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�ulu�ll uL_ 1u�uaWl�al■ItwiWalrrl.0 rwlwolu�; a WMANWUM11MI11111 W914IAWW <br />9 <br />3 <br />v <br />L <br />v <br />v <br />0 <br />a <br />0 <br />N <br />I <br />co <br />0 <br />c,4 <br />0 <br />a <br />co <br />LO <br />0 <br />I <br />o <br />to <br />CD <br />0 <br />I <br />N <br />v <br />C <br />N <br />0 <br />,a <br />O <br />N <br />I <br />0 <br />N <br />J <br />0 <br />to <br />0 <br />I <br />0 <br />co <br />0 <br />1 <br />N <br />v <br />C <br />Cr <br />01) <br />rn <br />c <br />-L <br />N <br />0 <br />v <br />n. <br />E <br />H <br />N <br />N <br />E <br />0 <br />L <br />v <br />c <br />C <br />J <br />L� <br />U <br />O <br />-L <br />U <br />-O <br />a <br />v <br />d <br />Z <br />N <br />y <br />I <br />i <br />c <br />0 <br />0 <br />U <br />J <br />0 <br />LZ <br />N <br />1-3 <br />cm <br />v <br />O <br />a - <br />CV <br />0 <br />v <br />a <br />m <br />v <br />N <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SCALE: N,T.S. <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 />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN, 4" <br />EMBEDMENT IN KO BLOCK <br />15/32" OSB <br />EXPOSUREI x II <br />SHEATHING <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />w <br />a SECTION X-XIF <br />II II <br />M <br />_j NOT FULL <br />o <br />HEIGHT SHEET <br />I C II II <br />Z <br />0 <br />I II III <br />�I IL <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />T � II <br />F <br />II <br />EXPOEI � <br />EXPOSUR <br />SHEATHING <br />IIII II I <br />vwwi <br />SOLID 2x <br />III <br />III II Il II I <br />BLOCKING @ ALL <br />C <br />SHEATHING 0 <br />0 <br />EDGES (SEE <br />III <br />OPENING <br />SECTION X-X <br />III <br />III x <br />_II II <br />�w <br />II <br />IF RFx <br />E <br />_ <br />2x STUDS W <br />III <br />III II II II <br />BEYOND. <br />SEE PLAN o <br />IIII <br />I I II IIII <br />II II I I <br />O <br />II <br />I — ILL <br />I11 111 _II <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 IA/AI I rI r\/A-r]^Kl r11Anr)A11A <br />FLOOR CONNECTION B <br />MASONRY 1ST FLR. SEE J/S6 S6 SP _ <br />SCALE: 3/4"=1'-0" sPAc <br />FOR ADDITIONAL INFORMATION. <br />I S 314" <br />1 <br />SINGLE NAIL EDGE SPACING <br />DOUBLE NAIL EDGE SPACING <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 Ya" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THANYa". <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL <br />Z <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />c=n <br />E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J <br />w DO <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />w a O <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. <br />a Tr-000 <br />ai � m u <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w O 0 <br />MEMBER IF GABLE END <br />c <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />B.U.C. <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4#2 <br />FOR UNDERLAYMENT <br />NAILS TO STUD & (8)10d x 1 1!2" TO BAND <br />SPFTURNED VERTICAL w/7/16" <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />REQUIREMENTS SEE R905.1.1 <br />JOIST AT EA. STUD <br />PROVIDE CONTINUOUS $ 1Od NAILS TO <br />O <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILSEND. NAIL <br />TOENAILS EA. END. NAIL FLITCH <br />TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />2nd FLOOR WALL <br />BLOCKING FROM B.U.C. STUD PER STRAP <br />TO MASONRY BELOW <br />PLATE TO E. NAILS <br />CODE 7TH EDITION (2020) RESIDENTIAL <br />HURRICANE ANCHOR @EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />2"x BOT. PLATE W/ <br />S 8d NAILS @ O SHEATHING <br />STAGGERED FOR SHEATHING <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />(2) 10d @ 6" O.C. <br />FLOOR SYSTEM <br />vFanrn= <br />12 <br />H, or ASTM D3161-CLASS F, IN <br />SECTION X-X <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />BAND JOIST <br />INSULATIO <br />ROOF SHEATHING - SEE <br />' , <br />NOTES: USE <br />BAFFLE <br />SCHEDULE - [RSH] - ON <br />FRAMING SHEET FOR <br />*SIMPSON LTP4 w/ <br />LTP4 & EXTEND <br />SIMPSON MSTAM36 <br />C <br />WALL SHEATHING INSTALL. <br />INSULATION P <br />SHEATHING AND FASTENERS <br />(12) 8d x1 1/2" NAILS <br />24" O.C. <br />SHEATHING TO <br />BOTTOM OF RIM <br />S6 <br />& NAILING SCHED. <br />CHART ON FLOOR <br />@ <br />PLAN <br />` <br />ALUMINUM DRIP EDGE <br />BOARD/BAND <br />REVISION 12-7-2020 <br />1st FLOOR WALL <br />JOIST FOR <br />ALUMINUM FASCIA <br />SHEAR WALL <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />SIMPSON LSTA24 STRAP w/ (8) 10 x 1 1/2" <br />ONLY. 1 <br />(6)1/4" x 2114" TITEN MASONRY WALL <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />SEE STRUCTURAL SOFFIT SHEET SS <br />NAILS TO STUD & 8 10d x 1 112" TO BAND <br />() <br />SCREWS TO MANSONRY <br />T <br />NAILS OR DRYWALL SCREWS 7" O/C <br />I <br />ATTACHED WALL SHEATHING TO <br />JOIST AT EA. STUD <br />WALL PER STRAP <br />�FAi11/- <br />CEILING & 0/C WALLS <br />TO <br />2-ROWS 12d NAILS <br />1/2" GYP WBB <br />(2) TOP PLATE W/ 8d @ 4" <br />WOOD MASONRY <br />DOUBLE 2xS.P.F.TOP PLATE - ATTACH 2xSTUDS <br />2ND FLOOR FRAME CONNECTION <br />E <br />CONNECTION W/ MSTAM36 L,L <br />STAGGERED @ 12" 0/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ <br />1x2 NAILER <br />STAGGERED @ 12" O/C FOR <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />PLYWOOD SHEATHING <br />@ WOOD 1ST FLR. SCALE: N,T.S. <br />S6 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. <br />S6 <br />2x CRIPPLES @ <br />2"x10" OR GREATER HEADER <br />2X BLOCKING @ EA. WALL <br />� <br />= <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />UPLIFT CAP = 928 PLF <br />16" O.C. W/ (2) 12d <br />SHEATHING JOINT <br />FOR MORE INFO <br />SHEAR CAP = 355 PLF <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />o w <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />REQUIRED CONNECTION <br />16" O.C. 2X S.P.F. STUDS <br />o <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />(2) 2x HEADER SEE PLAN <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2)10d @ 6" O.C. <br />j 1 <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />S4 <br />• INTERIOR HEADER: <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />_j LU <br />`� _ <br />LAYER 1/8" THICK. <br />10d NAILS @ <br />(1) 2x SILL PLATE W/ (2) <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />INSULATION PER <br />BOX HEADER <br />8 0/C TYP. <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />CHART ON FLOOR PLAN <br />ONLY <br />12d TOENAILS <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />g R <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED <br />TYPICAL (U.N.O.) <br />12d TOENAILS <br />PENATRATION AREA W/FOAM. DRAFTSTOPPING SHAL <br />S6 S6 <br />• OPENING LARGER THAN 4 FT: <br />' DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />SPACER <br />(1) 2x SILL PLATE w/ SIMPSON <br />AREAS. <br />BLOCKS <br />LS30 w/ (6)10d x 1 1/2" EACH SIDE <br />FLOOR SYSTEM AR <br />ETAL SEAT <br />E PLAN O <br />- OR FELT <br />2x STUDS TYP, <br />HEADER SUPPORT <br />PAPER FOR <br />TRUS <br />NO. <br />OF JACKS & STUDS <br />- <br />- MOISTURE <br />P.T. BOT. PLATE <br />REQ. AT OPENINGS <br />Al. <br />° <br />BARRIER <br />2x4 RIBBONS <br />F.[- <br />op TF <br />FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL <br />JACKSSTUDS <br />STRAPS <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />FN/N� R <br />BEAM SIZE <br />END <br />EA END EA EA END <br />SIMPSON <br />GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />STRAP <br />1'-4' (1) <br />(2) (1) (2) <br />1 <br />() LSTA30 <br />CEILING & 8' O/C WALLS <br />STD. 90HOOK (SEE DETAIL)_4L <br />4'-9' (2) <br />(3) (2) (2) <br />(1) LSTA30 <br />"T" <br />CORNER <br />SEE PLAN FOR REQUIRED <br />9'-16' (3) <br />(3) (2) (3) <br />(2) LSTA30 <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />CONNECTIONS <br />INSTALLATION PER <br />BILK. W/1#5 ROD CONT. FILLED <br />�� 11 <br />TYPICAL T AND CORNER <br />CHART ON FLOOR PLAN <br />SOLIDW/GROUT <br />LOAD BEARING/EXTERIOR FRAME <br />NOTE: LAP SHEATHING TOBOTTOM OF <br />DETAILS <br />KN <br />DETAIL (FLOOR TRUSS) 0 <br />WALL HEADER DETAIL <br />M <br />BAND JOIST TYPICAL <br />SCALE: N.T.S. <br />S6 <br />SCALE: 1 1/2"=1'-0" ��S6�S6� <br />ARCHITECTURAL <br />1x WD FURRING @ 24" O.