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H <br />v <br />d <br />E <br />0 <br />0 <br />I <br />ao <br />0 <br />0 <br />J <br />cc <br />co <br />I <br />r` <br />00 <br />E <br />v <br />a <br />c <br />M <br />CD <br />0 <br />I <br />00 <br />C> <br />0 <br />O <br />00 <br />cD <br />00 <br />00 <br />cR <br />N <br />i <br />v <br />a <br />E <br />c <br />N <br />0 <br />0 v <br />Q <br />E <br />W <br />E <br />Cv <br />4 <br />v <br />C <br />c <br />Cv <br />LZ <br />0 <br />0 <br />U <br />iv <br />cq <br />c <br />0 <br />vI <br />c <br />U <br />a] <br />O <br />i <br />o_ <br />15 <br />0 <br />U <br />J <br />q) <br />r7 <br />N <br />0 <br />•U+ <br />v <br />0 <br />0 <br />a <br />N <br />0 <br />45 <br />Q <br />m <br />-0 <br />0 <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 />I <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" 0/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" 0/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, O6° <br />FLOOR SYSTEM <br />ER PLAN = 0 <br />/// <br />°-e <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 />/// <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 - [RSHI - 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 />~ <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />U)FOR <br />MORE INFO <br />w <br />o <br />i <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 />-� l— <br />LAYER 1/8" THICK.LU . <br />LPL LU <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />�. <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />JBARRIER <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 />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 />SIMPSON LSTA24 STRAP w/ (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 e / <br />2nd FLOOR WALL---__ <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)1Od 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 />@ 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 />kTE W/ <br />O.C. <br />)OR TRUSS/JOIST <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 />CORNER <br />TYPICAL "T"AND CORNER <br />DETAILS N <br />SCALE: N.T.S. 16 <br />E <br />S6 <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cn L1J <br />Q U 4"X4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />Uj <br />1x WD FURRING @ 24" O.C. U) AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE <br />BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING <br />MIN. PSI MAY VARY PER ATTACHED WALL SHEATHING <br />NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 411to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />E.�, .— —. --�_ <br />iv a y d < .a FINISH GRADE oo FLOOR TRUSS SEE FRAMING PLAN <br />\ FLOOR TRUSS <br />e T—T� 7�1T7��Tfl' SEE FRAMING WEEP SCREED <br />6x6 W1.4xW1.4 111-1I I -I I (� '� PLAN .:' <br />o Z a INSTALLED PER MANUF. <br />WWF OR FIBERMESH e'. ° I TIT � 2 <br />2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />1511I= O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS <br />����j IT- STD. 90'HOOK END WALL W/ {2)10dx3" @ EA. I f BLOCKING & MIN. 4" EMBEDMENT <br />(3) # 5 REBAR ON 3" CHAIR " —' (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" END INTO 2"x4" BLOCKING IN KO BLOCK <br />TYP 2-STORY WALL SECTION J SEE E INFO MA FOR <br />MORE INFORMATION <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <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)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSC <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 />uj <br />WEEP SCREEDLu <br />INSTALLED PER. MANUF. o <br />O <br />SIMPSON HETA20 w/ (8)1Odx1 1/2" 1CO <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15/32" OSB r 7 I IF <br />EXPOSUREI x <br />SHEATHING ( I <br />x F <br />PROVIDE II II BLOCKING AS j <br />REQUIRED PER II D II <br />] SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET C II II <br />II II <br />l I _ IL <br />G FLOOR SYST M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />T�— � ^ <br />7 II <br />15132"OSB <br />EXPOSURE 1 <br />F <br />I I II <br />F <br />SHEATHING w <br />II II II <br />2 <br />SOLID 2x <br />III <br />C <br />1 <br />III IILTII II I <br />ALL <br />SHEATHINBLOCKINGG <br />to <br />EDGES (SEE <br />III <br />OPENING <br />SECTION X-X <br />III <br />C <br />III xTIFII <br />— <br />�W <br />II <br />III— x <br />E <br />Lu <br />2x STUDS w <br />IIIFfl <br />I <br />III II II I) <br />BEYOND. Czi <br />oIII <br />SEE PLAN o <br />I I I II I <br />II I II II I I <br />O <br />II <br />I_LI���—II <br />2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING <br />SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM rAeAr r rr r-\/ArI^kI nrAnr%AAe <br />FLOOR CONNECTION g <br />3/8" "S" =NAIL 3/8" <br />@ MASONRY 1 ST FLR, SEE J/S6 SCALE: 3/4"=1'-0" S6 SPACING <br />FOR ADDITIONAL INFORMATION. <br />IS� 'V4" S 1/2"v2' <br />S797- <br />v2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6)1/4" x 21/4" 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 />B.U.C. <br />(8)10d NAILS TO <br />STUD PER STRAP <br />FLOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />DETAIL FLOOR TRUSS) 0 <br />SCALE: 1 1/2"=1'-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" 7' 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 />ITI ilk r" . ° e III IIIII�r <br />I II <br />1 I— "uI—i I I�III Iri <br />I —I 11=LI=1 (3) #5 CONT. ON 3" <br />Ij r— <br />CHAIR W/ 3" MIN. <br />8" 1'-$" 8" <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 1A <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 />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />W <br />PENETRATE SURFACE MORE THANy". <br />O <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. w/ 8d COMMON NAIL <br />Z <br />LL = <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 Lu <br />QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />w <br />to <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J <br />w/ 8d COMMON NAIL <br />J Lu <br />w LL 1-- O M <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />F <br />y ¢ O m <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />�t-OOtn <br />U) m u- :0'� <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />Z N w 0 O~ <br />MEMBER IF GABLE END <br />LL N " <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" <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 <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />S4 <br />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 />�rF� <br />Qi R/OR <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 HORIZON <br />T <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 />,� '� � •' :�d e" a .° <br />I I I_I � I —III I I 'd.. a. a_• � ' . <br />-IIIIIIIIIIIIIIIII 9 `: . <br />di <br />e <br />I I <br />(3) # 5 REBAR ON 3" CHAIR I 4" I III j _8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <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 />4'4 <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 />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />I— 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=l'-0" <br />ADDITIONAL INFORMATION. <br />,,ram <br />� za <br />w <br />® <br />-a cc x <br />Cu-� <br />9 - C co <br />r2- Y C <br />E <br />c1a <br />n�. <br />wry` <br />cu .r. <br />c.a na <br />c`.E <br />cc <br />..• <br />�i <br />S <br />• �N :- <br />i <br />-.J (� <br />o• aQ <br />LO <br />FE S1a;�\`\ <br />To the best of the Engineer's 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. 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O 0 <br />Q Ob 00 <br />M 00 <br />r- <br />``, <br />6 <br />tts <br />iri r <br />E o r <br />cc <br />E <br />JOB <br />NO : 22-11687-11682 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />