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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE wl 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 W1 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 W1 (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. W6 OR-3/8" PLYWOOD/ TYPE 2-M-W OSIB (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. EQUY, I AREAS. FLOOR SYSTEM \PIER 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 WEI INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER MUNICIPALITY 7 'A -C, 4 :4 co P'' 6X6 W1,4XW1. WWFORFIB OESH 41. -�4 - - - �A A 4 A 7- 4 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 - [RSHI - 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 W1 8d @ 4" O.C., 2 ROWS 1x2 NAILER _j LU PLYWOOD SHEATHING _j U) 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 j I-- -1 LU LAYER 1/8" THICK. U_ IVJ INSULATION PER CHART ON FLOOR PLAN B R SIS fETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 NOOK (SEE DETAIL) 8"&'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) U—) 0 4"x4" INSPECTION PORT AT U_ f cc o- EACH FILL CELL TYPICAL il] W CL AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE GRADE '--STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION - REV. 03.16.21 SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/Z'NAILS TO 2nd FLO BEAMIGI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" 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. 1 st FLOOR WALL S I M PSON LSTA24 STRAP w/ (8) 1 Old x 1 1/2" 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 PLIF SHEAR CAP = 355 PLIF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 'END SHEATHING TO IF BEAM OR GIRDER TE W1 O.C. )OR TRUSS/JOIST 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. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING -� ATTACHED WALL SHEATHING TO BOTTOM PLATEICHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED �00 FLOOR TRUSS SEE FRAMING PLAN I FLOOR T RUSS SEE FRAMING 1>PLAN INSTALLED PER MANUF. \\-SIMPSON 48-_T HETA20 W/ (8) 1 Odxl 1/2" 2"X4" CROSS BRACE @ 48 O/C FOR THE 1 ST Z-O" OF NAILS @ 24" O.C. INTO TRUSS E N D WALL W1 (2)1 Odx3" @ EA. BLO 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" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS,1 FLOOR CONNECTION 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 U U WEEP SCREED 2 INSTALLED PER. MANUF. C U S I M PSON H ETA20 wl (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 314"=V-0" FOR ADDITIONAL INFORMATION. 1 .4 111.100] ki DETAIL (FLOOR TRUSS) (o SCALE: 1 1/2"=V-0" 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 W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (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 F6x6W1 .4 x W1.4 WWF OR FIBERMESH !7 A r TH eP 17j, 1�1=,4 lfcL�(3) #5 CONT. ON 31' 8" 11-81, CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. 15/32" OSB I,(/ - I EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER n SECTION X-X IF LU _1 NOT FULL _j < HEIGHT SHEET- L r FLOO 7 r I / (2)- 2x TOP PLATE I/- BEYOND I —15/32" OSB EXPOSURE1 SHEATHING Ld Lu IT )LID 2x 0 BLOCKING @ ALL SHEATHING 0 co EDGES(SEE OPENING i ISECTION X-X) 0- L) Fr Y� E F- Lu -2x STUDS ED BEYOND. SEE PLAN a :1 8 U) I \-2x4 P,T. BASE 2x RIBBON ORI VERTICAL _�HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" SPA /4' S SINGLE NAIL EDGE SPACING S j 3 DOUBLE NAIL EDGE SPACING 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 I PLATE TO VERTICAL wl(4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X I 14 " �0/449vdv 41 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 PANELSAT EDGESAND END 0 JOINTS TOALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THAN Y8", < 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 wl (2) ROWS @ 4� O.C. wl 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. wt Sd COMMON NAIL 0 LU ED LL �- 0 Q� CF) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER r 0 F w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 0 U) rn 0 0) M -, :) lu--) @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL K LL C11 uj 0 0 MEMBER IF GABLE END LL LL NOTE: . 8d 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". WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH -ROWS 12d NAILS FACE OR 3 STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER 4 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 W1 (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Old x 11/2" EACH SIDE 2x STUDS TYP, P.T. BOT. PLATE FLOOR TRUSS SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTALL* @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 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 III A! Cl) 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 EAEND EA END 1-4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1)LSTA30 9'-16' (3) (3) (2) (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 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 W1 (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRAD 00 ILI T_ 1 :9;�_ �ME (3) # 5 REBAR ON 3" CHAIR 4" V-8" WIT' MIN. CLEARANCE ALTERNATE FOOTING v @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 314"=V-0" S6 ADDITIONAL INFORMATION. 7 cli C14 C17) �_EW,'Coz N j 5 r, % Q To the best of the Engineer's 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 sea]. W 0 E M 8 ;S Co (� 'm 9) 0 a) - :!--� 1.0 LU U:3) 6 N 0 q n '! 1:0 _j j - U_ Lu a- u- IL 'd In, Lu 3: 0 Z :� -,: �; f2 19 , _T C: 5 % 0 U, Ix 0 W W 0 2 05 03j Z UM UM co Z� LO z _j Q� Ln 0 < 0 C) _j � (0 z W V) C 4--J m U L11 L/) = U) 'D 0 tin IN M C�' QD M .9 z U_ E -0 �@ E j I .� Z. O� W� Co C1 10 00 0 0� z E 0, H 0. z 0. M0 1, OM Z, z .. �z 2W 9 �w nO cul '0 z WW W 5. W C21 to M 0 Lm 0 t 0 C 00 co 00 U _17 L0 CY) T 00 00 04 E 2:1 co C14 0 cc z E 40 z a- E 0 4.; 0 0 _j a ca < a) JOB NO: 21-4276 SCALE AS NOTED SHEEr NO. S6