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co to to C/) �2 co C�' c__4 to 00 C) K) to 1.0 2v V) �2 2 to C! to to En 19 C't c14 C> E CL P 0 a) ITZ 'to 45 0 16 0- - C14 rz-1 to 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 WEI 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 15 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHALL DIVIDE THE CONCEA��Iiootiti, SPACE INTO APPROX. EQUAL 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 WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL lx WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONC, SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4 `4 4' cli — \ 4. . 'A. 40 4 A !A Z 6x6 W1.4xW1.4 '�E 4 T. WWF OR FIBERMESH a A'- M A ::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 PLYWOOD SHEATHING _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU LU 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 _j LAYER 1/8" THICK. �? Lu, vi INSULATION PER CHART ON FLOOR PLAN 1,'S S6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER ETAI OR FE PAPEF MOISI 7(BARR STD. 90 1HOOK (SEE DETAIL) 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) U) LU 4"X4" INSPECTION PORT AT EACH FILL CELL TYPICAL LU U) cl- AT GARAGE CONTRACTOR LO C14 TO CUT BLOCK OR POUR CURB DUE TO SLOPE - NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE ]NISH GRADE 00 -1111, 11 III —it 111 11 \-STD. 90 *HOOK (3) # 5 RE BAR ON 3" CHAIR 4"' (SEE DETAIL) W/3" MIN. CLEARANCE V-8" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=1'-O" III S6 I 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) 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 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 FEND SHEATHING TO )F BEAM OR GIRDER �TE W/ O.C. )OR TRUSSIJOIST 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. CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. 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 00 SEE FRAMING WEEPSCREED 9 PLAN INSTALLED PER MANUF. \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" 2"x4" CROSS BRACE 48" O/C FOR THE 1 ST 2' -0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ 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"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT, PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,' ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W1 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS I- LL WEEP SCREED cf INSTALLED PER. MANUF. C Cf. SIMPSON HETA20 W/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK B 15132" OSB EXPOSURE1 SHEATHING _x PROVIDE BLOCKING AS REQUIRED PER 0 SECTION X-X IF Lu NOT FULL _i <' HEIGHT SHEET- U) G FLOOR SYST M (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE I t- SHEATHING Lu F Lu a: SOLID 2x U) BLOCKING @) ALL 91 SHEATHING 0 Cn EDGES(SEE OPENING SECTIONX-X) Lu a- 0 C �y 01 Lu _2x STUDS uj , BEYOND. SEE PLAN Zi 0 U) '\-2x'4 P.T. BASE Nx 2x RIBBON OR VERTICAL \--a-JHOIRIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM FLOOR CONNECTION B 3/8" S" = NAIL 3/8" @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" SPACING FOR ADDITIONAL INFORMATION. S 314"j/2" S 1/2" S 1/2" 4i '4 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING TRIL RIBBONS DETAIL (FLOOR TRUS (o SCALE: 1 11/2"=V-0" "6') NOTE: SEE TYPICAL WALL 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 W1 8" EXCEEDING 10'-0" (R302.1 1) /—EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYP ]CAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A' -97, Q0 I= A � :_4 A . — ''T 1::��-(3)#5CCINT.ONT' 41J. CHAIR W/ 3" MIN. 8" V-8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FUTCH PLATE TO VERTICAL wl (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 MINIMUMV8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT ui _j PENETRATE SURFACE MORE THAN < t- U) 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 LL = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O,C. W/ 8d COMMON NAIL. 0 � @ NAIL INTERIOR AT 6" O.C, wl 8d COMMON NAIL. , Lu STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL 0 D LU Lu 0 I PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF -, < 1- 0 C/) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. < Ix P 0 0 cn I'_ 0 0) M 1 Z) So F- U- D� j� U) u� t- G (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL UJ 0 " LU 0 MEMBER IF GABLE END LL = NOTE: " WALL SHEATHING INSTALL. rc & NAILING SCHED. ��6� 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 SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION \—(2)2xHEADER SEE PLAN \-- INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS ONLY EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS III, OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE %zi '10 - 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS 2x BLOCKING HORIZON A+-L @ INTERVALS NOT T EXCEEDING 10'-0" (13302.1 1)� 1 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. SLAB W/ 6X6 W1 AxW1.4 WWF OR FIBERMESH . 7 4 A 1:13 4 A A. A IT (3) # 5 REBAR ON 3" CHAI 4" V-8" W/3" MIN, CLEARANCE R ALTERNATE FOOTING M S6 Sol NAILS FOR WALL SHEATHING MUST BE MIN. 131 X 2 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 1'4' (1) (2) (1) (2) (1) LSTA30 4'.9' (2) (3) (2) (2) (1) LSTA30 r 971F 1 (3) (3) (2) (3) 1 (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. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. FINISH GRADE 00 Q ca A- 4-_ 9L � C:L N 4z:* C46 CO tA� Q-1 "r,7 C." C_' CIV to cu 4�b --,:z 7a3.- 'T tzz CZ� v S, c1d LU % 0 '0 .. F` L S S 10 tA I It 1100\\ 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 4 5 't E 0 0 0 8 R q - 6.- . - 0 a,, Co 0 0 LL g: LL uu 03 1 a- _j uj - 'Fu a- �4 C Iq C, It W :2 0 Co 04 0 0 co = 3: z M du 00 tx� co Z N < 0 z 6 0 0 W U) 011 < (D 41 :g Q) 0 V) LLJ Ul) E 8 0 U) < 0 4411 C.0 Cl> C") 1111CA __j U_ 6 F- cl E 8 � I �' � 2 - t- M0 00 E 'I 0, z 4? t < CID (a C: < < I '0 Z' ' g 5 01 1 0 0 WC> < 0 Cl> 6, '0 _117 > LO LO T M (D 0- CY) :3 a- C:) 07 0 0 C) (10 M .2 > L0 < +_j 0 0 U_ c) 0) C'4 L) 0 C:) Lo co 04 00 00 U') C0 < 00 LO LO E co (0 0 z z E CU Cc IL E 0 0 0 ai 'a cc C: 4) _j JOB NO 23-06140 SCALE AS NOTED SHEET NO. 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