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DETAIL DESCRIPTION S3-i INDEX S3-2 UPLIFT CONNECTORS FOR HIP FRAMING S3.3 UPLIFT CONNECTION CROSS-REFERENCE S3.4 TRUSS BRACING OVERLAP DETAIL S3-5 I CROSS BRACING DETAIL S3-6 TYPICAL GABLE END TRUSS BRACIN&W S3 7 TYPICAL GABLE END TRUSS BRACING-FR S3 8 SCISSOR TRUSS W/DROP CEW NG BRACIV •ING PLAN DETAM SIMPSON STRONG TIE CONNECTOR CAPACITY FASTENERS META20 1500 14-1Od X 1 1/2" BETA20 1890 16-10d X 1 1/2" H2.5 415 10-8d HS 455 8-8d H7 930 14-8d HTT5 3480 18-16d NAILS & 5/8" DIA. BOLT. MAS 1005 6-lOd Xl 1/2" HD2A * 2775 5/8" 0 BOLTS HD5A * 3705 3/4" 0 BOLTS HD6A * 4405 7/8" 0 BOLTS LUS26 930/1040 ** 8-1 Od X 3" HUS26 1550/3205 ** 20-16d X 3 1/2" ITUS28 2000/3775 ** 30-16d X 3 1/2" A35 450 12-8d X 1 1/2" MTS12 1000 14-10d X 3" MTS16 1000 14-lOd X 3" NITS: 1000 14-lOd X 3" * MINRSUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY •* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE REUSS, WHICH COULD FORCE THE PLATE OFF THE TRUSS. l J USE SIMPSON META20 (OR BETTER) CONNECTORS (OR EQUAL) @ MASONRY OR SIMPSON H10 (OR EQUAL) CONNECTORS @ FRAME WALLS 1 UPLIFT CONNECTORS FOR HIP FRAMING0,2 2'-1 1/2" OVERLAP TRUSS BRACM AT LEAST ONE TRUSS SPACE OVERLAP T MD4INSUM (2) 12d PER JOINT � 1X4 TRUSS PRE-ENGINEERED BRACING WOOD TRUSSES (SEE S3-11 FORLOCAITONS) TRUSS BRACING OVERLAP DETAIL j `4 MINIMUM 2X4 CROSS BRACING (SEE 6e-1 FOR LOCATIONS) \ CONTINUOUS BOTTOM CHORD \ (2)16d Pffit JOINT BRACING IX4 MIN. (SEE 83-11) CROSS BRACING DETAIL r 1 RACKNAIL W/ (2) 16d NAILS SEE SCHEDULEFORSHEATHING L NOTES NDETAIL IUNG CABLE END BRACING DETAIL 2"x4" OUTLOOKER, @ 24" / O/C. OR SEE 12/33. cl SIMPSON H2.5 OR QUAL 0 EA OUTLOORER "BRACIN —'L"BRACETOOMM EE 53-11) AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS C G SHEATHING ATTACHED W/ I0dNAHS@6"OCEDGEs iE 0 1) & 12" OC FIELD SIMPSON HETA20 OR EQUAL @ 6'-0" O/C TYPICAL l 1/2"0 ANCHOR BOLT \ @ 48" OC 216"PTSU I I I I I \ I T-- \\ GYPSUM WALL BOARD CONT. BEARING "L" BRACING DETAIL S3 2"a4" BLOCKING ®48" 0/C �\ %"BRACE ATTACHED W/ 10d NAILS (d, 4" O/C TYPICAL tad "L" BRACE ATTACHED W/ lOd NAILS @ 4" OC WHEN "L" BRACING REQUMMENTS WIND SPEED 102 MPH MEAN WALL HEIGHT UP TO 30'-0" STUD SPACING NO %"BRACE (1)2c4" "IPBRACE (2)TW "L"BRAM (2)r& VBRACB IF, (Mr-P-s IMP -row, F-r-IZ4r 12-0"-19-0' 14' 0-0-4'0' M-0"-T-0' T0"-10-0" 10'.r_14'-0" SEE BACKNAM W/ (2)16d NABS SEE STRUCTURAL NOTES AND NAILING j SCHEDULE FOR SHEATHING DETAIL 2"xV OUTLOOKER @ 24. 0/C (SEE \_SIAPSON 1115 OR AL ® EA OUTLOO oo 2'-1 /2" CING r.(X. 24" MAX OH oo 11) "L" BRACE TO EXTEM SIMPSON HG AT LEAST 909E OF WEB LENGTH (SEE TABLE) GABLE TRUSS SHEATHING ATTACHED W/ lOd NABS @ 6" OC EDGES & 12" OC FIEM ) 3 � ATTACH "T" AND "L" TOGETHER W/ SIMPSON H2.5 SIMPSON LSTA9 @ 4V OC / \\` SIMPSON SP2 @ EACH STUD WALL STUD (SEE TYPICAL \\ SECTION) \ DOUBLE TOP PLATES GYPSUM WALL BOARD "L" BRACING DETAIL A&B . 2"x4" BLOCKING @ 48" O/C 4k 2J(4 "T" $RACE Sn1�soN H2.5 V BIA1B ATTACHED W/ NABS O 4" O/C TYPICAL L 2nd "V BRACE ATTACHED W/ Yk lOdNA1L3 ®4.00 WHEN GABLE TRUSS WEB DOUBLE BRACE REQUIRED J NOTES 1. 2'R4" PANEL BLOCKING @ 48" OC FOR THE PIRSf (4) ROWS OF TRUSSES FROM EACH END TYPICAL BOTTOM CHORD ATTACHED W/ (2)16d TOENAILS. 2- TOP CHORD MDOW40 FOR FIRST (4) ROWS OF TRUSSES @ EDGES OF SHEATHING. DOUBLE BRACE REQUIRED. NOTE: %' BRACE MUST EXTEND AT LEAST 90"/" OF WEB LENGTH GABLE TRUSS WE SEEA.1/S3. NOTES TYPICAL GABLE END TRUSS BRACING 6 1. 2"X4" PANEL BLOCKING (aj 48" OC FOR THE FIRST (4) ROWS OF TRUSSES FROM EACH END TYPICAL BOTTOM CHORD ATTACHED W/ (2) 16d TOENAILS. MASONRY WALLS 2. TOP CHORD BLOCKING FOR FIRST (4) ROWS OF TRUSSES 0 EDGES OF SHEATHING. CE-NAII.S. CONNECT EA END ONNETO RIDGE RAF CT EA END OF TOP CHORD TO 2X6 RIDGECONNECT , BOARD W/ (26d NAILS OBOARD R (�3) GLTN NAILS OF RIDGE /(4RAFTEI16di TO VALLBYIRDBR TR 3 CONNECT 2X6 RAFTER TO RIDGE OR ROOF PLANE W/(4)16d TOE.NATIS. BOARD W/(3)16d TOE -NAILS 12 (6)16d COMMON OR VARME (7) GUN NABS EA. IIVD 3 11 16d NAILS OR ++ 12 1 4.5-7 �4; GUN NAILS (TYP.) 1/2 HBIG OF VALLEY —- SPAN/2 Id SPAN/2 WBRACING 48" O.C. CONTINUOUS FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS UP TO 10' OVER 2 SUPPORTS 2X4 3P #3 RIDGE o C. MAX® SPAN UP TO 10' x E gp 2X6 SP. #2 RAFTER ++ TOP CHORD: 2X6 SP #2N • BEARING TO BE SUPPORTED THROUGHOUT #3 CRIPPLE **BOT CHORD: 2X6 SP #2N ENTIRE LENGTH BY 2' O.C. TRUSS & DIAPHRAGM SCABBED TO SYSTEM CONNECT TO EA SUPPORTING TRU59 �� (3) 16d NAILS TOP CHORDS TOP CHORD BELOW W/SI#pSON LTS12 AND lOD NAILS TOE NAILS ) \ TOENAILS \ �l -0" O.C. MAX, 4X2 ei NJ El (J &-24" O.C.'-U IN ICK REQ. IF RIDGE BOARD IS NOT SUPPORTED (DIRECTLY) Ir2n>ax = 75": NO BRACE gEQ ON CRIPPLES) IISS BELOW. CONNE�OIT TO lrn2ea = 9B 2X4 T BRACE OR SCAB BRACE ggp ON G W/8d OR GUN NAILS @ 2' O.C. CRIPPLE(S): SP#3. FULL LX NGTH. FASTEN W/16d NAILS @ 4 O.C. OR W/GUN NAILS @ 3" O.C. NOTEr IN ADDITION TO TOE -NAILS SPAN GREATER THAN 10' BW�TVBELOW USINGSIHIPPSON OR LISP LTSt2 VITH 10d NAILS. TYPICAL CONVENTIONAL FRAMED VALLEY TOE -NAIL CONNECTION A� VALLEY SPAN NUMBER OF NAILS & TYPE 20' 16' ('n 16d COMMON (5)16d COMMON OR (6)GUN 12' AND LESS (4)16d COMMON OR (SXiIJN COSMETIC DROP CHILINIG FRAMING "L" BRACE W/ IOd @ 4" O/C STUDS @ 16" OC "L" BRACING REQiTIItMENT WIND SPEED 102 MPH, MEAN WALL BRIGHT UP TO 3OF-W STUD SPACING (1) 2"X4" L" BRACE (2) 2"x4" IL" BRACE (2) 2"x6" "M BRACE (2) 2"x8" "L" BRACE 16" 0'-0" - 4'-5" 4'-5" - 8'-0" W-W' - 12'-0" 12'-0" 24" 0'-0" - W-O" 4"-0" - T-O^ 10'-O" NOTE: "M BRACE MUST EXTEND AT LEAST 90%.OF WEB LENGTH TYPICAL GABLE END TRUSS BRACING SCISSOR