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1�1. n-1.-. - - - ■ - I —. 1 1 11_ 111 1 11-91`1 1111 I - I' ' I 1 11 I Cr 0 i O N i N N I 0 .Qg Q 0 J Cm I tV d N Cr V) c C, O E: i LZ e .o i a LZ N N N N r3 O �N N O N N 0 Q c7 GINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE C RSH ENCLADDING WIND PRESSURES AND SUCTIONS FORM AN ROOFOHEIGHT ST25 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4k �� AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 / 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 1 -78.58 _QL —i- � 1 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): �\ �v// A ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" Ci IN FIELD �/ I 1 ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I r I ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: l O l l O l SHINGLE: 3/e" EXP. 1 (24/16) or t%32" EXP. 1 (3Y,6) I I I I TILE: iY32" EXP. 1 (3y,6) I I r I I NOTE: I I I I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 0 - r r,-- 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED ") WITH ASTM F1667 RSRS-03 10d (2'/a" x 0.131 NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4k 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG, RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 -10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 1 585 515 10 - 8d x 1 1/2" D H3 400 _ 320 8 - 8d RT3 345 305 8 - 8d x 1 112" E META20 1450 7 - 10d x 1 112" HTA20-18 1625 1400 10 - 10d x 1 112" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 5" TITEN HD ACHOR ��1/2" x 5" TITEN HD ACHOR RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS WEDGE-BOLTS WALL LEGEND x21/2"SDS WOOD - SCREWS & (1) 5/8" ATR 8'-8" TOP OF MASONRY WALL N LUS26 1165/1060 ** 1005/915 *" 8 - 10d x 3" JUS26 1000/1080*" 8 - 10d (GARAGE) P HUS26 1320/3235 ** 1335/2820 "" 20 - 16d x 3 1/2" HUS26 2035/3400 ---� (20)16d x 3-1/2" 9'-4" TOP OF MASONRY WALL Q HUS28 1760/4095 "" 1720/3125 " 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 i 860 14 - 10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" 18'-8" TOP OF MASONRY WALL S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ 18'-8" TOP OF MASONRY WALL SIMPSON SET w/ 112" MIN. 2ND FLOOR ONLY. NO FIRST EMBEDMENT. FLOOR BELOW. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" -2HOUR FIRE RATED SEPARATION TITEN HD (2 PLY) OR (52) WALL 16D SINKERS FOR FRAME 4 4" TOP OF MASONRY WALL U MGT W 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" MUGT15 4175 22 -10d x (1) 5/8" ATR wl 12" (LANAI) , W/ SHAFT LINER ABOVE — EMBED w/ SIMPSON "SET" EMBED w/ USP CIA-7000C TO BOTTOM SIDE OF DECKING EPDXY EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & LUGT2 3100-M 4520-F 3100-M 3800-F w/ (2) 16D SINKERS & -2HOUR FIRE RATED SEPARATION (14)1/4" x 2 1/4" TITENS (10) 1/4" x 3" WEDGE - WALL (2 PLY) OR (28) 16D BOLTS (2-PLY) OR (32) 16 -18'-8" TOP OF MASONRY WALL, W/ SINKERS FOR FRAME SINKERS FOR FRAME SHAFT LINER ABOVE TO BOTTOM "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SIDE OF DECKING SP1 555 535 10-10d SPT22 735 8 - 10d SP2 1010 605 12-10d SPT24 1090 12 - 10d -2HOUR FIRE RATED SEPARATION HCP2 590 555 12-10d x 1 112" HHCP2 680 _[_570 (20)1Od x 1-1/2" ALL * MINIMUM 3" MEMBER W - ALL TOP OF MASONRY WALL, W/ ** REACTIONS ARE FOR ROOF LOADS ONLY SHAFT LINER ABOVE TO BOTTOM *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) SIDE OF DECKING NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. REVISED 12-02-20 TYP. INTERIOR WALL LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. BEARING WALL FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. 1 Ad �---MASONRY WALL BELOW: a.. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ a.. 4'-0" O.C. TO GABLE TRUSS --COMMON TRUSS a, SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1/4"=V-0" 12 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('"). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. Cc 4j x CONT LEDGER oOWN w jFL LL 0! -Z �p C� G 0 13 c'o LL 0 25z < < 0 4-1 9 C) ex) cd 14 Ljo(�::, , CL E Lgn O a19 as ) SEE SHEET D1 FOR ROOF FRAMING DETAILS e+"a N NOTE: • SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS • SEE SHEET 11 FOR BUILDING ROOF LAYOUT SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL OR BEAM SEE TRUSS PLAN 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. 1 Ad �---MASONRY WALL BELOW: a.. SIMPSON HETA16 @ 4'-0" O.C. TO GABLE TRUSS BEAM BELOW: SIMPSON HTS20 @ a.. 4'-0" O.C. TO GABLE TRUSS --COMMON TRUSS a, SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1/4"=V-0" 12 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('"). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. Cc 4j x CONT LEDGER oOWN w jFL LL 0! -Z �p C� G 0 13 c'o LL 0 25z < < 0 4-1 9 C) ex) cd 14 Ljo(�::, , CL E Lgn O a19 as ) SEE SHEET D1 FOR ROOF FRAMING DETAILS e+"a N SECTION AT HIP GABLE SCALE: 3/4" = 1'-0" ROOF FRAMING PLAN SCALE: 1/4"=V-0" 12 DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY :ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 6") `FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('"). INTERSECTING POINT TO BE FASTENED WITH 2. 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. Cc 4j x CONT LEDGER oOWN w jFL LL 0! -Z �p C� G 0 13 c'o LL 0 25z < < 0 4-1 9 C) ex) cd 14 Ljo(�::, , CL E Lgn O a19 as ) SEE SHEET D1 FOR ROOF FRAMING DETAILS e+"a N 0 ' cue ui o -o T r.ld Q F Q .�AQk N O •Q 4: N � m as 3 �- �,01 � w 1p 4A .ce c S c I I