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TYP. @ <br />CORNERS <br />1 <br />D2 <br />TYP. @ < A <br />LOW ROOF <br />a <br />y` 1111 n <br />0 <br />U �6P <br />CJ2G I I CJ2G <br />I I 2 <br />I I <br />CJ4G CJ4G D2 <br />2A1 _ <br />,GL1 <br />ME <br />— <br />LL <br />—— — <br />II <br />— — <br />tl <br />�I <br />LL <br />II <br />I <br />— <br />S6 <br />= <br />TYP. <br />I I <br />U.NO. <br />— <br />1-1- — <br />— — <br />TYP <br />I_ <br />FL2 <br />— <br />F 9 <br />II <br />R II <br />FL9 <br />II <br />CA <br />LLL <br />I I <br />(2) <br />L00 <br />n <br />n <br />• 1 <br />S5 <br />SIM. @ <br />CONNECTIONS <br />W/ USP LSTA1 STRAPS <br />(CENTERED) EACH SIDE <br />OF WALL TO FLOOR <br />TRUSS ABOVE @ 16" O.C. <br />Ilttt� Its � � <br />P•0 11 <br />P„ 11 <br />o <br />=•1 <br />v <br />TYP. <br />U.N.O. R <br />3aA---A---ll--A-1- 3A <br />TYP. @ A <br />SINGLE S3 <br />STORY <br />2 <br />572 <br />1 — <br />S5 <br />SIM. @ <br />CONNECTIONS <br />00 <br />.J <br />U- <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE 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 2-r 3 3e 3r <br />HIP -35.94 -49.57 -49.57 -49.57 <br />10 <br />GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 -60.99 -78.58 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD r <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: 0 Q <br />SHINGLE: Y16" EXP. 1 e4/6) or 1V32" EXP. 1 (ems) <br />TILE: 1%2" EXP. 1 (33116) r <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 00 <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] <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 />2x STUDS @ 16" O.C. <br />W/ SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE & SIMPSON <br />2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP <br />2x BLOCKING BETWEEN STUDS <br />TO TRUSS W/ (2) 12d TOENAILS <br />EACH END ( BETWEEN TRUSSES <br />LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL <br />STUD) <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />SIMPSON MTS12 w/ (14) 10d x <br />1 1/2" NAILS TO BLOCKING <br />i BELOW @ 16" O.C. <br />LOW ROOF TRUSS <br />W/—RAISED BOTTOM CHORD <br />EXTENSION SEE TRUSS <br />S6 MANUF. SPEC'S FOR <br />CONNECTIONS TO G.T. <br />TYP. U.NO. SECTION <br />SCALE: 3/4"=V-0" <br />@ 24" O.C. <br />MIN. (2) <br />STRAPS <br />BLOCKING <br />PLYWOOD <br />FLOORING <br />L (2) 2x6 BLOCKING UNDER— FLOOR G.T <br />2nd FLOOR WALL w/ SEE PLAN <br />SIMPSON LUS24-2 w/ (16) <br />16d NAILS AT EACH END <br />BUMP OUT 39 <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 -10d 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 />(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 @ EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B <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) MAY BE 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 />1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />CD <br />x CONT LEDGER <br />404 <br />FLOOR FRAMING PLAN— B <br />SCALE: %4"=1'-0" <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />N <br />N <br />00 c <br />C)W <br />R V <br />N <br />C] <br />�+ C LA- <br />M Q i <br />•� <br />V Q � <br />Q •' N ]G <br />d <br />� <br />d C cj <br />y <br />•� C— s c <br />m <br />3 CIO <br />tTt <br />d a1 .O <br />cj as <br />j CP c o <br />M T <br />ate. a <br />N <br />c E <br />