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3 L0 WE .a 0 CID to 0 I N LO LO ID cn Q CD O a J 4- 0 L0 0 c 3 N N In. E H y Q S L O c Jy N U v 0 vl 0 V N cz 0 O N N rc� 0 Q V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" 0.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. d TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" 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 6111 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 ° a SHINGLE ROOF, SHINGLES TO ".6 BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTMI IIIIII=ID3161-CLASS F, IN ' I—) I I I I —I — — 12 ACCORDANCE w/ TABLE ' I I =I I I=I � �I I 11 I I= 11 11=11 -Z (TYP.) ARIES R905.2.6.1,FLORIDABUILDING =I� III=II�I11�1 III=I1 III —II" V$ 11 III I II I I II II �,I 11=1 CODE 7TH EDITION (2020) u -11 RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G FI FV VARIF,AA-'N SEE TYP. WALL SECTION SCALE 3/4"=1'-0" 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL"—SEE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS INSULATION PER 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE 'IS" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C. FINISH 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 PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER VittTO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR = "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE L D r M't ° y ° I °° o 6 MIL VAPOR I D I I— - z - BARRIER —II I ,r = _II •a 11_l COMP. SOIL. ° (COMPACTED TO 95% R TTII I I T I II MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK (SEE OU.N O CHAIRS TYP. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A 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" PAVERS O.H.D. RECESS �. z �rl I I 1 1 I f't • - .T . 4. 4" 00 SEE A/S3 OR J/S6 t t ,I I I SIT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 112" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF FEA SS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS CKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %"GYP. TYPE O @ H END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. NECTIONS. 8"x$"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS .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"0x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" 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/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/212" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE n A.F.F. 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 n �r @ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH ? �31/2" MIN. �31/2" MIN. a d � o ° a ELEV.-0'-31/2" . 2x4 CONT. d A.F.F. O- n ` am= -1/2"(min.)-4" •r1/2"(min.)-4r 1. 00 c.—r�:4GARAGE DEPTH VARIES fi321/(min 4 T'—Tf,T.1T = — TI ( 11�1 III- I I I —fL� (2) #5 CONT. 4 rT�1 1-4 1 i I—rr (2) #5 CONT. 4 "t— �,I I f—I I > �r8, 8 GARAGE SLAB AT STEP B U.N.O.AMIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL STEP SHEARWALLrc @ _ rcC SCALE: 3/4"=V-0" �S3� SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4 1 0 S3 SECU�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs �O 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C o M�NN�o a LOAD BEARING OR INSULATION PER FBC AND ENERGY \ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR "J" "' " " � � o 5/$ 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 NOOK DETAIL SIMPSON SP1 w/ 10 ( ) SIDE 1F APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT 24 " @ (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) w/ (10)10d NAILS iv S SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM ^ 6 x 6 W1.4 x W1.4 N _ ' TYP.