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LO <br />Lo <br />C�4 <br />r- <br />LO <br />C�4 <br />�2 <br />LO <br />C14 <br />LO <br />LO <br />Ln <br />LO <br />CID <br />CN <br />LO <br />t2 <br />I=> <br />Cli <br />ILL) <br />C=! <br />LO <br />C7, <br />0-4 <br />r") <br />C7 <br />Cal_ <br />E <br />C0 <br />CD <br />E <br />0 <br />16 <br />0 <br />9 <br />0 <br />LZ <br />1") <br />�R <br />C�4 <br />C14 <br />C14 <br />Li <br />25; <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />__Z:7 <br />INSULATION — <br />BAFFLE <br />INSULATION <br />CHART ON FLOOR <br />PLAN <br />5/8" OR 1/2" HIGH STRENGTH CEILING - - - - - - - -- <br />BOARD PER CODE W/ 13/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P,F. TOP PLATE - ATTACH 2x STUDS <br />TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ <br />CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />16" O.C. 2X S.P.F. STUDS <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W1 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA��Iiiii,,ii,, <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOORSYSTEM// <br />\,PER PLAN <br />All <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE "X" @ GARAGE ONLY) W/ 13/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8'O/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP BOTTOM OF <br />SHEATHING TO <br />BAND JOIST TYPICAL <br />Ix WD FURRING @ 24" O.C; <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />M IN. PSI MAY VARY PER <br />MUNICIPALITY <br />4 <br />'4 <br />A A <br />A <br />1=1 I — :. :q- I . <br />Cn <br />'41 <br />A <br />E <br />N <br />A. <br />4 <br />6x6 W1.4xW1.4 ;d <br />IE��11_11_111 <br />WWF OR FIBERMESH <br />J, <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE W/ ASTM D7158-CLASS G or <br />H, or ASTM D3161 -CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6. 1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />FRAMING SHEET FOR <br />SCHEDULE - [RSH] - ON <br />SHEATHING AND FASTENERS <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL SOFFIT SHEET SS <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1X2 NAILER <br />Uj PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />Uj <br />: <br />Lu <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />_j LAYER 1/8" THICK. <br />UJ <br />u_ = <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />6 S6 <br />---METAL SEAT <br />OR FELT <br />IPAPER FOR <br />MOISTURE <br />BARRIER <br />STD, 90 NOOK (SEE DETAIL) <br />8"X8"X16" CONIC. KNOCKOUT <br />BILK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />-ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />4"x4" INSPECTION PORT AT <br />LL <br />x <br />EACH FILL CELL TYPICAL <br />UJ <br />C/) <br />13- <br />AT GARAGE CONTRACTOR <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />INISH GRADE 00 <br />\—STD. 90 *HOOK <br />5M <br />. . . . . . . . . . . I ... I ... I I 1= <br />(3) # 5 REBAR ON 3" CHAIR 11-81, (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" <br />TYP 2—STORY WALL SECTION <br />REV. 03.16.21 <br />SCALE: 3/4"=V-011 <br />SIM PSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP wl (8) 1 Old x 1 1/2" <br />NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D <br />JOIST AT EA. STUD <br />2nd FLOOR WALL ------ <br />BAND JOIST <br />*SIMPSON LTP4 W/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL— <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 1 Old x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />kTE W/ <br />O.C. <br />)OR TRUSSIJOIST <br />2x STUDS @ 1"' ' ' <br />2"x BOT, PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIC <br />FLOOR CONNECTION <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" 12 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />U <br />INSTALLED PER. MANUF. <br />U <br />C <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" <br />FOR ADDITIONAL INFORMATION. <br />@ WOOD 1 ST FLR. <br />SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <br />2"x BOT, PLATE W/ <br />(2) 1 Od @ 6" 0. C. <br />NOTES: * USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />'IT" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS <br />rN <br />SCALE: N.T.S. <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />f FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />60 <br />SEE FRAMIN G WEEPSCREED <br />9 K <br />PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRAC E @ 48" \\—SIMPSON HETA20 W/ (8) 10dxl 1/2" <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1 Odx3" @ EA. BLO KING& MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION rR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 1/4" x 2 1/4" TITEN <br />SCREWS TO MANSONRY <br />WALL PER STRAP <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION <br />TRIL <br />B.U.C. <br />(8) 1 Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />.1 N.T091 vk <br />ETAIL (F <br />D LOOR TRUSS) <br />60 <br />SCALE: 1 1/2"=V-0" <br />1,,�6� <br />NOTE: SEE TYPICAL WALL <br />I SEE SHEATHING <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />SPECS ON FLOOR <br />1/2" GYP W. B. M IN.