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3 <br />W <br />C? <br />I <br />LO <br />4- <br />0 <br />P <br />0 <br />Q <br />J <br />to <br />0 <br />C) <br />0 <br />I <br />N <br />M <br />CV <br />0 <br />LO <br />i <br />0 <br />v <br />CJ') <br />0 <br />i <br />v+ <br />¢ <br />N <br />0 <br />0 <br />a <br />0 <br />N <br />E <br />0 <br />x <br />v <br />c <br />a <br />0 <br />0 <br />v <br />t7 <br />0 <br />Lo <br />v <br />0 <br />O <br />N <br />N <br />LO <br />0 <br />0 <br />Z <br />w <br />Q <br />m <br />v <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 />INSULATIO <br />BAFFLE <br />INSULATION P <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 ' j <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" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA < 1000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED <br />SPACE INTO APPROX, EQUAL AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />A <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE ")C' @ 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 <br />�— <br />CV <br />4'M <br />_ _ <br />I I—_ <br />II <br />_ _ <br />I I I_ = I I El 15111 <br />I—L�—III-L <br />III <br />° <br />e ° A. <br />6x6 W 1.4xW 1.4 <br />1 5E =1 11=I I I —I <br />I I <br />I <br />�=III=1 I I —III <br />WWF OR FIBERMESH -III—III=III—I <br />III <br />4 <br />04 <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 />w PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />w <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 />JI`w LAYER 1/8"THICK. <br />�w <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />�7 PAPER FOR <br />�1 MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. 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 />Cl) <br />Q <br />v <br />4"x4" INSPECTION PORT AT <br />a <br />EACH FILL CELL TYPICAL <br />LU <br />CO <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />7 <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />=1NISH GRADE 00 <br />rl II , ,III, III,=, Il�iirl�lii \—STD. <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" l'-8" <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 />2nd FLO <br />BEAM/GI <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 />1 st 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 />SCALE: N.T.S. <br />@ WOOD 1ST FLR, SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />TIE 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 />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 />FLOOR TRUSS <br />O° <br />SEE FRAMING WEEP SCREED <br />C?cz '— <br />L <br />PLAN ` . • INSTALLED PER MANUF. <br />T <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <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"=1' <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1— " " <br />2"x BOT. PLAT[ <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUST <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 1/4" x 2 1/4" TITEN <br />SCREWS TO MANSONRY I� <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <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 />ILL <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 />SCALE: 3/4"=1'-0" <br />.— B.U.C. <br />(8) 1 Od NAILS TO <br />STUD PER STRAP <br />LOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1 /2"=1'-0" "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 1U-0" (R302A 1) <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 />u <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />I 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />MEE <br />ICI <br />I I ..° <br />•' ° . ° a' I_TI <br />TT 1- <br />I I LEI I—III—III—III—III—It�8:":j <br />(3) #5 CONT. ON 3" <br />8' ITt—T 1'-8"_ ITI—TTf CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 <br />ADDITIONAL SLAB INFORMATION <br />15 <br />EXPOSOSUREREI <br />SHEATHING <br />x <br />X <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />c) SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET- <br />I­_ <br />Z <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F, <br />F <br />SHEATHING <br />w <br />2 <br />SOLID 2x <br />o7 <br />C <br />I <br />BLOCKING @ ALL <br />o <br />C <br />SHEATHING <br />00 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />Lu <br />C_ L)) <br />C <br />x <br />w <br />X <br />E <br />2x STUDS <br />Lu <br />w <br />1II <br />FF T <br />11 11BEYOND. <br />I <br />SEE PLAN <br />Zi <br />co <br />I \-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAIAI I rl r1/ATInKI MlAr%MAAA <br />"S" = NAIL 3/8" <br />SPACING <br />S 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/ 7/16" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />�RT'na�fSi� lid 1Si1Lr a <br />SECTION X-X <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 Y8" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />o <br />w <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />- <br />PENETRATE SURFACE MORE THANy". <br />co <br />co <br />? <br />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 />u- S <br />Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O <br />0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />i¢ <br />=n <br />O STAGGER ALL VERTICAL JOINTS &NAIL @ 4" O.C. <br />J <br />w/ 8d COMMON NAIL <br />ww LLJ II_ 0 � <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />- > Q � 0 F <br />Q xP00in <br />F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />u~ Oh m I <br />r <br />~ <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w O a <br />MEMBER IF GABLE END <br />C <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <br />1 <br />S4 <br />BOX HEADER <br />ONLY <br />O,o tii�R�OR <br />Nc <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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"1 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 HORIZONT <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 WI6x6 W1.4xW1.4 <br />WWF OR FIBERMESH <br />r <br />.G .. . ' a. •4 a .. a o <br />d <br />co a n ° <br />-III—I I I_I � I —I � a <br />d <br />� I I I I I � <br />. <br />� III=III=� <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <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 />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) <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 />FINISH GRADE 00 <br />— 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION, <br />V <br />S6 <br />04 <br />-o <br />P O7 -G <br />9 W <br />a t� o <br />c eve�N <br />1 <br />y,� <br />cm <br />� a <br />•� too � <br />N _= CV L <br />to y o tc <br />8 GV Y <br />c <br />s <br />m v � � <br />G 2 <br />es U c <br />7 � •� T <br />c E <br />w to <br />..o b.r <br />a �'• <br />a <br />A �� <br />ZU <br />'H <br />xo <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />�.� <br />W - <br />O� <br />U o <br />C co <br />u, ? O <br />rY, N ���_ <br />7:rrj N CDLL <br />?' H ai c�4 <br />S w <br />J L.L LL. 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