PER PLAN 1L AT 6' O.C. NOTCH 'L' BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2' 0 x 10' STRUCTURAL SHEATHING (�MI I ANCHOR BOLTS AT 4'-0' O.C. MAX. w/2'z2" PL SEE PLAN FOR ATTACHMENT �+ �+ WASHERS AND 7" EMBEDMENT. NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED TRUSS w 12d's AT 4' BEAM PER PLAN. FOR RAKED BEAM AT VAULTED / O.C. CONDITION, SEE PLAN AND DETAIL / CONE. 2x4 20 NAILED FLAT TO TOP OF BRACE ('T° 2x6 NAILED CONTINUOUS / \ BRACE) NAILED TO DIAG. w/ 10d GUN B TOP STRUCTURAL NAILS 0 8' O.C. BUTT JOINT ALLOWED SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED FOR ATTACHMENT ksREQUIRED TO BE CONTINUOUS OVER DIAG. FIELD NAILING / BRACE SPLICE SHOWN PER PLAN 2x4 BLOCKING AT 48' 0 C - \ 3 TRUSS BAYS \ 2x6 NAILED 0 BOTTOM WOOD FRAMING PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE R09)GABLE END TRUSS BRACING DETAIL GABLE END SHEATHING SEE PLAN FOR ATTACHMENT PRE ENGINEERED TRUSSES AT 24" O.C. 20 BLOCKING AT 2'-0' - O.C. w/ (2) 12d TOE NAILS EACH END TO TRUSS BOND BEAM PER - RM AND SCHEDULE 8' CMIJ WALL SEE PLAN FOR VERT. RENF. WALL BRACING �ATNON-BEARING EXTERIOR WALL RO7 ,"TS SHEATHING PER PLAN META16 AT BLOCKING w/1/4' MAX. GAP FROM TOP OF WALL TO BOTT. OF BLOCKING RWW-020 20 OUTLOOKER PER DRAWINGS 2x6 FASCIA 1 x6 w/(3) 8d 0 EA. OUTLOOKER 20 OUTLOOKER PER DRAWINGS 20 FASCIA SHEATHING PER PLAN. GABLE TRUSS - OR - PER PLAN 20 BETWEEN EA. OUTLOOKER w/(2) 10d TOENAILS SHEATHING PER PLAN. GABLE TRUSS PER PLAN EDIMENT BLOCKING @ GABLE -VALLEY SET TRUSSES AT 24' O.C. -ROOF SHEATHING VALLEY SET TRUSSES PER PLAN AT 24O.C. -MIN. 9' LONG 20 GA. ROOF SHEATHING FLAT STRAP w/ (8) 10d PER PLAN -SHEATHING PER SHEATHING PER PLAN OR- PLAN. -OR- 2x4 BLOCKING UNDER TRUSS I (1) SDWC15600 TRUSS SCREW ENDS. NAIL TO TRUSS CHORDS TO EVERY TRUSS BELOW w/ (3) 10d EACH END. Qna1ALLEY SET OVER FRAME I I V V 1M x=1o%IHOUSEWDTH X X - RIM O GAN.E END GABLE x=1o%HousEwrnH ROOF SHEATHNG NAILS ROOF FASTDW ZO ES 0.113'x W 1 2 3 SHINGLE 71U1'SPAN RATED SHEATHING3d OFFSET DIMENSION T =10% HOUSE WIDTH PANEL FDM@SUPPORTS (1) x x 4'OC. TIE 1W$PANRATED SHHFATHNG METAL 15jrSPANRATED SHEATHING PAN9.FELD (1) roz. 8'OC. 8'O.C. NOTES: 1. LONG SIDE OFSHEATHING TO BE PEAPENDICUTARTOTRUSSESOR RAFTEWTYPIGIL LEDGESPACINGALSOAPPLESOT3TGABLEE DWALLSORTRUSSES. 3 FAStEE<'NG DOLES 2 AND 3 ATE EQUAL TO 10%OF TOTAL HOUSE WIM DNE NSDN T OFFSET FROM ROOF EDGE. 30'WDEHOUSE = e'ZONE,49WDE HOUSE = 4'ZOHE, 50'WDE HOUSE = YZ00E, WWDE HOUSE = B'ZONE rM 7*4 ROOF SHEATHING ATTACHMENT DIAGRAM 20 LADDER FRAYING AT 2e O.C. REQ'D AT OVERHANGS (BEATER THAN 12'. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS AT 2e O.C. CONT. 2x6 w/ (2) 12d NAILS STRUCTURAL SHEATHING PER PLAN 2x BLUING BETWEEN EA. TRUSS MEMBER OR TRUSS WEB. 2x LEDC>ER w/2-10d 0 EA. (BOSSING TRUSS MEMBER FOR ROOF SIGTHNG NAIIUNG (8) 10d NAILS EACH 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MNNLW 8d NAILS. BLOCK 8'-O' BACK FROM GABLE TRUSS. 2x4 DIAGONAL BRACING w/ (5) 12d COMMON NAILS EA E4ND 0 32' MAX SPACING F LENGTH IS LESS THAN 4'-0" USE 2x41' BACK, fF LENGTH IS (BEATER 1HEIN 4'-0' USE (2) 2x4 'L' BACKS. NAIL 'L' BACKS w/12d 012'O.C.(NOTC�D 0 TOP w/2-12d TOENAILS 'L' BAq(-EXTEND 6' PAST STRUCTURAL SHEATHING PER PLAN 2x4 OUTLOOKER FRAMING AT 24' O.C. OVER DROPPED GABLE END TRUSS. ATTACH TO TRUSS TOP CHORD w/ (2)-16d NAILS. - CONT. 2x4 w/ (2) 12d NAILS -� SIMPSON H10A w/(16)8d NAILS MIN. - STRUCTURAL SHEATHING PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. TRUSS ANCHOR SEE CONN. CHART BOND BEAM PER PLA VFASCIA SEE ARCH. DRAWINGS CMU PRE-ENGINEERED ROOF TRUSSES R MAX. 24' O.C. CONNECTOR FASTENERS ALLOWABLE LOADS 1�TY TYPE GRAVITY Ibs @ LO UPLIFT (Ibs) @ 1.6 LATERAL Ibs L META16 8 0.148"xl-1/2" -- 1450 F1: 34Cf F2:770 HETA16 9 0.148"xl1/2" - 1810 Fl:34ti Fl- 770 (2) META16 10 0.148"xl-1/2" -- 1875 Fl: 680 F2:770 (Z) META16 " " Fl. 1285 - 1x4 FURRING AT SHEATHING PER ARCH J MAX. 16' O.C. w/ INSTALLED PER MANUF. (3)10d AT EA TRUSS soy EXTERIOR COUNG FURRING - or 3-Mv 14 0.162 x3-1/2 -- 1795 F2: 1080 (Z) HETA16 I - Div 10 0.1;48"xl 1/2" -- 1920 Fl: 680 F2:770 (2) HETA16 dR - 12 0.162"x3-1/2" -- 2365 Fl: 1350 F2: 1430 SCALE: N.T.S. FLSTMI6 8 0.148"xl-1/2" _- 1110 F1:120 " " VALLEY SET TRUSSES AT 24' O.C. ROOF SHEATHING PER PLAN A30 8" 4 4 x13 4 Titen 2 F2: 90 IVfTS12 14 0,148"xl 2" -- 990 -- MTTS16 14 0.148"xl-1/2" -- 990 HTS16 16 0.148"x1- 2" -- 1310 -- HTS20 24 0.148"x1- 2" -- 1310 L.STA12 10 0.148"x2-1/2" -- 925 -- LSTA18 14 0.148"x2 2" -- 1235 -- " SHEATHING PER 1114x2- 2 -- 1640 -- PLAN. WTA30 22 0.148"x2-1/2" -- 2050 - - ----------------- T -- -, MtSTC52 62 0.148"x3- 4" -- 4735 -- 2x4 PURUN B EA VALLEY TRUSS. NAIL TO COMMON TRUSS w/(3) 16d GUN NAILS BOTTOM CORD OF VALLEY TRUSS NAILED TO PURUN w/ 10d GUN NAIL 0 8' O.C. MSTCM40 10 1,/rx2-1/e Titen 2 -- 2800 -- 14 0.148"x3-1/4" T 22 0.148"x3" 3965 F1: 775 1 5/8" ATR F2: 525 VGTR or L 1 5/8" ATR -- 2225 Fl: 650 16 4"x3"SDS