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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ PEI INTERVALS NOT EXCEEDING @16" O.C. W/ (2) �10'4',R302.11) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER a SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM DTI �I III I � I I—TI-TI=' D7158-CLASS G or H, or ASTM D3161-CLASS F, IN I- a ACCORDANCE w/ TABLE I I�T III—. I7TH 1I I R905.2.6.1, FLORIDA BUILDING II-1�II— CODE 7TH EDITION (2020) 8„ RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH r��ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" z ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM T= 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE CV r ° 1 0 o 6 MIL VAPOR M i r a _ 1 1 _ g BARRIER III p II °• I� N COMP. SOIL. ° (COMPACTED TO 95%I ( I I=TTi MODIFIED PROCTOR III I I" I I=1I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 0 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. I I I 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x3 1/4" TAPCONS *SIMPSON SP1 I I SPACED EVENLY w/ (10) 10d NAILS 2x P.T. PLATE TYP I ASSUMED FINISHED Ili III r GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY z NOTE: *FOR BEARING WALL T W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ° a 'v GRADE 00 _ — — — — • (1) #5 REBAR w/ OPT. ' ITI=TI1=_= = 1Tf— =SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT I BLOCK WALL BEYOND 14" 13" O.H.D. RECESS z O.H.D. RECESS _ : � r °• III=1 I k I M —III - I F� I '� .• 111=1 I T 00 jT 4„ Tr •�: �' I=1II. -III— I •�..'� . Tlk ° . III 17:1--fI .I I I I Ir �I I-f SEE A/S3 OR J/S6 —`_I I II I I I III I I I I II I F FOR REINF. INFO. 3" MIN. CLEARANCE 1',4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6-- -I I!I I I I III I III FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c E V i iV i IV I iV I I I I I I I I I I I I I I I I I I I I I I I I I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1Y-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. V-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL �� 6 x 6 W1.4 x W1.4 0 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS �/21 � WWF OR FIBERMESH ELEV. 4-3 1/2" 31/2"MIN. 31/2"MIN. A.F.F. O LL ID 0D ° • I �_� 1/2"(min.) T1/2"(min.)- 4„C)N 00 I II I I �— .11 I•31/2"(min)-4" 31/2"(min).- oo (2) #5 CONT. ---/ 4 U.N.O. TYPICAL BEARING WALL "SHEAR WALL" MIN. D SHEARWA SCALE: 3/4"=V-0" i ens 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY ,o MNN�o S coN FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR c� — — °V r ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 a FINISH GRADE 60 [GRADE 60 MIN. Fy= 60ksi] c•� — — 25"MIN. LAP [30" MIN. LAP] 'T=T>T I II - 6 MIL VAPOR BARRIER —� I I e ° _ _ °O 'T= #5 REINFORCING BAR R 1 7/8 —� I I I r I—ITi-f�ff—lTf-1Tf N z I ( I • M= I i TTf T � � 05 1 AP SPI IrF C a 7. COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM ) =1 I i11 T 1 Tit—ITI III —III—' 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 2 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT hi ° . a INTERIOR • ° n CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m E_ r N 1=1 11= 11= I 1=1 M 6 MIL VAPOR � I BARRIER — — �' I- '=1 I II IIIII 111- 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 ' WWF OR FIBERMESH ° ° K S3 TfT•i= _ �I-11�=1�1 �=11 �I (2) #5 CONT. 4 U.N.O. � TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" � S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM w END OF 2" x PLATE 0 W b U J 6 `� -I I —III I I m D W I�r11111i1111� I ° F/5 (2) #5 CONT. ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10' 0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH r, . ° II �31T,II1=1�ILI_ - 11 — , I , ,-.., (TYP.) 8" V-4„ 8„ 10„ #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM IRV A I I —I I I I f5 N (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL.' — — - — ° ° a ° BEAM SIZE & N a .' I. CONNECTION INFO i zXa P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/—TI -I I T)�� ,-•�T� TI I —I I 1 SEE A/S3/J/S6 T ' — r—' 7n6' MIN 7/16" O.S.B. SHEATHING fi 8" D.S.B. ° z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE x COLUMNLOCATIONQ > SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD U)0 z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL I I MAT REINFORCING. SIZE VARIES PER PLAN M Q j w/ MIN. (2) #5 VERTICALS 00z GRADE > w FILLED SOLID (SEE PLAN FOR K• w SIZE AND REINFORCEMENT) 0 _1 o w Cn z_ � � W 0 w U BRICK PAVERS or SLAB PER o in `� _ • • • • _ z 0'-0" FIN. FLR. COMMUNITY SPECS " °'IX --� - - --- „� FOOTING � BEYOND ti • .' . PAD REINFORCEMENT—/3" MIN. CLEARANCE _. v°•y '� ;� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH • CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING tCD12 PATIO COLUMN FTG. DETAIL N SCALE: 314" = 7'-0" SCALE: N.T.S. S3 N N _ 00 -a �W oL 0 nr,o ctOo v C-4 - fl co x LJ- N f6 O N N O fo a s E-- d CD a 3 ;9 u as d a c E � o o. - A?b e• y o, 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 seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r W E F o8 3 N C5 m :n 0 r" _ M rn r r4 �i # H �cnv w Q C LL J w LL a - w — o Z a L p Z W 02 m E W w J LLZ - NZ eLo w O Z U c� W ❑ ❑ U C z N M 0 z � N z � � Q N Nn z U o W 4--+ N u E _ = L L � U o N N e C a 0 Sm o Mn z Z M J a a LL Q E w� zp z " es �� w0 '0 O E �a az o� ° aZ Z N � wa ,� C/) C <� U ma z /) J mQw u� f� c� Z Z wa �z W U � � o << >o a T ;n > T 2 ai .6 r � CD r M 0— Y -200 m 60 E r N U-) OI Tco VJ 00 a; C* 00 r O 0 Z CC Z y 0 c a E 0 � ¢ o JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. S3 (MONO)