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0+ <br />3 <br />I <br />co <br />N <br />c0 <br />I <br />M <br />0 <br />0 <br />ao <br />N <br />I <br />t2 <br />LO <br />J <br />LO <br />CI <br />I <br />n <br />0 <br />rn <br />i <br />I <br />co <br />N <br />co <br />i <br />12 <br />N <br />N <br />I <br />cV <br />J <br />41 <br />LO <br />LO <br />I <br />LO <br />CID <br />M) <br />i <br />0 <br />Cr <br />0� <br />3 <br />a <br />M <br />CD <br />a <br />E <br />E <br />0 <br />`v <br />c <br />c <br />J <br />c <br />0 <br />J <br />a� <br />t� <br />N <br />N <br />«5 <br />ra <br />0 <br />a. <br />N <br />0 <br />Ln <br />ai <br />]G <br />0 <br />Uj <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 />INSULATION — <br />BAFFLE <br />INSULATION PE+I- <br />CHART ON FLOOR <br />PLAN <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 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 WI 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 Wl8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEIy •" <br />SPACE INTO APPROX. EQUAL AREAS. It <br />FLOOR SYSTEM 1 <br />ER PLAN 1 <br />1 <br />1 <br />.:• <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 />1x WD FURRING @ 24" O.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c <br />__ E I k4- <br />-• .— <br />\ A. <br />Cl) — — <br />— \ . <br />6x6 W1.4xW1.4 d •' • <br />WWF OR FIBERMESH <br />• 4. <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 />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 />J PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />o UJ <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. <br />J 3RD LAYER 1/8" THICK. <br />LLw <br />— j INSULATION PER <br />JI� CHART ON FLOOR PLAN <br />B R <br />—•� S6 S6 <br />' ETAL SEAT <br />R FELT <br />PAPER FOR <br />1 MOISTURE <br />1 BARRIER <br />I <br />r <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" 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 />M <br />v 4"x4" INSPECTION PORT AT <br />w EACH FILL CELL TYPICAL <br />n- AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />/— NOTE: EXTEND DECO FINISH <br />410 6" BELOW GRADE <br />GRADE o0 <br />`-STD. 90'HOOK <br />(3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION ,1 <br />REV.03.16.21 SCALE:3/4"=1'-0" S6 <br />4 <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />STUC <br />2nd FLOOR 1 <br />BEAMIGIRDE <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND <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)10d x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ITE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2"x BOT. PLATE W/ <br />(2)10d @ 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" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />E <br />S6 <br />FLOOR TRUSS <br />°P <br />SEE FRAMING WEEP SCREED <br />'- <br />PLAN ° INSTALLED PER MANUF. <br />2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />I I <br />O/C FOR THE 1ST 2'-0" OF I I 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 CONNECTIONrR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <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" O.C., 2 ROWS STAGGERED <br />15/32" OS13 11 <br />EXPOSURE 1 x II SHEATHING <br />2X4 RIBBONS, EACH W/ 4-16d PROVIDE x <br />II II <br />NAILS INTO EA. FLOOR TRUSS BLOCKING AS <br />REQUIRED PER II D <br />w II <br />o SECTION X-X IF <br />WEEP SCREED = U' NOT FULL <br />rn ¢ HEIGHT SHEET C II II <br />INSTALLED PER. MANUF. o <br />SIMPSON HETA20 w/ (8)10dx1 1/2" N II II <br />NAILS AT EA. TRUSS w/ MIN. 4" �I — <br />EMBEDMENT IN KO BLOCK <br />G FLOOR SYST M <br />@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" <br />FOR ADDITIONAL INFORMATION. <br />TR <br />RIBBONS <br />m <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL SEE SHEATHING <br />SECTION C/S3 FOR SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE <br />@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) <br />2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />r — —A—d_ <br />. <br />4 • <br />.. 4 <br />o co <br />. T <br />-II II— •. �•.. I II <br />I I I I 1-5 <br />I Jj�� I I '� (3) #5 C0NT. ON 3" <br />8" 1'4" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2—STORY FRAME SECTION 5 <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />(2)- 2x TOP PLATE <br />f BEYOND I <br />II <br />15/32 OSB <br />EXPOSUREI r <br />0— <br />SHEATHING W <br />II II II <br />_ <br />SOLID 2x rn <br />III <br />C <br />III II II II I <br />BLOCKING C ALL <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />III <br />OPENING <br />TI -X <br />III <br />C <br />III x <br />II II <br />�W <br />II <br />II f -x <br />W <br />_ <br />2x STUDS <br />III <br />I <br />III II II II <br />BEYOND. U, <br />SEE PLAN o <br />III <br />I I I II I <br />II I II II I I <br />0 <br />Li <br />L_ 1- -1 —II MIR <br />cn <br />2.4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING SEE PLAN <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" "S" = NAIL 3/B" <br />SPACING <br />e 3/4" S 1/2„ <br />1/2 <br />. � S. 1/2" <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/ 7116" <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 />r'1'vi <br />sFt awhl <br />2x CRIPPLES @ - <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" 0/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 />w <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />_'j <br />PENETRATE SURFACE MORE THANYs". <br />r <br />Z <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. w/ 8d COMMON NAIL <br />LL = <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ai <br />E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />CO <br />o <br />w/ 8d COMMON NAIL <br />J <br />w LL 0 <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />0 00 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />vi 00 0 0° LL <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w 0 O ~ <br />MEMBER IF GABLE END <br />c " <br />NOTE: <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />SEE PLAN FOR REQUIRED' <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 />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 />• INTERIOR HEADER: <br />(1) 2x SILL PLATE W/ (2) <br />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 />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />2x BLOCKING HORIZONTAa*---\ <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 W/ 6x6 W1.4xW1.4 r <br />WWF OR FIBERMESH <br />C ;.4 • w <br />• • \ e' <br />Cl) --I I I —I I I —I (I —I I • • \ • • • <br />El <br />_IIIIIIIIIIIIIIIII `+ <br />�\ <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 />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <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 />(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 />00 <br />FINISH GRADE <br />OP <br />(3) # 5 REBAR ON 3" CHAIR 4" I V-8" <br />W/3" MIN. CLEARANCE ` 4 <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" 6 <br />ADDITIONAL INFORMATION. SS <br />M <br />N c <br />N v •= <br />a1 •o <br />O W <br />s <br />... o <br />O Cti CS <br />C r0 C-, N <br />CL. U_ ac <br />LLB c s+- a <br />O 1.... <br />9 Im <br />N J <br />t3. <br />✓ C <br />as � = Q <br />3 ro <br />y 61 <br />3 u W <br />� c o <br />c E <br />0 <br />a <br />0 <br />`''• / <br />6 <br />. <br />�` J'• � jai <br />1JJ 'r�� Y ••: <br />:7� <br />ca \� <br />/. <br />S <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specf8cations contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentlal <br />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 />4 S o 8 N <br />� E N � <br />0 Ism <br />8 �_�LLLL <br />0)N <br />N v U. <br />a. wInn <br />0 M O <br />4 U <br />Cq 1,U.aL <br />J 93 Z <br />Z <br />. :1,I�Y7 <br />a <br />m <br />ra N J Q <br />W <br />0) ¢ Z <br />W <br />O Z� z <br />o J O w <br />7" N <br />co= <br />a0 ❑❑a <br />Z <br />c W <br />c� R <br />7 N irl <br />z <br />z� <br />U) <br />co <br />IV <br />N LL <br />(a w m <br />O w $ <br />Ln c <br />w -9 <br />= E <br />= L cJ <br />d <br />o• <br />Q Y <br />N O� <br />o <br />w <br />z <br />J <br />N <br />a <br />U_ <br />O <br />ZO <br />U O <br />jZZN <br />Q <br />QE <br />E v <br />� <br />ow <br />~ <br />R8 <br />zQE <br />o <br />�`�< <br />�o <br />�z <br />a <br />r0 <br />zv <br />m <br />15 <br />$< <br />a ^ <br />a <br />ao <br />W <br />813 <br />M <br />a`o <br />'oE <br />i <br />M <br />=1�o <br />oCD <br />00 <br />T <br />912 T <br />W <br />'qr <br />CN <br />N <br />0 <br />L ` <br />7— <br />N <br />M <br />(� T LL <br />r <br />T <br />N E <br />M <br />00 <br />M <br />U <br />r- <br />�— <br />r <br />°° N <br />N <br />i-+ <br />CN <br />0 (D <br />LC� <br />C7 M <br />Lo <br />N N <br />0M N <br />0 <br />p <br />Q7 <br />LICE <br />CD <br />r M e— <br />r <br />E <br />M <br />M� L i <br />o <br />Z <br />E T <br />c <br />a <br />ui <br />v _j ¢ 0 <br />JOB <br />NO : 23-05741-05746 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />