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<br />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
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR 5/" GYP. TYPE @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS.
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />2x BLOCKING HORIZONTALLY@ (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.
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O.
<br />@16" O.C. W/ (2) 1U-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />FOR UNDERLAYMENT 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB ( MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24"
<br />? SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />PRE ENGINEERED WOOD APPLICABLE. �, 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24 O.C.
<br />3/8" MORTAR BETWEEN AND @ 12" O.C.TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .c EDGES, .C. SLAB & BLOCK @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT SIMPSON SP1 w/ (10) 10d NAILS SIMPSON SP1 wl (10) 10d NAILS
<br />ROOF FLASHING AND ROOF FLASHING @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE
<br />COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.471 1 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)`o ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE
<br />11111-1
<br />7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A F. F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL
<br />D ° i' x6W1.4xW1.4 6x6W1.4xW1.4
<br />SHINGLE ROOF, SHINGLES TO a ° /Piffil
<br />@ 24" O.C.) 2WWF OR FIBERMESH ATTA MENTS WWF OR FIBERMESH
<br />CH 2"BE IN ACCORDANCE w/ ASTM -IIII I II I I=I m I II II �I (I= z31/2" MIN. 31/2" MIN. I 11='-ELEV. o 31/2' D7158-CLASS G or H, or ASTM=1 I=1 I=III=1 0 II=III-I 1=1 o
<br />I L I I I I iI A.F.F. D3161-CLASS F, IN ' I— — = ° I 2x4 CONT. U _ m=
<br />12 ACCORDANCE w/ TABLE I' I=1 11=I I �I I I=I I I=I I I=1 I I=III=III=I I 1=III o ° �I 1=��-III—I 31/2' (min.)44r" — I =IT�I 1/2' (min.)- 4
<br />I 4, ' �' N - D ° � III —I I Ir 1- � D °
<br />(TYP. R905.2.6.1, FLORIDA BUILDING -I I III —III —III —III I I F=111 11=I I I 1° = - ° •' _— I —I I —I I-
<br />_ _
<br />VARIES -1 I �� II I III lII II II I III i lI II i III I I= I I " GARAGE DEPTH VARIES ' 31/2"(min. - 4" ( — w 31/2"(min.) - 4" - y — I
<br />CODE 7TH EDITION (2020) I
<br />8„ - — _ =T
<br />RESIDENTIAL [ I = TI 111=Ti l=III=III III -TIT I' I I I �_ I —I I=Tf=I I I (f=-1TI
<br />ROOF SHEATHING - SEE V �_ =1 I IT�TI�TTi I I -III= I I Lr 1=III—I I =III— —III=
<br />INSULATION LE (2) #5 CONT, (2) #5 CONT.
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING 4" 1-4" 8" 4"
<br />FRAMING SHEET FOR U.N.O. MIN. U.N.O. MIN.
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT (GG� GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 - „ „
<br />_ SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3
<br />5/8" OR 1/2" HIGH ALUMINUM DRIP
<br />STRENGTH' CEILING EDGE �\NU°os
<br />BOARD PER CODE (OR 5/8" ALUMINUM FASCIA c°N
<br />GYP. TYPE X @ GARAGE o5�
<br />W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />SCREWS @ 7" O.C. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />SOFFIT SHEET SS SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" 0!C M��s
<br />CEILING & 8" O.C. WALLS 2x STUD @ °
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY
<br />8"x8"X16" KNOCK -OUT \ @
<br />INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING
<br />CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11)
<br />PLAN INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />1x2 P.T. HORIZONTAL #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION
<br />SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE
<br />NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE.
<br />5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W! 2"°X 3/16" 10d NAILS
<br />BOLT INFO. 3RD LAYER 1/8" THICK. K.O. BLOCK
<br />STD. 90-HOOK (SEE DETAIL) PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 "
<br />TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR
<br />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
<br />6 1/4"x3 1/4" TAPCONS 3500#, MIN. TENSION 2600#)
<br />() 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR
<br />*SIMPSON SP1 SPACED EVENLY FIBERMESH BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4
<br />ARCHITECTURAL w/ (10) 10d NAILS T 2x P.T. PLATE WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH
<br />1x2 PT WD FURRING 24" O.C. FINISH TYP. ci PER MFR INSTRUCTIONS
<br />@ ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 D ° p. .
