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C" <br />m <br />00 <br />o°J9 <br />N <br />L0 <br />LO <br />0 <br />v- <br />0 <br />N <br />J <br />O <br />I <br />N <br />m <br />00 <br />N <br />LO <br />IV <br />v <br />O <br />J <br />C00 <br />LO <br />I <br />L8 <br />V <br />cn <br />0 <br />.a <br />c_ <br />"L <br />a <br />N <br />v <br />a <br />y <br />m <br />E <br />O <br />a <br />y <br />41 <br />ri <br />E2 <br />E <br />v <br />U <br />0 <br />a <br />0 <br />N <br />0 <br />cm <br />a <br />0 <br />a <br />0 <br />a; <br />0 <br />n <br />a <br />m <br />0 <br />STRUCTURAL <br />2x STUDS SEE PLAN <br />SHEATHING (SEE TB13 <br />FOR INFO <br />FOR NAILING INFO.) <br />PLYWOOD <br />2x6 CONT. W/ (2)-12d <br />NAILS @ EA. TRUSS <br />2x CONT. W/ (2)-12d <br />rF <br />CANTILEVER <br />NAILS @ EA. TRUS <br />FLOOR TRUSS <br />2x4 CONT. RIBBON W/ <br />4 <br />16d NAILS @ EA. TRUSS <br />2x BLOCKING W/(2) -12d <br />NAILS @ EA. END <br />4SEE PLAN_ <br />TRUSS BRG. <br />a —CONNECTOR AT <br />EACH TRUSS, <br />8d NAILS @ 24" O.C. <br />SEE PLAN <br />TO BLOCKING <br />LINTEL <br />SEE PLAN <br />STRUCTURAL <br />SHEATHING <br />CO3),CANT. FLOOR TRUSS CONN. <br />SCALE: 3/4" = 1'-0" <br />ENGINEERED <br />CLADDING WIND PRESSURES ANDOSUUCTIIONS FOR MEAN ROOFOHEIOGHT <T 5 ftND <br />RSH <br />VIND SPEED (ULTIMATE) 140.0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />iXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG, <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 HIP 35.94 -49.57 -49.57 49.57 <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/s) or %2" EXP. 1 (3�16) <br />TILE: 1Y32" EXP. 1 i33/1s) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS <br />Z. WHERE THE SHEATHING THICKNESS IS GREATER THAN 157 2 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 />(2) TYP. (2) <br />A A A \ TYP @ 2 STORY / <br />N <br />� <br />FT1GE <br />CJ1 <br />C <br />CJ3 <br />d <br />' <br />N <br />; <br />(vV <br />0 <br />Al <br />u <br />CJ5 <br />q <br />Q <br />Q <br />Q <br />Q <br />Q <br />Q <br />�d <br />FTF1 <br />FTF1 <br />'" <br />d 11 LL I~_ <br />UL <br />LL <br />ILL <br />V- <br />W <br />7 <br />D1 <br />CO3 <br />22 <br />:. <br />D1 <br />X (2 <br />L. <br />P <br />LLI <br />_W <br />1 <br />... <br />.... <br />.... <br />.... <br />-r <br />FT8G <br />0 <br />............ <br />•• <br />1rI <br />� <br />2 <br />D.2 <br />LIJ <br />00 0 <br />ILL u- <br />UL. U_ <br />W <br />1 / <br />5 <br />\ ( <br />D2 <br />FTF10 <br />(2) <br />X <br />FTF7 <br />5_� <br />FC03 <br />0. <br />o) <br />CV <br />LL <br />I- <br />22 <br />U_ <br />L' <br />CJ5 <br />D1 <br />r <br />CJ3 <br />' <br />CJ1 <br />11 <br />FT1 GE <br />U U U <br />J <br />S6 TYP @ 2 STORY <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <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 - 1 Od x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 -10d x 1 112" <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 />R77A <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 1 112" <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 />2375 <br />11 - 10d x 1 1/2" <br />G <br />H 10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <br />1020 <br />1160 <br />9 - 1 Od x 1 1 /2% 8-1 Old <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 />7100 <br />--- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />hHTT5 <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2" <br />5795 <br />518" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />2 - 518" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />X 2 1/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />-- <br />- <br />— <br />M <br />VGT - F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />x 2 1/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />N <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1000/1080** <br />--- <br />8 - 1 Od <br />P <br />HUS26 <br />1320/3235 ** <br />1335/2820 ** <br />20 -16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />--- <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />- <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1/2" <br />S <br />VGT - M <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />w/ (24) 1/4" x 3" SDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HD (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />U <br />MGT <br />3965 <br />3330 <br />22 -1 Od x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT_ 15 <br />4175 <br />22 -1 Od x (1) 5/8" ATR wl 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />(2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w/ (32) 16D SINKERS & <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />w/ (32) 16D SINKERS & <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1 Od x 1 112" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 11010 <br />605 <br />12-10d <br />SPT24 <br />1090 <br />12-10d <br />HCP2 1 <br />590 <br />555 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />570 <br />(20)1 Od 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. <br />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 />+) <br />(B) <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 (**). <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 <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 />(A) <br />I OR 2 PLY <br />;ARRIER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />MAIN FRAMING PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />?4 <br />C* <br />Uas U =o <br />C3 - - c LU <br />. .:1rc <br />06. <br />LA <br />:IE s <br />j4eSl li Fi lll'r<3a'�i <br />0, 1��d\\� <br />v4AfN "I'll, <br />e <br />PP <br />> <br />, <br />( <br />Ul <br />aRO F \ 0Xk <br />\N <br />E S S <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />E <br />oo co 8 <br />o <br />(0UCq o <br />® o N m <br />as � r— S <br />CN0 � w <br />N <br />M LL 0- d, <br />-v o <br />0a <br />Z <br />L <br />LO 0 <br />' (0 (14 <br />' <br />W U) CP m w <br />Z � N Z Q J <br />CO <br />Z N O U U <br />W ❑❑ <br />Z N M <br />� O <br />Z � o <br />ISM <br />o <br />Q � <br />J — <br />0_ � <br />N <br />�V J) Zrr� V <br />0 O <br />,W L <br />•J'It�` <br />T V7 <br />p a <br />m <br />U <br />O� <br />w o <br />N c w <br />�N <br />U <br />W J <br />ID <br />CU '5 N <br />Q N <br />0 <br />o <br />w <br />M <br />M <br />z ¢ <br />O <br />Z <br />L . <br />E C <br />oo <br />iy <br />aF <br />i <br />E <br />? <br />Z <br />❑a <br />v3 <br />20 <br />M <br />UO <br />0 <br />N @ <br />L <br />a <br /><0 <br />wo <br />¢p <br />w� <br />� <br />ip <br />fn <br />O, <br />m� <br />F 0 <br />0 - <br />J <br />_ �O <br />¢ w <br />�z <br />� <br />< <br />Og <br />Z <br />g0 <br />2 <br />a <br />�o <br />wa¢ <br />>° <br />o <br />CD <br />11 <br />a <br />v <br />z° <br />°3 <br />O <br />N <br />Lo <br />LO <br />'^ <br />y!�, <br />ai <br />rn <br />m <br />�-•� <br />Q <br />CC <br />0 <br />j T <br />N <br />o <br />m <br />00 <br />LID <br />+, <br />r <br />a--+ <br />�I <br />N <br />a) <br />00 <br />.� o <br />LO <br />CN <br />Q N <br />r <br />ai <br />m <br />T <br />M <br />� U') <br />o <br />Z <br />Z <br />y <br />E (n <br />`m <br />c <br />a <br />U Q p <br />c <br />JOB <br />NO: 22-06463 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.0 <br />I <br />-1I 11 T I)- 1 , —T� I I I I I — I I - ; .: I� 1 r 1 Iir. i i , u iAl lxlrti nL I ii �fi IT ii i 11T , c ,ill 1 <br />