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3 <br />-n <br />w <br />N <br />s <br />m <br />ED <br />v- <br />V) <br />0 <br />J <br />M <br />0 <br />Or <br />N <br />0 <br />O <br />0 <br />a <br />C" <br />CV <br />0 <br />i <br />na <br />E <br />N <br />E <br />0 <br />v <br />D) <br />tom. <br />O <br />U <br />0 <br />i <br />v <br />'o <br />U <br />i <br />a <br />C0 <br />I <br />i <br />O <br />v <br />tz: <br />0 <br />n <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />¢ <br />m <br />0 <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />TO BE IN ACCORDANCE w/ R9032, FLORIDA BUILDING <br />CODE 7TH EDITION (2020) RESIDENTIAL <br />INSULATION —'— <br />BAFFLE <br />INSULATION PER - <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 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 <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />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 />1x WD FURRING @ 24" O. <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAE <br />MIN, PSI MAY VARY PER <br />MUNICIPALITY <br />(V <br />T I -III III -III III <br />6x6 w1.4xw1.4 I=1 I Imo -III -III -I I I <br />WWF OR FIBERMESH Ih I I' 111 I II I II 111 I II I I II I <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 />~ PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />w <br />LU <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />LL z LAYER 1/8"THICK. <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />---METAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <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 />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />4"x4" INSPECTION PORT AT <br />a: a EACH FILL CELL TYPICAL <br />LU U) <br />n AT GARAGE CONTRACTOR <br />LO TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />FINISH GRADE co <br />a. <br />:a 00 <br />° 11 I -I 11=1 11=1 I F _ - <br />o <br />A <br />G IJ=1 11= 11- Z <br />• ° IIIIIIIIi�llll f <br />' I . , , I 11_ \-STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR I �i - <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 11 <br />1'-8" <br />TYP 2-STORY WALL SECTION ,1 <br />REV.03.16.21 SCALE:3/4"=1'-0" S6 <br />SIMPSON LSTA24 STRAP wl (8) 10d 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 Od x 1 1/2" <br />NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL— ffl / <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 Od x 1 1/2" TO BAND --- <br />JOIST AT EA, STUD <br />2ND FLOOR FRAME CONNECTION <br />SCALE: N.T.S. <br />@ WOOD 1 ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SPACER <br />BLOCKS <br />END SHEATHING TO <br />)F BEAM OR GIRDER <br />ATE 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 />m <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 />SEE FRAMING WEEP SCREED <br />PLAN • INSTALLED PER MANUF. <br />2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1ST 2'-O" OF NAILS @ 24" O.G. 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" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1 <br />2"x BOT. PLATE <br />(2)1Od@6"0.( <br />PRE-ENGINEE <br />FLOOR TRUS: <br />FLOOR CONNECTION <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 13 <br />INSTALLED PER. MANUF. C <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />DETAIL FLOOR TRUSS)60� <br />SCALE: 1 1 /2"=V-0" S 6 <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 10'-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)1Od <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 />a-^— - a n . .a. ° <br />III=III <br />° <br />ad '° <br />n <br />°a.eitil <br />� <br />I hI <br />I Ii rl '"=I <br />III„ I !—Ili—III—III—III—I (3) #5 CONT. ON 3" <br />IT—I�1—Th—r�I—lit <br />8" 1'-8" g„ 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" S6 <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB <br />EXPOSUREI <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />O SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET <br />C <br />z <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE F <br />F <br />SHEATHING w <br />x <br />SOLID 2x o <br />C <br />BLOCKING @ ALL S <br />C <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />Lu <br />D U <br />C <br />x <br />w <br />LIL—x <br />if <br />E <br />F <br />2x STUDS w <br />BEYOND. <br />SEE PLAN 0 <br />U) <br />A �-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S S 1/2" <br />v2„ <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/ 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 />T4/ <br />SFFA <br />�qN <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 />0 <br />JOINTS <br />TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANY8". <br />v7 <br />OA <br />NAIL AT BASE 2 ROWS @ 4" O.C, w/ 8d COMMON NAIL <br />O <br />© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />W = <br />Q <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />OD <br />NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />c=n <br />O <br />STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />o LL O <br />F <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />> Q P 0 c <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q x P 0 0 n <br />v~i OF F MM �+ <br />O <br />(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />V) w 0 w0 F- <br />MEMBER IF GABLE END <br />c "- <br />NOTE: <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" <br />• <br />DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />C WALL SHEATHING INSTALL. <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />1 <br />(2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER: <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <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)1 Od x 1 1/2" EACH SIDE <br />op NiFR�OR \ <br />N� <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 />2x BLOCKING HORIZONTAL <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 <br />WWF OR FIBERMESH <br />CN <br />co A <br />°. A. <br />1 A eA <br />4� <br />Im <br />m <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 />(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 />1-1 <br />f <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" I <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" G+ <br />ADDITIONAL INFORMATION. S6 <br />m <br />w 'c+ <br />> u.a <br />in `y CD rrs <br />a F' ,3 <br />M <br />.M >^ <br />r _ � <br />� <br />o <br />, <br />Z <br />�� �,go W/V <br />�J C <br />tip-_Cg <br />�C <br />C� <br />Uj <br />... <br />U <br />Ck <br />f�3�r����`�tii� <br />11 ll:�►��'���'�`'�r` <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />M <br />W E <br />0 <br />8 <br />0 <br />ul0 0 N r <br />0? <br />0 <br />0 ICN.� ov <br />a c <br />s <br />Z N <br />0 <br />L f6 0 Z O <br />W <br />u��O^?°' m <br />w <br />LLZ M N Z Q <br />N OU �E 0 <br />z <br />❑ <br />❑CD <br />affilift <br />Z N M <br />z o� <br />z o <br />Q 7t, <br />J <br />M <br />M <br />U) c/y z -@ <br />0 <br />+y 0 <br />o <br />O �y N <br />�V) U) <br />(� a— c i <br />c� <br />,U, <br />F— _ EIn <br />m3°. <br />tee' � <br />ti <br />coco <br />w <br />co <br />p <br /><< <br />� j <br />CB E <br />Z <br />o aLL <br />> N <br />< <br />'T 'vd! <br />< <br />° <br />o <br />w_Z❑�=>a <br />C=) <br />ww <br /><mO <br />01 <br />-U <br />.2 <br />>zZz <br />Wcc <br />QON z�a0�<U <br />W <br />30d <br />3� <br />lh <br />V. <br />0 <br />Q <br />4 <br />= <br />> CM <br />V <br />rn <br />M <br />T <br />N <br />CO <br />C) <br />s� <br />r ^ U <br />N <br />0 <br />C) <br />N <br />Ln <br />N <br />Q I� <br />,-- <br />ui <br />w N <br />y r <br />o <br />z <br />ca <br />Z <br />/N� <br />E <br />as <br />cc <br />v :? <br />ci 9 ¢ o <br />c <br />C:a <br />JOB <br />NO : 22-08301 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />