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M J W to ID to J v rn .c 'r J 0 I M i cV 0 Cn 0 0 Q 0 M O / v a F2 0 i 0 •V J T7 0 LO 0 0 a 0 LO LO 0 w 0 Z.� Z� S Q 00 0 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 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 E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM�D3161-CLASS -III=III-III=1 m I I-IIIIII1 11= 9 /Tiell F, IN — — 12 ACCORDANCE w/ TABLE "I=III-I 11=III=III=III=1 I I=III=1 I I=III=1 I r (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION =III -II III —III —III —III III=11 III=11 r I �IIII1'4"111111�IIIII�IIIIIT,III=I1• (2020) 11 RESIDENTIAL 8 ROOF SHEATHING - SEE INSULATION LE SCHEDULE TYPICAL INTERIOR BEARING F FRAMING SHEETEET FORR 5/8" OR 1/2" HIGHS 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 SHEATHING AND FASTENERS 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 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 W1.4XW1A WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE d- L °D -00 6 MIL VAPOR 111II I— D Df I - z BARRIER I ' I I II p 4 I N 1 D: • COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR T I ITI=T1`I=1 1T[ ASTM D1557) 3" MIN. CLR. O #5 REBAR CONT. V-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE U.ON 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 BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS d PAVERS � % _Z 4" r' 00 d 'a III —I � ITS SEE A/S3ORJ/S6`-IlliI I=tll ,, II 11 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS j SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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. 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 w/ (10)10d NAILS _ 04 2x P.T. PLATE TYP. 4-1-11- ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY 00 Z NOTE: *FOR BEARING WALL r W/ UPLIFT ONLY FRAME WALL TOCMU C.M.U. WALL CONNECTION 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" ° GRADE 00 REBAR w/ OPT. I=SOREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS A M rn'' ,'•, . 44 -I 1 I -I I I .. I °° II II 1:4� II f illllllll '"' +. IIIIIII� SEE A/S3 0R J/S6 --- -I j I I 1 111 i1 1 1151 1 1= FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) 114" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7116" 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 I I 6 MIL VAPOR BARRIER i l D ,• , III � 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" 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"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) )211 ELEV. 4-3 1/2" 9 31/2" MIN. A.F.F. p 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)1Old 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. 31 /2"(min.)I- -1 I -1 I I I I ITI=1 I I' (2) #5 CONT.I 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP na SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 1c0 �� 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 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 I WWF OR FIBERMESH 31/21"(min)- 4';=III=1 I =� 111=� � I Ill1 .� I ITI=1 11=1 I l l ll f (2) #5 CONT. 4' I. i 11111 ��114, I I I8 - U.N.O. MIN. 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE °O [GRADE 60 MIN. Fy= 60ks'I 25 MIN. LAP [30" MIN. LAP] #5 REINFORCING BAR —� -III-1 1I Til_ r #5 LAP SPLICE 1=I i 1=1 I I -I =1 I I —III' ................................ COMP. SOIL. (COMPACTED TO I 95% MODIFIED PROCTOR ASTM ' 1= I _ I I f i I 1=T(=-111=I 11�=1�F-T D1557) 4" V-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. 21/2" FROM SLAB 0'-01, J CONT. BEAD SEALAI` INTERIOR ° � -3 1/2" � CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB -71 °° e 0? a E T �' II —III= I1= M 6 MIL VAPOR �� BARRIER*'rr' 4" 4" INTERIOR WALL SLAB STEP NON-BRG SCALE: 3/4"= V-0" �1/2"(min.)- 4" 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 Q BOLTS 6" MAX FROM o END OF 2" x PLATE LU D V CL uj Cn g 111-ITI-III �;_1T� II I_I D • (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 ° 11-f- III III TII=n r r " 10" (TYP.) 0 8" 1 -4" 80 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS ll F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. % FOR TRUSS tiN ° SEE PLAN FOR x CONNECTION INFO TOP LA BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 ° (2) HTS20 FOR STRUCTURAL r _ JrI II I-T, II I1 T� ! 'E 47 BEAM SIZE & N I a I I:. CONNECTION INFO co .' o _1 III- 2xaP.T. 2x4 #2 SYP P.T. FRAMING w/ =III-T-111= I I I PLATE „ SEE A/S3/J/S6 — os!a. MIN 7/16 O.S.B. SHEATHING FOR REINF. INFO. fi 8 z ATTACHED PER NAILING ° w 0 SCHEDULE OPTION #1 COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL 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 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 �1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD —INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN M 00 ? GRADE .� CONT. BEAD SEALANT a j w/ MIN. (2) #5 VERTICALS E ?L FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N g w SIZE AND REINFORCEMENT) LU c7 • WWF OR FIBERMESH c, LU BRICK PAVERS or SLAB PER t=- w o aww O o _ • • v • • - - z_ a ° ° - — — — _ — 1 _ _ 0'-0" FIN. FLR. COMMUNITY SPECS U-- "' - - FOOTING v _ BEYOND s .. • . , • • PAD REINFORCEMENT 3" MIN. CLEARANCE SEE FOUN ATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N S^ `{J SCALE: 3/4" = t'-0" SCALE: N.T.S. S3 ILA") P t� cY V4 � =mmmx gt It N •� o �a dco '> c c co Lo �• 4 P L. O 0P, 111441',R��'��'�`�1 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 Engineers signature and seal. a`t W f.Ad IM a C 8 Q O N N 0'o ib 0 0-0 ;. N M � 3 � w Q cLL y w LL 3 o- iyk u —ate ii 13 f- -�2 0 1 �,Mi W 02,0) W ve�l 05 co z�p n Z J 11L V N U V t11� J> Z 0) M r N M 00 G N � o M U o LL 1 , T <n LIJ O g �V) N V) o J rA x — m E is =� U o e 4 N w co ZZZ J LL. 0 m U zo 0� wz >N <o z® oa O C E O¢ O 0 fo 0 wow �Z � c O <o O� w� 0 OF z mCJ J y O 6 W 15 o ¢� O� �z ° WaZ O = z � oLL 3 J o <� ;a C 11 OR U 2 11 `C:) > Lo J M 0 LO T LO Q Co r1 0 U) N _ m _ L^ , (� � C,4 Q ►- o Ln W EM M LO o Z z :C Z6 U') E T- U) `m a E U Q p c JOB NO: 23-06113 SCALE : AS NOTED SHEET NO. S3 (MONO)