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tR LO Q CD �j te UO C-11 ta� 47�4 E E E 0 <.> 2' _0j LZ rl) C*4 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PEf+- CHART ON FLOOR PLAN 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) 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. WIB 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 S 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPR ;107 OX. EQU AREAS. 'FLOOR SYSTEM \PER PLAN 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE I' X" @ GARAGE ONLY) W/ 13/8" 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 I BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.( BASEBOARD MIN. 2500 PSI CONC. SLAE MIN. PSI MAY VARY PER MUNICIPALITY G 4 EAt I t - - - 1�! - I I I I I I WN 6X6 W`1,4XW1. -1 1 — WWFORFIB M H A da I . . - ;d :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 FRAMING SHEET FOR SCHEDULE - [RSH] - ON 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 LIJ PLYWOOD SHEATHING _j _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Z) (n FOR MORE INFO LIJ 0 Uj 0 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 tu- LAYER 1/8" THICK. W, IUJI INSULATION PER CHAR ON FLOOR PLAN B R S6 S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"A8"X1 6" CONIC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C/) LU 4"X4" INSPECTION PORT AT rr a. EACH FILL CELL TYPICAL UJ CO CL AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE :INISH GRADE ;0 11-1 "--STD.90*HOOK (3) # 5 REBAR ON T' CHAIP (SEE DETAIL) W/3"MIN. CLEARANCE 41' TYP 2-STORY WALL SECTION REV. 03.16.21 1. 1-01, SCALE: 314 =1 S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2x STUDS@ 1 2"x BOT. PLATI (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS' TTACHED WALL SHEATHING ONTINUOUS TO BOTTOM RIBBON 8d @ 4" O.C., 2 ROWS STAGGERED (4 RIBBONS, EACH W/ 4-16d AILS INTO EA. FLOOR TRUSS 1EEP SCREED U u ISTALLED PER. MANUF. ri C IMPSON HETA20 w/ (8) 10dxl 1/2" U AILS AT EA. TRUSS w/ MIN. 4" MBEDMENT IN KO BLOCK 15/32* OSB All EXPOSURE 1 SHEATHING PROVIDE BLOCKING AS REQUIRED PER D SECTION X-X IF L�u NOT FULL J -1 HEIGHT SHEET - co z L M FLOOR =SYST �� (2)- 2x TOP PLATE BEYOND I 15132" OS13 EXPOSURE1 FF SHEATHING Lu Lu :C OLID2x U3 I 11 BLOCKING 0 ALL 2 C SHEATHING 0 U) EDGES (SEE OPENING I I I I SECTION X-X) Lu Q. 3 l - ui x 2� uj —2xSTUDS Lu BEYOND. T SEE PLAN 2 0 (n I --2x4 P.T. BASE —&JHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I f-i r%/A-rl^Kl MIAf'%MARA 3/8" "S" = NAIL 3/8" 2ND FLOOR FRAME CONNECTION FLOOR CONNECTION SPACING SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. �6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" �6 FOR ADDITIONAL INFORMATION. 3/4" 1/2" 1/2 S 1/2 S 7 S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING 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----- *SIMPSON LTP4 W1 (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD IIST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1 Od @ 6" 0. C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL 'IT" AND CORNER DETAILS N LE: N.T.S. SCA � �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING --\ ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 09 SEE FRAMING WEEP SCREED 9 K PLAN INSTALLED PER MANUF. 2"X4" CROSS BRACE SIMPSON HETA20 W/ (8) 1 0dx1 1/2" 48" O/C FOR THE 1 ST Z-O" OF NAILS @ 24" O.C. INTO TRUSS BLO END WALL W1 (2)10dx3" @ EA. 11 1 1 KING& 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"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=V-0" "6,/) NOTE: SEE TYPICAL WALL I SEE SHEATHING SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR 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 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER AT EA. STUD (MIN. SHEAR 3500#. MIN. NAILS 2 x STUDS @ 16" O.C. TYPICALTENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH L A'4 .4 A .4. 4. 4. -A-itA W (3) #5 CONT. ON 3" _8" V-8" CHAIR W/ 3" MIN. E� CLEARANCE INTERIOR 2-STORY FRAME SECTION 'S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0- S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING 'LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 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 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.) 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 0 ui JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 9". U) Z NAIL AT BASE 2 ROWS @ 4- D.C. w/ 8d COMMON NAIL a NAIL AT TOP PLATE TWO IROWS@ 4- D.C. w18d COMMON NAIL z LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- D.C. wl 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. W1 8d COMMON NAIL. In STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. _j 0 wl 8d COMMON NAIL a w 2 Lu 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER � 0 a w/ 8d COMMON NAILS @ 4" D.C. (2) ROWS @ TOP & BOTT. 0 0 0 F0 �o " ' ::) LL a: @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL Cn 111 0 U. c,4 LU 0 MEMBER IF GABLE END u_ X NOTE: WALL SHEATHING INSTALL. rc & NAILING SCHED. �6 REVISION 12-7-2020 2 ROWS 12d NAILS STAGGERED @ 12" O/C EACH NFACE 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) BOX HEADER 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) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED--�' CONNECTIONS LOAD BEAR I NG/EXTER IOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAL - INTERVALS NOT @ EXCEEDING 10'-0" (R302. 5/8"DIA. x 10" "J" BOLT W1 8" EMBEDMENT @ 24- O.C. W/ 2"DIA, x 3/16"PLATE WASHER (MIN. HEAR 35 MIN. TY I AL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4XW1.4 WWF OR FIBERMESH . . .. lk , 44 4 - A A A A 7111 11 I=- A M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN.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 JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END (1) (2) (1) (2) (1)LSTA30 4'-9' (2 (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (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 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. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 1 FINISH GRADE (3) # 5 REBAR ON 3" CHAIR 4" .11-8.1 W/3" MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4711-011 r ADDITIONAL INFORMATION. S6 9;_ *... ra-1 CC N. LAJ C qm_ 2 C2. = L CCE, M C..) C', 3.K Li- Gi- cc *A 04 4n C= cc CL tz CD C3 CD r = 1 1111,41 Zz. 1, . C14 CZ.- j, C;. FL 4�, Al 'T 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. 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