TRUSS FRAME WALLS 2X4 BRACING @ 4V OC CONTINUOUS TO RM LOCATION ATTACHED W/ (2)10d @ EACH TRUSS - NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF BOTTOM CHORD) SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL WIND SPEED 145 MPH, MEAN WALL HEIGHT UP TO 3O'-0" GABLE END DETAIL -VAULT CEILING MASONRY WALLS RIDGE LINE + + + + + + t + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + F + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + •aF + + + + + + + + + t t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + +i + + + + + + + + + + + + + + +z + + + + + + + ,I- F c2 + + + t + + + t + at + + + + + + + +1 + + + + + + + + + +I + + + + t + t + + + ... t + + + + t . + + + + ... + + + + + + + + + + + + + + + + + + + + t + t t + + + t + + + + _+ + + + + + + + + + + + + + + + + + + + + x + + + + + + + + + + + t + +G + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + *F + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + t + + + + + + + + + + + + + + + + , + + + + + + + + + + + + + + + + + + + + + + + + + + + + WRING SHANK NAILS @ 6" OC - + + + r OC @ GABLE ENDWAU OR GABLE TRUSS Ed RING SHANK NAILS @ 4" OC EDGES 8d COMMON NAILS @ 6" OC INTERMEDIATE NOTE: 1. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS. 2. END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBERS ROOF DIAPHRAGM NAILING SCHDULE - 145 MPH ZONE a ZU MAR 7I" BRACE (SEE DETAIL 33-5) \ CONTINUOUS BOTTOM CHORD BRACING 1X4 MIN. (SEE DETAIL S3-4) o �;f n b 0 r / X o \K �i1 n a n X M n / �o NOTE: 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINBERMG CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED. 2. T" BRACING MAY BE USED IN PLACE OF PERMANENIT BRACING PROVIDED IT EXTENDS OVERAT LEAST 92%OF THE WEB. nwr+vwrwrr ai Mi "u v1�. (21/2" LAG BOLTS OC TYPICAL 2X4 OUTLOOKERS Q 24" OC W/ (2)12d PER JOINT ZX4 RUNNERS TOP AND BOTTOM CHO GABLE END BRACING @ 48" OC MAX FOR FIRST (4) ROWS OF TRUSSES NAND" PERMANENT TRUSS BRACING PLAN 11) N.T.S. 3'-0" MINIMUM AND 2'-O" HIGHER THAN ANY HORIZ. POINT WITHIN A IO'-0" RADIUS GALV METAL FLASHING',, a' ALTERNATE NON -DROP GABLE END DET SEE 6/S3 FOR ADDL GABLE BRACING REQ'D. 1 2 CRICKET DRIP FASCIA 3/4" X 2" PT STUCCO STOP TYPICAL 0" GABLE ROOF OVERHANG 13 � �80D7 Rs @BA�rBL.OlZIIiO. a-•3R MR co maxi i SECTION ATTACH BLOCKING TO TRUSSES W/ SIMIWN A34 ANGLE TYPICAL CRICKET 428U9®S(1'OP dtadllU6S C@DYD) (2)16d'1' ENAllB na'a awCa 15DQ)3R V � ® � taro 12 2'a 4 *-� (2)12a L2 20 PAt',IE28S188w�. PRE-FAB CHIN04SY CAP FLASHING 2X4 BLOCKING - SEE MANUFACTURER'S SPECS FOR MINIMUM DISTANCE EXTERIOR F94M SIMPSON H5 @ EACH JOINT TYP. BLOCKING @ MID -POINT WHEN jCHM IBY EXCEEDS 6'-0" IN HEIGHT It2" SHEATHING ORO.S.B. 2X4 STUDS @ 16" OC MAX PRH-FAB CIMINEY /GALV METAL FLASHING i TRUSS TOP CHORD SIMPSON MTS12 @ EACH CORNER DOUBLE 2X4 BLACKING SLOP SIMPSON MTS12 @ EACH CORNER PRE-ENGINEERED / WOOD TRUSSES 2X4 @ 16" GC MAX PRE-FAB CBS / 2X4 BLACKING TYPICAL �A J .TWESES `M, x„ PLAN VIEW TYPICAL CEMIANEY DETAIL - 15 GABLE SECTION - VAULT CEILING 14 THIS DETAIL DO NOT APPLY TO THIS PROJECT IF THERE IS NOT FIREPLACE CALL FOR ON THE FLOOR PLAN CONNECTION FASTENER(S) QUANTITY / SPACING LEDGER STRIP 16d COMMON 3 AT EACH JOIST SOLEPLATE TO JOIST OR BLOCKING. FACE NAIL 16d COMMON IrO.C. TOP OR SOLE PLATE, TOE NAIL 16d COMMON 2 STUD TO SOLE PLATE. TOE NAIL Bd COMMON 4 DOUBLED STUDS, FACE NAIL 10d COMMON 24"O.0 DOUBLED TOP PLATES. FACE NAIL 10d COMMON 161O.C. CONTUOUS HEADER. TWO PIECES 16d COMMON 16"O.C. ALONG EACH EDGE CONTINUOUS HEADER TO STUD, TOE NAIL Bd COMMON 3 U8 SHEATHING OR LESS TO EACH BEARING, FACE NAIL 8d COMMON 2 OVER 1X8 SHEATHING TO EACH BEARING. FACE NAIL 8d COMMON 3 BUILT-UP CORNER STUDS 16d COMMON 240O.C. BUILT-UP GIRDERS AND BEAMS UP TO THREE MEMBERS 20d COMMON 32" O.C. AT TOP AND BOTTOM AND STAGGERED, 2 ENDS AND AT EACH SPLICE 1W GYPSUM SHBATEBNG 11 GA 1 112" GALVANIZED 7/16" HEAD 4" O.C. AT EDGES, 8" O.C. AT OTHER BBARBNOS Sr GYPSUM SHEATHING 11 GA.131C GALVANIZED 7116" HEAD 4" O.C. AT EDGES, 8" O.C. AT OTHERBLU24M lrr GYPSUM WALLBOARD 13B" DRYWAUNAII, r O.0 ON CJ?IILNGS, r O,C.ONwAw SIB" GYPSUM WALLBOARD 1 M" DRYWALLNAI, r O.0 ON C� ING3, 8" O.0 ON WAUS HARDBOARD LAP SIDING, DIRECT TO STUDS 8d CORROSION RESISTANT WITH MINIMUM SHANK16"O.C.AT DIAMETER OF 0.099 INCH AND MINIMUM HEAD DIAMETER OF 0.240 INCH TOP AND B07TOMMOBS HARDBOARD LAP SIDING, OVER SHEATHING 10d CORROSION RESISTANT WITH MINIMUM SHA DIAMETER OF 0.099 INCH AND MINIMUM HEAD DIAMETER OF 0.240 INCH K 16" O.0 ATTOP AND BOTTOM EDGES HARDBOARD PANEL SIDING, DIRECT TO STUDS 6d CORROSION RESISTANT WITH MINIMUM SHAN< DIAMETER OF 0.092 INCH AND MINIMUM HEAD DIAMETER OF 0.225 INCH 6"O.C.ATEDGES, 12"O.CATINTERMEDIATE SUPPORTS HARDBOARD PANEL SIDING, OVER. SHEATHING 8d CORROSION RESISTANT WITH MINIMUM SHAN DIAMETER OF 0.092 INCH AND MINIMUM HEAD DIAMETER OF 0.225 INCH 6"O.C.ATEDGBS,12"O.CATINTERM®IATESUMOUS GENERAL NAILING SCHEDULE 16 V N N T ` N ti r...I O N� cli M a kn G='1 N q yy (� U i� m rA I1 W) d\ .. Vi M V 00 U 0 �/ >~ W 10 w o w 1n x Q = Z O F J a- Q V N C Z E F- w 0 ua:U"t0w OW HZ Z—w= U-cn U)05 >_ O LO Z O Q V) }��,-� JZ ILA w�Lt�pm� >� 0' O w w J ~oOZ�Q ZcZ7 w� Z(�ZUOOU O_N Ind ujLu20 -Q-0 �cn DO w J F Z U w Z L— Z Z x L Q p w O !-aOUJ -F-E Z 0E- UQU CO0(9 aQ ZO F- L'u E _ Z O (n J wu�i-ww a 3w wQ W Wa60 =mow <~ W Z O w J O ie O Z J x 0— Q Q F-Laf-cv�Fi a� f 1 I �I f...q 00 O bA �o M • 0000 1-4 W W •' W a � a � �-' w � W W v� 00 U � ono N 8 W� N a w o� M U M � w H z cri a-� 00 N n A Z tn °° A " o a 0 SHEET 8 of 8 53 ROOF FRAMING AND WALL DETAILS II - - I H-T T i d I