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3 <br />TJ- <br />1.0 <br />2 <br />LO <br />11.0 <br />c� <br />O <br />Q <br />rn <br />C> <br />O <br />J <br />M <br />0 <br />I <br />N <br />i <br />LO <br />00 <br />C] <br />Lo <br />L <br />C7 <br />o- <br />0 <br />0 <br />0 <br />J <br />0 <br />I <br />rri <br />i <br />N <br />0 <br />LO <br />LO <br />LO <br />lCi <br />r <br />trr <br />0 <br />0 <br />a <br />M <br />CV <br />0 <br />a <br />E <br />F�— <br />H <br />0 <br />v <br />J <br />0 <br />v <br />J <br />fh <br />O <br />[O <br />15 <br />0 <br />0 <br />d <br />N <br />N <br />LO <br />0 <br />0 <br />o' <br />0 <br />z <br />w <br />m <br />a <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 />4z:7 <br />INSULATIO <br />BAFFLE <br />Wgill; �T�T�Ti�_h <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8" O/C WALLS <br />1/2" GYP WE <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 W/ 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" 0/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 CONCEALS <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <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 SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <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 />SCHEDULE - [RSH] - ON <br />FRAMING SHEET FOR <br />xf: <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 />w PLYWOOD SHEATHING <br />N NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />Lu <br />o = 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 />H- LAYER 1/8" THICK. <br />U_ _r <br />—�—INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"&' 16" CONC. KNOCKOUT <br />BLK. 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 />C) <br />v 4"1 INSPECTION PORT AT <br />LL <br />a EACH FILL CELL TYPICAL <br />lx WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR <br />BASEBOARD N TO CUT BLOCK OR POUR <br />MIN, 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN, PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 411to 6" BELOW GRADE <br />c <br />N a „ c a FINISH GRADE o0 <br />° <br />M IL -ICI -I11 ICI -II _ _ _ <br />00 <br />6x6 w1.4xw1.4 I I —III —III —III —I I I I d A. III —III —I I —I �I Imo- _ <br />-T=III—I 111—I I a 1 11=III—I I- z <br />WWF OR FIBERMESH =� I I-III-III=1 <br />-III—III—III III <. III —III— <br />„ <br />—III— STD.90*HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" <br />TYP 2—STORY WALL SECTION <br />REV. 03.16.21 <br />SCALE: 3/4"=V-0" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />STUD <br />2nd FLOOR W, <br />BEAM/GIRDER <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1- " " <br />2"x BOT. PLATE <br />(2)10d@6"0.( <br />PRE-ENGINEE <br />FLOOR TRUSIE <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />ILI <br />INSTALLED PER. MANUF. <br />c <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />B <br />15/32 OSBF_ <br />EXPOSUREI <br />SHEATHING <br />x <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />m SECTION X-X IF <br />U' NOT FULL <br />4 HEIGHT SHEET <br />/C <br />z <br />Z <br />G FLOOR SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F <br />F <br />F <br />SHEATHING w <br />x <br />SOLID 2x o <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING O <br />EDGES(SEE m <br />OPENING <br />SECTION X-X <br />Lu <br />aC) <br />C <br />x <br />w <br />x <br />E <br />� <br />Lu <br />2x STUDS <br />BEYOND. m <br />SEE PLAN <br />O <br />\-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION g <br />3/8" "S" = NAIL 3/8" <br />SEE J/S 6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S'(7 @ MASONRY 1ST FLR. SEE J/56 SCALE: 3/4"=1'-0" S6 SPACING <br />FOR ADDITIONAL INFORMATION. S 3/a" S 1/2"112" <br />S 1/2° <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD e <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) - x 1 1/2 <br />NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1 ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />2"x BOT. PLATE W/ <br />(2)1 Od @ 6" O.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 />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING WEEP SCREED <br />PLAN • INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" <br />0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />BLOCKING & MIN. 4" EMBEDMENT <br />END WALL W/ (2)10dx3" @ EA. <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE. 1 1/2 -1 -0 S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />2x BLOCKING HORIZONTALLY <br />— <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />SIMPSON SP1 w/ (10) 1Od <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />`• • w A <br />T_IM I I-�-tT= •�, , a <br />SEE SHEATHING <br />SPECS ON FLOOR <br />/ -1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#, MIN. <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1A