<br />1/2" GYPSUM WALLBOARD GRADE `, D D . D ° D _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi ° D o
<br />FINISH GRADE °O co
<br />[GRADE 60 MIN. Fy= 60ksi] a =III=1 I I—� I I —I I =1 I I —I 11-
<br />1 #5 VERT. IN FILL Z c7 — — — D. 25" MIN. LAP 30" MIN. LAP — D
<br />U.N.O. O MONO OR STEMWALL _ �. [ ] g I —II' I I TI I —III —
<br />CELLS (SEE FOOTING MONO SHOWN=I I T- I - W
<br />00 LU
<br />FOUNDATION PLAN FOR CLARITY _ 6 MIL VAPOR BARRIER III D ° I I= 1 I=I I I= -
<br />-T °. III R 1 7/8"
<br />FOR LOCATIONS) _' I h� I III = L=1) �, N z T #5 REINFORCING BAR _I I
<br />1x4 P.T. BASE NAILER �� III �I �� !' �= z III D I I=I I T� T� rLL
<br />— I III —I I -
<br />I — l,l, — #5 LAP SPLICE
<br />4'x4' INSPECTION I> �� �- i i I � I I � • � Ti�=I � -I� .[ 2 #5 CONT.-
<br />3 1/4" BASEBOARD PORT AT EACH NOTE: ` _' -- �+ COMP. SOIL. (COMPACTED TO II I D ° . =TI=TI� III=� I I 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1' 4" 8"
<br />FOR BEARING WALL (�,P )
<br />FILLED CELL TYPICAL -- r 95%MODIFIED PROCTOR ASTM ' I= I I= T7=III= I I=T� �I i ~ 10"
<br />W/ UPLIFT ONLY _ __'
<br />MIN. 2500 PSI CONC. SLAB _- 1 _ r - T T�----III T
<br />M AT GARAGE CONTRACTOR I— D1557),—r-
<br />MUNICIPALITY. _I
<br />CURB DUE TO SLOPE - --I _ 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />IN MAY VARY PER I
<br />—I;1 -li
<br />TO CUT BLOCK OR POUR ,' 11 .- ' I- � � ! I' _ � � L. „I- _III- i l_-� I �
<br />_#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />CONCRETE WWF LAB W1
<br />DECO FINISH
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD'�� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT rG
<br />W1.4XW1.4 WWF OR =
<br />"FIBERMESH" BELOW GRADE to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION. SLAB INFORMATION. S3
<br />`� I °D z VARIES
<br />L [ �� 6x6W1.4xW1.4 11/2"RECESS FOR 6x6W1.4xW1.4
<br />D 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH
<br />6 MIL VAPOR I � D I I (= I — - _z - „ SEE ROOF PLAN S.G.D. (U.N.O.)
<br />I f III= min.) 4 10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />BARRIER D , D 4 III a A AT 24" O.C. MAX. _ °
<br />_ e - CONNECTION INFO —�
<br />COMP. SOIL. —I I ° I I r _ — — — — — a } GRADE — — SEE PLAN FOR & LAYOUT DESIGN M —
<br />T _ — — — — — — TOP OF BEAM - -
<br />COMPACTED TO 95% - _ _ _ — _ ——"'—"'—"'—"'—' a a Q rr—r —,
<br />( —I TT==T7=I I I —
<br />MODIFIEDPROCTOR III I I I 1=TI[= I III - _ _ _ _ -(1) #5 REBAR w/ OPT. — — ° -�
<br />SEE ROOF PLAN — a: a s a T
<br />III=III,mim,
<br />= I I= I I=III= I I-SC��EEN ENCLOSURE (2) HTS20 FOR STRUCTURAL r _ a �I III,;,-� ;
<br />ASTM D1557) —, I I I I I III —III III I l I- '
<br />3" MIN. CLR. i I- I I— I- i I- '' BEAM SIZE & r I I I °' a
<br />(2) #5 REBAR CONT. CONNECTION INFO M - I a
<br />4 Imo-,
<br />1'-4" (1 STORY) STD. 90 HOOK SEE l I
<br />ON 3" CHAIRS TYP. 1'-8" 2 STORY ( MIN.
