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cr_ i 5 cr_ m C'4 2 0 9- 94 4� 21 ag C-) tz E. E E Lz 16 .0 ci: E 0 LZ -2 — �c _4 C) C'4 'E ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - 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 W1 1 Od COMMON @ 6" OIC EDGES AND 12" O.C. FIELD 1/2" GYP. W13 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 CONCEALED SPACE INTO APPROX. EQU�f AREAS. FLOOR SYSTEM \PER PLAN 1/2" HIGH STRENGTH OR 5/8' GYP WB (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 WIB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL I 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY - 1 71 A t - " , . - - 1� E 49 4 V Q I I Mr. 1 1 , 11 6X6 W1,4xW1.4 4 WWF OR FIBERMESA 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 A LUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W1 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU Uj 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. UU J, INSULATION PER CHART ON FLOOR PLAN r B "� �R S6 S6 ETAL SEAT F OR FELT PAPER FOR MOISTURE B, .4 ARRIER 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 UJ Cn C_ AT GARAGE CONTRACTOR EO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE :INISH GRADE ;0 T_1f_,jLTT1LT '\-STD. 90 'HOOK (SEE DETAIL) (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE 4" 1 I-E TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/(8) 10dxl 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE JIS-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ X 11ml —1 *SIMPSON LTP4 W/ (12) 8d A 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL— SIMPSON LSTA24 STRAP W/(8) 10d x 11/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER TE W/ O,C. iOR TRUSSMOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. � �6 E S6 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 4 FLOOR TRUSS —1 1 T SEE FRAMING CAC I WEEPSCREED 9 PLAN INSTALLED PER MANUF. 2"X4" CROSS BRACE @ 48 \',-SIMPSON HETA20w/(8)10dxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1063" @ EA. BLOCKING& MIN. 4" EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATI (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS" 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 WEEPSCREED 3 INSTALLED PER. MANUF. U SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. DETAIL (FLOOR TRUSS) 0� SCALE: 1 1/2"=V-101" � �6 NOTE: SEE TYPICAL WALL 1' ,/— 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 10'-0" (R302,11) /—EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS@ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE F6 x 6 W1.4 x W14 WWF OR FIBERMESH 7_7 4W -A -d 0 0' A* q WyFjj�-�I YF*PPV-�-� (3) #5 CONT. ON 3" 8'. CHAIR W/ 3" MIN. 8' 1 '41 1 CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-101" S6 ADDITIONAL SLAB INFORMATION. 15r32"OSB EXPOSURE1 F SHEATHING PROVIDE _x BLOCKING AS REQUIRED PER f SECTION X-X IF a jfR NOT FULL HEIGHT SHEET- Cn z L FL = (2)- 2x TOP PLATE BEYOND I =-15/32"OSB EXPOSURE1 FF SHEATHING w uj m SOLID 2x co I BLOCKING C ALL g Z/ S HEATHING 0 (n EDGES(SEE OPENING I L___j SECTION X-X) _3 W Jim+ _x FiT -W — 2xSTUDS Lu BEYOND. 4 SEE PLAN L 0 , __E 0 \�_2x'4 P.T. BASE \___0jHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAII I r-1 r-11A'rIf%LI MIA^rnAFA 318" 'IS. = N.A SPACIN 3/. S 1/2' SINGLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ Y 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.) 0, WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKINGAT ALL EDGES. A MINIMUMYs" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END a W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _j PENETRATE SURFACE MORE THANYe". Z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL 1 z Q NAIL OPENING PERIMETER wl (2) ROWS @ 4- O.C. M 8d COMMON NAIL. O @ NAIL INTERIOR AT 6- O.C. w/ 8d COMMON NAIL. Cn @STAGGER ALL VERTICAL JOINTS & NAIL @ 4"O.C. w/ 8d COMMON NAIL jam a 5 W W , �- 0 ot PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF _j >- 0 a x 0 0 U) W/ 8d COMMON NAILS @ 4' O.C. (2) ROWS @ TOP & BOTT. P 0 L'L z LL @ (2) 8d NAILS @ Y D.C. TO EACH TRUSS END OR @ VERTICAL 0 W 0 MEMBER IF GABLE END m 13� 3: U_ �_ U) NOTE: t : 8d NAILS FOR WALL SHEATHING MUST BE MIN.131"X21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", C� WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 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 _R SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER ONLY 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 SEE PLAN FOR REQUIRED ---- CONNECTIONS LOAD BEAR ING/EXTER IOR FRAME L HEADER DETAIL WAL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZONTAL-1� @ INTERVALS NOT EXCEEDING 10'-0" (R302 .11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. R 5 AL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6X6 W1.4xW1.4 !6 WWF OR FIBERMESH . - 1 A. 7 . \ '. i 4 -A _:I I JEEI I JEJ I IEI I A 4 A" -11 MI I 1=1 I IM I A. JEEI I ... A A 117-111-111 ri- 11. —i _19 I --III (3) # 5 REBAR ON 3" CHAIR _/ 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 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 EAEND EAEND EAEND EAEND V4 (2) (2) (1) LSTA30 4-4 (2) 3) (2) (2) (1) LSTA30 9'-16' (3) (3) — (2) ___T (3) (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 W1 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, ;0 FINISH GRADE ;0 9 _111-1 " —T @ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. C= ILI" I U0 qr— CL) Z. UJI — = cz , Ca. = Cz. C" cc C..) 04 -0 L.L_ c- -= C= Cc m �5 C: 6 tEj cc C, cc 43 CZ ca cxl_ = CLI I- Lj� 0- — C31 I i It 0 Z 4 r C14 0. SS 1, To the best of the Engineses knowledge, information and belief, the structural plans and specifications contained within these drawings romply with the 2020 Florida Building Code - Residential 7th Edition. Engineees signaturre and seal Is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. to W 8 E 4 0, 8 5 C-4 I'm Lo 41 — CO % 0 , LO 0 J) , ER N % di 7 L� Lu CCU uj ul z 13 0 i 0 C14 0 z LO Zo <. usW us 04 a ..< � 00 z 0 co CIO 0 a) Z < V) .9 4-J co ro LU 0 v) Ln S ra CD (5 6 E B C�f .T < 0 C, m C=) CID W� C, 3 C"i z __j U_ go .. 2 c6 E ca. 8 2 r. E '0 6 CL 0 9< 00 8z zc=p C:) E C14 t MZ _!R Cn '0 0 Z� z C13 Z E 0 n �z W 0 1 , wo I co �r 10 Z. , 01 - C) _r 0 q1t T m co I*-,. C>Ull =3 C) < C) .2 4_j C0 LO 0 r*,-- .0 CU CN a C'4 0 0) 0 CN 0 LO to E CV) CN 0 z 6i E 'r— E 0 0 _j < 0 JOB NO 22 -12361 SCALE AS NOTED SHEET NO. S6 (MONO)