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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 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4- (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. : 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS @ 24 O/C & c @ 6" MAX FROM END OF 2 x PLATE E FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH 144 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. A HURRICANE ANCHOR @ EACH D TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS - MOISTURE BARRIER SHINGLE ROOF 8„ - ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G — _ ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 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 V GYP. TYPE ABOVE) "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (UNBLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ..O.) (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. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE:: S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE / tz (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 10'-0" (R302.11) 2""016" 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 @ O.C. OR 5/8"x10' WEDGE ANCHOR 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. WI IF NOTED, THIS REFERS TO THE 2"0016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL A.F.F. @ 24" O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH —\/ WWF OR FIBERMESH d ° ° ° ° ° ° ° ° d ELEV. -0'-31/2" Z �31/2" MIN. �31/2" MIN. ° ° ° ° ° A.F.F ° , d 2x4 CONT. ° ° ° e e ° ° o " > ° • 1/2"(min.)- 4" 1/2"(min.)- 4" ° �. — oo y ° ° n GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" 31/2"(min.) - 4" (2) #5 CONT. 4„ 1'-4" 8" (2) #5 CONT. 4" '�' 8" GARAGE SLAB AT STEP B U•N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALL C @ KCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING EE SOFFIT 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. M SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1�N\N\Nr 'l LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ coat! 2x BLOCKING HORIZONTALLY 8"x8"X16" KNOCK -OUT @ BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10''-0" (R302.1 1) EXCEEDING INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR INTERVALS VALE N 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION 8" C.M.U. TYPICAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR ,• „„ „ „" „ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"x6" "J" BOLTS BOLT 5/8' x 10 J BOLT @ 24 0/C W/ 2 X 3/16 BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA, EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR 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 *SIMPSON SP1 6 1/4"x31/4" TAPCONS ) () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP) SPACE ANCHOR 5 0#, MIN. TENSION 2600# SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 ARCHITECTURAL w/ (10)10d NAILS �, WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH E FINISH TYP, 2x P.T. PLATE PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C.-/ ASSUMED FINISHED #3 OR #4 REINFORCING BAR LU o e e t n > . o , GRADE 40 MIN. Fy= 40ksi a e 1/2" GYPSUM WALLBOARD GRADE �, ° z #3 & #4 LAP SPLICE Z M FINISH GRADE o0 25" MIN. LAP 30"MIN. LAP [GRADE 60 MIN. Fy= 60ksi] a tr D 4 U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? [ ] — •- CELLS (SEE FOOTING MONO SHOWN p o U.1 FOUNDATION PLAN FOR CLARITY ° _ _ 6 MIL VAPOR BARRIER — D ; ° r R 1 7/8" 0) — — _ _ _ _ #5 REINFORCING BAR FOR LOCATIONS) G p D p=1 i =1 11=III=1 I II=III=I N z _ 9— _ 1x4 P.T. BASE NAILER " " p ° #5 LAP SPLICE 2 #5 CONT. 4 x4 INSPECTION I—III=1 I--.=1 I=1 I=1 I=1 O — m �' PORT AT EACH NOTE: o _ _ _ 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 31/4 BASEBOARD *FOR BEARING WALL 1=III=III-III=I =1 i- T COMP. SOIL. (COMPACTED TO — ° g'• 1'�" g" FILLED CELL TYPICAL =1 =I �=III=1 I I=III 95% MODIFIED PROCTOR ASTM 10, W/ UPLIFT ONLY _ - (TYP-) MIN. 2500 PSI CONC. SLAB c� AT GARAGE CONTRACTOR III=III=I =III=III=III=1 ( _) I —III= I i=III=III=1 I I=III=III=1 I i D1557) MIN PSI MAY VARY PER rn —� I=1 I—III=1 I 1=1 11.-1 I 1=1 I I=I 1=1 1=I 1=1 I_I=I I I=I I 1=1 IF 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "—i=1 l ;III I I i I I III I I L-I I I=1 I I= 1 I i #6 LAP SPLICE CURB DUE TO SLOPE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S.: SLAB INFORMATION. cV r • y00 : Z_ �,v • y 1 g 6x6W1.4xW1.4 09 31/2" WWF OR FIBERMESH 6 MIL VAPOR > z min. 4" BARRIER ; D �r 1 A `v GRADE D _ v COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. N O CHAIRS TYP. 4» V-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z ' r' • e TTT • :... 4 '. 4" °Q 4. . — i T SEE A/S3 OR J/S6 •: Trri T FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �II�II�II�II� �= I11'= TYPICAL THICKENE MIN. ,DGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS fV ' M ti ' 4" 1 •• , SEE A/S3 OR J/S6 FOR REINF. INFO, 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST9 RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR R 6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. U.N.O. FRAME -DOWN FALSE BEAM w/ (3) ( )7 r WWF OR FIBERMESH P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAb — • ' ¢ INTERIOR a. d. -31 v• ' 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 C0 C fV M 6 MIL VAPOR _ BARRIER 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FORUCIZE & URAL OEAM STRUCTURAL r CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE it > a w SEE PLAN FOR STRUCTURAL 2X STUDS @ 24" O.C. U.N.O. g o SEE DETAIL 16/D1 FOR w COLUMN SIZE AND BASE � CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT = w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) WWF OR FIBERMESH PAVERS or SLAB PER „ /-BRICK COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK, SCALE:3/4"=V-0" ��S3 0 -0 FIN. FLR.� • .•'� •• SEE FOUNDATION •• CONC. PAD INFO. TAPERED COLUMN FRAMING�C�Dl SCALE: 34'" F-0' SEE A/S3/J/S6 � 8" I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -, EXTEND FILL CELLS � TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. Q ' 00 RA _ _ _ a ° c� J III —III ° ° al z = I —III —I —III —III--1 1= � owcwnw III- I —II Tit z 0 0 -1I-1 ! ° ' ° Q --- -- Z I— = III III=III—III--III—III III —III —III=' FOOTING II..-IIII�iilllliillll� ill. ;ll I11-III=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. ��3 ``, ear ,•• \ ` E•••N. ••�_� J Y� _ An�XV K) cg FL0 �<<, FESS10 " r,�///u n i m►��` � 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 - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 04 04 J V (A 0 c1� W LL .�;Tl a W a M "" 2N 0zci 2 . O o W ,j M A m J aN Go0 0 a M z QQQ fn 0 CSC ZOV co _z z � z �N z f�3 �U w g 0 w 8 Ly N w W 8 Cl: 0 Q C _ t`7 Q W J E E w oo N <0 Zo Q zg H R0 �z �< CV L~.. w0 zZLL rp � J y� 0. O az �Z 3 0. �o U W �. a �w G 0I2I� U � 121)� J 0 rn c� 0 > U C) o F_ O04 L x Q v, 0)Cy Z E c) z c a o U _j Q p JOB NO: 21-1070 SCALE : AS NOTED SHEET NO. S3 (MONO) w z CD 2