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I I lu I I I- I I I F I I I 1 11 W I N 11L I 1 11 'I'l I I On C14 co LO C14 CN C14 C14 1`1 C14 C14 16 I C14 ul l In C:3 C) I l C14 C14 �R C 1 4 C,4 cN C-4 C-4 C14 C'4 16 _j C*4 L0 r- Ln CD III LO C) I C-4 LO 1:; 0 -0 -0 0 E C3 co 0 0- 0 9 -2 LZ CN C'4 C> C14 M -0 (1) ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 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-j NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @ 16" 0. C. W/ (2) 16d TOFNAIIS T Pv B FOR UNDERLAYMENT 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) REQUIREMENTS SEE R905.1.1 1/2" GYP WB (MIN.) @ GARAGE SIDE IF APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHEID.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER CD SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) ROOF SHEATHING - SEE RESIDENTIAL SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G �'� ELEV. VARIESjd_� SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 N ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X1l KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH IIX2 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 S co AT GARAGE CONTRACTOR P E MIN PSI MAY VARY PER AR U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE 3 X6 CONCRETE SLAB W/ 6X6 T a- /-NOTE:EXTEND W1.4XW1.4 Vill OR DECO FIN ISH 4" to 6" "FIBERMESH" BELOW GRADE I C14 Z 00 2 6 MIL VAPOR C? BARRIER In, __ t> C\1 COMP. SOIL. \\ I ---1 (COMPACTED 95% - MODIFIED PR TOR : - -1 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-13" (2 DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" V-1 � �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS-\ SEE A/S3 OR J/S6 Lii�UIFFLLITTTTI FP -Ir-, FOR REINF. INFO. L 3" MIN. CLEARANCE 1'44" (1 STORY) V-8" 0 STORY W/ DEPRESSED SLAB OPT.) 11 8" (2 STOR) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N,T.S. ADDITIONAL INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x1 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3,l 2x S.P.F. S DS 16" O.C. - 2x STUD .11 8" C. M. U. 1 "x P T STUD I/ �, #5 VERT. IN FILLED CELL 5/8"xl "J" BOLTS BOLT 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE F/ FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH L) tIo SCALE: 3/4"=V-0" GRADE 1-111-111-111-- MI I I= -m-m= ._ T, =Mr #5 REBAR W/ OPT. 1)! mi�! T�_'-' Tf= S Q R --fft4ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION J _71 a 13" O.H.D. RECESS -4 I Cl) 4 If Il5 ..!� - - 11-1. - -e - . . . - "TF 60 4' SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STCIRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �.S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSI3 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 10-4- l 1) 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 E t> 'T 7 6 MIL VAPOR BARI=::� R R A A RIF _7VAF_ 6z, ------ T - -5:zl 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 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 Ys" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR Y8" GYP. TYPE "X" @ GARAGE Will HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 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. (12) 10d NAILS (12) 10d NAILS U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. 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 1 l (R302.1 1) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 l l 1) INDICATED ON THE PLAN. ATTACH (ALT: 1,l TITEN HID @ 24" SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"xl O'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY", IMPSON SP1 wl (10) 1 Od NAILS SIMPSON SP1 w/ (10) 1 Od NAILS 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. U-101" (ALT: 1/2"x`12" TITEN HID @ 24" 2x PJ BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE OIL - INCLUDE THE WALL A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2' ATTACHMENTS /21- 31/2" MIN. 3 1/2" MI WWF OR FIBERMESH WWF OR FIBERMESH N. 6 x 6 W1.4 x W1.4 ELEV. 4-3 1/2",l V - A. F. F. '0 ILL 3 1/2"l M.1 I I 1/2"(min)-4" 2� -4- CN t. oo 