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S <br />w <br />I <br />0 <br />N <br />m <br />r` <br />0 <br />N <br />v <br />Cn <br />0 <br />cV <br />0 <br />r` <br />0 <br />3 <br />IM <br />N <br />I <br />0 <br />cn� <br />rn <br />c <br />U <br />N <br />Q <br />i <br />S. <br />E <br />E <br />0 <br />0 <br />J <br />E2 <br />0 <br />v <br />coi <br />i <br />U <br />a <br />i <br />0 <br />.o <br />J <br />t <br />0 <br />L <br />LD <br />-18 <br />0 <br />cV <br />tV <br />0 <br />[V <br />N <br />a; <br />0 <br />m <br />w <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 PE-R-- <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 />112" 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 5 1000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQO <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.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />C_ <br />n <br />Y _ <br />I Ll <br />c7 <br />6x6 W1.4xW1.4 <br />WWF OR FIBERMESHI I I i II <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 - (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 />w <br />PLYWOOD SHEATHING <br />� <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />w <br />o T <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 />�I <br />LAYER 1/8" THICK. <br />L w <br />--INSULATION <br />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 />—ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />c� <br />4"x4" INSPECTION PORT AT <br />w a- EACH FILL CELL TYPICAL <br />AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />d <br />Q .a FINISH GRADE <br />44 <br />IIIIIIII III _- <br />I I —I I I a III —III —T_I 1 I- <br />-_I <br />—III III a III —I �I_ <br />IElI ` IIIIIIIII <br />-I 11 I 1 1 1— 1 III-1 1 I—j..L <br />(� .. , 11= I � ,-1 I I STD. 90*HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2-STORY WALL SECTION r, <br />REV. 03.16.21 <br />SCALE: 3/4"=1'-0" <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 112" NAILS TO <br />STUD--' <br />2nd FLOOR 1 <br />BEAM/GIRDE <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" <br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD1401 <br />/ <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 1 112" 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 />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE 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'IT" 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 />co <br />FLOOR TRUSS SEE FRAMING PLAN <br />_ <br />FLOOR TRUSS <br />O° <br />SEE FRAMING WE SCREED <br />C, z <br />PLAN • INSTALLED PER MANUF. <br />- � <br />a <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 112" <br />O/C FOR THE 1 ST 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 202 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) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSS <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 <br />INSTALLED PER. MANUF. <br />SIMPSON HETA20 w/ (8) 1Odx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" <br />FOR ADDITIONAL INFORMATION. <br />TRU <br />ii• <br />DETAIL (FLOOR TRUSS) (o <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION <br />2x BLOCKING HORIZONTALLY <br />— <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />SIMPSON SP1 w/ (10) 10d <br />NAILS AT EA. STUD <br />2 x STUDS @ 16" O.C. <br />2X P.T. PLATE <br />r—,dT d< <br />T— jTj <br />Ti i! I d ° <br />Z- SEE SHEATHING <br />SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN, <br />TYPICAL TENSION 2600#.) <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />d < d C ° <br />Q ad I I �70 <br />I I ICI ITI I ll 11F1 I II � II I I (3) #5 CONT. ON 3" <br />8" 11 811 r 8„ 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 />w <br />Lu <br />'n <br />0 <br />J <br />0 <br />//- (2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSURE <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />o SECTION X-X IF <br />uj <br />NOT FULL <br />Q HEIGHT SHEET <br />Z <br />z <br />G w FLOOR SYST M <br />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 />—15/32" OSB <br />EXPOSURE I F- <br />— F <br />SHEATHING w <br />2 <br />SOLID 2x rn <br />C <br />/ <br />BLOCKING @ ALL <br />© <br />i / <br />SHEATHING 00 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />a 0 <br />C <br />x <br />R w <br />—x <br />E <br />F <br />—2x STUDS w <br />BEYOND.co <br />SEE PLAN o <br />O <br />rn <br />3/8" "S" = NAIL y8" <br />SPACING <br />S 3/4" S 112" <br />t/2"� <br />7 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 wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />T�7 <br />SFFpNp p� <br />N <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 />R <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 Ys" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />o <br />w <br />JOINTS <br />TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />U) <br />PENETRATE SURFACE MORE THAN1g". <br />? <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 />u- = <br />© <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O C. w/ 8d COMMON NAIL. <br />O ¢ <br />OD <br />NAIL INTERIOR AT 6" O.C. w/ Bid COMMON NAIL, <br />O <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />o <br />w/ 8d COMMON NAIL <br />J <br />0 � O <br />O <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />> q O n <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />q Cn <br />v~ Or r m LL <br />� <br />© <br />(2) 8d NAILS @ 3" O.0 TO EACH TRUSS END OR @ VERTICAL <br />N w O <br />MEMBER IF GABLE END <br />M <br />NOTE, <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 />(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) 10d x 1 112" EACH SIDE <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 HORIZONTALLY — <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 />C d d .. . �4 ~d <br />cv d <br />-I I I -I I ` ` d° J_ <br />�11EE —��� II <br />I I I I I I I <br />(3) # 5 REBAR ON 3"CHAIR 4" 1' 8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 112" <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 />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) <br />2 <br />(1) <br />(2) <br />(1) LSTA30 <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 SHEA1 HIND 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 />co <br />FINISH GRADE <br />— 00 <br />IIII I C_? <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />N <br />N <br />Q c; <br />0 <br />w' <br />G W <br />C- t O <br />vo V cti <br />vcliz <br />n <br />ro �- <br />Q Obi C7 <br />N <br />co 3 75. °' W :x3:C <br />m o c <br />;n 3 3 ro <br />�.2� of <br />I=: O <br />N � � <br />CA- <br />,',�``%�yRO <br />G <br />a <br />L <br />4....T <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 />Engineer's signature and seal <br />I» <br />a � �8 <br />O N o <br />(� (V O <br />OD <br />i 0Lo <br />r r # <br />H # <br />NJ <br />Q C J LL w <br />J L LL a <br />_ _ w <br />Z MHO' <br />L NO <br />W o rn <br />W m w <br />Z00 M z q <br />Z U N O <br />W <br />N9 <br />V- d <br />z <br />is <br />z <br />¢_ <br />U <br />� z � <br />CD <br />cc <br />(U 5 <br />N o <br />w b <br />vv, <br />F— V7 <br />(>D <br />W <br />8 <br />ml <br />U T <br />N CT <br />Qc <br />o <br />i <br />M <br />M <br />� y <br />E <br />Z 6 <br />o o <br />® <br />C L <br />E <br />W� <br />CL <br />o CC <br />8° <br />U� <br />o <br />8° <br />tt Z <br />z <br />C <br />Nw <br />rt7 <br />ao <br />< <br />a <br />U <br />�s <br />C o <br />Z <br />'ao <br />Z <br />22 <br />w <br />W <br />8<o <br />LLz <br />U <br />y� <br />y LL <br />J <br />} <br />=oo� <br />CID <br />W <br />2 Q <br />In i <br />Orn <br />L <br />N <br />C) <br />c) <br />< <br />Y <br />CD <br />" <br />m <br />N <br />LO <br />O _0�- <br />M <br />CNI <br />C) <br />L0 <br />N <br />Q M <br />r <br />U-) <br />('') N <br />� N <br />o <br />z <br />,Eti <br />z <br />y <br />E O <br />C <br />C <br />(D <br />a <br />EO <br />U _j Q pm <br />C <br />JOB <br />NO : 22-12351 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />