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L0 L0 2 L0 LO V4 LO 5r =0 LID X I E V E 0 LZ CS CL U 0 U 2i L S 5/8"OR 1/2" HIGH STRENGTH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH \—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %' GYP. TYPE 7' @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U. N.O.) (OR %j'GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (12) 10d NAILS 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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. @16" 0. C. W/ (2) 10'-0" (R302.1 1) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"*x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0- (R302,1 1) REQUIREMENTS SEE R905.1.1 112" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN HD @ 24" APPLICABLE. SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 4" 0 C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) PRE ENGINEERED WOOD RTAR BETWEEN EDG'ES, AND @ 12" O.C. @ FIELD TRUSS @ 24" O.C. U.N.O. 1/4" DIA, X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE SIMPSON SP1 w/ (10) 1 Od NAILS HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" x W1.4 2-4/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND COMPONENTS TO BE IN ACCORDANCE 6 x 6 WIA ELEV. 0'-0" 2x P. REINFORCEMENT AND WILL NOT METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH (ALT: 1/2"x`12" TITEN HD @ 24" T. BOTTOM PLATE 2x P.T. BOTTOM PLATE w/ R903.2, FLORIDA BUILDING CODE v OL O.C. OR 518"x10'WEDGE ANCHOR INCLUDE THE WALL 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F.'�F A x 6 W1.4 x W1.4 / 6 x 6 W1.4 x W1.4 SHINGLE ROOF, SHINGLES TO as A t . I @ 24" O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 21 WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM 9 z 3 1/2" M IN. 3 1/2" M IN. D7158-CLASS G or H, or ASTM -AIr I ELEV. 4-3 1/2" V - : D3161-CLASS F, IN 2x4 CONT7—// A.F.F. t> 1� I . 4" 12 ACCORDANCE w/ TABLE tv C:p 1/2"(min.)- 411 1/2"(min.) C14 2 TYP V R905.2.6.1, FLORIDA BUILDING 17 1 1 ;0 1 ;0 !7P.) ARIES CODE 7TH EDITION (2020) GARAGE DEPTH VARIES 3 1/2"(min.). - 4:'..= 3 1 "(rnin-), 7 4' ROOF SHEATHING - SEE T� RESIDENTIAL L (2) #5 CON�� (2) #5 CONT. 8-1 LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING 1 4" U.N.O. MIN. SHEATHING AND FASTENERS U.N.O. MIN. TYPICAL BEARING WALL @ STEP FRAMING SHEET FOR WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP rB TYPICAL BEARING WALL 0 STEP 0 SHEARWALL rc ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" � �3 SCALE: 3/4"=1'-0" �3 "SHEAR WALL" SCALE: 3/4"=V-0" �3 SCALE: 3/4"=1 -01' 5/8" OR 1/2" HIGH I ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X" @ GARAGE 1/2" OR 7/16"OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EESTRUCTURAL 2x S.P.F. STUDS 1 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7 O.C. SOFFIT SHEET SS A - CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOADBEARINGOR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ INSULATION PER 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING BLOCK W/ 1#5 CONT. 2x BLOCKING HORIZONTALLY@ APPLICATION 10-4' (R302.1 1) CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD SEE SECTION C/S3 FOR PLAN INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL SEE CC/S3 OR #5 VERT. IN FILLED CELL 10-4- (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) /--1/2" GYP. WB (MIN.) @ GARAGE NAILER G/S3 FOR ANCHOR 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"X 3/16" METAL LATH. FIRST 2 LAYERS 318"THICK EACH. 10d NAILS SIDE IF APPLICABLE. STD. 90-HOOK (SEE DETAIL) BOLTINFO. 5/8"411 "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/1"DIA, EXPANSION BOLT @24 TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR WALL SEE GG/S3) 5/8"x6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 20" MIN. LAP [24- MIN. LAP] x SPACEANCHOR 3500#, MIN. TENSION 2600#) ARCHITECTURAL (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING 1< _j x — FINISH *SIMPSON SP1 SPACED EVENLY FIBERMESH 1A BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 Q r-: C"! W w/ (10) 1 Od NAILS 11 ----2x P.T. PLATE WEEP SCREED INSTALLED X END OF 2" x PLATE WWF OR FIBERMESH TYP. PER MFR INSTRUCTIONS W "�"—#3 OR #4 REINFORCING BAR 1x2 PTWD FURRING@ 24" O.C.—/ 7 �ASSUMED FINISHED R A .. .. N j I-0, �1 I , I)— Ii ; GRADE . . .. 0. 2� #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 0- 1/2" GYPSUM WALLBOARD---' FINISH GRADE 60 2 [GRADE 60 MIN. Fy-- 60ksi] /< co o- (1) #5 VERT. IN FILL MONO OR STEMWj.__ Cn j 25- MIN. LAP [30" MIN. LAP] �/ 5 U.N.O. 11 W CELLS(SEE FOOTING MONO SHOWN ;1QQc; LU FOUNDATION PLAN ;0 6 MIL VAPOR BARRIER t> —N, g1l AIA R 17/8" Cn FOR CLARITY #5 REINFORCING BAR FOR LOCATIONS) 1x4 P.T. BASE NAILER #5 LAP SPLICE (2) #5 CONT 4"x4" INSPECTION NOTE: 36- MIN. LAP [36- MIN. LAP] ON 3" CHAIR 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL COMP. SOIL. (COMPACTED TO 10" (TYP.) 8" 95% MODIFIED PROCTOR ASTM FILLED CELL TYPICAL W/ UPLIFT ONLY T1,11 MIN. 2500 PSI CONC. SLAB cn AT GARAGE CONTRACTOR D1557) IMEMP ---#6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR 4t' 11-41f MUNICIPALITY. CURB DUE TO SLOPE #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD�� TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS rF WALL w/ UPLIFT W1.4XW1.4 WWF OR DECO FINISH 4" to 6" SCALE: 3/4"=V-0" SCALE: N.T.S. "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE 1,_., �3 �3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 b 6 x 6 W1.4 x W1.4 EE PLAN x W1.4 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR--' .2� min.) 4"--\ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER 2 AT 24" O.C. MAX. CONNECTION INFO A 4 o A. A GRADE SEE PLAN FOR cly .rwr C I 91E. �� . —T_ T__- I - COMP. SOIL. 00 TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN q A (COMPACTED TO 5% (1) #5 REBAR w/ OPT. Cn MODIFIED PROCT �R��NCLOSURE (2) HTS20 FOR STRUCTURAL ASTM D1 557) BEAM SIZE & T' MIN. CLR. CONNECTION INFO (2) #5 REBAR CONT.--/ 1'-4" (1 STORY) STD. 90 NOOK (SEE ON 3" CHAIRS TYP. MIN. Lt —L. -8" (2 STORY) /_,2x4 TPET. 2x4 #2 SYP P.T. FRAMING w/ 4" 1' DETAIL) LA U.N.O. lo 1111,6 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 WTI E8" a B z ATTACHED PER NAILING FOR REINF. INFO. F --I TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL Cn 0 SCHEDULE OPTION #1 LU SCALE: 3/4 < SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4" V-0" ',,. �3 COLUMN LOCATION SEE PLAN FOR STRUCTURAL SLAB INFORMATION. �. �3 P.T. 2x 1/2H GYP. BD. I ::i LU COLUMN SIZE AND BASE HOLD GYP. BD. W 1/2" FROM SLAB III CONNECTION INFO. SLAB STEP & RECESS (cb S.G.D. rM 0 CONT. BEAD SEALANT SCALE: 3/4"=V-011 OPT: DEPRESS SLAB 5 Y2" �m DEEP AND 6" BEYOND - —2XS TUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND INTERIOR SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS MASONRY WALL AND -3 1/2" AT 8" O.C. PAVERS / DRIVEWAY 4'. COLUMN TO PORCH SILL PAD FOOTING CONCRETE SLAB 1411 O.H.D. RECESS 13" GARAGE ATTACHMENTS & 18/D1 O.H.D. RECHS FOR COLUMN TO BEAM —TRIM PER PLAN 8"MASONRY AVERS CONCRETE NAILS W 11/2 1/2" GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. WALL EMBEDMENT @ 12" O.C. TO FOUNDATION PAD -E!6 z MAT REINFORCING. A STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL 0 SIZE VARIES PER PLAN PLATE TO CONCRETE Cl) ON FLOOR PLAN lot (MIN. SHEAR 180# MIN. CONT. BEAD SEA 00 FILL 4" TENSION 120#) CONCRET LAB-,,., 0? 4 0? — LU _4" t - 0, - P %AM A 1.4 SIZE AND REINFORCEMENT) XZ Fn LU z WWF OR FIBERMESH 1.1.1 0 LU Lu z LL, E- 8 fq Ks-� BRICK PAVERS or SLAB PER Cn 6 MIL VAPOR 0'-0" FIN. FLR.A MMUNITY SPECS "--FOOTING BARRIER BEYOND FOR REINF. INFO. —.3" MIN, CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE PAD REINFORCEMEN N.CLEARANCE SEE AIS3 OR J/S6 SEE A/S3 OR J/S6 _:�4 1-r-r-1 r1r /=C'O 1'4" (1 STOR") V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) INFO. (SEE SCHEDULE) FOUNDATION FOOTING WIDTH 11 8- (2 STOR RY) 411 411 C. PAD Z 1j, N A15t ( I 1=A11 (31/ (min.) 4"..- 04- 00 'OR DN FR " OM T E 7AR R I IR TED To SEE SCHEDULE NON-BRG. CD1 I L rN GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP K"K ____DCOLUMNFRA INGr PATIO COLUMN FTG. DETA SEE TYP. WALL SECTION FOR SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. �, �3 SCALE: 3/4"=V-0" SCALE: 314- I'V SCALE: N.T.S. ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 1\-E� C%j D C= C= 5 CC C= M cc z, -v Owl -0. Cz on, C 4— P. .......... To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings oDmply 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 Engineer's signature and seal, W W 00 W R Ch 5? Lo 0 C? 0 C�13 r-- I uj LL LL CL Ulu 13 0 = -g ;; a. 52 3 2 0 a S R WW C� Z C'i 2 < 00 z W 0 0 7Z E3 CD Q) 4_j — ru �2 C) U — 0 L.0 U'll V) ro U ad= Will c) C=> E E 0 '0 C, 8 E CAD t 0 �0 C/> 3: M 0 zi 0 .2 1211 L0 LO co LO 0 LO W 0 N ca 14) LO < C/) 0 (n M M co .0 FL 0 04 C14 V) 0 z E LD 5 M a. 0 a _j d) _j JOB NO: 23-00525 SCALE : AS NOTED SHEET NO. S3 (MONO)