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I I ' <br />v+ <br />A <br />I <br />0 <br />S <br />0 <br />311 <br />I <br />co <br />0 <br />J <br />N <br />i <br />I <br />N <br />4- <br />v <br />t5i <br />d; <br />i <br />Lo <br />_N <br />1 <br />_N <br />1 <br />0 <br />c <br />Q <br />CD <br />91 <br />FL <br />E <br />0 <br />S <br />y <br />LL <br />0 <br />8 <br />:a <br />LZ <br />0 <br />N <br />0 <br />O <br />CL <br />N <br />N <br />N <br />0 <br />a <br />v <br />a� <br />N <br />ENGINEERED <br />CLADDING W ND PRESSURES AND SUCTIONS FORM AN ROOFOHEIGHT 5T 5 ftND <br />RSH <br />VIND SPEED (ULTIMATE) 140.0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />(SO FEET) (-) VALUE DENOTES SUCTION I [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 1 -60.99 1 -60.99 1 -60.99 <br />I � <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 I \� <br />I 1 <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (Sd) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I <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 Q <br />SHINGLE: 3/16' EXP. 1 (2546) or 1Y32" EXP. 1 (33�6) I <br />TILE: %2' EXP. 1 (3Y16) I <br />NOTE: I <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN tV32', SHEATHING SHALL BE FASTENED L . L I <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 />a=oft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS <br />A <br />META12 <br />1420 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 -10d x 1 112" <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 />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 1 112" <br />HTTA20 <br />2375 <br />11 - 10d x 1 112" <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" 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 />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 1 0dx1 -1 /2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD313 * <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 />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 />WALL LEGEND <br />x2IQ" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />8'-8" TOP OF MASONRY WALL <br />T� GARAGE <br />(GARAGE) <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 />9'-4" TOP OF MASONRY WALL <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 />18'-8" TOP OF MASONRY WALL <br />S <br />VGT - M <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND (1) <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />18'-8" TOP OF MASONRY WALL <br />2ND FLOOR ONLY. NO FIRST <br />FLOOR BELOW. <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 />-2HOUR FIRE RATED SEPARATION <br />WALL <br />4 4" TOP OF MASONRY WALL <br />(LANAI) , W/ SHAFT LINER ABOVE <br />TO BOTTOM SIDE OF DECKING <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) 16 <br />SINKERS FOR FRAME <br />-2HOUR FIRE RATED SEPARATION <br />WALL <br />-18'-8" TOP OF MASONRY WALL, W/ <br />SHAFT LINER ABOVE TO BOTTOM <br />SIDE OF DECKING <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 <br />12-10d <br />-2HOUR FIRE RATED SEPARATION <br />WALL <br />-20'-0" TOP OF MASONRY WALL, W/ <br />SHAFT LINER ABOVE TO BOTTOM <br />SIDE OF DECKING <br />HCP2 <br />1 590 <br />1 555 <br />12-10d x 1 1/2" <br />1 HHCP2 <br />680 <br />570 <br />1 (20)10d x 1-112" <br />MINIMUM 3" MEMBER <br />** REACTIONS <br />*}* DO NOT DRIVE <br />ALL EPDXY <br />NOTE: DOUBLE <br />ARE FOR ROOF <br />NAILS THROUGH <br />ANCHORS SHALL <br />FELT REQ'D <br />LOADS ONLY <br />THE TRUSS PLATE <br />USE SIMPSON <br />ON ROOF PITCHES <br />ON THE OPPOSITE SIDE OF THE TRUSS, <br />"SET" OR USP CIA-7000C (SEE MANUFACTURES <br />3/12 & LOWER. <br />WHICH COULD FORCE THE PLATE <br />SPECS) <br />OFF OF THE TRUSS. <br />REVISED 12-02-20 <br />TYP. INTERIOR WALL <br />LOADS — ROOF = L 1360 FLOOR = L 1480 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 />BEARING WALL <br />NOTE: <br />• SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS <br />• SEE SHEET 11 FOR BUILDING ROOF LAYOUT <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />lWAa AT1TI016L <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MASONRY WALL <br />OR BEAM <br />SEE TRUSS PLAN <br />8d NAILS AT <br />4" O.C. <br />SEE PLAN FOR <br />VALLEY TRUSS <br />INFO. <br />MASONRY WALL BELOW: <br />a.. SIMPSON HETA16 @ 4'-0" <br />O.C. TO GABLE TRUSS BEAM <br />BELOW: SIMPSON HTS20 @ <br />4.. 4'-0" O.C. TO GABLE TRUSS <br />COMMON TRUSS <br />a.. SEE ROOF PLAN <br />FOR CONNECTION <br />SECTION AT HIP GABLE <br />SCALE: 3/4" = 1'-0" <br />ROOF FRAMING PLAN <br />SCALE: 1/4"=V-0" <br />12 <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'j <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) 20 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, Rt <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 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 />V1 <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />e+rs <br />CV <br />N ' c <br />0 N. t1! <br />m a� o <br />W aj <br />c".a <br />LL Li-0. 0- <br />C <br />� a <br />H yca� <br />o <br />61 V e 4 <br />o u as <br />N O. <br />E <br />eo 0 <br />a ca <br />0 <br />i`\`N\\�\111111111t1f//// <br />eO WN <br />.N` <br />Q; <br />.._ <br />Q 3 okQ�, <br />U C pA_ <br />N <br />a�OF E S $1O�i\`,` <br />��''�a•rll I 1 I INtt���<<° <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 Florida Building Code - <br />Residential <br />7th Edition. 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