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1UNIT-A 1532 1UNIT-C 1624 1UNIT-C 624 UNIT- <br />1 A 1532 <br />i <br />NOTE: <br />• SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS <br />• SEE SHEET 10 FOR BUILDING ROOF LAYOUT <br />I SPECIAL CONNECTIONS I <br />S2 :(2) SIMPSON HTSM16 STRAPS w/ (4) 1/4"x2 1/4" TITENS AND (8) 10dX1 1/2" NAILS ONE TO EACH SIDE <br />OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. <br />S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. <br />ROOF FRAMING PLAN - STANDARD (STD <br />& LAKE THOMAS <br />SCALE: Y4"=1'-0" <br />LLT) <br />CCA 01 /25/2016 <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 (1) PLY <br />1450 (2) PLY <br />7 - 10d x 1 1/2" <br />6-16d x 3 1/2" <br />HTA20 <br />1870 <br />1730 <br />9 - 10d x 1 112" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PL <br />10 - 10d x 1 1/2" <br />14- 16d x_3112" <br />(2)HTA20 <br />2430 <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 />1730 <br />9 - 10d x 1 1/2" <br />C <br />H2.5A <br />700 <br />615 <br />10 - 8d x 2 1/2" <br />R37A <br />630 <br />510 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />365 _ <br />8 - 8_d x 2 1/2" <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />8 - 10d x 1 112" <br />HTA20-18 <br />_ <br />1625 <br />_ <br />1495 <br />9 - 10d x 1 1/2" <br />F _ <br />HHETA20 <br />2120 <br />10 - 10d x 1 112" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />_ <br />18 - 1Od x 1 1/2" <br />RT16A <br />1025 <br />900 <br />9 - 1Od x 1 1/2"& 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/(18)1/4"x3"SDSWOODSCREWSAND <br />(2)1/2" x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />_ <br />(12)WS3WOOD SCREWS & <br />(4) 3l4" x 6" WEDGE -BOLTS_ <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26) 1 Od x2-1/2 <br />K <br />HD3B * <br />_ <br />3130 <br />- 3050 <br />5/8" ANCH./ (2) 5/8" STUD BOLTS <br />_ <br />TDX2-TZ <br />_ 3295 <br />--- <br />5/8" ANCH./ (2) 5/8" STUD BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16) 1/4"xT SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10) 1/4"x2.1/2" SDS <br />WOOD SCREWS & (1) 5/8" ATR <br />--- <br />_ <br />--- <br />- <br />M <br />VGT - F <br />4940 <br />3555 <br />--- <br />-- <br />--- <br />N <br />LUS26 <br />1165/1150 ** <br />865/785 ** <br />8 - 10d x 3" <br />JUS26 <br />1050/1080** <br />840/950" <br />(8) - 10d x 3" <br />P <br />HUS26 <br />1320/3280 ** <br />1150/2780 "* <br />20 - 16d x 3 1/2" <br />HUS26 <br />2045/3400 <br />1640/2990** <br />_ <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1480/3520 ** <br />30 - 16d x 3 112" <br />HUS28 <br />2950/5090 <br />--- <br />30d -16d x 3-1/2_" <br />R <br />MTS12 <br />990 <br />850 <br />14 - 1Od x 1 1/2" <br />MTW12 <br />965 <br />810 <br />_ <br />14-1 Od x 1-1/2" _ <br />S <br />VGT - M" <br />4940 <br />3555 <br />�i T74vXT—S Orb SCREWS_ <br />(1) 5/8" ATR EPDXIED w/ SIMPSON <br />_ <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />& (8) 3/8"6" TITEN HD (2 PLY) or <br />52 16d SINKERS 0 FRAME <br />U <br />MGT -M' <br />3965 <br />3330 <br />(22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" EPDXY <br />MUGT15 <br />4240 <br />3730 <br />(28) 10d x 3" (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C EPDXY <br />W <br />MGT -F^ <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />223^3-1/4,SINKERS(TITEN <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-FSCREW-BOLT <br />I(V <br />(PLY) o(60)10d x 3.4SINKES@ FRAME <br />or (64)1 d xx 3' @ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(16) 10d x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />24-1 Od x 1 1/2" <br />SP1 <br />555 <br />— <br />535 <br />10 - 10d x 3" <br />SPT22 <br />735 <br />----- ----- <br />8 - 10d x 3" <br />_ <br />SP2 <br />1010 <br />605 <br />12 - 10d x 3" <br />SPT24 <br />1090 <br />12 - 10d x 3" <br />HCP2 <br />590 <br />510 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />595 <br />(20)1 Od x 1-1/2" <br />* MINIMUM <br />3" MEMBER <br />** REACTIONS ARE FOR ROOF LOADS ONLY <br />**' DO <br />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. <br />REVISED 03-14-22 <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 <br />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 @ EVERY INTERSECTING POINT (B) <br />SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (6) TRUSS TO THE <br />TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*"). INTERSECTING POINT <br />TO BE FASTENED w/ (2) - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD (+) <br />OF (B) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED <br />COMMON NAILS OR GUN NAILS AT 48" CC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER <br />(LAID FLAT WISE) MAY BE USED, FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING <br />TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. 1 O (A) <br />SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING <br />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 />If](2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />R 2 PLY CARRIER-1 <br />x CONT LEDcciiER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />RSH ENGINEERED <br />CLADD CLADDING WIND FPRESSURES AND PER ASCE 7-16 OSUCTIONS FOR MEAN OF DESIGN BROOF LE OHEIOGHT:5 5 ftNENTS ND <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=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP -35.94 -49.57 -49.57 -49.57 <br />10 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 78.58 <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 />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <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: <br />SHINGLE: %s' EXP. 1 (24/16) or 1%2" EXP. 1 (3�6) <br />TILE: 15/32' EXP. 1 (3�6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED <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=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />M <br />N <br />ti <br />Cl <br />Z <br />a� W <br />C R V N <br />«+ G W Cl- <br />CC O a <br />d <br />flC " CC <br />as a, m F <br />� c d <br />N �- <br />C 1r <br />� c <br />M <br />N <br />O <br />N <br />Co <br />N <br />0 <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural <br />plans and specifications contained within <br />these <br />drawings comply with the 2020 <br />Florida Building Code <br />- <br />Residential <br />7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />tQ <br />a <br />E <br />a g 8 ° n <br />N N <br />C1 <br />, <br />J <br />G <br />_ <br />a oo 91 `L LL <br />0) <br />rn t` Z <br />a <br />6C-,a 3 w 0 a <br />5 <br />J LL n' y z <br />O <br />O130) <br />m c ID <br />t a 0 O <br />Y. <br />O <br />N (D m J Q <br />on <br />rn��m a 0 z <br />W <br />un <br />N o, Z 3 O� <br />z <br />Z <br />OU ❑❑❑ <br />W <br />(V M <br />E3 <br />vn)' <br />l <br />W <br />Cry o <br />� <br />W � <br />O <br />c­" <br />W <br />J E <br />8 <br />T J <br />(, <br />Y <br />N" <br />:z a <br />It <br />0 <br />J <br />2 <br />c� C <br />u <br />v <br />o <br />w <br />o i- <br />a <br />d' <br />°? <br />CO <br />C <br />E<` <br />z� <br />W <br />o <br />w <br />w <br />m <br />2OC <br />= <br />U <br />C <br />rn <br />d" <br />M <br />c9 <br />� ' <br />(V <br />LI <br />O <br />r— <br />E <br />`..� <br />C/) ° <br />U <br />60 <br />00 <br />O <br />N <br />(�p N <br />Ln <br />M <br />O <br />LO <br />Q O <br />�' <br />O <br />rn <br />N <br />LO <br />M CN <br />T <br />ter- <br />a� <br />o <br />m <br />T <br />vi <br />Z <br />Z <br />m <br />E <br />E <br />0 <br />v <br />cc <br />c <br />a <br />o <br />U � <br />COOaci <br />Q p <br />JOB <br />NO: 23-05725-05728 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10.1 <br />