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C" LO rl- LO C14 LO U') 2 LO CN V) zt _C'4 LO E LO 4% 10 E 01. <1� CL r4l) S14 6 V) ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 Z:7 INSULATIONL— BAFFLE INSULATION PE-R 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) 10d @ 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 15 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�� SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM \-PER PLAN A 1/2" HIGH STRENGTH OR 5/8" GYP WEI (OR 5/8" GYP. TYPE " 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 BAND JOIST TYPICAL UNDERLAYMENT :FOR REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE wl 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 Cn 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 LAYER 1/8" THICK. LL Uj INSULATION PER CHART ON FLOOR PLAN Z— METAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"X8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL Cl) 1x WD FURRING @ 24" O.0 a. AT GARAGE CONTRACTOR BASEBOARD 16 TO CUT BLOCK OR POUR C14 MIN. 2500 PSI CONIC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE I E ;4*.- '4 A, AA /FINISH GRADE 00 0? I 'A P 6x6 W1.4xW1.4 WWF OR FIBERMESH ®r t STD. 90'HOOK Fii (3) # 5 REBAR ON 3" CHAIR-/ T-1 T �A 4" (SEE DETAIL) W/3" MIN. CLEARANCE TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d X 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" NAI LS TO STU D & (8) 1 Od x 11/2" TO BAN D JOIST AT EA. STUD 2nd FLOOR WALL----� e / BAND JOIST *SIMPSON LTP4 W/ (112) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od X 11/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLIF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 2x STUDS @ 16" O.C. - - -vl- - 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING (2) 10d @ 6" O.C. CONTINUOUS TO B0170M RIBBON B (2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, 1 0/- BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE W/ 8d @ 4" O.C., 2 ROWS STAGGERED F 15/32" OSB ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM X" 'END SHEATHING TO 15/32" OSB EXPOSURE1 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END )F BEAM OR GIRDER EXPOSURE 1 SHEATHING JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT SHEATHING x m PENETRATE SURFACE MORE THAN)j". SOLID 2x a BLOCKING Q ALL =i ,TE W/ SHEATHING 0 Z (Z) NAIL AT BASE 2 ROWS @ 4"O.C. wl 8d COMMON NAIL EDGES (SEE (n O.C. 2X4 RIBBONS, EACH W/ 4-16d PROVIDE OPENING @ NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL 11 -j ISECTION X-X) NAILS INTO EA. FLOOR TRUSS BLOCKING As L @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O.C. wl 8d COMMON NAIL. REQUIRED PER q: 3 U. -x 'T W 0 SECTION X-X IF WWO @ NAIL INTERIOR AT 6"O.C. w/ 8d COMMON NAIL. W W NOT FULL f n+ � I A 11 0 WEEP SCREED -j ---- I -/ /;:N U) (g) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. HEIGHT SHEET- -x ii 11 1 INSTALLED PER. MANUF. 0 w/ 8d COMMON NAIL a �Wx 0 Lu PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER 0 -2xSTUIDS W LL 0 m CF SIMPSON HETA20 w/ (8) 1 0dx1 1/2" BEYOND. > - 0<� 0 F W1 8d COMMON NAILS @ 4" D.C. (2) ROWS @ TOP & BOTT. 0: F- 0 10 NAILS AT EA. TRUSS w/ MIN. 4" SEE PLAN 00 -=) U) @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL L - Z F- U- X PRE-ENGINEERED -/ 0 (n Lu 0 U. �- EMBEDMENT IN KO BLOCK U) c-4 LU 0 MEMBER IF GABLE END j G FLOOR 4SYST M U. m FLOOR TRUSSES NOTE: )OR TRUSS/JOIST 0 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2" \-2x4 P1. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE PLATE BEYOND 2x RIBBON OR VERTICAL \—@--,HORIZONTAL SEE PLAN SURFACE MORE THAN 1/8". BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM -F WALL ELEVATION DIAGRAM 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. 7' CORNER TYPICAL 'IT" AND CORNE R DETAILS SCALE: N.T.S. �, �6 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 FLOOR TRUSS ><1 SEE FRAMING �—WEEP SCREED PLAN INSTALLED PER MANUF. 2"X4" CROSS BRACE @ 48" SIMPSON HETA20 W/ (8) 1 0dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT END WALL W/ (2)1 OdX3" @ EA. 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" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. R S6 FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" ro--,� DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING 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 10'-0" (R302.1 1) [—EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W1 (10) 10d 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 ---------------- :::�N 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A -A' 4A ;d. . . - 4' . 14 1 — - :A A 11 — ' 3) #5 CONT. ON 3" C 11 HA R W/ 3" MIN. CE el�, INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. "S" = NAIL 38 SPACING 41 S 1/2" S 7r� S SINGLE NAIL EDGE SPACING DOUBLE NAIL E 41" S, 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 C 3� O.C. STAGGERED FOR SHEATHING SECTION X-X "m 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/13 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SPACING WALL SHEATHING INSTALL. rc & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 121 NAILS STAGGERED@ 12" O/C FOR %i 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS 9 EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS 9 OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE wl 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 BEARING/EXTERICIR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTAILz� @ INTERVALS NOT � 11) EXCEEDING 10'-0" (R302, 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W1 2"DIA, x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH C A . 4'. A - I A —11 FE1 I I 1 4 4 1 1 1 W HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4�'WALL 2" x 6" WALL STRAPS JACKS I 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 91-16, (3) (3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO " O/C 2X STUDS@ 16 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. I FINISH GRADE �77 LF T (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 314"=1'-0" ADDITIONAL INFORMATION. S6 Cn Cn -0 0) LAA 01 jr- !a. g C= Cn C2. Cc 4.2 C-4 co .04 0- cc C;2 - C-4 C:2 to -4 C co -,lc:- cc 3: - 3: Am Cc 0 0 ;011 WA, ... .... '0 xessl 4p,\ 0 To the best of the Engineer's knowledge, informabon and belief, the structural plans and SpadfiC00M contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition, Engineers signature and seal is only for the structural engineedng portions of the drawing pages bearing Engineers signature and seal. W E C) 08 (0 0 'mo 1,2 Z -v �8 dcn r- -j cc U. U- -j 32 z 9 WW 0 2 0 z 00 Z < C14 0 do 0 z W N m " q Co 411111111mem V) 0 .2 u- (D.ro - 4-1 '2 . 0 LU V) all :1� co C`3 __j �f LA- E > Z� E Ca 16 20 00 zo, 0 E 0 C/> 0 2. z CIO C2 z 0 m LO LO T < (L) L- co Co C) 911— Ir- ca CD 2 3: N 4-d C LO W- 0 C) -) U ca co C'4 CD U < L0 E CD 4� C LO 0 z m z :3 E Ir- E 0 ol < a JOB NO: 23-06142 SCALE AS NOTED_ SHEET NO. S6 (MONO)