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3 <br />w <br />I <br />co <br />i <br />M <br />to <br />N <br />3 <br />0 <br />L <br />a <br />N <br />0 <br />rn <br />3 <br />tz <br />Q <br />N <br />0 <br />i <br />a <br />E <br />N <br />E <br />O <br />x <br />`c <br />Cn <br />_N <br />fA <br />U <br />C <br />U <br />i <br />O <br />i <br />o <br />0 <br />0 <br />a, <br />LZ <br />CD <br />N <br />LID <br />a <br />CV <br />0 <br />N <br />c <br />a <br />m <br />0 <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 />12 / <br />INSULATIO <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/ 1Od <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 <br />AREAS. <br />FLOOR SYSTEM <br />ER\ = O <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 />M I-1 ( =1T_I—III—I a <br />' I I—III—III=1 <br />6x6 W1.4xW1.4 1 —1 =1 1 HEM I I °' ° °. <br />WWF OR FIBERMESH I-� I�I I I I I I II I I I I I d <br />-T_ITI-1 IT I I ° • ° <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 />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />w <br />0 LU <br />oC <br />„�-- 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />�`t- 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 />ETAL SEAT <br />OR FELT <br />f7PAPER 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 />— <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />U_LIJ <br />v <br />4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />w <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 />411to 6" BELOW GRADE <br />-INISH GRADE00 <br />U71 �I ��,I�I�I�I,,,III li'—STD.90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" <br />TYP 2-STORY WALL SECTION ,1 <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />STUDt <br />2nd FLOOR W <br />BEAM/GIRDER <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 />*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 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1 ST 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 />sl_ocl<s <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />iTE 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 "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 />OP <br />SEE FRAMING WEEP SCREED <br />CD'- <br />PLAN e INSTALLED PER MANUF. <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 rR <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 <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 TRUS'r <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE J/S6 <br />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 />Lu <br />WEEP SCREEDLU <br />INSTALLED PER. MANUF. to <br />O <br />SIMPSON HETA20 w/ (8)10dx1 1/2" I U) <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: 3/4"=V-0" <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <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 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD F(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 />° .— <br />° ° .°° <br />°. <br />44. — CO <br />d 4 °`111- <br />I ITI I—I�I I IT—�I�I I II��I Ir ' (3) #5 CONT. ON 3" <br />8" 1'4" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 314"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />15/32" OSB �I <br />EXPOSURE 1 x II <br />SHEATHING <br />— —__ <br />PROVIDE II II <br />BLOCKING AS <br />REQUIRED PER II D II <br />SECTION X-X IF <br />i NOT FULL <br />HEIGHT SHEET C II II <br />II II <br />JI — IL <br />G FLOOR SYSTI M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />—g• <br />TF <br />15/32" OSB <br />T 'I II <br />EXPOSUURR <br />EXPOE 1 �. <br />F <br />SHEATHING Lu <br />uii <br />' <br />I II II II I <br />SOLID 2x <br />IIIC <br />III II II II I <br />@HEATHING ALL o <br />C <br />SBLOCKING <br />EDGES(SEE <br />III <br />OPENING11L <br />SECTION X-X <br />Ld <br />III <br />C <br />III x <br />i-1, L II <br />w <br />II <br />IIF x E <br />_ <br />W <br />2x STUDSLu <br />III <br />I <br />III II I) I) <br />BEYOND. 0' <br />SEE PLAN o <br />III <br />I I I II I <br />II I II II I I <br />0 <br />II <br />Ll I — LI <br />Ile 2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM MA1 I t-I r-XIA'rl^Kl MIAn11ARA <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />c 3/4" S 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/ 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 @ Y O.C. <br />STAGGERED FOR SHEATHING <br />VFRTI(:A�NF. <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 />QFNr,,. <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 />o <br />w <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />-' <br />PENETRATE SURFACE MORE THANY8". <br />co <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 />- <br />LL 2 <br />Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O w <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />V)i <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />J <br />w0 LL � O <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J >- d { O <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />d WI-000 <br />v~i O If M LL <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />Z N O LLO <br />MEMBER IF GABLE END <br />" <br />_U) <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 • 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 />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 HORIZONTAL <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 <br />a° \° a r' <br />d ' <br />IIIIIIIIIIIIIIIII ° °` ° <br />4 °• <br />°--°-1 <br />I 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 />1'4 <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 />(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 />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />00 <br />FINISH GRADE <br />u <br />m <br />N <br />C%4 <br />i � p <br />Cj <br />K <br />LA_ a <br />v cb o L <br />o A <br />y <br />•� dN <br />2 co <br />AX, o' <br />— <br />cr � 3 eo <br />cc 0 <br />.d`. <br />ar va <br />0 <br />Ott <br />CV <br />tort <br />v) . OS <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 />H <br />W vE <br />co 8 <br />st0 <br />O N o <br />0 a, m a N <br />t- �, <br />to <br />N M '! # LL <br />Q C J LL W <br />/n JLLL1 n- <br />uj <br />°52 <br />Z Morn <br />E2 o <br />W 0, 2' X <br />Z LL - Z� 0 <br />"I co Z d <br />N O U �d <br />WLL <br />❑ Elm <br />'�nn <br />V M <br />CD <br />:2! 0 <br />N <br />z o � <br />N <br />N <br />M <br />� z a <br />^ ' CD <br />C1 <br />W.2 <br />— LL <br />+� <br />«, <br />i <br />j— <br />O w <br />V) rV <br />r-- _ E <br />— � 3 <br />I <br />¢ vC,, o <br />N o <br />!m <br />r, <br />o <br />r� <br />� <br />M <br />M <br />�' ¢ <br />zo � <br />z <br />z <br />� <br />U_ <br />Z <br />O <br />} � <br />Q N <br />Q <br />C <br />E o <br />W z <br />Z® <br />oa <br />H <br />o E <br />x <br />�¢ <br />�o <br />�H <br />no <br />Y <br />o <br />mo <br />8 <br />z <br />z <br />2 �, <br />N <br />¢ '� <br />a� <br />Z z <br />, <br />W <br />a S <br />¢p <br />nw <br />r- <br />aLL <br />=� <br />¢T0 <br />zIa <br />3 <br />C <br />O C) <br />i <br />a <br />> II.n <br />O <br />ai <br />m <br />2 <br />C9 <br />T <br />^ <br />� <br />r <br />� <br />r ^ U <br />v, o <br />N <br />4-1m <br />LO <br />O <br />M <br />cV <br />-0 O <br />U) <br />T <br />< <br />T <br />^ <br />E <br />Z <br />E <br />mig ` <br />d <br />U _j Q 0 <br />� <br />JOB <br />NO: 22-06452 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />UTIT T _.TiI bb li,l:: l!i 1 - - - <br />