`- 2x P.T. PLATE PER MFR INSTRUCTIONS w o END OF 2" x PLATE WWF OR FIBERMESH M e► ASSUMED FINISHED E #3 OR #4 REINFORCING BAR __ P ° GRADE - N _ D e} ° Z #3 & #Q LAP SPLICE GRADE 40 MIN. F - 40ksi a MONO OR STEMWALL ? ° D M — — — D D' _ FINISH GRADE °O 25" MIN. LAP (30"MIN. LAP] GRADE 60 MIN. Fy- 60ksi ( y ] o T�I-�TI=� m D ° o 9 - FOOTING MONO SHOWN yV - °O I— _ - LL' w -rf T=1(I I = ° e T— FOR CLARITY _ _ — 6 MIL VAPOR BARRIER —III 11=1 I I D ° .' ° I—I1113, I— I —_ _ - T #5 REINFORCING BAR #5 LAP SPLICE R 1 7/8 — — — TfTI— _ — J NOTE: • , — — *FOR BEARING WALL c III! I r COMP. SOIL. (COMPACTED TO =il - 95% MODIFIED PROCTOR ASTM T1 I I=1T�Ti— rl—I I" W/ UPLIFT ONLY _ _ T T�`,1—I ICI T�f �' D1557) •rrr � , TrT II-l�ill�llli= !ll it i111� Ili III!�illl -III-III—IIL I�f ��iil 4" V4" FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1`4' SLAB INFORMATION. SLAB INFORMATION. 6x6ItxW1.4 31/2" WWF OR FIBERMESH min.) 4" • ° ' � ' ' � GRADE co I _ _ __ __ _ a • — — — — IEF. -III _ _ -(1) #5 REBAR w/ OPT. ' I —III —I 11=1 ..I_SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" 2 O.H.D. RECESS 00 `" I �I � �•.' ." III=_I I � I I d . - ;'. I��fjlll •�: I�I 1 I ••�:= SEE A/S3 OR J/S6 ��IIIII111�I�I Illt�r FOR REINF. INFO. 3" MIN, CLEARANCE 1'-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P T 2x 112" GYP. BD. (2) #5 CONT. — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x CONNECTION INFO N ° SEE PLAN FOR & LAYOUT DESIGN ' —� TOP OF BEAM .Q (2) HTS20 SEE ROOF PLAN FOR STRUCTURALTTIT,=, — — -- —° a; ' ° ; ,jIT�T� ° BEAM SIZE & CONNECTION INFO t 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Tr r�r l 81' z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w `t SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION 2.; HOLD GYP. BD. w COLUMN SIZE AND BASE rM 1/2" FROM SLAB o Uj CONNECTION INFO. SLAB STEP & RECESS S.G.D. CD CONT, BEAD SEALANT SCALE: 3/4"=V-0" S3 • A •': INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE a'. " •A -3 1/2" SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS MASONRY WALL AND . ° •, ' GARAGE ATTACHMENTS & 18/D1 AT 8 O.C. PAD FOOTING CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD - STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN a� (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT - ¢ > W w/ MIN. (2) #5 VERTICALS 0o z GRADE a TENSION 120#) CONCRETE SLAB > FILLED SOLID (SEE PLAN FOR — - 6 x 6 W1.4 x W1.4 c� w SIZE AND REINFORCEMENT ) C7LU 11i- d a • I' I ! m T WWF OR FIBERMESH w o — ! I, ! ! 1 ==III v !=III ct. ° ' BRICK PAVERS or SLAB PER W Cn LiJ 00 _ • • °! -! — Z _ - z a II I I= I 1-1 1— — M 6 MIL VAPOR = — I= 0'-0" FIN. FLR.� COMMUNITY SPECS " !_ ! ! —., li lI = ! _I —=_---'_ w FOOTING c — — — _ — — — — — 1= i i • CLEARANCE I�Wl I I I WOU 11 DAT 10 N (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. RIF SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.r COLUMN• COLUMNDETAIL . cz'I-- oL . © r %y d N N L 10 � .a! •> CL) N £1 G o, S CIA ®� IRf' c Lrs o a ,�� M s :✓' F'L, a t.. j t a '�.�.✓,� �J •D.°•exee.a°'� �� °ram To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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. IW- o Q M N Wt� o =1 aN1 C04 C • 5 o? rn rn�ra -1 C t Q C LL -j U 0 ,n W o- Z m c°' � O y W0�°'°' m z M Z Q J N O U U ❑ I] M z N z co z o J N M V) z a � o +-J Ua OLLJ a N U W J '- - E m i $ U o d • ®Q C N 0 o W Mw M g z LLN z�j�8 W>z°p�r� IT � 000 gOp U �a " O E az a z hE L 6p Wory�®a m� �to - c mU Oz ZF Z (/J a� J m < w �Z f� < oa Qo a 3 w § a �w W oLL 3 ��1: O C.0 ui¢ z¢ a °O = L0 `O a 0 L- H O � 0 M Ile'' O ^�Y v! m m QI 0 o O r N 1T 0') LO M r LO T E c_ o Z N z E I— In In ro a • • U == Q p JOB NO: 22-06460 SCALE : AS NOTED SHEET NO. S3 (MONO)