F2: 630 V GTR/L 2 5/8" ATR - 5545 Fl: 650 32 1/4"x3" SDS F2: 630 1 5 8" ATR Fl 1185 2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS. WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE SIDE OF BLOCKING. VGT 16 1/4"x3" SDS 4940 F2: 590 (2} VCT 2 5/8"' ATR 7185-2pIy t F1:1185 32 4"x3" SDS F2: 590 DTi2Z 1 8 1/2" ATR 1/4"x3" SDS _ 1825-2x4 min 2145 2 2x4 min -- 1 5 r ATR FNTT 18 0.148"x3-1/2" -- 3610 -- HTf5 1 5/8"ATR -- 4670 -- Z6 0.148"x3" HiTSKT 1 5/8" ATR -- 5445 -- 26 SD #10x2-1/2" AT3L4Z 1 7570 1900 -- 3 SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL SHEATHING. 12 0.162"x3-1/2" 3 1. AT VERTICALS 3'-6" TO C-6" USE ONE 2x4 'L' BACK. 2. AT VERTICALS OVER 6'-6" TO a-e USE (2) 2x4 °L" BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW). AB#3 1 5/8" ATR 18205 2475 - 12 0162"x3-1/2" H2.5A 10 0.131"x2-1/2" __ 565 F1:110 F2:110 H10A 18 0.148"xl 1/2" _ yw Fl: 565 x SHTG. 3. AT VERTICALS OVER 8'-4' TO 13'-0' USE ONE 2x4 BLOCKING 1L' BACK AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID HEIGHT AND TO THE BLOCKING BELOW THE ROOF F2: 285 H10A-2 18 0.148"xl-1/2" __ 1080 Fl : 680 F2: 260 8' CMU WALL OR UNTIL SHEATHING PER SHEATHING w 5 12d's AT EACH END. IN ADDITION TO / () SEE PLAN FOR PLAN THE SECOND DIAGONAL A STRONGBACK IS ALSO REINFORCEMENT REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED HUC48 14 1/4"x2-3/4" Titers Z 3500 1135 6 0.148"x3" TO EACH 'L! BACK WITH (2) 12d's AND ONE SIMPSON H2.5A OR ONE USP RT5 CONNECTOR. SIDE NAIL All "L' BACKS AND STRONGBACKS w/ 12d's AT 6' O.C. NOTCH "L' BACKS AT TOP AND BOTTOM. 2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO - BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48' O.C. 0 APPROX. 45-DEG ANGLE. SPLICE DETAIL FOR DIAGONAL 4' LAP WITH 'T' LAP NAILED w/ (2) ROWS 10d GUN NAILS ® 8" O.C. LUS26 4 0.148"x3" 865 1165 -- SPH4 0.148"xi-1/2" Side: 640 Center :1280 DTC flips 4 3/16"x2-3/4" Titan 2 Fl : 8S 2 0.131"x2-1%2" F2:135 A35 12 0.131"xl-1/2" Fl: 650 F2: 670* SDWC15600 1 SDWC15600 -- 615 Fl: 130 F2: 225 SD C15450 1 SDVVC15450 -- 295 F2: L50 TRUSS ANCHOR SEE CONN. CHART WOOD FRAMING PER PLAN STRUCTURAL SHEATHING PER PLAN PRE ENGINEERED - UTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE TRUSSES AT24"D.C. ENGINEERED WOOD ROOF TRUSS AT 24' O.C. MAX CMU WALL • LOYD ROOF SHEATHING (4) 1/4' 0 c 2-1/4' MASONRY SCREWS AT EACH STRAP. (1) SIMPSON HTSM16 CONDTIONS OF USE (OR APPROVED EQUAL) SHEATHING PER PLAN 1. QUANTITY OF MISSED STRAPS