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F— <br />C14 <br />(n <br />7 <br />CN <br />rn <br />Cr <br />0 <br />-M <br />:2 <br />CD <br />01 <br />C� <br />�2 <br />�2 <br />1 <br />LO <br />C'4 <br />�2 <br />C14 <br />"-I- <br />C14 <br />C14 <br />r") <br />LO <br />�E <br />Cr <br />Cn <br />a <br />-0 <br />CD <br />t2 <br />t2 <br />I <br />L.0 <br />CN <br />�2 <br />C14 <br />CL) <br />V) <br />Cn <br />.G <br />-le <br />0 <br />-:3-- <br />C) <br />t�E- <br />rn <br />C14 <br />C=) <br />C14 <br />CL <br />E <br />C') <br />d) <br />E <br />0 <br />0 <br />C14 <br />C=) <br />C14 <br />im <br />Q <br />PO <br />C> <br />C14 <br />C14 <br />C) <br />�6 <br />JUNIT-A 15321 <br />IUNIT-C 16241 <br />IUNIT-C 16241 <br />SYMMETRICAL <br />NOTE: <br />SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS <br />SEE SHEET 10 FOR BUILDING ROOF LAYOUT <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 11/2" <br />6- 16d x 3 1/2" <br />HTA20 <br />1870 <br />1730 <br />9 - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLYI <br />10 - 10d x 11/2" <br />14- 16d x 3 1/2" <br />(2)HTA20 <br />2430 <br />9 - 10d x 1 1/2" <br />B <br />HETA1 6 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA1 6 <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 />RT7A <br />630 <br />1 510 <br />10 - 8d x 1 112- <br />D <br />H3 <br />400 <br />365 <br />8 - 8d 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 1/2" <br />HTA20-18 <br />1625 <br />1495 <br />9 - 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 - 1 Od x 1 1/2" <br />RT16A <br />1025 <br />900 <br />9 - 1 Od x 1 1/2% 8-1 Od <br />H <br />FGTR <br />4725 <br />34 <br />W1 (18) 1/4' x 3"SDS WOOD SCREWS AND <br />(2) 112"x 5"TITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />(12) WS3 WOOD SCREWS & <br />(4) 3/4" x 6" WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8"ANCH. / (26) 1 Odxl-1/2' <br />HTT45 <br />5795 <br />5/8" ANCH. /(26) 10d X2-1/2 <br />K <br />HD3B <br />3130 <br />3050 <br />5/8" ANCH./ (2) 5/8- STUD BOLTS <br />TDX2-TZ <br />3295 <br />5/8' ANCH./ (2) 5/8- STUD BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16) 1/4-4- SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10) 1/4N2-1/2- SDS <br />WOOD SCREWS & (1) 5/8" ATR <br />-- <br />M <br />VGT - F <br />4940 <br />3555 <br />N <br />LUS26 <br />1165/1150** <br />865n85** <br />8-10dx3" <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 />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1480/3520 — <br />30 - 16d x 3 1/2' <br />HUS28 <br />2950/5090 <br />--- <br />30d -1 6d x 3-1/2" <br />R <br />MTS12 <br />990 <br />850 <br />14 - 10d x 1 1/2" <br />MTW12 <br />965 <br />810 <br />14-10d x 1-1/2" <br />S <br />VGT - M* <br />4940 <br />3555 <br />(16) 1/4'x3" SIDS W-0-00-S-01TEWU <br />(1) 5/8' ATR EPDXIED W/ SIMPSON <br />SET & 12" # %RjV#gqC <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 501 0-F <br />(24) 114701 Ht:Wb <br />& (8) 318-4- TITEN HD (2 PLY) or <br />52 16d SINKERS (d FRAME <br />U <br />MGT -M* <br />3965 <br />3330 <br />I <br />(22)10d x 3"w/ (1) 518"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 -FA <br />1111 rid �LVA- QlfdVr:DQ I NAI TIMIT)IDDI) <br />IA'A I M � V I 11M I Wvl- npwA IT <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 351 0-F <br />12 PLY) or (60) 10d x 3-1/4' SINKERS @ FRAM <br />LUGT2 <br />331 0-M 4040-F <br />2920-M 3560-F <br />SCREW -BOLT or (64) 1 Od x 3* @ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(1 6)-1 Od x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />24-1 Od x 1 1/2" <br />Spi <br />1 555 <br />1 535 <br />10 - 10d x 3" <br />SPT22 <br />735 <br />1 <br />8 - 10d x 3" <br />SP2 <br />1 1010 1 <br />605 <br />12 - 10d x 3- <br />SPT24 <br />1090 <br />12 - 10d x 3- <br />HCP2 <br />1 590 1 <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 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 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 AREAS & 24" <br />OC FOR CARPET AREAS <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 POINT <br />SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) 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"OC. (+) <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. <br />SPLICING I W, <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 />(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 />2 PLY CARRIER—J <br />CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />I <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft <br />WIND SPEED (ULTIMATE) <br />140.0 MPH <br />WIND SPEED (ALLOWABLE) <br />108.4 M <br />EXPOSURE 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 />(SQ FEET) <br />(-) VALUE DENOTES SUCTION <br />[4:12]-[12:12] <br />a=4ft <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />10 <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />1 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"0.0 IN FIELD <br />ZONE3,3e,3r: ASTM F1667 RSRS-01 (8d) NAILS@ 4"O.C. ON EDGE AND 4" O.0 INFIELD <br />ROOF SHEATHING: <br />SHINGLE: Y16" EXP. 1 (2%) or 1%2" EXP. 1 03�16) <br />TILE: 1V32"EXP. 1 O�116) <br />NOTE: <br />1 . PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8"x 0.113") NAILS <br />(& 1@0 to <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED <br />161 <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 GABLE <br />a4ft <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 />ROOF FRAMING PLAN - STANDARD (STD <br />SCALE: Y4"=1'-O" <br />CCA 09/24/2020 <br />C2 ;v Uj <br />Co <br />C* <br />L4 C%1 <br />as <br />go <br />in <br />CD <br />C11> <br />C14 <br />C� <br />C14 <br />E14 <br />N <br />o/ 0 <br />%NO -`GENi*-,-- <br />N. 7 <br />t <br />STATE OF 411 z- <br />0. <br />so <br />', <N '- 0 FA <br />To the best of the Engineer's knowiedge. information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineees signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and sea]. <br />6) <br />W <br />c,, E Cq <br />4 0 8 R Go <br />0 20 u- <br />r-- rz. u� Lu <br />cc U- z <br />.6;; �0 0 <br />Z M c <br />Z M 9 0 <br />c4 <br />W 0 2 < <br />W 05 <br />Z Loo Fq z <br />cl) <br />unL <br />N <br />W <br />CD <br />< <br />� <br />V) <br />CD <br />Q <br />CA <br />uj - <br />0 LL-1 <br />v) 04 <br />Ln -B§ <br />u) <br />L—,u <br />E <br />< <br />C-4 0) <br />cl> <br />0 <br />z <br />u- <br />E <br />z <br />< <br />E 0 <br />D. <br />ro <br />C1 <br />E <br />�z <br />o <br />o" <br />< <br />. <br />oo <br />D, <br />c, a <br />o < <br />fo <br />t <br />o <br />z <br />z <br />U.) fo <br />o. <br />wm 2 <br />o <br />z <br />Qj) <br />. <br />o <br />z <br />�w <br />mo <br />o-.- <br />z <br />o <br />z� Q <br />o < <br />z <br />r <br />o <br />18 <br />m <br />1 <br />z <br />.2 <br />00 <br />—17 <br />C� <br />CO <br />LO <br />:3 <br />Cr <br />50 <br />U) <br />4- <br />04 <br />0 <br />LA-) <br />-0 cv) <br />LO <br />04 <br />-0 CD 0 <br />04 <br />< C) I- <br />Lo <br />C6 <br />E <br />04 <br />F <br />0 <br />z <br />C <br />E C) 4_) <br />E 'a <br />M <br />0 .8 <br />-j <br />JOB <br />NO: 23-13125-13130 <br />SCALE : AS NOTED <br />SHEET NO. <br />1 0 . 1 <br />