x W1.4 WWF OR FIBERMESH <br />F. <br />II III <br />•� I �TIIIIII�r <br />I I, ,I I —I I I —III —III —I I I—III---[-(3) #5 CONT. ON 3" <br />8,— ICI —ICI 1 8—� 8 ll CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2—STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION. <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO w/ (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 />T�7 <br />SFF �Off, <br />N <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%" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />o <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Y/". <br />m <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />c7 <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />LL = <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O w <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />Lu <br />LL O m <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />2 1- O u <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q�OOC/) <br />O m LL ' <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />Z N W p LL F <br />MEMBER IF GABLE END <br />c LL <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN A31 X 2 1/2 <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />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 />(2) 2x HEADER SEE PLAN <br />S4 INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS <br />• EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />• OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6)10d x 1 1/2" EACH SIDE <br />FxT <br />OpFNti� R <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />BEAM <br />2x BLOCKING HORIZONTALL <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />5/8"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 />2500 PSI CONCRETE MIN. <br />SLAB WI 6x6 W1.4xW1.4 <br />`t WWF OR FIBERMESH <br />E a °. <br />° ° < . <br />M <br />-1 i t—I I —III I ° <br />I'° a <br />IIIIIIIilllllllll aa. <br />��I,IIII <br />I III-1 I I=1 <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8„ <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />L►1•: <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 />EA END <br />EA END <br />EA END <br />1'4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4' 9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9' 16' <br />(3) <br />3) <br />(2) <br />(3) <br />1 (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 />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />oo <br />FINISH GRADE <br />— 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />u <br />tom? <br />N <br />C= <br />!�E <br />C <br />_® <br />7-� <br />pp W <br />g- <br />z <br />ca L r� <br />eoa <br />T� C14 <br />''flmX <br />w c LA_ <br />Cc o i <br />•2 � c®V <br />CO <br />I JZ <br />C= .- <br />3 3 CU <br />d Cj W <br />== <br />i .2 <br />L' E <br />ee ea <br />ss <br />g o /,/A/ <br />�" <br />,off <br />`r <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />�h� •�,,b ��4 <br />�s�t <br />W <br />Q <br />O M <br />R <br />0 <br />N N O, o <br />tFcf ! <br />i/�i <br />aj M 0 ik LL <br />C J u- <br />W <br />Z <br />LL Y <br />m c v> <br />�y <br />@ O <br />k? <br />6 gi <br />W <br />6 (V O O <br />W <br />02r— , <br />05 m <br />Z <br />LL <br />0 X M Z k <br />m <br />N J <br />O <br />U <br />Z <br />O <br />U <br />W <br />❑ ❑ <br />M � <br />N M <br />og <br />N <br />o Q <br />� <br />d: <br />J <br />a <br />N <br />M <br />z <br />Q) <br />�N <br />c� s <br />LU <br />p m <br />U <br />0 <br />N <br />L Lu o <br />N <br />t�•a <br />�N::DO <br />= <br />� V <br />ca <br />Y <br />=. <br />Ii <br />\l O N <br />c �' 0 <br />Q 0 <br />° <br />N <br />� I� <br />o <br />m <br />w <br />M <br />J <br />ZO , <br />� <br />z <br />4 <br />� <br />LL E <br />zo <br />> N <br />o <br />U <br />� <br />o� <br />z <br />Z© <br />0 a <br />l— r0 <br />MI <br />00 <br />o E <br />o <br />& a <br />� <br />W <br />o <br />o <br />Qo <br />w z <br />v C: <br />3Q <br />U <br />W� <br />m <br />o� <br />Z <br />m <br />.2 <br />¢ w <br />�� <br />Z <br />in 3 <br />�� <br />Jz <br />a <br />W <br />OCIO <br />w <br />cD 5 <br />�O <br />ch <br />w ¢ <br />0 <br />> 0 <br />a = <br />> <br />LO <br />ai <br />rn <br />n' <br />CD <br />O <br />CL <br />0 <br />O <br />o <br />CN <br />CID <br />Co <br />LO <br />O <br />T_41 <br />N <br />�I <br />0 <br />coO U <br />M <br />00 <br />m N <br />M <br />Q <br />r <br />CD L0 <br />E <br />�>1 <br />2 <br />CID <br />O <br />z <br />l6 <br />Z <br />E E O <br />N <br />E <br />U <br />C <br />a)I <br />a <br />J <br />Q d <br />JOB <br />NO: <br />23-06134 <br />SCALE : <br />AS NOTED <br />SHEET N0. <br />S6 <br />(MONO) <br />�y <br />-- <br />i I U.u.liq.I a Ilk Will r,oinu.I -, <br />