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L0 C14 L0 ILO 19 0 L0 CD L0 I L0 C-.4 L0 LO (4) 3-1 C, C:) (0 C=� I L0 C=� Lr5C=) L0 rr Cf) 3g CL E 0 'n W E 0 0 9 C) C14 CD LO 45 15 I= N C/) V -2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" O.C. W/ (2) 10'-0" (R302.1 1) 16d TOENAILS T & B FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 111" DIA X 11/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" M,�� FROM END OF 2 x PLATE = E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHEID.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP,) WWF OR FIBERMESH C0 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER . > SHINGLE ROOF, SHINGLES To BE IN ACCORDANCE w/ ASTM El I 1�1 I 5�1 I Ittl II= 1 9 r---, D7158-CLASS G or H, or ASTM 11 I-H /-fili D3161 -CLASS F, IN I I I I I I 12 ACCORDANCE wl TABLE ITY7P.) ARIES Z TYP.) V R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8 RESIDENTIAL ROOF SHEATHING - SEE INSULA LE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING + FRAMING SHEET FOR 5/8" OR 1/2" HIGH ---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE 'X" @ GARAGE W/A HABITABLE ROOM ABOVE) WIDRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD, 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL W/ UU I UFL111-'I ELEV. VARIES4-) SEE TYP. WALL SECTION SCALE: 3/4"=V-0" -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"&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 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 3 1/4" BASEBOARD z PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONIC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 6X6 W /-NOTE:EXTEND MAMA WWF OR DECO FINISH 4" to 6" "FIBERMESH" BE LOW GRADE E 00 6 MIL VAPOR 2� BARRIER 4 C14 COMP. SOIL. 0/ (COMPACTED TO 95% MODIFIED PROCTOR ASTM D 1557) (2) #5 REBAR CONT.-/ 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4' (11 STORY) STD. 90 HOOK (SEE U.N.O. 1 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION � �A SCALE: 3/4" = V-0" �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 1411 O.H.D. RECESS PAVERS--\ -T 2� -\r -v -7R- 2 4 4 T, 10 SEE A/S3 OR J/S6-"- I LITT! =HF, PliIi Fil -Ir:- FOR REINF. INFO. 13" MIN. CLEARANCE 1'.4" (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 118" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 60 8"x8"xl 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-10" /-2x S.P.F. ST DS 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 C14 G/S3 FOR ANCHOR BOLTINFO. 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) 1 Od NAILS 2x P.T. PLATE TYP. ASSUMED FINISHED GRADE MONO OR STEMWALL FOOTING MONO SHOWN FOR CLARITY 00 z NOTE: *FOR BEARING WALL W1 UPLIFT ONLY -A!! jj� FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"---, 4. 4 GRADE 00 LTJFJ�ITF 77F� I - 11=111 :� - -I I I- � ff(l ) #5 REBAR w/ OPT. '�11'1-firLIF-IF �ElrLT-11 I I I 'I I=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0i" "'i S3 EXPANSION JOINT 13 4 -4 Z BLOCK WALL BEYOND O.H.D. RECESS 0? SEEA/S30RJ/S6-- -ILI�=jl �' r7-l-I LI' F, 1 -IP - FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC 1 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��S 3 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. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-10" (R302.1 1) 5/8"'x 10""J" BOLT@ 24" O/C W/2"X3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH :.E A= 6 MIL VAPOR BARRIER 4T::7-1 11 1 LI 11111 1 11 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1 557) -11 t -III- 411 11-411 TYPICAL EXTERIOR FRAME WALL F 5/8"OR 1/2" HIGH STRENGTH --� (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 wl (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B SHEATH ING 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" INK (ALT: 1/2"xl 2" TITEN H D @ 24" A. F. F. O.C. OR 5/8"A O'WEDGE ANCHOR @ 24" O.C.) 2". ELEV. 4-3 1/2" z 3 1/2" MIN. A.F U- A?- C) -IV/IF 7v/11F I I \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ E EACH END (WHEN PARALLEL) GARAGE WIA HABITABLE ROOM E 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) 1 Od 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"xl 2" TITE N H D @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"xl O'WEDGE ANCHOR @ 24" O.C.) IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE F-S STEP, SIZE OF FOUNDATION AND Z2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT "' r' ' 0"' 1 ' " x 6 .4 1.4 INCLUDE THE WALL WW W1 XW ATTACHMENTS F OR FIBERMESH 3 1/2" MIN. �j J. V- -'I 1/2"(min)- V �LILFI 11 L FRUSS BOTTOM CHORD OR 2x4 #2 SPF LOCKING @ 12" O.C. w/ (2) 12d TOE NAILS ACH END (WHEN PARALLEL) EE UPLIFT SCHEDULE FOR UPLIFT ONNECTIONS. 2"x S ' P.F. (OR EQUAL) STUDS @ 16" O.C. .N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 11 (R302.1 1) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 1 Od NAILS x P.T. BOTTOM PLATE 6 x 6 W14 x W1.4 WWF OR FIBERMESH C14 ii: I I [ . I . ti� A . , . I,- . h . I . -1 1=1 I r= 00 00 1 1 /0111-iiin All =1 I F:: 11 1=1 I J. 7 T -m T -11-=, 11 117:7::1 0 (2) #5 C INT 41' 1'4"' W U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C "SHEAR WALL" SCALE: 3/4"=V-0" III S3 2x STUDS @ 16" O/C W �McOs INSULATION PER FBC AND ENERGY 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. 3RD LAYER 1/8" THICK. 1 5 K.O. BLOCK I r (2) #5 CONT. 4" 1=1 I F-=1 I I I- =11- U.N.O. MIN. SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD 2X PT PLATE 20" MIN. LAP [24�'MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED = 77� r -, BAR PER MFR INSTRUCTIONS #^3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi I rGRADE 60 MIN F 1/2"(min 4"� lYt-'IUALL$t:ANINUVVALL�CV,-.-)I 11-- CC SCALE: 3/4"=V-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION vv' ' "J' 10d NAILS 2x P.T. PLATE -- SPACE ANCHOR R BOLTS 6" MAYROM ATr: END OF 2" x PLATE -j C/) FINISH GRADE 00 2 25" MIN. LAP 1 0- [30" MIN. LAP] IL - I X 60 >< 1 11 AIAI /< I=- 1 �im Cl) #5 REINFORCING BAR R 17/8" #5 LAP SPLICE NG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BID. 2,11 1/2" FROM SLAB 9 CONT. BEAD SEALP INTERIOR -3 1/2" A CONCRETE NAILS W 11/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB--. 00 E 6 MIL VAPOR 9 1 FEI - BARRIER [ 4" 14"] INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 36!' M I N. LAP [36" M I N. LAP] /7- 777� 101. '-#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF`�� SCALE: N,T.S. SEE PLAN FRAME -DOWN FALSE BEAM wl (3) SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO & LAYOUT DESIGN TOP OF BEAM vil SEE ROOF PLAN C? (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO _ 2X4 I 2x4 #2 SYP P.T. FRAMING w/ ZTE /-1/1S6" MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING 0 SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION SEE PLAN FOR STRUCTURAL SLAB INFORMATION. LU COLUMN SIZE AND BASE U-1 LU CONNECTION INFO. SLAB STEP & RECESS 6dv"S.G.D. M -2X STUDS @ 24" O.C. U.N�O. SECURE 2x4 P.T. BTM. PLATE SCALE: 3/4"=V-0" SEE DETAIL 16/D1 FOR w/ 1/4"1 TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL 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 CELLr TO FOUNDATION P/ -INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. 0 ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE FILLED SOLID (SEE PLAN FOR Lu 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) LU 2E C�! Es LU Uj WWF OR FIBERMESH / , LU 1-- 1 LU Uj A 'd D 11 0 LU U) K PAVERS or SLAB PER 00 U- �'OM M U N ITY S PECS U) 0'-0" FIN. FLR.6* N"`-FOC (2) #5 CONT:--- ON 3" CHAIRS (TYP.) 8" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-10" (R302.1 1) 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#) 6 x 6 W1.4 x W1.4 i WWF OR FIBERMESH 1 �Mpi M-n- Ir r 9 TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" VARIES 1 1/2" RECESS FOR --�7 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH ION 0. TAPERED COLUMN FRAMING D1 SCALE! 3/4" = V-10" L0 CD C= C= 7E. Q) CD Cj CID W Cj �,O n L -Y, 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 - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E 0 0 0 CN :3 X) , -, CID U) r,,,- Or f Lu M CL u- z CL -,5- Lu FE c: ('31 U) f :2 C3): :5 0 0 ci� IL 60 91 M Lu C, - 6 . u') Z < r (N < X 0 3 0 z 5 W 1. W Q) 1 8 4--J (a Lij 0 Lu Ui all E C) 0 r- J) I W - <c 0 co . -0 0 z z :5E __j C6 E ca- E 2� I-T < 0 to 0 0 z z < Z 0 a < 0. 0, Z I . z E3 < 0 C) 0 < z W z Jj �x 0 .2 C:) In LO LO < M C:) :2 LO :3 LO 0 0 C:) U) 0 v LO +1 0 M C:) ca 00 M C) LO CN < LO LO i/i U') ca z z E 10 U) a) Co E �_; 0 0 I -i '10 'a CU < 0 JOB NO: 23-06126 SCALE : AS NOTED SHEEr NO. S3 (MONO)