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ROOF FRAMING PLAN <br />SCALE: %4"=1'-0" <br />SYMETRICAL <br />NOTE: <br />• SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS <br />• SEE SHEET 10 FOR BUILDING ROOF LAYOUT <br />W ASSIST <br />Ass+st, Inc. <br />~feted a appal, cve <br />47th <br />ita ;i;c , I a _ <br />y Debra ;. ' 0 <br />I SPECIAL CONNECTIONS I <br />S1 :(2) HTWM20 W/ (4) 1/4"x1 3/4" W.BOLTS TO CMU & (8) 10dx1 1/2 NAILS <br />:SIMPSON LGT3SDS2.5 W/ (12) SIDS 1/4"x2 1/2" TO GIRDER & (4) 3/8"x5 TITEN HD TO WALL PROVIDE 2x6x1'-0" <br />S2 #2 SYP SCAB @ BRG. W/ MIN. (8) 12d NAILS TO GIRDER BOTTOM CHORD <br />S3 :USP RFUS (2) (12) WS3 W/ (4) 3/4"x6" WEDGE BOLTS <br />S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />SIMPSON STRONG TIE I USP MANUFACTURING, INC. <br />Q <br />CONNECTOR <br />SYP vn <br />SPF <br />FASTENERS <br />CONNECTOR <br />SYP v <br />SPF <br />FASTENERS <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 />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <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 1/2" <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 />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <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" SIDS <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 />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dx1-1/2" <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 1/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />M <br />VGT - F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />x 2 1/2" SIDS 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 - 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 />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 - 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" SIDS <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" SIDS <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 -10d x (1) 5/8" ATR w/ 12" <br />EMBED wl 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/ 3 D SIWKERS & <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 />(19) 114" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 555 535 10-10d SPT22 735 8-10d <br />SP2 1010 605 12-10d SPT24 1090 12-10d <br />HCP2 1 590 1 555 12-10d x 1 1/2" HHCP2 680 570 (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 6-0" 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 />R 2 PLY CARRIER (A) <br />x CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RS H 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 />WINDAREA (+) 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 2r 3 3e 3r <br />7 <br />HIP -35.94 -49.57 -49.57 -49.57 _�> <br />10 GABLE -38.22 -38.22 60.99 60.99 -60.99 78.58 e <br />O <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): 2r <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 2r <br />e <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: I (1 n <br />SHINGLE: %s' EXP. 1 (2Y,6) or 1V32" EXP. 1 (32/16) <br />TILE: 1V32' EXP. 1 (3311'6) <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 1%32', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft <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 />ttt11ai1!!9; 6ii� <br />NN <br />C V <br />�••— <br />�s+ <br />(L � <br />~ c� <br />c� <br />B Q <br />W <br />W <br />U _\® <1 <br />z <br />r <br />.� <br />F LC) <br />�iQRQFESS10N0, <br />o� <br />2'''iIfl <br />t►►Iaaaa,ott�`e� <br />To the best of the Engineers 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. Engineers <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />M <br />v <br />ti <br />Q <br />N <br />D <br />� E # <br />0 O ° LL <br />V <br />C <br />N <br />S <br />.) Y ao N Lou ,0r- <br />N <br />R <br />cn C) <br />M <br />i <br />co <br />N LL u_ LL O W <br />. J rl' d <br />a <br />Z <br />r @ <br />(D <br />J Y O 0 <br />W <br />rn2rn°� m co <br />Lu w <br />I IL Z <br />� N Z ¢ R J <br />o U <br />U <br />zN <br />U J <br />W <br />F-1I]❑ <br />as <br />Z N M <br />O � <br />z � N <br />z o � <br />Q <br />J <br />E3 <br />N <br />M <br />z V <br />v <br />0 0 <br />+-1 <br />U <br />O <br />� N <br />F-- (7) <br />uss <br />v <br />RigE <br />C <br />w =ai <br />S <br />U o N <br />c u' m <br />O <br />® 0 <br />N m <br />r` <br />o <br />m <br />w <br />Cl) <br />a3 <br />z <br />U <br />CD-C) <br />E C) <br />z o <br />> <br />a� <br />CU <br />XOU <br />()O <br />C <br />O E <br />ON <br />&¢ <br />a z <br />a <br />oW <br />a z <br />L <br />o <br />0 <br />¢ o <br />tt� <br />'0 <br />- <br />Y <br />OZ 1 <br />z <br />U�J <br />010 <br />z <br />cp <br />2p <br />LL <br />dO <br />z <br />W <br />aLL <br />J <br />wW <br />>° <br />Mj <br />o <br />o <br />a§ <br />°§ <br />•� T <br />>� <br />C*14(D <br />r <br />W <br />E <br />CV <br />co <br />n <br />O <br />�— <br />co <br />\V <br />CV <br />o <br />L� <br />00 <br />N <br />C4 <br />N <br />CD <br />CD <br />0 <br />Co <br />f <br />oO <br />LO <br />r <br />w <br />o <br />Z <br />m <br />z <br />E O <br />ri <br />N <br />a <br />E <br />0 _j <br />¢ o <br />JOB <br />NO: 22-03339-03346 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />12 <br />