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— _ r <br />0 <br />cv <br />12'-0" 13'-0" <br />2 TYP.@ <br />/_E) <br />CORNERS <br />FT3G E <br />0 <br />co <br />N O <br />A @ 24" <br />O.C. MIN. <br />O <br />T <br />--I <br />J <br />S6 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />ED <br />FT7G <br />1 <br />L1 <br />FT6 <br />0 <br />M <br />N --E]TYP. <br />RG. WALL <br />4 <br />cn <br />a <br />O <br />O <br />m <br />FT8G <br />rFT11 <br />r <br />0 <br />FT13GE L-- FT11 <br />r— <br />BRG. WALL <br />CEE <br />J <br />S6 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 <br />@ <br />STEMWALL <br />(2) A <br />35 <br />22 <br />D1 FT9 (2) A <br />FG3 <br />GD1 <br />CJ3B co <br />CJ1B <br />9 <br />D1 <br />7in <br />D1 <br />f <br />A <br />TYP. <br />U.N.O. <br />v <br />L L <br />W <br />5'-011 <br />co <br />A <br />S3 <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />B4GE <br />5'-8" <br />ENGINEERED <br />CLADDING WIINDFPRESSURES ANDOSUUCTIONIS FORM AN ROOFOHEIGHT <T 5 ftND <br />RSH <br />✓IND SPEED (ULTIM0 MPPAT44✓IND SPEED (ALLOWABLE)10MXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />(SQ FEED (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=oft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP -35,94 -49.57 -49.57 -49.57 1 <br />10 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 <br />I <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k <br />I <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 I \1 <br />®I 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: j Q <br />SHINGLE: 7/s' EXP. 1 CY16) orl%32" EXP. 1 O�/16) <br />TILE: tJZ'EXP. 1 H/16) i I <br />NOTE <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%2', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'/z" 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 />2 ROWS 8d @ 6" O.C. <br />8d NAILS @ 6" O.C.Z <br />TO BLOCKING <br />(2) 12d NAILS TO — <br />BLOCKING EACH <br />END <br />2X4 BLOCKING AT <br />EA. ROOF PANEL <br />JOINT AT 48" O.C. <br />MAX <br />TRUSSES--/ <br />2x4 SPF STUDS — <br />@ 16" O.C. WALL <br />SET BACK 2" PER <br />DETAIL C/S3 <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />SEE FND. PLAN , . 2- <br />FOR FOOTING <br />SPECS. <br />-ROOF OR FLOOR <br />SHEATHING <br />(2) SYP#2 TOP PLATE <br />LSTA30 EACH SIDE <br />@ EACH END OF <br />WALL <br />SEE C/S3 FOR <br />ADD'L INFO. <br />EE PLAN FOR DIM. <br />INTERIOR SHEARWALL @TRUSSES <br />STEP-DOWN, WALL TO TRUSS � <br />SCALE: 1/2" = 1'-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />O <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% 8-10d <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 />--- <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) 10d x1-1/2 <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" 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 />x 2 1/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />N <br />LUS26 <br />1165/1060 — <br />1005/915 ** <br />8 - 10d 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 />- <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 -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 1Od x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />S <br />VGT - M <br />4940 <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 />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 />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED wl 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/ 2 INKERS & <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 />"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 />HCP2 <br />1 590 <br />1 555 <br />1 12-10d x 1 1/21,1 <br />HHCP2 <br />680 <br />570 <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 REQ'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 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) 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 5-0" 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 />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN -A <br />SCALE: Y4"=1'-0" <br />N <br />tS� <br />C%4 <br />W <br />o <br />ci 22-X- <br />!O f"i N <br />,a LA_ <br />v eo q a <br />>e. <br />y Z3 t <br />C ra <br />CN <br />ao c <br />3' cc <br />ep 0 m <br />m a � <br />� E <br />o <br />a c., <br />C3 <br />t✓ <br />• ... °x <br />t '• <br />A <br />k: <br />3- <br />0 <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />WpY Y <br />' d' E �' o 0 8 <br />0 -5 W � N � <br />H �CqtiA <br />4i_Cq LL <br />3..' N LL L.L f1 <br />J Lu <br />Z L m z �i <br />tt W �'N�� 3: O <br /><4�a'� m <br />Z cD <br />N N Z Q <br />LL Cl)J <br />N <br />0 co <br />2 cMv �n <br />0 0 <br />Z <br />Q <br />J <br />N <br />U) <br />c') <br />N� z <br />W (D o <br />i--J <br />(Q w <br />j[�+ <br />it <br />p w oJAML <br />N <br />�Ln w <br />U <br />w <br />>_ <br />s <br />• <br />U o N <br />C_ <br />® <br />® <br />Q N <br />�� <br />~ <br />o110 <br />_ <br />w <br />z <br />a <br />U_ <br />E <br />zo <br />o <br />;= <br />E lJ <br />o a <br />H (U <br />�0 <br />�o <br />E <br />a 4 <br />C, <br />ro <br />as <br />`ice <br />az <br />wz <br />O U <br />'0 <br />Z F <br />m <br />m <br />QW <br />U <br />Zo <br />U <br />(n SS <br />T <br />o <br />wLL <br />�R <br />a <br />�w <br />=k <br />m <br />�z <br />�3 <br />x <br />o <br />M <br />w� <br />>o <br />d ? <br />�O <br />> CV) <br />J <br />Om <br />m <br />c� <br />N <br />M <br />ICU <br />C) <br />LO <br />:3 <br />:3N <br />LO <br />^ <br />Q <br />o <br />CT <br />J <br />'^ <br />U) o <br />m <br />O <br />�i <br />LL <br />cF' <br />O LL <br />0 cY) <br />O <br />co <br />LO <br />N <br />Q O <br />r- <br />00 <br />C� <br />o <br />z <br />z <br />j6 <br />E O U <br />ca <br />U <br />a <br />_j Q p <br />JOB <br />NO: 23-00509 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.1 <br />