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />a MUNICIPALITY <br />C ..d <br />N <br />` e a`I ' <br />I --I f1—Tff--11 I I e' ° \' <br />6x6 W1.4xW1.4 III —I <br />WWF OR FIBERMESH <br />7� e ° <br />°e <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />U 4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />AT GARAGE CONTRACTOR <br />2ND FLOOR FRAMING - SEE <br />N <br />TO CUT BLOCK OR POUR <br />SECTION J/S6 <br />CURB DUE TO SLOPE <br />DECKING <br />ATTACHED WALL SHEATHING <br />NOTE: EXTEND DECO FINISH <br />TO BOTTOM PLATE/CHORD W/ 8d <br />4"to 6" BELOW GRADE <br />GRADE I. so <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />=1NISH <br />�--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 SCALE: 3/4"=V-0" <br />FLOOR TRUSS <br />O° <br />SEE FRAMING WEEP SCREED <br />o _zc r <br />PLAN . e • INSTALLED PER MANUF. <br />y <br />•� L <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ EA. BLOCKING & 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 R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SG <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 1V-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)10d <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />°• ' d°. <br />III, , 11=III=III—III=1J=1—�—(3) #5 CONT. ON 3" <br />8— r l l—I u 1 i 8 III III 8 Il CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />2x BLOCKING HORIZONT <br />@ INTERVALS NOT <br />EXCEEDING 10'4' (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 W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />r <br />c <br />e <br />° ° ° <br />i I —III —III I I I°.: a a Q. <br />I I i—III— I I 4_' a <br />III —III Il ae°_.ee <br />.Ill.rllll � <br />(3) # 5 REBAR ON 3" CHAIR 4 1 III. 1-81 <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />00 <br />FINISH GRADE <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />0 <br />Y � O <br />C7 <br />�`'�; <br />Ej <br />0y s-.Q <br />L <br />cz 0 0 <br />,yam <br />> UI <br />,•eiler tp,.. <br />-\ u e $ F <br />N <br />a L <br />C <br />.C, '•. e <br />4� <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 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />M <br />W E <br />4 M 0 <br />V N_ O m 0 r <br />M0M aLo� N <br />YI ri I-- ti '� J <br />Q Qj M V zS L� <br />ca u- LL <br />Z <br />�u w 5 aw <br />w <br />Z ca c a <br />Ir <br />Y m o S 0 <br />W U) m <br />z CN IL IL MZ a <br />ZN O U <br />W DO <br />tp <br />M <br />z N cn <br />o <br />z m <br />o <br />z111116. <br />a <br />J <br />N z <br />= <br />� U 0 <br />u- <br />a--' C/o, <br />(� w <br />o ° <br />U — � <br />Ow o <br />N c_ <br />�tn 7:3 <br />U � <br />w � <br />� •. <br />— <br />Rig <br />11 „• <br />L <br />c u) Q <br />U u O <br />Q � s <br />N O <br />4co <br />o <br />W <br />M <br />zZ <br />o S <br />Z <br />� <br />L.L <br />E <br />a <br />_o <br />< S <br />O <br />E® <br />Z <br />oa <br />F <br />_ <br />X U <br />¢ <br />j U <br />�U <br />o <br />Z <br />6 E <br />CV <br />i <br />a <br />o. <br />ao <br />Q <br />wz <br />ca <br />m� <br />o <br />zz <br />J <br />aw <br />sz <br />' <br />o <br />o< <br />go <br />a�i <br />N� <br />W <br />U� <br /><5 <br />az <br />3 <br />J <br />�o <br />>°x <br />o <br />� <br />w¢ <br />oc) <br />c 0 <br />0 <br />> (,0 <br />I <br />LL <br />m <br />N <br />I� <br />CO <br />M <br />L0 <br />(y <br />N <br />N <br />r <br />CT <br />c.6 <br />60 <br />U) m <br />O <br />CN <br />L0 <br />Ln <br />N <br />L0 <br />O <br />a) <br />C4 <br />T <br />O <br />Lo <br />a� <br />r <br />1 r <br />7 <br />0 <br />Z <br />cc <br />Z <br />N <br />E O N <br />cc <br />o v <br />U Q co <br />C <br />c <br />JOB <br />NO: 22-05610-05605 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />