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I 1 L 1 - - R v+ 3 otf 0 N C) 0 0 Q J 7 0 I N i cV O O 0 -a- Q ¢ N N a 0 E 0 CL J E 0 v 0 J LZ 04 0 t2 Lo 0 0 a M 0 1.0 ;J v 0 0 w 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INS 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 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (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 �' METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO r�; _ A _ BE IN ACCORDANCE w/ ASTM -III I III —I m D IIJ=1 I �I 1CD D7158-CLASS G or H, or ASTM-�I I �� I �I I I-1 I I-1' D3161-CLASS F, IN II r ACCORDANCE w/ TABLE I I —III —I 1 I-1 IP R905.2.6.1, FLORIDA BUILDINGCODE 7TH EDITION (2020)-1I �C1 RESIDENTIAL 'gam ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB 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 W1.4MA WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE .s E: v =III—Tf— r L i W Z M 00 6MIL VAPOR BARRIER C . 4 1 I T N c :f COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR I T ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) DETAIL) ) 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 rO.H.D. RECESS z / CO 4" 00 � a. LLL SEE A/S3 OR J/S6 �I I I I I FI I I 1 1 11 FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-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. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS —� TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY ' NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES Cl) I GARA( I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" J 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. �r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 112"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 BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR 5/" 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. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION 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/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND cr c%+ n n (ALT: 1/2"x12" 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 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 �31/2"MIN. _ �31/2"MIN. ° ° j'jl-lj(r31/2"(min.)-4" p b ° 9 _ 00 _T'j'7Ij�7��jT 'IT, 1/2"(min.)-4„ '11T 111 I11- ji- P • 31 /2"(min.)- 4" 31 /2"(min.) - It 4r" y- - I— (2) #5 CONT. 4„ r j,4 TTT 8„ (2) #5 CONT. 4' =�i7T 'TT 'T81, U.N.O. MIN. U.N.O. MIN. I TYPICAL BEARING WALL (cil STEP (cil SHEARWALL / C \ � TYPICAL YII.HL 6tHY(IIVU WALL (NN STEP tY P "SHEAR WALL" SCALE: 3/4"=V-0" \\cos ens M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,co��N INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 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 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 04 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE °DFINISH M D25" z GRADE O0 #3 & #4 LAP SPLICE FGRADE40 MIN. Fy= 40ksi RADE 60 MIN. Fy- 60ksi] MIN. LAP [30" MIN. LAP] Z PI, O06 MIL VAPOR BARRIE_ I D ° I = (= I = °° z #5 REINFORCING BAR R 1 7/8 —� z D N I I�TTii T #5 LAP SPLICE g • e _ T COMP. SOIL. (COMPACTED TO — D 95% MODIFIED PROCTOR ASTM—��— D1557) — 4„ 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"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4"—, ° ° ° v GRADE 00 ° (1) #51R BAR w/ OPT. I=I I �I I I= I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE T SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N , e �. Y . M II�II I� T- I �I I I I .�. +• . � . ��1 SEE A/S3 OR J/S6--- -'! I I I I I� r11! I i FOR REINF. INFO. 3" MIN, CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 0� >R J CONT. BEAD SEALAI� INTERIOR -3 1/2" v A' 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 E Ev M 6 MIL VAPOR T BARRIER 10" #6 REINFORCING BAR #5 STD. 90 HOOK SCALE:3/4"=V-0" 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 w D U e Cn 'LU D ° U) uj 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 —I = O TTi— TI=� r (2) #5 CONT. =11�11 I„=1 I I ICI I I r ON 3" CHAIRS (TYP.) 8" V-4„ 8„ #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR �" • TOP OF BEAM & LAYOUT DESIGN d SEE ROOF PLAN — — ° ° ° ci (2) HTS20 FOR STRUCTURAL -T'- — I BEAM SIZE & N a _ CONNECTION INFO 2x4 P.T. PLATE g 7/16" O.S.B. COLUMN LOCATION k I I • • �� 2x4 #2 SYP P.T. FRAMING w/ TI I — -� 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Ir �` 8" z g ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL `= > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M U) SCALE:3/4"=V-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. G SU 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 INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT ¢ > w/ MIN. (2) #5 VERTICALS 00 z GRADE € > _j FILLED SOLID (SEE PLAN FOR °_ 6 x 6 W1.4 x W1.4 ice, w SIZE AND REINFORCEMENT) a � • T WWF OR FIBERMESH BRICK PAVERS or SLAB PER z a w o v U_ o `n = • • • • _ z a 0'-0" FIN. FLR.� COMMUNITY SPECS " " Cr FOOTING 4� INTERIOR WALL SLAB STEP NON-BRG. KK SCALE:3/4"=V-0" S3 SCALE: N.T.S. S3 O N to / O v > w _ o m x C - N A O C in � tV L N o d 2 fV 3 aas cc 3 3 is d It -C. o � E a w M 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. N W Q v E V 0 o N o N 6 m N 'o Ni (` r\ - J N O z # u Q C co cy ry J C J Sz U_W j u W a W Z W 0 W ' �� A2°'°' mo Z MN Lo N Z Q ZO U W ❑ ❑ N f7 o g z iz- � � 0 S QU) E3 N V) z 0 - 4--' (a w 00, N �N w g C N y N � t1J J .. _ oo m - U 0 as N Y �0 o co w Cl>0! J z z W cd E zn o >o z ; 8 z F— M o =0 CL E �a�Q Z�� Ui o 3Q m 0 op CA)W T � M a 0 N r � �LL x 3 o Jw ¢a >r mi c, v ola a 3 �O 0 = co Om (Q Ln T L Cr M _ o N L0 0 N 0) Ln Q � N T LO Z 191- M `— LO o Z cc Z T E N m c m EL U _j Q o JOB NO : 23-06111 SCALE : AS NOTED SHEET NO. S3 (MONO)