DOES NOT EXC® FlVE (5) CONSECUTIVE LOCATIONS AT EACH MISSED 2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 lbs. UPLIFT. LOCATION. R09CPARTIAL GABLE END TRUSS DETAIL IF FIELD "CONDITI�OJSTEXCEED CONDITIONS OF USE, CONTACTRUSS TNENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION. PARTIAL GABLE R13 MISSED TRUSS STRAP REPAIR (TYPICAL CMU WALL CONNECTION) sRTUC1m Sam PER PLAN 2x4 LADDER FMWG AT 24 O.C. RM AT OMIM GREATER IM 12•. ATTACH TO TRUSS TW OM w/ (2]-Rid INNS AT 24 04 W. 2x4 w/ (2)12d NALs sur"AL SIFAIIMNG SEE PINT FUR ATFACHMENT 1. AT YERACHS S-6' TO t-8' USE ONE 2x4 V 60 2. AT YERIICALS 014R 6'-6' TO 94 USE (2) 2x41' 8M (1 EA."(OR FM PM CASE 3 BET* 3. AT 1ERWAtS OYER 94 10 IS-0' USE ONE 2x4 1' BACK AND AN AOOrNK W11 R BRACE IS RE:QM AT X PEAK NO AT EVERY OTHER 1ERWAL MILD W N IM RANGE ATFACH THE OIA00EWL AT 0 IF]OLT AND M X D0C W MN THE ROOF SHEATHING r/ (5)12ds AT EACH ENO. N AON110 M 1HE SEGO W�(1 K A SBxN6BACK 6 ALSD REND AT THESE VERIM AND MUST BE ATIACIFD TO E01' BACK w1H (2)12ds AND X SMM nu MKCTM SOE NAL All 1' RACKS ND =NCB= w/ 12ds AT 6' O.C. NOTCH 1' EMCKS AT TOP AND V M. (2)PT 2x4 w/ 1/2' OSB OR PLYIw SPAS 6 TOP s BOTH OF LINTEL w/ 1/4x5' TAP= 0 6' O.C. EDGE NAIL SLF 1w PR PLAN. `SHEATHING PER PLNL PWa W. 2x12 P.T. PUTS w/ 1/2' 0 x 1O' ANCHOR BOLTS AT t4 O.C. MAX w/2'xf PL wA%W AID r EMBEDIFIET. (Mk 3 RM) dAS1NR1' LINTEL PER PLAN n�GABLE END TRUSS BRACING DETAIL BOSTON HIP 20 BMW AT OUGMU ONLY. ATTACH AT EACH END w/ (2)12d MAU WL SHEATHING TO LLO(x1LG AT 6' 04 w/ WWII 8d INNS CLOCK 4 BAYS BACK FROM GABLE TRUSS `■X BRACE IS REQW, ML TO OPPM / FIN SE SINE OF ROCIONG. TRUSS ANCHOR PER PLAN • BOND BEAM PER PLAN AND SCHEDULE SHEATHING PER PLAN 3DINGr/(5)1�GIN� R08B WALL BRACING AT BEARING WALL RWW. UNLESS NOTED ORFRW ON PLANS, PRM O � "GP WE iNE Rou81DER AT 48' a 0 N 0 co � 45 00 O 0 00 � N V� c� • -d �O 0 bb -2 cf) N as ' � r G sue_ T s� N �i v o O 00 OI 00 *N� 4 0 �? H - A %4-4 s-4 0 an Ln 0 PRODUCT MANAGER I RELEASE I DATE: xx /xx /xxxx SPUCE M AL FOR OINxINAI 4• LAP VW 'T' LAP C.O.A.# ARCHITECTURE: NAILED r/ (2) ROw510d GIN INNS 0 8• QC AA28Od M C.O.A.# ENGINEER04G: PROJECT TYPE ��,�� 2) SMM A23 w/ (8)10d x 1-1/r 29M ONE ON EACH SIDE OF BRACE TO TOP PLAN CI TtHOMAS A. WESENR, PESlrl le Fill 111 P.E. # 73242 FLORIDA ■ BEWAMIIN NIESF, PE SPECIFICATION LEVEL P.E.#8&025 FLORIDA SPECIFICATION 5/ DATIE `% 11 I 11111, ��1 ap,�il11 , ✓�, PLAN NAME NPC ILD NUMBER 2116.501 .w • �• i ,(SHEETS41