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0 <br />N <br />to <br />12'-0" <br />13'-0" <br />2 <br />D2 <br />FT3G E <br />1 TYP. @ <br />D2 CORNERS <br />0 <br />� O <br />80 <br />23 <br />A @ 24" <br />O.C. MIN. <br />O <br />..A <br />23 <br />J <br />S6 <br />ED <br />TYP. @ 2 STORY. <br />SEE JJ/S6 @ <br />STEMWALL <br />En <br />FT7G <br />1 <br />FT6 <br />0 <br />M <br />ZI <br />N.. 1 TY.P: <br />J-',BRG. WALL <br />Ll <br />a <br />O <br />O <br />m <br />FT8G <br />r FT11 <br />FT13GE ` FT11 <br />ZI <br />S6 <br />TYP. @ 2 STORY. <br />SEE JJ/S6 <br />s <br />@ <br />STEMWALL <br />(2) A <br />35 <br />22 <br />D1 FT9 (2) A <br />FG3 <br />7 <br />Di <br />= <br />CJ3B o0 <br />10 <br />CJ 1 B <br />9 <br />D1 <br />7 <br />D1 <br />v <br />A <br />TYP. <br />U.N.O. <br />�r <br />'- <br />L L <br />5'-0" <br />coo <br />A <br />S3 <br />TYP. @ 1 STORY <br />(SEE AA/S3 FOR <br />STEM OPT.) <br />B4GE <br />5'-8" <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />AND SPEED (ULTIMATE) 1"' MPH <br />AND SPEED (ALLOWABLE) 1014 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />(SQ FEET) (-) 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 / <br />10 <br />GABLE 38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58—t-----r— <br />I <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): i \�O <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD 1 \ Qri <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: I Q I I 1U I <br />SHINGLE: 16" EXP. 1 e%6) or ts/32' EXP. 1 03/16) i r <br />TILE: %2' EXP. 1 (33/16) � <br />NOTE: I I I <br />I— 1. PER PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/a' x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%2', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft <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 [4:12j-[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 @ 6" O.C. NOTE: END THE SHEAR WALL FRAMING DOES NOT EXT <br />8d NAILS @ 6" O.C. ABOVE THE ROOF, SUB -ROOF, OR FLOOR SHEATHING <br />TO BLOCKING <br />(2) 12d NAILS TO-/ <br />'-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 />JOINT AT 48" O.C. <br />MAX <br />LSTA30 EACH SIDE <br />TRUSSES --/ <br />EACH END OF <br />WALL <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 FIND. PLAN <br />FOR FOOTING ° <br />SPECS. <br />INTERIOR SHEARWALL @ TRUSSES <br />STEP-DOWN, WALL TO TRUSS <br />SCALE: 1/2" = 1'-0" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />Q <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 />HETA16 <br />1810 <br />9 -10d x 1 1/2" <br />HTA16 <br />1870 <br />1585 <br />10 -10d x 1 1/2" <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />kC <br />H3 <br />400 <br />320 <br />8-8d <br />RT3 <br />345 <br />305 <br />8 - 8d xMETA20 <br />1450 <br />7 -10d x 1 112" <br />HTA20-18 <br />1625 <br />1400 <br />10 -10d x 1 1/2" <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 112" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d 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 />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) 10dx1-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 10d x1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />518" 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 />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 />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 - 10d 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" 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 -10d x (1) 518" 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 />`Ar/ ( 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) 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 />590 <br />555 <br />12-10d x 1 1/2" <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 <br />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 (6) 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. Rt <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 />j (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 />11/ <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN - ELEV-A <br />00 : a .... <br />�i Co <br />U <br />N <br />di of Q <br />y co <br />> <br />°O O <br />4. <br />>d �W <br />SNy��9��a�6of <br />•, F, L. <br />.• <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 />CD <br />W c EID r- <br />Q O M 8 <br />_N a'- <br />O (V oo J <br />a) '0 J LL <br />eq co <br />Q cq Vn * L11 Lu <br />u_ Y <br />d U5Mv- a <br />JLLi_ I a Lu <br />13 z -� <br />Z r(ao <br />00 <br />2 •E , G X O <br />m <br />,, <br />W Ch¢ ¢ <br />•j a 0—d <br />C14Z_ <br />K M <br />OMN <br />LL <br />IL <br />Z UVU=0a <br />W E]011 <br />z N O <br />O <br />z <br />z <br />0 <br />J <br />L � <br />— N <br />t% <br />U) <br />V) Z <br />C1 <br />O <br />W <br />(y W <br />—701 <br />U <br />O W CSDv) Ln C N <br />�N7� <br />f6U) <br />U <br />W J <br />— E <br />tJ o <br />M <br />• <br />�Q <br />co <br />W <br />co <br />zazz <br />z <br />J <br />E <br />zoLr- <br />N <br />Q <br />z® <br />ca <br />t— C <br />U <br />�8 <br />WO <br />o¢ <br />zE <br />O <br />N <br />o <br />wo <br />¢- <br />az <br />¢W <br />L <br />mM <br />O <br />°E <br />¢w <br />w <br />o 1 <br />LLa <br />z <br />�W <br />W <br />�2 <br />oz <br />~- <br />�3 <br />� <br />z <br />=� <br />J <br />o <br />co <br />w, <br />i m <br />a <br />°z< <br />oF <br />O <br />co <br />J <br />cc <br />L <br />to d- <br />r <br />N <br />:3 <br />Cr s <br />T <br />^ U <br />vl o <br />m <br />(0 <br />i� <br />N <br />(:T) <br />N <br />NLo <br />Q r <br />T <br />ai <br />z <br />C`V <br />y N <br />o <br />Z <br />E N <br />Cl-U <br />Q <br />JOB <br />NO : 22-02367 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.1 <br />