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T3 CN CD < 51, PI) Cli LO C� LO CD a- 0 r') E co 9 d) E 0 0 9 -2 tz 8 C'4 LO r-4 W Li _29 :1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO BAFFLE 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" 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) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 112" GYP. WEI 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 :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�� SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ��ER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " K' @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WEI INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL :FOR UNDERLAYMENT 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 LU PLYWOOD SHEATHING _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Lij 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 LAYER 1/8" THICK. _j Uj D LU U_ = vj INSULATION PER CHART ON FLOOR PLAN B �R )fETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC, KNOCKOUT BILK. W/11#5 ROD CONT. FILLED SOLID W/GROUT —ARCHITECTURAL FINISH (1) #5 VERT, IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) Cl) LU 0 4"X4" INSPECTION PORT AT LI_ _j W 0- EACH FILL CELL TYPICAL UJ U) 1x WID FURRING @ 24" O.0 AT GARAGE CONTRACTOR LO BASEBOARD TO CUT BLOCK OR POUR cli MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 411to 6" BELOW GRADE 4 4 a. 00 4. 0? cli 14 /FINISH GRADE 6x6 W1.4XW1.4 4 WWF OR FIBERMESH ill -:I I \—STD. 90*HOOK T -1r=,, i -ir (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE 4" 11-81, (SEE DETAIL) TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" B SIMPSON LSTA24 STRAP w/(8) 10dx 1 1/2" NAILS TO 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) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 W/ (12) 8d A 1/2" NAILS @ 24" O.C. 1 st 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 SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLIF SHEAR CAP = 355 PLIF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W1 O.C. ,OR TRUSS/JOIST 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. E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING E TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED IF PLAN INSTALLED PER MANUF. \\—SIMPSON HETA20 W/ (8) 1 0dx1 1/2" 2"x4" CROSS BRACE 48" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLO KING& MIN. 4" EMBEDMENT END WALL W/(2)10dx3" @ EA. LLL-L IN KO BLOCK END INTO 2"X4" BLOCKING SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION I Il PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 11— — — 2"x BOT. PLAT[ (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS": FLOOR CONNECTION 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 U U WEEP SCREED INSTALLED PER. MANUF. C v SIMPSON HETA20 wl (8) 1 0dx1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. TRL RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 11/2"=V-0" �6 NOTE: SEE TYPICAL WALL I SEE SHEATHING SECTION C/S3 FOR ',, SPECS ON FLOOR ADDITIONAL INFORMATION --1/2" GYP W.B. MIN,@ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-10" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 1 Old 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS@ 16" O.0 TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A A' A 4 CD 11-11 r__I 11— 117-1117-- qj;:�_, (3) #5 CONT. ON 3" 8 1'41 8"_� CHAIRW/3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION 'S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 rR 15/32" OSB EXPOSURE1 FIX r SHEATHING PROVIDE BLOCKING AS REQUIRED PER C 0 SECTION X-X IF LU NOT FULL HEIGHTSHEET-fj W z L G FLOOR SYST M 4 (2)- 2x TOP PLATE BEYOND I —15/ 2" OSB EXPOSURE 1 SHEATHING w [IF LU z: SOLID 2x (0 g BLOCKING @ALL _j yi, SHEATHING 0 U) EDGES(SEE OPENING ___I, I I SECTION X-X) Li 0 "A R Lu 0� __x. _2x STUDS Lu w 7 BEYOND. SEE PLAN LL d 0 0 —2x4 P.T. BASE \--(D--JHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEEPLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING /�Ill 1/2"' S 1/2' S 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 w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X DOt�, 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END C) LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _j PENETRATE SURFACE MORE THAN Y8". < W z NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL (D NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 < @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. ui STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL 0 L Lu �X- �O q) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER < �- 0 En wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. P o 0 U) C'O 0 LL �- 2 @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL —1 W LU U_ LU 0 0 MEMBER IF GABLE END _U) NOTE: " C� WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 -ROWS 12d NAILS 2 STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" OIC FOR 2"x`10" OR GREATER HEADER 'SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN ��S 4 \-- INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS ONLY EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE ob- 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZONTALLY——\ @ INTERVALS NOT -0" (R302 .11) EXCEEDING 10' I 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. WWF OR FIBERMESH SLAB W1 6x6 W1 .4xW1A 4 All-A A A' S... 77M7 M SIS . 8d NAILS FOR WALL SHEATHING MUST BEMIN.131 X2 1/2 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EAEND EAEND EAEND EAEND V-4- (1) (2) (1) (2) (1) LSTA30 4' -9. (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 1 (3) 1 (2) 1 (3) 1 (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTIM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W1 (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 [T— (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD IIST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" r ADDITIONAL INFORMATION. S6 . T__ et"). i--_j 0 . %a- C— C., ce) 3 T C..; c- iP4 CP co r - �2 ...r C 0) 9W -5 x S 0 :-t:: '.3; 3; 0 .5; to 0- 5 IS ;p J _]� 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 Engineer's signature and seal. MEN 0) � W IT E AW Aii 0 0 E" Ng co 0 0) U5 04 C) A 9 0 P-,�Zq 'n`�, CE5 LL U_ a- Lu S2 z IS -, , I 6 z INA 'I _T 2: C� Z� 3: 0 W 0 x I& W U) . M z 0 :t co Z LL < go z (D < < < 13 CD (1) u- 4-1 C_/D (10 LIJ 2 M W (D 0 V) V) rn U Lu E 2 8 m: 1 U 5 U) < 0 44 c.0 cl'� z z cu E g Z CL 0 E-= 0 w� 00 .0 01 cz, E o < 0 1. 0 < XZ < 0 0, z M _j 15 01 E� z C) < �- 0. zz 10 C/D 2 1 -z W C) M N, '0 18 _j 0 a) L_ Q0 Cc U) .2 co L0 CD C) N 0) C:) 1) U C.0 LO E :L--M I— C (.0 U') 0 Ca z :3 E Ir— cc CL E 0 0 "a 75 0 _j < 0 C: _j JOB NO 23-06116 SCALE AS NOTED SHEEF NO. S6 (MONO)