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07 3 w A 0 i M N LO 0 to 0 J 0 rn 0 I rh v a i c Q O i 0 a 0 L G Jy N v U N U 0 O O 0 J I N N 0 0 0 a M 0 0 Q m 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 114 P') VARIES INS 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 --J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 1 Sri TnFNAI1 R T R, R \ FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1 r I l-1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d , 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 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO A ° BE IN ACCORDANCE w/ ASTM =1 I I=1 1=1 1-1 11=1 I I=1 11=1 11- =1 i I —III —III I I I 111=1 11=1 11=' r D7158-CLASS G or H, or ASTM 11=III=III=I I I=1 0 • 11= D3161-CLASS F, IN ' I .I I=III III —I_ °v. 441 ACCORDANCE w/ TABLE -I' I=1 I I —I I=I� III=111=1 I IE. R905.2.6.1, FLORIDA BUILDING ' =L LIl-1_—III=III I I —I CODE 7TH EDITION (2020) 8„ ��I ITI I I T II 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" CJ'3 '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 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 1L a NOTE:EXTEND WWF OR "FIBERMESH" "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE , L D 6 MIL VAPOR D II -I = - z - BARRIER III ; 4 I II II ' III- r COMP. SOIL. I I II (COMPACTED TO 95% ' 'JI III MODIFIED PROCTOR ir III III Tr I I ASTM D1557) 3" MIN. CLR. O #5 CHATREBAR CONT. V-4" (1 STORY) ON TYP. STD. 90 HOOK (SEE U.N.O.CHAIRS 4„ V-8" (2 STORY) .O DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q-"/, OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O. (OR %" GYP. TYPE "X" BLOCKING 12" O.C. w/ 2 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %"GYP. TYPE O @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. ABOVE) S.P.F. DOUBLE 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/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) 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 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" fF:iSIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OIL O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O.C.) 21' x 6 W1.4 x WWF OR FIBERMESH ATTACHMENTS 211 � ELEV4-3 1/2" z /// 31/2" MIN. 31/2" MIN. O 2x4 CONT. ,, A.F.F. N o A °• III=IILT'31/2"(min.)-4" D A 00 �-,- ' Q • III —I I r 00 r�ITlrrr — TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 /WWF OR FIBERMESH GARAGE DEPTH VARIES 31/2"(min. -4" �= I _� 31/2"(min.)-4"— I—� Ti�� I f 1T-Lff iT�Tfl (2) #5 CONT.1 TI , ,III, � IIILrr;llhl I , � �III-1 4" 1'-4" 8" GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL (@ STEP CcD SHEARWALL SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 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 SPACED EVENLY wl (10)10d NAILS _ 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY _ _- o0 NOTE: FOR BEARING WALL _ N T - W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION �D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE °° — — — — • _ -(1) #5 REBAR w/ OPT. ' 1=1Ti—III-I 11= 11= I -I 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ 14" 13" O.H.D. RECESS z O.H.D. RECESS CV � p' M 60 a _ I-ITI-1 I ICI I I_ I — SEE A/S3 OR J/S6 -`_I I I i IIII I i 1= FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-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. SEE A/S3 OR J/S6 J 1� I 11 ', l I'I I I r FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. S3 "SHEAR WALL" SCALE: 3/4"=V-0" 1/2"(min.)- 4" �1-fL--1T� III ill �ITf �' I (2) #5 CONT. 41,Iii�I $ - U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 Cc�',.. �y Ps�c��E 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs'K�E 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 STUDS @ 16" O/C �Ms INSULATION PER FBC AND ENERGY �/ �co UCJ 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'-0" (R302.11) ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS PLATE WASHER TYPICAL 5/$"DIA. EXPANSION BOLT @24 " MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN, TENSION 2600#) FIBERMESH WEEP SCREED INSTALLED BAR o END OF 2'BOLTS 6" M MAXFROM TE WWF OR FIBERMESH ; E d PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � D A D GRADE 40 MIN. F = 40ksi =j r #3 & #4 LAP SPLICE v- a ° . FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a m 25" MIN. LAP [30"MIN. LAP] gI 11= _ D III I I III—j '— '-1(�I I I p D ° _ __ -- 6 MIL VAPOR BARRIER =.ILI I I I - E 1 I - „ �- #5 REINFORCING BAR R 1 7/8 • D IIII��T! I�►I r M #5 LAP SPLICE 1TLL II 111� 2 #5 CONT COMP. SOIL. (COMPACTED TO�I- 95% MODIFIED PROCTOR ASTM D1557) III ,III,_„1I1�,� 1�,1I IIII1 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB Oh 1_0" - CONT. BEAD SEALANT INTERIOR -31 /2� a Y CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB E I— M 6 MIL VAPOR =r_ BARRIER (IIII � I I _I I - I TI II 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=1'-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 6x6W1.4xW1.4 WWF OR FIBERMESH ; A' I S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 101, (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3A"=1'-0" S3 VARIES SEE PLAN 1 1/2RECESS FOR WWF FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G..D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO �N A SEE PLAN FOR & LAYOUT DESIGN- r, ° '. °. 711TI-III; TOP OF BEAM HTS20 SEE ROOF PLAN'- FOR STRUCTURAL a (2) BEAM SIZE & a CONNECTION INFO T •. —I l r 2x4 #2 SYP P.T. FRAMING w/ - I 1T111= II MIN 7/16 SEE A/S3lJ/S6 O.S.B. SHEATHING Td"�-4" 8' z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g LL COLUMN SIZE AND BASE rM o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS 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 TO FOUNDATION PAD z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. w � > SIZE VARIES PER PLAN MIN. #5 VERTICALS M Q w/ (2) 00 GRADE > _j FILLED SOLID (SEE PLAN FOR -_ o w SIZE AND REINFORCEMENT) z = ? • cwll F-aW� = w Z BRICK PAVERS or SLAB PER -COMMUNITY p o `n - • •``' • • z < 1 „ /IL SPECS " a 0-0 FIN. FLR./-Ih IV FOOTING BEYOND PAD REINFORCEMENT (SEE SCHEDULE) 3 MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 1 10 o Q_ v < ®.- �= a a E �a,d-Cl- Cj ol J :-x rke .ei#ye I_� d° 0ij 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 Engineer's signature and seal. W Q �r s S n 0 1,, �mo�2 Q N d S J C u Z o_ —ern n 4 lii i rTs Z fn noco W J � Z 4 Z M N J OU W El Elco z N o z N z o � Q E3 N N a N a--r u, W O1, to U w y g -u U ) w c �' a°ri " ti JW J z z =o �ozo r� Q� o E U oLL wz z® oa I— C � 0 1, O E L co K F Q 9 2 <o Qo ww �J @ C 0 U mo 0, maw z go C) az y W O OD o aLL 1- M t 0 - H 0?i 0 O = i > CM 0 m 0 L0 =) O �>- 0- -- U) �: CN F m Ln a..+ 0 -� n f6 M Q It N <C M N �- 'n M o Z E NCC c CC a.0 Q p JOB NO: 23-00504 SCALE : AS NOTED SHEET NO. S3 (MONO) i