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Q L0 0 M LO .n 0 0 C) J r- M 0 I 000 L0 L0 0 C 0 a 0 0 (7] N 0 I L0 v i L. CI Q N 0 i v [1 I.— Q) 0 x v i LZ 0 U v C, U 'o i U z CL ip I Y O U 9 t N CL 0 0 0 N N N 0 U) Q P 0 N V F2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (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 & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W1 (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO e ° BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM 9 1-1 I I —I 11=1 I I I ° ! 1-III—III—III=� o 1=III-1 I=I I —I' D3161-CLASS F, IN ' 1=I I L 11(=) ° 12 ACCORDANCE w/ TABLE I I-1 1=1 I I —I I I=111-1 I I�I I I I (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) I=I 1=I11=I I I 1=1I IEl II (- II II I II I II 8 RESIDENTIAL ROOF SHEATHING - SEE INSUL ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA W/A HABITABLE ROOM 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'H00K (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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) 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 00 6 MIL VAPOR z z 00 BARRIER III ; D ° G I11 2 —I D• — r COMP. SOIL. I ° (COMPACTED TO 95% =1 I MODIFIED PROCTOR 111 III III=TTI= I T ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. O U 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" Q 3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-n 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. LOAD BEARING OR 2x STUD EXTERIOR WALL 8" C.M.U. 1 "x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL 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"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ TYP. 2x P,T. PLATE ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY U > 00 C z NOTE: - *FOR BEARING WALL W/ UPLIFT ONLY — 1- --' IL 1= -111 III I 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 3 1/2" WWF OR FIBERMESH min.) 4 ° ° v GRADE _ •.° III-111—IIIII 'IIII�'II I';� _ _ -(1) #5 REBAR w/ OPT. 'r=1I �I11= I 1=1I 1= I rSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ n C — 14 O.H.D. RECESS z 13 O.H.D. RECESS - N ' �M r Cl) A. ,� 4 1 I IT r 1l=Tfij =1 a SEE A/S3 OR J I S 6 11 11 III 111 l I I III 11= 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 J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S30RJ/S6--- —Ij 1j LII III'�F 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. I 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. �r �r �r 7r I I I L 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR V GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) ELEV. U-0" (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" ELEV.4-3 1/2" 0 z 1/2 MIN. p. A.F.F. 0 b o ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12) 10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) — (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 3 1/2" MIN. , Nco =11=III=III ' 1 /2"(min. )- 4" 31 /2"(min. - 4" 11 I-1 1 111 III—� I I- -I 11=11 I 1TI=1 11=1 11= I T III I'r (2) #5 coNT.l 1 , ; ,I 4„ V A 11 Q„ U.N.O. �F MIN. TYPICAL BEARING WALL (@ STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 5's M 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. r-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 I WWF OR FIBERMESH 00 ct" /"(min.) - 4"=T _ —III I l i —TI— I ICI I H I 1=1 I� 1TI=1TI I I� 11 (2) #5 CONT. (4,1 U.N.O. MIN. TYPICAL BEARING WALL a@ STEP SCALE: 3/4"=V-0" 1/2"(min.)- 4" CC S3 SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ �/ GON 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 LATHFIRST Z LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE, PLATE WASHER TYPICAL 3RD LAYER 1'/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ 35011 MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR W END OF 2 MAX PLATOEM WWF OR FIBERMESH PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR °1P. ° b. . #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° T� ' r FINISH GRADE O4' [GRADE 60 MIN. Fy= 60ksi] a1=1 I1—fI I m ° I ��I I 1=1 I�—I 1- o Cl) :° u 25' MIN. LAP [30" MIN. LAP] ¢ I —I I i I I —III D I III —I I1=1 I I; T - W '=1 11=1TI 11=1 ' I I 1=1 I I-1 11=1 6 MIL VAPOR BARRIER I I ° ° � I= T 1=_ °O R 1 7/8" LU ' ' 1=1I I1 TI MITI , I —I I I—. #5 REINFORCING BAR I— I r Z —' I I. I —III —III —I I i TII I I f I— r #5 LAP SPLICE (2) #5 CONT. I , (T1T i TI 1 I, , , I i— COMP. SOIL. (COMPACTED TO I II I ° a . 11=1 I=I I=1 I1=1 I' 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1' 4" 8" 95% MODIFIED PROCTOR ASTM 11=1 I I=(TYP.) D1557) 4" V-4" #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH SEE ROOF PLAN S G D U N O 10d NAILS TO TRUSS TOP CHORD AT 2O.C. MAX. FOR TRUSS CONNECTION INFO ( •) �C; ° SEE PLAN FOR A &LAYOUT DESIGN ° e — — — TOP OF BEAM VIV ° - - �r (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL — — _ —° ° . ' ° ° T- N I- C� c BEAM SIZE & N ' I [. CONNECTION INFO M I 1 I r P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT — a ¢ A INTERIOR 4. P a a. -3 1- �"� •a 2 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 00 �� L M 6 MIL VAPOR T =1' BARRIER I.'•I I I I E,, El r1 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"=V-0" 11 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING SEE A/S3/J/S6 - "— fi — "- 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCHEDULE Q SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND SEE DETAIL 1601 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING 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 d INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN co CONT. BEAD SEALANT ¢ j LUFILLED w/ MIN. (2) #5 VERTICALS 00 Z GRADE 4 > SOLID (SEE PLAN FOR _ ° 6 x 6 W1.4 x W1.4 N 25 W SIZE AND REINFORCEMENT) — •—i '- WWF OR FIBERMESH M BRICK PAVERS or SLAB PER COMMUNITY SPECS a w 0 o U' =1 " cvn l w v _ • • `• - - z 11-i' —I `Y' ° - ° SAS JI-FOOTING BEYOND o�,o%�. ; 00000iipopqPAD REINFORCEMENTCLEARANCE TAPERED(SEE SCHEDULE) A- SEE FOUNDATION FOOTING WIDTH .41 F_ CONQ PAD INFO. SEE SCHEDULE COLUMN FRAMING If""fC�D12 PATIO COLUMN FTG. DETAIL � �N Co 4Ya -`y n ♦t� 1. > a, Ll tt5 ;r, 0 0 0 ;+= L 0W N 0 CV C`). CV 0 4 � R 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 sea[. f N W ao 0 v E cnv a .o - it CD C, U N -1 N O S" LL - '_ LL °- Q�C,4v Y � 'i w 0 r Zo - L O O ~ W �'�N(O K O W � rn z co a ir) Nz xNO Z N O U v r W ❑❑❑ (D M M N p o Z m N (D z < J [1 � r` M N z 0 4-1 u, ° U O,,, o c ass U W� E - m o m1 � w �.., U N C v' � Q N o r• CD coz w co co U_ n ¢ p z Q (. E o oo Lu Z ® I— XO uo r � C CD � �_ z <o a` ¢o or �J = U:)z o a mo a z _� � J �m <W cn cn 3 o oa z z 'o tz w w W U <o o oz w< r� z ti >° [O r za a o �3 O >tn J LO .-, Q ~ (p O O O rM U Q o \1/ W m +J Lnl -0 N (:7) 00 -0 O L0 O Q r cN ui m LO CN in CN o Z z E O a E U _j w Q p c JOB NO: 22-02397 SCALE : AS NOTED SHEET NO. S3