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N <br />12'-0" <br />13'4' <br />2 1 TYP. @ <br />D2 p2 CORNERS <br />FT3GE <br />0 <br />00 <br />--ni <br />N O <br />A @ 24" <br />O.C. MIN. <br />O <br />j <br />J <br />S6 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />FT7G <br />FT6 <br />N.. 1 TYP.. <br />1 <br />L1 <br />O <br />RG. WALL <br />a <br />O <br />0 <br />on <br />FT8G <br />FT13GE <br />r FT11 <br />r <br />-rl <br />T <br />r. . . . . . <br />TYP. @ 2 STORY. <br />SEE JJ/S6 <br />@ <br />STEM WALL <br />(2) A <br />35 <br />ED <br />22 <br />D1 FT9 (2) A <br />FG3 <br />C 7NJ <br />D1 <br />_ <br />CJ3B co <br />Lo <br />CAB <br />9 <br />D1 <br />7 y✓s� <br />D1 <br />I" <br />-v <br />r <br />0_� <br />TYP. <br />U.N.O. <br />L L <br />5'-0" <br />W <br />A <br />S3 <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />t34(3 F- <br />5'-8" <br />GINEERED <br />RSH ENCLADD CLADDING WIND ROOF <br />PRESSURES ANDROOF <br />SUUCTIONDESIGN <br />S FOR MEAN ROOFHEIGHTCOMPONENTS ftAND <br />VND SPEED (ULTIMATE) 140.0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=oft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r, <br />HIP -35,94 49.57 49.57 -49.57 / <br />10 lfvq <br />GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 1 -78.58 1 -T ----7— / <br />1 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): � <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />i <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />®I <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I <br />ROOF SHEATHING: j (D <br />SHINGLE: Y16" EXP. 1 C%6) Or 1% ' EXP. 1 0/16) <br />TILE: %2' EXP. 1 (3�116) i <br />I <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t + <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 7V32", SHEATHING SHALL BE FASTENED 1 A 1 <br />WITH ASTM F1667 RSRS-03 10d (2Y2' x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS <br />W/ BLOCKING PER NAILING SCHEDULE. <br />a=oft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />TO BLOCKING <br />(2) 12d NAILS TO-/ <br />-ROOF OR FLOOR <br />BLOCKING EACH <br />SHEATHING <br />END <br />2X4 BLOCKING AT <br />(2) SYP#2 TOP PLATE <br />EA. ROOF PANEL <br />4 <br />JOINT AT 48" O.C. <br />MAX <br />LSTA30 EACH SIDE <br />TRUSSES --/ <br />EACH END OF <br />WALL <br />2x4 SPF STUDS <br />@ 16" O.C. WALL SEE C/S3 FOR <br />SET BACK 2" PER ADD'L INFO. <br />DETAIL C/S3 <br />SEE PLAN FOR DIM. <br />SEE FND. PLAN <br />FOR FOOTING <br />SPECS. <br />INTERIOR SHEARWALL @ TRUSSES <br />STEP-DOWN, WALL TO TRUSS <br />SCALE: 1/2" = 1'-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />SPF <br />A <br />META12 <br />1420 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 - 1 Od x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795(2)PLY <br />9 - 10d x 1 1/2" <br />B <br />HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 1Od x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 1Od x 1 1/2"& 8-1Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />7100 <br />--- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />"X" HTS 20 1310 1245 24-1Od x 1 1/2" HTW20 1530 1285 24-1Od x 1 1/2" <br />SP1 555 535 1 10-10d SPT22 735 8-10d <br />SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d <br />HCP2 590 555 1 12-1Od x 1 1/2" HHCP2 680 570 (20)1Od x 1-1/2" <br />* MINIMUM 3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />*** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 <br />LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />OR 2 PLY <br />:ARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />*FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD w EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). <br />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+} <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O = (A) <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />OR <br />co <br />CONT LEDGER <br />W <br />5. <br />= <br />rLu <br />co i <br />_Eco <br />� <br />CD <br />0 <br />1:1 <br />LO <br />�i <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN - ELEV-A <br />SCALE: f4"=1'-0" <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />(A) <br />OR 2 PLY <br />:ARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />*FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD w EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). <br />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+} <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAYBE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O = (A) <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />OR <br />co <br />CONT LEDGER <br />W <br />5. <br />= <br />rLu <br />co i <br />_Eco <br />� <br />CD <br />0 <br />1:1 <br />LO <br />�i <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN - ELEV-A <br />SCALE: f4"=1'-0" <br />� <br />o <br />0 <br />3 W <br />G <br />c t0 f� N <br />y y O J <br />