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r- CD M _Cl� 10 0 39 -0 7L 9 zi) C4 LO C! LO C, E E 0 0 0 9 Q> 04 C> Lo Uj 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/ 1 3/8"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. 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 :5 1000 SQ. FT. OF FLOOR AREA & SEALED PIENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALIE SPACE INTO APPROX. EQUAL AREAS. ?00 'FLOOR SYSTEM \PER PLAN 41. 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 BOT TOM OF � BAND JOIST TYPICAL 1x WID FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4. ke cli 4 4 A' 'd A4 A gj I iEil 111— A :4 6x6 W1AXW1A IE�l I M 1511 1= WW F OR FIBERMES I J�E�j I JEE�j I 1� I 1= Eli 4 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 SCHEDULE - [RSH1 - 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 Uj PLYWOOD SHEATHING 5j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 Q) FOR MORE INFO LU LU 7/8" CEMENTITIOUS FINISH PER ASTIM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD _j I-- LAYER 1/8" THICK. � lou IUd INSULATION PER CHART ON FLOOR PLAN (" B �R ��S6 ETAL SEAT ETA OR FELT PAPER FOR MO I S _ MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/11#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *S I M PSO N LTP4 W/ --�z (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 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS )F BEAM OR GIRDER 'END SHEATHING TO TE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BCARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) U_ LU 0 4"x4" INSPECTION PORT AT cc zi a- EACH FILL CELL TYPICAL LU a- U) AT GARAGE CONTRACTOR N SEE 2 D FLOOR FRAMING C4 TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING _5!z ATTACHED WALL SHEATHING NOTE! EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE GRADE 00 @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN 7 :INISH \-STD. 90*H OOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" -STORY WALL SECT ri TYP 2 ION REV. 03,16.21 SCALE: 3/4"=V-0" S6 FLOOR TRUSS — -------- 80 SEE FRAMING WEEPSCREED C> z PLAN INSTALLED PER MANUF. \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" 2"X4" CROSS BRACE 48" @ FF O/C FOR THE 1 ST Z-101" 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 rR 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 TRUSE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W1 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED 1- LL LL INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 10dxl 1/2" v NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 5/32" OSB ------ EXPOSUREI FIX SHEATHING PROVIDE BLOCKING AS REQUIRED PER D n SECTION X-X IF Lu NOT FULL HEIGHT SHEET- z FLO R Y T r -41 (2)- 2x TOP PLATE BEYOND I — - 7-15/32'OSB EXPOSURE1 FF SHEATHING Lu Lu SOLID 2x BLOCKING @ ALL M SHEATHING 0 EDGES (SEE OPENING SECTION X-X) --ul L 2: 6 -,x !:Y Lu _2xSTUDS uj z: BEYOND. U) SEE PLAN 0 IL LL d n 0 —1 (n 1 '�-2x4 P.T. BASE 2x RIBBON OR VERTICAL \_�HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM I A I A 1 1 r-1 r-1 I A -rl^k i r%1 A r% A RA FLOOR CONNECTION B 3/8" NAII SPACING @ MASONRY 1 ST FLR. SEE JIS6 SCALE: 3/4"=V-10" ��6� FOR ADDITIONAL INFORMATION. S SINGLE NAIL EDGE SPACING T RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=V-101" NOTE: SEE TYPICAL WALL I - SEE SHEATHING SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR W.B. MIN. @ 1/2" GYP. 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/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 1 Od NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2 x STUDS @ 16" O.C. 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ::X iF4"' 4 'A :A d 4 (3) #5 CONT. ON 3" 1141 ICHAIRW/3"MIN. 151-111-1 :8 :" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-101" ADDITIONAL SLAB INFORMATION. S; S DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" I FLITCH PLATE TO wl (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 I �11�IV41010v ill 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 uj JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANY8". cn Z NAIL AT BASE 2 ROWS @ 4" O.C. wl 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. wl 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. (D STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. wl 8d COMMON NAIL 0 uj uj' P PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER _j 1- 0 En Q w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. i'� x 0 0 U) u) 0 ',0 MM LL W' @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL w 0 LOL MEMBER IF GABLE END W NOTE: " " WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 . 8d NAILS FOR WALL SHEATHING M UST BE MI N . 13 1 X 2 1/2 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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)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) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZON ALLY @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 5/8"DIA. x 10" "J" BOLT W1 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 W1,4xW1.4 WWF OR FIBERMESH A A 4 -�A t4 A N, A ... . ... III-111-11 (3) # 5 REBAR ON 3" CH IR 4" V-8" 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 EA END EA END EA END EA END V4 (1) (2) (1) (2) (1) LSTA30 4'�9' (2) (3) (2) (2) MLSTA30 9'- 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 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 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 00 W/Y MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 C= C�kj ;W LAJ =. r- cc C-.1 C14 Co >< U_ cc C= C14 = CU W CP = = E C, U "If A, v ....... _.. C> CIJ 1� %; Ile 0, Qj 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 sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal, _g W 'T E C� 8 (0 Qo Cq 'M a) 0 N 0 g u� g, Lu _j 0 = Z c, C� 0 0 LU 00 Z z L" C, < < 3 c" b 3 00 z 0 IN W U) 1771 CD 2=�� ID .0= 4-J z (U .- M U 0 0 V) L/) E �N C!-- Milo -4 10 z 0, < cd, E < R CL 0 E u I Z Q� CU CL E 0. 00 0< < W z-.8 3: < cc Z'l z 0 CA) 3: 3: 2< �u cl-> 0 1< 0� C: E2 a) > C 0 (10 :3 < 0, T n U) N LO �000 +_j +_j IZT 0 W C) -0 C) -0 L0 c) L0 0') N co T--- (0 4i E CY) E 4i LO z z E E 0 a ca _j < 0 a) _j JOB NO: 23-06112 SCALE AS NOTED SHEET NO. S6 (MONO)