@ <br />GARAGESIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY— <br />@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 1 U-101" (R302.1 1) [—EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />SIMPSON SP1 W/ (10) 10d <br />NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. <br />2X P.T, PLATE r6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) <br />I r <br />A <br />,+I[ r�T' il 1-111-111-11 (3) #5 CONT. ON 3" <br />--I I—, __M M <br />C <br />8' V-811 8 HAIR W/ 3" MIN. <br />�E <br />—STORY FRAME SECTION rS <br />INTERIOR 2 <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />Air/ <br />EXPOSURE1 <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />f <br />REQUIRED PER <br />SECTION X-X IF <br />Lu NOT FULL <br />< HEIGHT SHEET <br />cn <br />z <br />L <br />FLOOR SYST M <br />L <br />' <br />(2)- 2x TOP PLATE <br />BEYOND <br />—15132" OSB <br />EXPOSURE1 <br />FF <br />SHEATHING Lu <br />W <br />a: <br />OLID2x <br />BLOCKING @ ALL :i <br />SHEATHING 0 <br />% <br />EDGES(SEE U) <br />OPENING <br />SECTION X-X) <br />_11 <br />0 <br />_2xSTUDS LU <br />Lu <br />BEYOND. = <br />Cn <br />SEE PLAN <br />0 <br />J) <br />\\-2x'4 P.T. BASE <br />2x RIBBON OR2 <br />VERTICAL \_�HORIZONTAL PLATEBEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAIA I I r-I r-1 /A-rl^kl r%I A ^r% A RA <br />"S" = NAIL 3/8" <br />3/8" <br />SPACING <br />'4" <br />'4" <br />S '4"l /2" S 1/2" <br />1/2" <br />S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO wl (2) 12d <br />TOENAILS EA, END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />2x CRIPPLES @ <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />uj <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />'j <br />PENETRATE SURFACE MORE THAN Y8". <br />< <br />cf) <br />NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />LL 7: <br />@ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. W/ 8d COMMON NAIL. <br />0 <br />@ NAIL INTERIOR AT 6" O.C. w/ Bid COMMON NAIL. <br />M <br />J) <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />C) <br />w/ 8d COMMON NAIL <br />UJ 2 <br />Lu :D 1.- 0 <br />WO <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />_j >L' F <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />x 0 0 co <br />n <br />@ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL <br />z (0 Lu <br />- 0 LL <br />LU 0 <br />MEMBER IF GABLE END <br />3: <br />_U) <br />NOTE: <br />t . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 <br />X 2 112 <br />. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8", <br />WALL SHEATHING INSTALL. <br />& NAILING SCHED. <br />REVISION 12-7-2020 <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />t*-r_- FACE OR 3-ROWS 12d NAILS <br />STAGGERED@ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />;4 <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />BOX HEADER <br />12d TOENAILS <br />ONLY <br />EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE wl SIMPSON <br />LS30w/(6) 10dx 11/2" EACH SIDE <br />0 <br />0 <br />0 <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEAR I NG/EXTERIOR FRAME <br />L HEADER DETAIL <br />WAL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />2x BLOCKING HORIZON <br />@ OT <br />INTERVALS N ThLy_� <br />�.11) <br />EXCEEDING 10'-0" (R302 <br />518"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />SLAB W/ I W1.4xW <br />WWF OR FIBERMESH <br />2500 PSI CONCRETE MIN <br />1.4 <br />4 <br />A <br />71 151 1 lEd I lEd I <br />A <br />.11 1=1 15111- <br />- <br />A <br />(3) # 5 REBAR ON 3" CHAIR 4"' V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2" x 4" WALL <br />2" x 6" WALL <br />STRAPS <br />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />EA END <br />EAEND <br />EAEND <br />EAEND <br />1 '4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1)LSTA30 <br />4'4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'- 16' <br />(3) <br />(3) <br />(2) <br />(3) <br />(2)LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" O/C <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 W/(10) 10d NAILS <br />AT EA. STUD <br />WEEP SCREED INSTALLED PER. MANUF. <br />2X P.T. PLATE <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />00 <br />FINISH GRADE <br />00 <br />v <br />S6 <br />CVIJ <br />LO <br />LAJ <br />_j - <br />_--j . r� <br />CJ <br />= C= <br />cc CJ v-':P <br />.' co <br />= <br />CC <br />f4 <br />C= <br />r'j <br />cu <br />tj <br />co M -ca <br />E <br />'C'j <br />L <br />S 10 <br />To the best of the Engineers knowledge, Information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />-3 <br />OU <br />W <br />11- g E <br />1 0 co 8 <br />C 'D <br />00 a) <br />Uj 0 C? <br />A zlg <br />In <br />"N C:, <br />0 co -'t <br />4 u- LU <br />13 <br />z <br />T%A_ �.'? <br />IWX C_ �4 0 <br />0 <br />111a, <br />r- <br />U) . . M LLI <br />IL Uj 02", W <br />z 0 <br />Z <br />CN <br />< <br />< <br />z <br />W <br />Cl) <br />W 'D <br />(n <br />Ln <br />(D <br />C1 <br />4-1 <br />0 LU <br />V) <br />U') <br />E <br />U <br />< <br />r- <br />CIO <br />< <br />14 <br />U_ <br />cF E <br />8 <br /><� <br />C" <br />E <br />0. <br />00 <br />zcc=3 <br />0 <br />< <br />�O <br />< <br />10 <br />() x <br />z <br />W <br />- 1 <br />0. <br />8 1 <br />0 <br /><0 <br />WC) <br />U) <br />M <br />0 <br />2 <br />> r <br />LO <br />LO <br />ICY) <br />2 <br />(a <br />1.-1 <br />< <br />0 <br />L_ <br />(0 <br />C) <br />0- <br />(.0 <br />0 <br />0 <br />IN <br />_j <br />CN <br />co <br />>' <br />= <br />LO <br />+_j 0 <br />LL <br />0 _114 <br />Lo <br />cc CV) <br />C) <br />0') <br />04 <br />c <br />Lr) <br />LO <br />04 <br />C1_j <br />< (.0 <br />LO (0 <br />T_ <br />E <br />CD <br />0') L0 <br />6 <br />z <br />z <br />E <br />CL <br />E ;-; 7� <br />0 0 'a <br />0 <br />a) <br />JOB'NO <br />23-06135 <br />SCALE AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />Il 1 11 111h I. I A IT 1. A"L L-111'. J1111 I A I'll - <br />Till <br />