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v+ <br />3 <br />v <br />_ <br />a <br />rn <br />In <br />u7 <br />d <br />0 <br />r <br />Cn/ <br />0 <br />CD <br />CO <br />CN <br />J <br />M <br />Co <br />0 <br />CY— <br />M <br />_ <br />rn <br />L0 <br />lC� <br />p <br />C <br />Cr <br />00 <br />CO <br />CV <br />J <br />rn <br />I'M <br />CO <br />O <br />I <br />PI) <br />CN <br />cV <br />0 <br />L0 <br />v <br />N <br />v+ <br />0 <br />3 <br />iJ <br />Q <br />M <br />cV <br />0 <br />a <br />0 <br />E <br />0 <br />v <br />c <br />c <br />J <br />a <br />0 <br />v <br />U <br />J <br />LZ <br />CV <br />O <br />0 <br />0 <br />a <br />M <br />O <br />CD <br />L <br />N <br />O <br />0 <br />0 <br />W <br />Q <br />m <br />0 <br />TYP <br />(2) A <br />A A <br />S3 <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft <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 />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:12] <br />a=oft <br />�e <br />/ x, <br />- <br />.� tEJ• / I <br />(SQ 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 <br />78.58�---�------------r--- <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 />I 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: <br />O ! ! O I <br />„ <br />SHINGLE: 7/s' EXP. 1 (2%6) Or 15�sz EXP. 1 (��6) <br />I <br />TILE: 1y32" EXP. 1 (3�116) <br />I i r <br />NOTE: <br />I <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS <br />+-+ <br />I 191 <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32", 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 <br />a=oft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />GABLE <br />ROOF > 20 TO 45 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 />(2) <br />A <br />A <br />� M CJ1 <br />CJ3 <br />CJ5 <br />EJ7 <br />A <br />EJ7 S3 <br />EJ7 <br />EJ7 <br />EJ7 <br />7 <br />D1 EJ7 <br />G <br />(2)1 <br />X S5 <br />D <br />S5 _ <br />LO <br />NCJ3 <br />EEJ7 <br />11 I I <br />Q <br />co <br />—<11 <br />(2) <br />X <br />L 7 1 7 1 <br />G <br />Q <br />O <br />Q <br />- <br />¢ <br />to <br />a <br />co <br />¢ <br />a il <br />11 <br />1 <br />11 <br />11 <br />I 1 <br />Q <br />¢ <br />G <br />It <br />II <br />I <br />I <br />) <br />EJ7 <br />EJ7 <br />EJ7 <br />1 1 1 <br />EJ7A <br />"I <br />EJ7A <br />S3 <br />I <br />II <br />I <br />EJ7A <br />I <br />II <br />I <br />I <br />EJ7A <br />CO <br />Q <br />a—Q--aQ <br />Q <br />I <br />II <br />I <br />I <br />EJ7A <br />I <br />II <br />I <br />I <br />EJ7A <br />EJ7A <br />00 <br />- <br />— <br />--O <br />a <br />Q <br />11 <br />7 <br />J7A <br />o <br />EJ7B <br />m <br />D1 <br />I" <br />i <br />I <br />I <br />I <br />I <br />II <br />EJ7B <br />I <br />I <br />I <br />" <br />I <br />W <br />U <br />I <br />II <br />CJ5B <br />0 <br />CJ3A <br />LO <br />< <br />A <br />C <br />A (2) S3 A (2) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS <br />SYP SPF I SYP I SPF <br />A META12 1420 9 - 10d x 1 1/2" HTA20 1 1870 1 1585 1 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 />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />G <br />H10A <br />1040 <br />1015 <br />18 - 10d x 1 112" <br />RT16A <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <br />WOOD SCREWS AND (2) <br />112" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <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 />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 />P <br />HUS26 <br />1320/3235 ** <br />1335/2820 ** <br />20 - 16d x 3 1/2" <br />HUS26 <br />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <br />30 - 16d x 3 1/2" <br />HUS28 <br />R <br />MTS12 <br />990 <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <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 />1870 <br />1585 <br />10 - 10d x 1 112" <br />585 <br />515 <br />10 - 8d x 1 112" <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />2375 <br />11 - 10d x 1 1/2" <br />1020 <br />1160 <br />9- 10d x 1 1 /2% 8-10d <br />7100 <br />--- <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />3295 <br />2 - 5/8" DIA. BOLTS <br />1000/1080** <br />- <br />8 - 10d <br />2035/3400 <br />(20)16d x 3-1/2" <br />2950/5090 <br />- <br />30d -16d x 3-1/2" <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8" 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 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) 16CI <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 />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1010 <br />605 <br />12-10d <br />SPT24 <br />1090 1 <br />12-10d <br />HCP2 <br />590 <br />555 <br />12-1Od x 1 1/2" <br />HHCP2 <br />680 1 <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 />(A) <br />OR 2 PLY <br />;ARRIER <br />1-8-8 CLEAR GAP BETWEEN (6) 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 (8) (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). <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 />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />FX CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />C%j <br />0 <br />aJ -c <br />� <br />>1 Lai <br />o <br />W n G <br />M c—, r <br />c ca- <br />c; c� <br />r <br />Jo 0 a <br />� V y <br />� fY RJ <br />c E <br />r <br />.. <br />.N <br />I <br />-cs± <br />To the best of the Engineer's knowledge, infonnation and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />V) <br />W <br />Q <br />0 E <br />8 <br />u�, <br />C <br />o <br />�CN� <br />m <br />N CDA � w <br />C J w w <br />J LL tL Cl <br />aU, <br />_LU <br />Z <br />@� 0 <br />V1 <br />Co <br />o <br />rn rn m <br />W <br />LLZ <br />0�r 0 <br />O w <br />� MZ ¢ <br />� <br />;^ <br />N <br />O U U O <br />.L <br />Cn <br />W <br />❑ ❑ <br />- M <br />L N MO <br />o 0 <br />am <br />� O <br />4 <br />M <br />t ^ <br />v I <br />C <br />CU o <br />O <br />w o <br />Cy N <br />UML <br />INI^1 <br />O <br />`V <br />U � <br />c <br />U <br />S L <br />U o N <br />0 <br />0 <br />J <br />CIS r <br />LL <br />Q^ <br />o! <br />E VI <br />wr <br />o <br />a <br />o & <br />< <br />c� <br />UJ <br />cr <br />< � <br />o <br />z <br />>_ <br />o <br />U3 <br />w <br />�j <br />wLL <br /><o <br />m <br />� <br />c <br />ww <br />2 0 <br />> 'D <br />^^ '' <br />L / <br />LO <br />m <br />N <br />�\ <br />ca <br />U <br />00 <br />O <br />C.0 <br />Q <br />CD <br />Y <br />CV <br />S <br />N <br />� <br />W <br />m <br />LO <br />O <br />r <br />QI <br />0 <br />LL M <br />04 <br />r <br />CID 04 <br />,Q <br />mto <br />LO <br />0') <br />CD <br />T <br />< <br />r <br />LO Lr) <br />E <br />«!' <br />CO <br />O <br />Z <br />lO <br />Z <br />O <br />E O <br />N <br />E <br />c <br />U J <br />¢ 0 <br />J <br />JOB <br />NO: <br />23-06133 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />