Laserfiche WebLink
3 <br />-o <br />m <br />n <br />LO <br />LO <br />c <br />.a <br />a <br />0 <br />0 <br />0 <br />00 <br />0 <br />I <br />00 <br />r- <br />N <br />LO <br />LO <br />`v <br />cn <br />0 <br />a <br />0 <br />0 <br />J <br />0 <br />rrr) <br />0 <br />I <br />LO <br />L0 <br />L <br />a <br />0 <br />rn <br />c <br />3 <br />N <br />E_ <br />E <br />co <br />x <br />0 <br />c <br />c <br />J <br />y <br />I.� <br />0 <br />v <br />UI <br />ti <br />U <br />.O <br />0 <br />i <br />a <br />0 <br />0 <br />01 <br />J <br />N <br />[i <br />15 <br />O <br />0 <br />cV <br />O <br />0 <br />m <br />N <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />TO BE IN ACCORDANCE w/ R903.2, 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" Q.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. EQU <br />AREAS. <br />If <br />FLOOR SYSTEM <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 />E <br />6x6 W1.4xW1.4 <br />WWF OR FIBERMESH I_I II I III <br />/ A <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 />j w PLYWOOD SHEATHING <br />U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />Uj <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />J I`� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />w 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 />ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />W U 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />LU U) <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 />FINISH GRADE 00 <br />00 <br />III=III—I 1- 4 z <br />III=III=III- <br />T <br />III —III- <br />-- <br />-I 1 1 " IIII �STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR I (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2-STORY WALL SECTION <br />REV.03.16.21 SCALE:3/4"=V-0" C <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 112" 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)1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL — <br />.' • M�1 <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 1 112" 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 />FLOOR TRUSS <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 :� <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING WEEP SCREED <br />PLAN • INSTALLED PER MANUF. <br />y c <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" <br />O/C FOR THE 1ST 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 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 37'=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1 <br />2"x BOT. PLATE <br />(2)1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSS <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 SCREEDLL <br />U. <br />INSTALLED PER. MANUF. <br />c <br />SIMPSON HETA20 w/ (8)1Odx1 1/2"ff <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />TRU <br />RIBBONS <br />DETAIL FLOOR TRUSSro <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 wl (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 />JL <br />A. <br />�°=III= <br />I.1 ' <br />T <br />I l i 11 I J 1 �I 1 I —I 1- C #5 W/ 3" ON . <br />T-If III— II <br />8" 1'-8" 8" CHAIR W/ MIN <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 />15/32" OSB <br />EXPOSUREI <br />FI <br />F <br />SHEATHING <br />X <br />PROVIDE <br />X <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />uu NOT FULL <br />HEIGHT SHEET - <br />co <br />z <br />M <br />G FLOOR SYST <br />(2)- 2x TOP PLATE <br />BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F <br />G <br />SHEATHING w <br />= <br />SOLID 2x V' <br />C <br />BLOCKING I@ ALL <br />C <br />z <br />SHEATHING 0 <br />0 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />a0 <br />C <br />x <br />�w <br />0.1 <br />_x <br />E <br />N <br />Lu <br />2x STUDS Ld <br />BEYOND. <br />SEE PLAN o <br />O <br />U) <br />\1-2x4 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 P"t r\/ATI^A1 Mi AnMAAA <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />S 3/4" S41s <br />1/2" <br />'1 1 1/2" <br />/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 />VFRTI(:AI A� I (N <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.0) <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 />o <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />J <br />J <br />PENETRATE SURFACE MORE THAN Ye". <br />? <br />Q 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 />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 <br />0 NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />¢ <br />Z. <br />v=i <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />j o <br />w/ 8d COMMON NAIL <br />o LL F_ 00 tY <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />> a I- O y <br />JQ K�OOVI <br />O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />a 00 w M LL � <br />Z I' <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N W O u_ <br />MEMBER IF GABLE END <br />c <br />NOTE: <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 />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 If2xHEADER SEE PLAN <br />TERIOR 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)1 Od x 1 1/2" EACH SIDE <br />oo N�F'10 <br />�� <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 HORIZONT <br />@ INTERVALS NOT <br />EXCEEDING 10'-O" (R302.11) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3116" 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 ° <br />N <br />-III—III—I I_I I ° ° ° <br />M <br />III —III —III II <br />II.I IIIIIIIIIIII 4 <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 />(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 />co <br />-I <br />FINISH GRADE <br />00 <br />:1111; 1 9I� I <br />(3) # 5 REBAR ON 3" CHAIR t 4" 1 1'4' <br />W/3" MIN. CLEARANCE l <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL INFORMATION. S7 <br />Go <br />0 <br />v :tz <br />W ^a <br />® Z.- <br />p <br />o <br />a � cz <br />c - <br />= X <br />u- 0. <br />C= <br />N d N <br />c <br />rn -y ce rra <br />a <br />- _ c <br />cn r, <br />�3 <br />SRO <br />Zkz <br />°` <br />&v C�` o <br />•p <br />Q <br />® �r <br />C <br />F l� <br />-��A 0�'ESSjG@► <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 />N <br />E <br />W -M 8 <br />Q O <br />/{ C, <br />cN � <br />V y .0 1 <br />M d0, i! LL <br />CJ Jl <br />CU <br />J U_LL d <br />� ° <br />a rqCS Z� <br />�. =.ENO O 0 <br />W F, <br />U) o <br />a Mz a <br />LL <br />N <br />OU <br />a <br />W ❑❑ <br />N ch <br />0 <br />� o � <br />V) z _ <br />0 <br />Q) 0 <br />1 LL <br />r <br />T' � <br />(6 w m <br />Fe <br />g <br />Ln <br />Ln <br />70s <br />r— — EE <br />m <br />¢ N <br />i—ISO <br />to <br />M <br />z <br />o <br />Z <br />E <br />E <br />g1 <br />�s <br />O <br />F- <br />wz <br />R. <br />U <br />oa <br />CL <br />N N <br />i <br />&Q <br />o <br />go <br />ao <br />p <br />0< <br />z <br />�z <br />rp <br />N c <br />_ c <br />z <br />m� <br />0 <br />O ¢ <br />z, <br />a� <br />m <br />�� <br />< w <br />�z <br />3 <br />�o <br /><U <br />3 <br />LL <br />a <br />�w <br />U <br />o <br />3 <br />Y <br />= <br />OO <br />LL <br />5 ti <br />a0 <br />3 <br />c 0 <br />re <br />>� <br />LO <br />'^ <br />u , <br />°' <br />rn <br />m <br />Q <br />c� <br />Imo— <br />L_ <br />O <br />O <br />T- <br />O <br />J <br />� <br />� Y <br />r <br />m <br />co <br />T <br />4-1 <br />0 <br />LO <br />CN <br />o <br />LO <br />N <br />N <br />Q r <br />r <br />N <br />j O III-Z <br />O <br />(0 <br />Z <br />c <br />(n <br />E �— N <br />E <br />`c <br />c <br />m <br />0- <br />v 0 Q o <br />JOB <br />NO : 22-08309 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />:��hi� 1 1IIi.:_Fi IIti1d.L,A-11ii f:4,114113L 3111 illk A11011-iGtNlr AaiLT ���:f.1.1li .i. 1 IT—f-- F__ i I. - r <br />