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'111, , 1:11111110 11 <br />9 <br />N <br />(0 <br />12'-0" <br />13'-0" <br />FT3GE <br />TYP. @ <br />CORNERS <br />0 <br />60 <br />�!!Q <br />24" <br />/A <br />—GO.C. MIN. <br />L— <br />LIQ <br />0 <br />252 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />T <br />FT7G <br />FT6 <br />TYP.. <br />L1 <br />En <br />C? <br />F- <br />NN�,BRG. WALL <br />01 <br />2�2 <br />0 <br />0 <br />FT8G <br />2Sj <br />FT13GE <br />I <br />FT1 1 <br />5;zI <br />-n <br />G) <br />FT1 1 <br />WL­ <br />. . . . . . . . . . . . <br />�6 <br />><I <br />TYP. @ 2 STORY. <br />SEE JJ/S6 <br />-n <br />@ <br />Lj., <br />....... <br />><I <br />STEMWALL <br />35 <br />ET9 <br />D1 FT9 <br />FG3 <br />r7 <br />7� <br />_j D <br />LEI! J1 U� IL3 <br />CJ313 00 <br />L0 <br />CJ 1 B <br />U I <br />r7 <br />DI <br />co <br />TYP. <br />U.N.O. <br />7 <br />6-0.1 <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />134GE <br />5'-8" <br />RI <br />S1 <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <br />VIND SPEED (ULTIMATE) <br />1" ' MP <br />VIND SPEED (ALLOWABLE) <br />1014 MPH <br />:XPOSURE CATEGORY <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />HIP ROOF >20 TO 45 DEG. <br />WIND AREA <br />VALUE DENOTES PRESSURE <br />a=4ft [4:12]-[12:121 <br />(SQ FEET) <br />VALUE DENOTES SUCTION <br />AREA <br />ROOF <br />1 <br />2e <br />2. <br />2, <br />3 <br />---r <br />3e <br />3r] <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />G <br />--T 7­ <br />, (D <br />�\\�j <br />10 <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />t <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />I k <br />71 <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />I I <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND4" O.0 IN FIELD <br />Q <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/ <br />16" EXP. I CY, 6) or 1 V32" EXP. 103/16) <br />0 <br />TILE* 1Y32" EXP. 1 C3/16) <br />NOTE: <br />1 . PER CODE ASTM F1 667 RSRS-01 REFERENCE TO 8d (2 V8" x 0.113") NAILS <br />W, —lie s1F z <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", 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 />, <br />a=4ft <br />3. GABLES- DROP GABLE END & (1) ADDIT IONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER GABLE <br />ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[4:12]-[12:12] <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 @ 611 O.C. NOTE: THE SHEAR WALL FRAMING DOES NOT EXTEND <br />-\ E <br />8d NAILS @ 6" O.C.---\ ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />TO BLOCKING <br />(2) 12d NAILS TO—/ <br />2 �--ROOF OR FLOOR <br />BLOCKING EACH <br />SHEATHING <br />END <br />2X4 BLOCKING AT <br />(2) SYP#2 TOP PLATE <br />EA. ROOF PANEL <br />;kLWALL <br />JOINTAT48"O.C. <br />MAX <br />LSTA30 EACH SIDE <br />TRUSSES--/ <br />@ EACH END OF <br />2x4 SPF STUDS <br />@ 16" O.C. WALL SEE C/S3 FOR <br />SET BACK 2" PER ADD'L INFO. <br />DETAIL C/S3 <br />SEE PLAN FOR DIM. <br />SEE FND. PLAN <br />FOR FOOTING <br />SPECS. <br />INTERIOR SHEARWALL @ TRUSSES <br />STEP-DOWN, WALL TO TRUSS <br />SCALE: 1/2" = V-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FAS TENERS <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 />9-10dxl 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 />3 - 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 1 112" <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 - I Od x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 1 Od x 1 112% 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />wl (18) 1/4" x 3" SIDS <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 Odxl -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 />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <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 />M <br />VGT-F <br />4940 <br />3555 <br />wl (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 />100011080** <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 />Q <br />I 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 Old x 1-1 /2" <br />S <br />VGT-M <br />4940 <br />3555 <br />w/ (116) 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 HD (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 wl 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 />31 00-M 4520-F <br />31 00-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 10 - 1 Od SPT22 735 8 - 1 Od <br />SP2 1 1010 605 12 - 10d SPT24 1090 12- 10d <br />uo ---1 12-1 Od x 1 1/2" 570 (20)1 Od x 1-1 /2" <br />HCP2 590 555 1 HHCP2 680 <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 />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") <br />muaovv�o inuoa 1�r�nur�U�W�vcnl 111ILMOLU11INU <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 (6) 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 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 />(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"=V-0" <br />Go <br />C%4 0 <br />LAJ <br />C= <br />cc C-; C�4 <br />LA- cl- <br />cc C= <br />C'4 <br />CU <br />C= <br />CZ <br />0- <br />N% <br />& <br />X/ <br />0 <br />0 r <br />F E <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />�� v) <br />Milli W <br />0 0 <br />0 c) <br />( <br />0 00 N <br />0? <br />W <br />:3 <br />00 r— <br />N C) <br />ca LL LL EL <br />uj <br />6- <br />Z ia E <br />0 <br />W 0 C) <br />W co uj <br />20 C) <br />ce) Z <br />IL <br />IL <br />C14 <br />< CE 0 <br />d <br />0 <br />z 0 C/) <br />W 110 <br />co <br />U) V) <br />.2 <br />LLJ <br />Lij <br />U) <br />Oft <br />U <br />LU <br />8 <br />C) <br />U) <br />C:, <br />C11> <br />cy� <br />0 <br />< <br />__j <br />LL- <br />03 <br />CL 8 <br />E <br />co <br />0 <br />Q <br />�. <br />'0 <br />0 <br />z <br />E <br />C14 03 <br />t <br />�0 <br />z <br />=3 <br />< Z <br />< <br />'0 <br />10 <br />z <br />U) <br />z <br /><. <br />20 <br />U) <br />0 <br />W <br />01 <br />C-0 <br />00 <br />z < <br />3: <br />0 <br />0 cy) <br />> <br />CU <br />CID r1-1 >1 <br />CY) <br />co <br />n c) 3: <br />< <br />cc <br />CL <br />00 <br />CN <br />LO <br />0 <br />co 04 <br />0 <br />CN <br />C) <br />0 C:) <br />Lq <br />Q0 <br />E <br />CY) <br />0 <br />z <br />E <br />FL <br />E <br />-0 <br />0 < <br />a) <br />—j <br />JOB <br />NO: 22-09401 <br />SCALE : AS NOTED_ <br />SHEET NO. <br />6.1 <br />!Z� <br />