<br />2x4 P.T. I I 2x4 #2 SYP P.T. FRAMING wl
<br />U.N.O. 4„ ) DETAIL) SEE A/S3/J/S6 -�
<br />7/16"
<br />MIN 7/16" O.S.B. SHEATHING
<br />TYPICAL WALL SECTION KA TYPICAL THICKENED SLAB EDGE rL °SB' z ATTACHED PER NAILING FOR REINF. INFO.
<br />SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 �a,E " w SCHEDULE OPTION #1
<br />Q SEE TYP. WALL SECTION FOR ADDITIONAL
<br />1/2" GYP. BD. COLUMNLOCATIONQ >
<br />w SEE PLAN FOR STRUCTURAL
<br />P.T. 2x > � SLAB INFORMATION.
<br />HOLD GYP. BD. _� w COLUMN SIZE AND BASE
<br />1/2" FROM SLAB o LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm,�
<br />2
<br />OPT: DEPRESS SLAB 5 Y" „ _ CONT. BEAD SEALANT S3
<br />DEEP AND 6" BEYOND -�><j Q SCALE: 3/4'=V-0'
<br />DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND .: ° .' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE
<br />PAVERS / DRIVEWAY EXPANSION JOINT a SEE DETAIL 16lD1 FOR w/ 1/4"x3" TAPCONS
<br />° 31/2 COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND
<br />CONCRETE SLAB 14' 13" ° GARAGE ATTACHMENTS & 18/D1 PAD FOOTING
<br />PAVERS O.H.D. RECESS z O.H.D. RECESS _
<br />1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN
<br />8" MASONRY WALL
<br />CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c -
<br />EMBEDMENT @ 12" O.C. TO FOUNDATION PAD
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART z0 SQUARE CMU BLOCK BASE, MAT REINFORCING. r '
<br />'' Q. * PLATE TO CONCRETE ON FLOOR PLAN _w SIZE VARIES PER PLAN CONT. FOOTING STEEL m
<br />—III TI f—i11=1RITTI I I�TI- —' I I =I —) I Ir—�i ' ; — III= I �r I I MIN. SHEAR 180#MIN. CONT. BEAD SEALANT Q ( oo Z GRADE
<br />-T _IIw w/ MIN 2 #5 ERTICALS
<br />( ) V I' °o TENSION 120#) CONCRETE SLAB E _ FILLED SOLID (SEE PLAN FOR
<br />_ -f �. 6 x 6 W1.4 x W1.4 N „� SIZE AND REINFORCEMENT) c� _ �•
<br />7 I I I_I I — I k �- I —I I I —I I:' I' 4 I I-
<br />�TI=III '.. I I I=I III=III _—I - WWF OR FIBERMESH can w L Z =L I —I Il -III—I I I —III- _ _ _ _ A O w LU
<br />v�
<br />,IF '� �, I 1=71= (— =III=I _ _ _ 0' 0"FIN BRICK PAVERS or SLAB PER p o °•
<br />F a. U - -� c7 Z
<br />. I co6 MIL VAPOR = = _ = _ L = _ _ _ _ - . FLR COMMUNITY SPECS "'
<br />j� jlj�j - l �- �I
<br />SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 -I I III —I I— I I III= BARRIER _ I I 'III —I I —I I �—I 11=IT T III Tl I I IT = FOOTING v
<br />FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. I I I I t3"MIN. CLEARANCE r - BEYOND
<br />=III TTf T)I III ; ,, _.... PAD REINFORCEMENT
<br />1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) �—III—III— I I—� :; '::'•;.: ' 3" MIN. CLEARANCE
<br />1' 8" (2 STOR) 1'-8" 2 ST RY „ „ �.• S ti :, SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH
<br />( ) 4 4 .+... • ,�• CONC. PAD INFO.
<br />SEE SCHEDULE
<br />GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N
<br />SCALE: 3/4"=V-0" SCALE: N4"= V-0"
<br />SEE P. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 S3 SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION. ADDITIONAL INFORMATION.
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<br />drawings comply with the 2020
<br />Florida Building Code -
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<br />7th Edition. Engineer's signature and seal Is only for
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<br />SCALE :
<br />AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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