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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 BAFFLE INSULATION PER-- CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER, N> /1� 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 FOR UNDERLAYMENT10 STD. 90 NOOK (SEE DETAIL) LU j REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER � PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD - BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c °T • .' • AA M — 6X6 W1.4XW1.4 _ — • •: • WWF OR FIBERMESH TTT� TTT ° • 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w CL EACH FILL CELL TYPICAL a- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE co �--STD.90*HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" 11-8" TYP 2-STORY WALL SECTION REV.03.16.21 SCALE:3/4"=V-0" S6 A SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR, UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST M m 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: ` USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T' CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 2x STUDS @ 1^" 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION, TRU ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. to 0 SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" r — B.U.C. (8)1 Od NAILS TO STUD PER STRAP m SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N,T.S. RIBBONS LL S6 DETAIL FLOOR TRUSS 0 SCALE:1 1/2"=1'-0" "6') NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1,4 x W1.4 WWF OR FIBERMESH —ar—• — °. •' • .'. :• / ' (3) #5 CONT. ON 3" I 8" l 1'-8° I g- I CHAIR W/ 3" MIN. l CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. 15132" OSB �I EXPOSURE 1 -x II SHEATHING Fx PROVIDE II II BLOCKING AS SECTREQUIRED PER II D II i NOT FIULLX-X IF HEIGHT SHEET C II II II II G FLOOR SYST M (2)- 2x TOP PLATE f BEYOND I T � II 15/32" OSB I I EXPOSURE 1 F SHEATHING jily II II II SOLID 2x III III II II II I BLOCKINGSHEATHING A" p N EDGES (SEE III OPENING N X- III C III x II II Fxw II III x E _ III I III II II II 2x STUDS BEYOND. U) SEE PLAN o III I I I II I II I II II I I II I II rn WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". U ? OA NAIL AT BASE 2 ROWS C 4" O.C. w/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS 0 4" O.C. w/ 8d COMMON NAIL _ u. @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. 0 -) STAGGER ALL VERTICAL JOINTS & NAIL C 4" O.C. o w/ 8d COMMON NAIL J O LL O O PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER > p in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS C TOP & BOTT. �f-OOVN u~i OF in m LL � @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O LL O MEMBER IF GABLE END c ti " NOTE: • Sd NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 1/2 2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S„ = NAIL SPACING c 3/4" S 1/2„ S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2)12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING VERMM si rr"mr. SECTION X-X SF A/NpOw �N 2x CRIPPLES @ - 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) �F� oFNi�?0, C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 1 S4 BOX HEADER ONLY SEE PLAN FOR REQUIRED - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 9'-16' (3) 3)(2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO @ INTERVALS NOT EXCEEDING 10-0 (R302.11) ZX STUDS @ 16" O/C 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS SHEAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8" THICK. TENSION 2600#.) SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. .. •.. 4 • • .\ •. eo \ • ' FINISH GRADE M -III—III—III—I I ! °. 00 I_I I I_I I I I I a. i •' ,. I I I I I I -: ._•. I I I I 4 (3) # 5 REBAR ON 3" CHAIR J 4" 1 V-8�1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING V @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=1'-0" G ADDITIONAL INFORMATION. S6 N N u0 > w cm L C 1Z Q C A C,7 C 4 -- fl oo rt +% c 0- N d O r0 N a� a3i r co"'S. O :t= Q ct m p 39 0) ea .A ' � w earn N c w ". �s,,;aaaalltrPrPP, C0 V'U /i C4 ('l J 4- V��V'� LL J 1 0 A— L. ........ ��`�IPIPllI1lIIt1�`��\` To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 8 M FA to NQ1NpV '�' 8 �Ik LL ` J LL W LL - u. SSS a 2=8 1 ai W E 0 2 N2o'w Z m w co Z CN OU W 01D Z ,My z - N CD C1 �CD Q) (a LL ij— (n w W 0 w 9 V) �N c d ) as w _ $ _ U < _ • a �s T _ .. rJi p w� a° o Q go a u C1 oa Q o °z a ZE ry '3 <o j? r< 0 fa C ZF z m J ZU y m a$ >w 0zz W 8 dU J M 12 >LO J 0 m C9 LICT 0 Lo M a N Q g ``^� VJ m r-0 o LO ..� 4 -0 0 Y M o to m N O (3) Lo T Q M N T E a Z M Or) Vj T C a F3 O U _j a% Q p JOB NO : 23-00513 SCALE : AS NOTED SHEET NO. S6 (MONO)