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In. .11 <br />UPLIFT <br />CONNECTION <br />CROSS-REFERENCE <br />MARK <br />SIMPSON <br />STRONG <br />TIE <br />USP <br />MANUFACTURING, <br />INC. <br />0 <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />SP <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 - 1 Od x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <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 />I HETA16 <br />1810 <br />9 - 10d x 1 1/2" <br />HTA16 <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 />510 <br />10 - 8d x 1 1/2" <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 />3400 <br />w/(18)1/4"x3"SDSW0DU5' �W� <br />(2) 1/7'x FTITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />(12) WS3 WOOD S0qEVV9_&_ <br />K) 3/4"x 6"WEDGE-BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-112" <br />HTT45 <br />5795 <br />5t8' ANCH. /(126) 1 Od 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 BOL <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16) 1/4'xX SDS WOOD SCREWS & <br />HDU4.SDS2.5 w/ (10) 1/4'x2-1/2' SDS <br />WOOD SCREWS & (1) 5/8' ATR <br />M <br />VGT - F <br />4940 <br />3555 <br />N <br />LUS26 <br />1165/1150** <br />865/785** <br />8 - 10d x 3" <br />JUS26 <br />1050/1080** <br />840/950** <br />(8) - 1 Od 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 />30d -1 6d x 3-1/2" <br />R <br />MTS12 <br />990 <br />850 <br />14 - 1 Od 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 />�11) 111"x3' SIDS WOOD SCREWS & <br />1) 5/8" ATR EPDXIED W/ SIMPSON <br />LOW ROOF / FLOOR FRAMING PLAN — <br />STANDARD (STD) <br />SCALE: Y4"=V-0" <br />CCA 0 1 /25/2016 <br />T <br />1 (2) LGT3 <br />6570-M6960-F4730-M5010-F& <br />I <br />)3/8"x5"TITENHD(2PLY)or <br />MB) <br />16d SINKERS (a) FRAME <br />U <br />MGT <br />3965 <br />3330 <br />(22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" EPDXY <br />MUGT1 5 <br />4240 <br />3730 <br />(28) 1 Od x 3" (1) 5/8" ATR wl 12" <br />EMBED w/ USP CIA-7000C EPDXY <br />W <br />MGT - <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />32)10d x 34A"SINKERS & (14) TITEN TURBO <br />�2 <br />LUGT2 <br />331 0-M 4040-F <br />2920-M 3560-F <br />(32)1 Od x 3' & (10) 1 ANT -DEW <br />PLY) or (60) 1 Od x 3-1/4' SINKERS @ FRAME <br />SC R EW-BOLT or (64) 1 Od x 3' @ FRAM E <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 />555 <br />535 <br />10 - 10d x 3" <br />SPT22 <br />735 <br />8 - 10d x 3" <br />SP2 <br />1010 <br />605 <br />12 - 10d x 3" <br />SPT24 <br />1090 <br />12 - 10d x 3" <br />HCP2 1 <br />590 1 <br />510 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />595 1 <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 RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 03-14-22 <br />LOADS — ROOF = L / 360 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 />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) 20 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 <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 />ra <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />RSHI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />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) HIP ROOF >20 TO 45 DEG. <br />WIND AREA VALUE DENOTES PRESSURE <br />(SO FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />ArIM/A mf-"r I ze 2n zr j je ir <br />10 HIP -35.94 49.57 49.57 49.57 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -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"O.0 IN FIELD <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 />SHINGLE: Y18" EXP. 1 (2y16) or 1%2"EXP. 1 (3�/16) <br />TILE: 1V32" EXP. 1 e2116) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE T08d (23/8"xO.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED <br />WITP AQTRA PlAA7 P1_PQ_WA 1111,1 ill/_- � n I'll"% MAII Q nD AQTRA f:IAA7 0QDQ_AA /11- 11M KIA11 Q <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=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />:W W <br />1c: 0�1 <br />LA- <br />44 <br />Cii, C= cc <br />GO <br />CL <br />CU 0 <br />Q --cc <br />3: <br />cr- <br />E <br />0 <br />Cl> <br />C14 <br />C� <br />04 <br />C14 <br />L <br />%% 0 E IV <br />N o <br />0 STATE or- <br />0 A- <br />R <br />........ * * <br />fd"Ory 6,�_ <br />'"10 1;1 tits". <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 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E 8 <br />C) Cn 8 <br />C,4 <br />C14 <br />0 1? — 0.0 *6 <br />0 J:31 "121 W <br />0) N (L W <br />49 c:-j a. <br />CC <br />_j LL LL. <br />103 <br />Z r <br />I Nis 6 <br />W <br />W 0.) _1r_z <br />z &6 OLLI <br />1.0, Z Q� <br />ce) <br />I IL <br />C1`1 W <br />z b <br />W <br />0 cl) V) <br />2 - <br />cl - <br />cla 11) <br />cl <br />C� i!e- <br />0 LLJ <br />ul <br />Ul <br />U) <br />U <br />C) <br />< <br />1z <br />g E <br />E <br />'0 <br />0. <br />'T <br />E <br />z <br />d) It <br />1z <br />Z <br />ro <br />C <br />10 <br />z <br />W <br />C§ <br />P <br />0 Y� <br />!Z5 00 <br />0 <br />(13 <br />CN <br />0 <br />C_�j <br />co 00 <br />C`4 <br />M <br />=) 'r— <br />00 <br />60 <br />M <br />oo <br />0 cv) <br />CN <br />L0 <br />-0 04 <br />C) <br />LO <br />=5 <br />.0 C-4 <br />0 <br />Lo <br />r <br />z <br />E <br />E <br />0 <br />M <br />JOB <br />NO: 23-13121-13124 <br />SCALE : AS NOTED <br />SHEE7 NO. <br />9.1 <br />