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RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 25 ft <br />IIND SPEED (ULTIMATE) 140.0 MPH <br />�IND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA VALUE DENOTES PRESSURE <br />(SQ FEET) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF I 22e 2n 2r 1 or <br />10 HIP -35.94 -49.57 -49.57 1 -49.57 1 1 <br />rGABLE -38.22 -38.22 1 -60.99 1 -60.99 1 1 -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: 3/jr," EXP. 1 CY16) or 1V32" EXP. I H/16) <br />![LL 19/32" EXP. 1 (3�1'6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2Y8"x0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS <br />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 />W1 BLOCKING PER NAILING SCHEDULE. <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />C14 <br />C:) <br />LO <br />C) <br />_j <br />C I D <br />1-0 <br />L0 <br />L0 <br />Cr <br />U) <br />C, <br />-0 <br />7<0 <br />C14 <br />C=) <br />0"1 <br />C <br />P") <br />C-4 <br />Cli <br />L0 <br />C� <br />L0 <br />CD <br />Lr) <br />L0 <br />V) <br />C14 <br />C) <br />E <br />U3 <br />(D <br />E <br />0 <br />C, <br />ry <br />-2 <br />0. <br />(D <br />LZ <br />U-) <br />C14 <br />C) <br />C14 <br />Qf <br />LLJ <br />S <br />0 <br />U) <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE 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 <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 - 1 Od x 1 1/2% 8-1 Od <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 />7100 <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) 10dxl-1/2" <br />HTT5 <br />5795 <br />5/8'-ANCH./(26)10dx1-1/2 <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" S DS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />X 21/2" 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 - 1 Od x 3" <br />JUS26 <br />1000/1080** <br />--- <br />8 - 1 Od <br />P <br />HUS26 <br />1320/3235 <br />1335/2820 <br />20 - 16d x 3 1/2" <br />HUS26 <br />2035/3400 <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 -1 6d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1 Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od 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 501 0-F <br />w/ (24) 1/4" x 3" SIDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HID (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />U <br />MGT <br />3965 <br />3330 <br />22 -1 Od x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od 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) 16C <br />SINKERS FOR FRAME <br />"X" HTS 20 1310 1245 24-1 Od x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" <br />Spi 555 535 1 10 - 10d SPT22 735 8 - 10d <br />SP2 1010 605 1 12 - 10d SPT24 1090 12 - 10d <br />HCP2 1 590 1 555 1 12-1 Od x 1 1/2" 1 HHCP2 1 680 1 570 1 (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. 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 />(A) <br />1k <br />OR 2 PLY <br />ARRIER <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />r�o I C14 �MUn kD1 I MUOO VVED IV E�I�n ^ MUSS 10P �,rIVMUIW rVr_rAT 11,41CMOCU 1 114" <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 ("). (B <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 H <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 N <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 R 2 P LY CAR �I E R—J <br />INTERSECTIONS SPLICING w/2xCONTLED ER <br />TO BE STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE F-O" 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 />C= <br />C%j <br />cm <br />C-A <br />co CO >< <br />LA - <br />cc <br />'in <br />(A <br />IC <br />I" <br />LI <br />U <br />cc <br />E <br />CP <br />js� <br />j C14 <br />4", <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 7th Edition, Engineers signature and seal is only for <br />the structural engineedng portions of the drawing pages bearing <br />Engineers signature and seal. <br />4 W <br />E <br />Lo8 <br />(M <br />0 0? <br />4UY L)�, C, C) <br />61 <br />L Uj <br />x, e� g _-, 7� 1 a - <br />co LL L.L <br />@, Iii _j - W <br />(L <br />z CU C <br />= .9 0 <br />vs, 11 , i 1— �; 0 <br />W C� <br />0.� 13,i <br />%W Co Lu <br />A z - 0 <br />N, N CO Z <br />LL a U, d 0 <br />z L) W <br />� ft, W 110 <br />0 n� �p <br />20 <br />C3- <br />U) v) <br />0 <br />CZ3 <br />LU <br />U <br />0 <br />V) C, <br />V) <br />U) <br />E <br />LU <br />< <br />`0 0 <br />CD <br />co <br />M z <br />log z< <br />U_ <br />C6 E <br />g_ 0 ­ Z, <br />E <br />0 <br />�-M_ ni 00 <br />z< 0. <br />,=3 E Y, .< <br />o z <br />z z <br />t <br />C0 <br />0 <br />z <br />z <0 <br />C) z <br />U <br />CA) <br />C, <br />381: <br />2 00 3: <br />0 <br />.— C) <br />LO <br />LO M <br />n <br />C%4 <br />co C:) <br />:3 U") CL L0 <br />C:) 0 <br />Cr 0 C) <br />L) <br />U) .2 <br />C0 4� CO -t LO <br />0 <br />UL co <br />< 0 CNI c) <br />C) <br />ce) <br />LO <br />LC) U') <br />6 <br />E <br />CU i6 <br />z Y) co <br />E <br />E <br />0 CU a) <br />0 < 0 1 _j - <br />JOB NO: 23-06129 <br />SCALE : AS NOTED <br />SHEIET NO. <br />7 <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />SCALE: Y4"=1'—O" <br />Z <br />