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I I I . _i I 1 e I -_-AL-_-1 . _ L _ _ _ L-11 I __ _. -. _ ---. _ 1 1. - - - I e ___L It 2 1 1 11 1 L 1._-L V I I. I1111 n I I I— __L__ <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />2x4 STUDS W/ USP NAILING SCHEDULE <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />2x4 BASE PLATE W/ <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />O.C. <br />X <br />16" FLOOR SYSTEM FLOOR GIRDER <br />SEE PLAN FOR SEE PLAN FOR <br />DIRECTION CONNECTION <br />SECTION @ FLOOR <br />CONNECTION 22 <br />SCALE: 3/4" = 1'-0" <br />rn <br />v <br />m <br />c0 <br />fV <br />r1) <br />L0 <br />L0 <br />0 <br />d✓ <br />rn <br />0 <br />J <br />O <br />I <br />rn <br />N <br />m <br />co <br />r.-) <br />M <br />LO <br />L0 <br />0 <br />O) <br />J <br />O <br />I <br />I+M <br />W9 <br />N <br />0 <br />I0 <br />L0 <br />In <br />01 <br />( <br />Q <br />rn <br />3 <br />Q <br />I+') <br />CV <br />0 <br />/ <br />F, <br />CN <br />G <br />O <br />Cl- <br />c <br />J <br />G <br />O <br />O <br />O <br />J <br />N <br />Lz: <br />M <br />O <br />Ln <br />29 <br />0 <br />a <br />N <br />O <br />LO <br />ui <br />0 <br />d <br />0 <br />W <br />co <br />co <br />RSH <br />ENGINEERED <br />CLADDING W NDFPR PRESSURES FORM AN ROOFOHEIGHT:5 5ftND <br />/IND SPEED (ULTIMATE) <br />140.0 MPH <br />/IND SPEED (ALLOWABLE) <br />108.4 MPH <br />XPOSURE CATEGORY <br />C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />WINDAREA <br />(+) VALUE DENOTES PRESSURE <br />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:12] <br />a=4ft <br />/ <br />-- <br />(SO FEET) <br />(-) VALUE DENOTES SUCTION <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />10 <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99---�\-------�T--- <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 />! <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />r <br />®� a <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />I <br />ROOF SHEATHING: <br />O j O <br />I <br />SHINGLE:'/76" EXP. 1 (2%6) or 15/2" EXP. 1 (3�6) <br />I I <br />TILE: V32" EXP. 1 (3 16) <br />II r <br />1 <br />NOTE: <br />j I <br />I <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d 2 3/8' x 0.113" NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1X32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'/2" 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 GABLE <br />ROOF > 20 TO 45 <br />a=oft <br />DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[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 />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 />_----- <br />— <br />--_— <br />_J---- <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 />515 <br />10 - 8d x 1 1/2' <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />___585_ _ <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 1 112" <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 - 10d x 1 112" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1/2"& 8-10d <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 />_ <br />_ <br />— <br />----- <br />-- <br />J <br />HTT5T <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" 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 - 5/8" 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 2 112" SDS WOOD <br />SCREWS & (1) 5/8" ATR <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 2 112" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />_ <br />` u <br />N <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <br />8 - 10d x 3" <br />JUS26 <br />1000/1080*" <br />--- <br />8 - 10d <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 />_ <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 />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d 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 />_ <br />_ <br />- <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 />-^ <br />--- <br />— <br />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8'I ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED wl USP CIA-7000C <br />EPDXY <br />_ <br />_ <br />V <br />(2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w/ 2) 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 />24-10d x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />SP1 <br />_ <br />555 <br />535 <br />10-10d <br />SPT22 <br />_ <br />735 <br />8 - 10d <br />SP2 <br />1010 i <br />605 <br />12 -10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />590 <br />555 <br />12-10d x 1 112" <br />HHCP2 <br />680 <br />570 <br />(20)10d 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 />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 w0 <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 />(A) <br />OR 2 PLY <br />;ARRIER <br />Rx CONT LEDGER (A) <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR/ROOF FRAMING PLAN - ELEV-Bl <br />M <br />CV <br />C= <br />N <br />? <br />o <br />J <br />ev a <br />to w <br />rz-: <br />`Z cam-, <br />C l0 V N <br />O LL >< <br />c C.L. <br />N � Q <br />to N <br />67 O J <br />Qx N Y <br />a s a' <br />nt <br />y E c <br />c E <br />ro p <br />a. <br />� l <br />10 <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 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N <br />W <br />a <br />Eoo <br />N J <br />V <br />0 <br />N g 0 r <br />to <br />vi <br />ti i` J <br />tl! <br />Q <br />rNi a # w <br />N J <br />LL <br />(� <br />J LL a <br />w <br />Z <br />= V a 4 <br />m (I s <br />O*. <br />W <br />L 0 <br />�'MN(p �c <br />m $ <br />W <br />2 <br />IL <br />ro_ <br />�; N 0 a <br />N <br />Z <br />OU <br />W <br />❑❑ <br />N O <br />O <br />113 <br />r- <br />M <br />V) <br />n <br />C2 <br />1 <br />11 <br />� <br />u. <br />TW'' <br /><n g <br />L <br />C=, p <br />m <br />U <br />DUOLL <br />0 <br />LLI 8 <br />U c <br />LLI J <br />E <br />8 <br />I <br />(� 0 <br />.0 0 <br />t16 <br />0 <br />cn <br />M <br />� 2 <br />C',v <br />a <br />a <br />t— cc <br />_ U <br />z <br />g E <br />4, <br />x <br />> t <br />a' <br />Q <br />(iLL <br />zz <br />8 ? <br />o� <br />a' <br />W`Q= <br />T <br />O? <br />,LLB <br />FA T <br />>� <br />J <br />^ <br />L , <br />N <br />m <br />�1 <br />^W'LO <br />C <br />M <br />T <br />j O <br />O <br />J <br />C <br />T <br />m <br />U) m <br />N <br />C <br />LO <br />COI <br />co o <br />ai <br />M <br />r. <br />00 N <br />I.() <br />M <br />Q <br />ai <br />w <br />_ <br />MLO <br />o <br />Z <br />N <br />Z <br />E T <br />N <br />c <br />U <br />Q p <br />JOB <br />NO: <br />23-06144 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.1 <br />