00 3 1/2"(mil - li-T ff (2) #5 CONT 4" 4" 8" U.N.C. MIN. TYPICAL BEARING WALL (a) STEP (@ SHEARWALL �_ 4V "SHEAR WALL" 2x STUDS@ 16" O/C INSULATION PER FBC AND ENERGY SCALE: 3/4"=V-0" N 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) 1 Od NAILS @ EA. STUD 20" MIN. LAP [24" MIN. LAP] 2X PT PLATE #5 REINFORCING L_j BAR WEEP SCREED INSTALLED PER MFR INSTRUCTIONS "�'�#3 OR #4 REINFORCING BAR EF�ADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE F 60 [GRADE 60 MIN. Fy= 60l FINISH GRADE 25" MIN. LAP [30" MIN. LAP] 0? n'MME r R 17/8" _r;__,flZ4r= __-- #5 REINFORCING BAR 2� 05 1 APqP[ IC'F COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM RL-M - '''T' D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING lit SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3,l SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 1/2" FROM SLAB HOLD GYP. BD. 0 CONT. BEAD SEALANT 01-01, :3 < A 2X STUDS @ 24" O.C. U.N.O. INTERIOR 4. . I - 3 1/2" .4 . 11 . . I . A' GARAGE 1/2" GYPSUM WALLBOARD U.N.O. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB W1.4 x W1.4 0? E= WWF OR FIBE ci t RMESH � .. . _t;l -A zn! y I I Nm r T-I Z - 7 =Ll . Z! t--T =L1 F=__1_,UI tfflff I �=-I I F_ I FF=I 11 IFE-El I 6 Elr=-_ 11 1404gm BARRIER __Lj___ I LE I'M=, W�_Il PRI I: 14" 14" INTERIOR WALL SLAB STEP NON -BRIG. (��K SCALE: 3/4"=1'-0" S3 101, , �� , - � '--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE (2) #5 CO NT. 4 U.N.C. IN. TYPICAL BEARING WALL "STEP (U-) cc SCALE: 3/4"=V-0" S3 rc _C_ NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR < BOLTS 6" MAX FROM l LU END OF 2" x PLATE ILLJ 0 t - t), 7 A U-1 U) LU R 7 FROM LATE REBAR DETAILS F SCALE: N.T.S. EE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 1 Od NAILS TO TRUSS TOPCHORD FOR TRUSS AT 24" O.C. MAX. _-.1 CONNECTION INFO SEE PLAN FOR A _n i� �_ & LAYOUT DESIGN TOP OF BEAM 'll SEE ROOF PLAN =00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO ..-IS71 F_ _-.7. ZEJ COLUMN LOCATION 2,4 P T ATE 7116** O.S.B. 2X4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING �Lj 0 SCHEDULE = < > * SEE PLAN FOR STRUCTURAL Uj COLUMN SIZE AND BASE z5 LU LU CONNECTION INFO. U) SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x . . . wl 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z UARE CMU BLOCK BASE, co W 0 SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS *W _j L FILLED SOLID (SEE PLAN FOR uj W SIZE AND REINFORCEMENT) W (n BRICK PAVERS or SLAB PER Y-10" FIN. FLR.A COMMUNITY SPECS ---------- I I R Ta OTA I 10 Lan 51 (2) #5 CONT.-T -7:__1 jj�gji_l ON 3" CHAIRS V-4" (TYP.) 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 0'-1 (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 35l MIN. TENSION 260l �� __71 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 7 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=1'-0" �3 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH S.G.D. (U.N.O.) ).a 8" FOR REIN SEE A/S3/J/S6 F. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@ S.G.D rM SCALE: 3/4"=V-011 � �3 � MASONRYWALLAND PAD FOOTING L 1 8" MASONRY WAL EXTEND FILL CELLS C� TO FOUNDATION PAD E CONT. FOOTING STEEL MAT REINFORCING. Cl) ;0 LE GRADE 2 -U-11 LU z Uj P 0 Ill W 0 LU U) z < 00 0 11- "�-FOOTING BEYOND PAD REINFORCEMENT-/ 3" MI N. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL ("'�N SCALE: N.T.S. S3 C" C', co L-O> c __0 - I= - -z; <6 - g, C- -C3 1� I-- .5 3: c::1 In ca- ....... (7, '1 . Cz ZQ .. 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 Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W .4 cl: > E 0 - - 10 0. 0 �Q '0 5 0 C-1 .0 C 0 .01 C1.1 CD aw .6 s Re- '(L� 0 0 3 l Z, -r �, 3: 0 Z f'm Z) CU ow W W o r-- m c, v) z E M �O 0 UJ to . . 0 04 < C� 4-1 U 0 Ill V) C ---, M _ U) 0 - E 8 A 6 U Cl> g E rz 0 y z_92 I- A J, - z M '25 W C> A 9 C) !2 000 3: W il W 0 C.0 I L_ (D L_ l (10 U-) CL E 60 co Fn 00 C14 4_j 4- It Ict 04 0 LO c? in Lo -0 .0 N 00 CD 6 C4 l LO 6 E M C �j LO �E z C: E E CL 0 _j cts C1 a) JOB NO 23-05747-05752 SCALE AS NOTED SHEEr NO. S3 (MONO)