Laserfiche WebLink
v <br />J <br />W <br />0 <br />0 <br />v <br />v <br />to <br />0 <br />0 <br />r2 <br />J <br />CID <br />I <br />0 <br />cn <br />0 <br />rn <br />N <br />ij.. <br />E <br />a <br />O <br />v <br />co <br />tZ <br />U <br />v <br />U <br />N <br />w-+ <br />.p <br />i <br />:o <br />CL <br />i <br />M <br />3 <br />i <br />E <br />,o <br />v <br />9 <br />0 <br />LZ <br />14 <br />CV <br />N <br />0 <br />0 <br />a <br />CV <br />O <br />CV <br />a' <br />0 <br />5 <br />GO <br />v <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING <br />CODE 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" 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 1407 <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" 0/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" 0.1 <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAT <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />c <br />A <br />a <br />CV <br />co <br />I- <br />1I <br />6x6 W1.4xW1,4 <br />WWF OR FIBERMESH 11T(' I l i ILITII I I I I I h <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 PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />co <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 />I.- METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />Z) w LAYER 1/8" THICK, <br />INSULATION PER <br />CHART ON FLOOR PLAN <br />rB <br />R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONIC. KNOCKOUT <br />BILK. 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 />M <br />v 4"x4" INSPECTION PORT AT <br />w EACH FILL CELL TYPICAL <br />a. <br />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 />c a FINISH GRADE <br />.. .� .e e� <br />' ee III_III- <br />' I I I „I I T, III I I I' L \-STD. 90'HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" <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 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- e / <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)1 Od x 1 112" <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 />-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)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 />"T" 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 />1-11 <br />TO BOTTOM PLATE/CHORD W/ 8d <br />I><1 5z. F <br />@ 4" O/C, 2 ROWS STAGGERED <br />O° <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS ' <br />-1 <br />SEE FRAMING WEEP SCREED <br />o z r <br />PLAN .. . ' . INSTALLED PER MANUF. <br />r <br />y <br />SIMPSON HETA20 w/ 8 1 Odx1 1/2" <br />2"x4" CROSS BRACE @ 48" ( ) <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 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTIONrR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SG <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 TRUSIc <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 />Ll <br />WEEP SCREEDU. <br />INSTALLED PER. MANUF. c <br />SIMPSON HETA20 w/ (8) 1Odx1 1/2" ( v <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15132" OSB <br />EXPOSUREI <br />FT, <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />p SECTION X-X IF <br />uj NOT FULL <br />¢ HEIGHT SHEET <br />C <br />Cn <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 />SHEATHING w <br />2 <br />SOLID 2x <br />C <br />BLOCKING @ALL ZM <br />C <br />SHEATHING O <br />U) <br />EDGES(SEE <br />OPENING <br />SECTION X- <br />n. U <br />C <br />x <br />vw <br />x <br />E <br />r <br />2x STUDS w <br />BEYOND. <br />SEE PLAN p <br />0 <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 />FLOOR CONNECTION B <br />MASONRY 1ST FLR. SEE J/S6 S6 3/s° SPAC <br />@ SCALE: 3/4"=1'-0" sPAc <br />FOR ADDITIONAL INFORMATION. <br />S 3/4„ <br />I <br />SINGLE NAIL EDGE SPACING <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <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)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 />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />.e e <br />n < <br />III, —III <br />as .a .• a da ^ <br />IT'C—�IT.r <br />III— ra.. a '• e • <br />e —I I <br />111-- <br />III I fTtlI1111I 11 II I Imo}-C AI W/3" ON. <br />8" 1'-8" 8" Il 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 />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 />�01' <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 y" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />Lu <br />PENETRATE SURFACE MORE THANy". <br />H <br />z <br />O 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 />O <br />@NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />ui <br />=i� <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J p <br />w/ 8d COMMON NAIL <br />J LU <br />0 ?P O ¢ <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J } ¢ 1-- O in <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />¢ �FOOuo <br />Z w <br />0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @VERTICAL <br />LL <br />N w p O <br />MEMBER IF GABLE END <br />1— LL <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 />4 FACE OR 3-ROWS 12d NAILS <br />STAGGERED @ 12" O/C FOR <br />TAY' OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />4 <br />1 (2) 2x HEADER SEE PLAN <br />S4 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)1 Od x 1 1/2" EACH SIDE <br />2x STUDS TYP. <br />BOT. PLATE <br />oXTF,4i FLOOR TRUSS / <br />BEAM <br />SEE PLAN FOR REQUIRED ---- <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 W/ 6x6 W 1.4xW 1.4 <br />WWF OR FIBERMESH <br />4. <br />Q e <br />a <br />N III —I I I_I I I_I I e e, <br />M <br />e e a <br />-III—I � I —III .. . <br />4 a. <br />(3) # 5 REBAR ON 3" CHAIR --/4" 1 V-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'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />(3) <br />1(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) 1 Od NAILS <br />AT EA. STUD <br />2X P,T. PLATE <br />WEEP SCREED INSTALLED PER, MANUF. <br />FINISH GRADE <br />— 00 <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-O" <br />ADDITIONAL INFORMATION. <br />91� <br />C%j ENCID <br />`' <br />(el _ <br />�3. C <br />L0 <br />.0- <br />7" �. <br />' W <br />3 <br />0 <br />w - <br />•\ <br />,¢� . �A7� N <br />N <br />a <br />�-F L 0 <br />. ....•• <br />"tlr <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W c E <br />CD m <br />a <br />N N m G Ui <br />*� C C J <br />C? N 9k u. W <br />(0 <br />W U)rr� LL W a <br />a �M� ' N co <br />�L_LL a L <br />_ °' <br />Z F 3: <br />0O t- <br />L c0 C'_ <br />r <br />co LY O <br />W�2QjO' ¢a< <br />o a <br />ZLo N <br />Z J <br />N co S2 O <br />U U vvi <br />Z 0 <br />❑�❑ <br />WIL <br />0 V MM <br />z N M <br />0 00 <br />z <br />z o <br />Q <br />J <br />a <br />N <br />vi z a <br />/� , t n C <br />W �J o <br />4.1 <br />fp LLr m <br />U <br />owoOva <br />V) <br />W J <br />E <br />— 8 <br />ro� <br />� <br />= w <br />c , <br />Q <br />�Q <br />N <br />I� <br />o <br />M <br />�w <br />M <br />i <br />m <br />Z <br />Q o <br />t-K <br />� <br />� <br />'a <br />°wW <br />CU U <br /><o <br />t <br />U <br />aF <br />7 O <br />2Q <br />z <br />O <br />N � <br />o <br />w z <br />¢o <br />W Z <br />rr . <br />W� <br />• � <br />N <br />-a�i <br />z <br />U <br />O <br />Z <br />z <br />z <br />J <br />m'<W <br />a" <br />Zz <br />to <br />N <br />o <br />Z <br />5� <br />W <br />Q <br />LLTo <br />ww <br />aLL <br />Uj <br />�3 <br />�0 <br />J <br />o <br />,� <br />CC) <br />I <br />o¢ <br />aF <br />.N O <br />� <br />co <br />m <br />12 <br />0 <br />L_ <br />`0 <br />T <br />:3 r <br />0- <br />Y <br />T <br />V/ <br />m <br />O <br />CN <br />V� <br />N <br />N <br />Lo <br />Q f <br />r <br />ui <br />N <br />M N <br />o <br />z <br />Z <br />E 7 — o <br />�a <br />a <br />E <br />0 Q Ca <br />c <br />JOB <br />NO : 22-02363 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />