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O v c i a: 0 0 U J N 0 N L0 as 5 0 0 N 0 CD 0 Z_ M 0 z m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES 5/8" OR 1/2" HIGH--` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS_\ /_ INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B 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 E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 T METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM -III III —III —I m . ° ° I —III—III—I 11= 9 I- D7158-CLASS G or H, or ASTM I I I=1 I I III=I I (=III= E 1 1-111-1 11=1 I =1 D 11=1 I I-111-1T_hI' ' D3161-CLASS F, IN I-1 I -I I III—� ° — — — ACCORDANCE w/ TABLE — "I=1 I —III I —III I 11=III=I 1=I I=I 11=� I' ' R905.2.6.1, FLORIDA BUILDING =III III —III III= III —I I I III -1 I i I h I III hI I CODE 7TH EDITION (2020) 8„ II i III i lI RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS I WALL w/ OUT UPLIFT GG ELEV, VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB ro AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W °- NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE .0 M00 6 MIL VAPORI I II BARRIER I , D 4 D • 1= r COMP. SOIL. III TO 95% I I I—III=� (COMPACTED 1I— III III I —I I —I I I P MODIFIED PROCTOR —III ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. �1'4' (1 STORY) OCHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O..O DETAIL) TYPICAL WALL SECTION K�A� SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. PAVERS RECESS �. z ^M � 11=1�fj�=11( IIf-11�1 . t rl I I LI I —I I . •a '•. • - �—i 'III —III •.a' •..: ' 111=T 111111111 ITI 1—� SEE A/S3 OR J/S6 —'ILIj I I l It I, I I t ll 11= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �r 7/r 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 l" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS e „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ,) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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 7116" 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 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'4' (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/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS IF r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND � I ELEV. 0'-0" (ALT: 1/2"x12" 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 @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH _ ELEV.-0'-31/2�� z 31/2"MIN. 31/2" MIN. , . 2x4 CONT. A.F.F. O > / b' ° I-T_=1 1� 31/2"(min.)- 4" 1/2"(min.)- 4„ c0 D a — — — —' 00I- GARAGE DEPTH VARIES - 31/2"(min. - 4" T ° • T-� (331/2 (min.) :4" 1TI= j l l` I I —1 I I-1 I I I I I=TI �1TI=1 I f� I I I T —III—III _ �_=1 11=1 I f-1 I� ITI=ITI (2) #5 CONT. 4 rr— 1 4"I I I I (2) #5 CONT. 4- I I —I IJ, 461 I r1� r8„ GARAGE SLAB AT STEP rB U.N•O. MIN• TYPICAL BEARING WALL MIN STEPGTYPICAL BEARING WALL STEP SHEARWALLrc Cc� rc_c,� SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. coy" ` �1-1 Qcs s�cUa M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION d #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR cv LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" ," „" � a " 5/8' x 10 J BOLT @ 24 0/C W/ 2' X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 nOOK DETAIL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (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 MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS FIBERMESH BAR 2x P.T. PLATE WEEP SCREED INSTALLED TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° GRADE 40 MIN. F740ksiii,GRADE `, ° z #3 & #4 LAP SPLICEFINISH GRADE oo [GRADE 60 MIN. F z M D. 25" MIN. LAP 130" MIN. LAP] 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 r _ WWF OR FIBERMESH MONO OR STEMWALL - —i — — :°. g T = • ° ( I (I I LI �IIIIII� C) FOOTING MONO SHOWN ' I-�T=I I (I - W FOR CLARITY oO 6 MIL VAPOR BARRIER -r� I I ; ° I �I I I=� I=1I= — f=1Tf—III—III— #5 REINFORCING BAR R 1 �/8 —` 1- 11=III-111=1 I I I =III I =11 Ir r I-1T_I= r Z T' I III —I 11=�-1 I I .11 I 11 1II 1 #5 LAP SPLICE I ((=III —I -- (2) #5 CONT —III—Tf=I I I 11=T I NOTE: *FOR BEARING WALL _ COMP. SOIL. (COMPACTED TO rum µme_ W/ UPLIFT ONLY = 95% MODIFIED PROCTOR ASTM '!—II ) I1= D1557) I III . "il � � (-r 1 �_4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° ° ° GRADE — — — — _ _ _ .° _'- tl 1 i I —I I —III —I - _ — -(1) #5 REBAR w/ OPT. — 1=III=1Ti=1 I i= I I= 11=11 I. I ]=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS r +. A' a. - I I I I I I I7I L:I ` y..:.. `_• III=� 1 I' _II �1_IIII11II I -I 11=1 I ��',- -I i C=11 .•� Ell, 11- DTI I t a., . I I I' SEEA/S30RJ/S6--' -ILIII Ifl�illll 111j111 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-01, CONT. BEAD SEALA� -.- ¢ a INTERIOR e a °. .°. -3 1/2" A. A• N CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. J STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 i. _ d — N TT M 6 MIL VAPOR BARRIER 4„ 4, INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-0" III ITI II NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM o END OF 2" x PLATE w p a —III 1=1 I II 6 p. 7TT—T 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10„ 8" 1'-4" 8" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #s LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1 RECESS FOR WF FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.. D. (U.N.O.) OR FIBERMESH W 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. _ „ CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN —� TOP OF BEAM — - ° (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL , *� — — d �� I=rl III co ' BEAM SIZE & _ I 4,I a I IT CONNECTION INFO coI I I d I• • zA P.T. 1 2x4 #2 SYP P.T. FRAMING w/ PLATe I SEE A/S3/J/S6 77/16' MIN 7/16„ O.S.B. SHEATHING O.S.B. o ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 _ w SCHEDULE Q COLUMN LOCATION SEE TYP. WALL SECTION FOR ADDITIONAL Q � y w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS 65D S.G.D. rM Cn SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND COLUMN TO PORCH SILL O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 �:-1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _E —INSULATION PER CHART Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. =' ' ON FLOOR PLAN CO SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS Z —I ) _E > w FILLED SOLID (SEE PLAN FOR _ _ ao - GRADE 6 x 6 W1.4 x W1.4 N w SIZE AND REINFORCEMENT) c7 • WWF OR FIBERMESH co z a w LU o v BRICK PAVERS or SLAB PER p o • •' • • z qa — — °— — 0-0 FIN. FLR. COMMUNITY SPECS " w -FOOTING Lu \//\//\�/\/� '//�//'ice/i� • • •TION TAPERED COLUMN FRAMING, era �v 0 �r r` � W i O C.f dh0 a CIA a) E CM 0 N N O o ry? i F dy 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. p a AmF MM s`'ai8 Q � o E O CO, N Cn CO, � g ® ') - aD r 1" ,r i%i u- fn SI Q N O 2 # M �i' S J W C i f t J 52 -u u_ �- w a b r Z a c mom_ 0 O w 05 n mw q LL b�W �mp co N 0 N M ¢J J- . � U o1I W ❑0O ❑� o M N � o � ¢ s: - W N 13 0 N -- M � a N ( _ 0 O N L o w to0r C) tO� k- J E m; .. _ � z. y � V O N N N m M o � Y� z z C U_ cEoQ� zo >N 901 oz Z© oa mo so o a �� o °a o QCO �z M < m o° —m'(3) J Nm<z a 1z ¢ z N � nLL ao m o� Fa =¢ o �w ;o o� O �G = i > M 0 a� e) 2 CIO C7 (a Lid r :3 N CL Q Cr Y °o N a 'JJ^ �m J >, �--� 0 LN O Y CIO C) 04 N <C 04 E - Ij o N z � E IT—ca d U _j Q p °i JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. S3 (MONO)