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9 <br />N <br />to <br />12'-0" <br />13'-0" <br />FT3GE <br />TYP. @ <br />CORNERS <br />00 <br />0 <br />/_0@ 24" <br />O.C. MIN. <br />Em <br />0 <br />5M <br />�, �6 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />2M <br />T <br />EM <br />FT7G <br />FT6 <br />I TY.P.- <br />PRG. <br />z <br />9 <br />F- <br />CY) <br />- WALL <br />0 <br />0 <br />FT8G <br />7 r <br />FT1 1 <br />-n <br />0 <br />FT13GE FT1 1 <br />. . . . . . . . . . . . . . <br />. . . . . . . . . . . . <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />;0 <br />TYP. <br />U.N.O. <br />CJ3B 00 <br />LO <br />CJ113 <br />.................. <br />IFTS <br />Em <br />f I <br />FT9 <br />FG3 <br />7 <br />D1 <br />A/ <br />jD 1 <br />03 co <br />5'-0- <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />ts4ut <br />6-8" <br />RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!5 25 ft <br />IIND SPEED (ULTIMATE) 140.0 MPH <br />IIND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY � C <br />EFFECTIVE WINDPF 'SSURE AND SUCTION (PSF) <br />WINDAREA VALUE DENOTES PRESSURE <br />(SO FEET) VALUE DENOTES SUCTION <br />AREA ROOF 2e 2n 2r 3 3e 3r <br />10 j HIP 1 -35.94 1 -49.57 -49.57 -49.57 <br />GABLE 1 -38.22 1 -38.22 1 -60.99 1 -60.99 1 -60.99 -78.58 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" D.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS41 (8d) NAILS @ 4" D.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: Y16" EXP. 1 eYls) or 1V3j'EXP. 1 0�116) <br />TILE: '532" EXP. 1 0�'jtl) <br />NOTE: <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 1%2", 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 />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />RAFTER W/ BLOCKING @ 16" D.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 />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:12] <br />a=4ft <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. <br />0 CONNECTOR SYP CA <br />A META12 1420 <br />A (2) (2)META12 1875 (1)PLY <br />1795 (2)PLY <br />B HETA16 1810 <br />C H2.5A 565 <br />b H3 400 <br />E META20 1450 <br />F HHETA2 2120 <br />G H10A 1040 <br />H FGTR 4725 <br />HTT5 4350 <br />HD3B 3130 <br />VGT R/L 2225 <br />VGT-F 1 4940 <br />2 ROWS 8d @ 6" O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />_\ L' <br />8d NAILS @ 6" O.0 ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />TO BLOCKING <br />11113MCCCS33:111= - - <br />(2) 12d NAILS TO-/, ROOF OR FLOOR <br />BLOCKING EACH SHEATHING <br />END (2) SYP#2 TOP PLATE <br />2X4 BLOCKING AT <br />EA. ROOF PANEL. <br />JOINT Aj 4E_QC <br />MAX ___z____­__LSTA30 EACH SIDE <br />TRUSSES-/ @ EACH END OF <br />WALL <br />N <br />LUS26 <br />1165/1060-- <br />P <br />HUS26 <br />1320/3235 <br />Q <br />HUS28 <br />1760/4095 <br />R <br />MTS12 <br />990 <br />S <br />VGT - M <br />4940 <br />T <br />(2) LGT3 <br />6570-M 6960- <br />U <br />MGT <br />3965 <br />2A SPF STUDS <br />@ 16" O.C. WALL <br />SEE C/S3 FOR <br />SET BACK 2" PER <br />ADDT INFO. <br />DETAIL C/S3 <br />SEE PLAN FOR DIM. <br />SEE FND. PLAN <br />LA <br />FOR FOOTING <br />SPECS. <br />INTERIOR SHEARWALL <br />@ TRUSSES <br />STEP-DOWN, WALL TO <br />TRUSS <br />SCALE: 1/2" = V-101" <br />LGT2 14060-M <br />SPF <br />FASTENERS <br />CONNECTOR <br />9 - 10d x 1 1/2" <br />HTA27- <br />1 <br />9 - 10d x 1 1/2" <br />9 - 10d x 1 1/2" <br />HTA16 <br />535 <br />10-8d <br />RT7A <br />320 <br />8-8d <br />RT3 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />10 - 10d x 1 1/2* <br />HTTA20 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <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 />- <br />3740 <br />5/8' ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />3050 <br />5/8"DIA. BOLTS <br />TDX2-TZ <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 />3555 <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 />1005/915 <br />8 - 10d x 3" <br />JUS26 <br />1335/2820 <br />20 - 16d x 3 1/2" <br />HUS26 <br />1720/3125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />3555 <br />w/ (16) 1/4"x 3"SDS <br />WOOD SCREWS AND (1) <br />5/8"ATR EPDXIED w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />4730-M 5010-F <br />wl (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 />3330 <br />22 -1 Od x (1) 518" ATR w/ 12- <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <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 />FASTENERS <br />SYP SPF I <br />870 1 1585 1 10 - 10d x 1 1/2" <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />2375 <br />11 - 10d x 1 1/2" <br />1020 <br />1160 <br />9 - 1 Old x 1 1/2% 8-1 Od <br />7100 <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4"x 6" <br />WEDGE -BOLTS <br />5795 j5/8'ANCH./(26)10dx1-1/2 <br />3295 1 2 - 5/8" DIA. BOLTS <br />1000/10 <br />2035/3400 <br />(20)16d x 3-1/2" <br />2950/5090 <br />- <br />30d - 1 6d x 3-1/2" <br />1195 <br />1005 <br />14-10tl x 1-1/2" <br />4175 22 -1 Old x (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />3100-M 4520-F 3100-M 3800-F w/ (32116D SINKERS & <br />(10) 1/4"x 3"WEDGE- <br />BOLTS (2-PLY) OR (32) 1 <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1 1310 <br />1 1245 <br />24-1 Old x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Old x 1 1/2" <br />Spi <br />555 <br />535 <br />10 - 10d <br />SPT22 <br />735 <br />8 - 1 Od <br />SP2 <br />1 1010 <br />1 605 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 <br />1 590 <br />1 555 <br />12-1 Od x 1 1/2' <br />HHCP? <br />680 <br />570 <br />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. <br />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 YGUN <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 <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 5'-O"ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />Fq (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 />ER_j <br />R <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN - ELEV-A <br />SCALE: Y4"=V-0" <br />0 co <br />0 IN <br />CID X <br />* <br />U LL_ a_ <br />cm- 0 <br />('0 C:) <br />L) C,4 <br />C: <br />E <br />0 <br />0 <br />76_ _0 <br />CC <br />-i� 0 0 <br />:3 C: U -t:: <br />0 LU <br />0 �VN <br />S % 4 <br />0 <br />r <br />F I- <br />0 <br />�ilf mat" t1i <br />0� <br />To the best of the Engineers knowledge, informabon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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