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<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL
<br />12
<br />(TYP.)
<br />I VARIES
<br />5/8" OR 1/2" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP, TYPE "X" @ GARAGE
<br />WIA HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C,
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />1x2 P.T. HORIZONTAL-)
<br />NAILER
<br />STD. 90-HOOK (SEE DETAIL
<br />V -2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'-0" (R302.1 1)
<br />-FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WEI (MIN.) @ GARAGE SIDE IF
<br />APPLICABLE.
<br />.PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O. 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C &
<br />2x P.T. PLATE -
<br />-HURRICANE ANCHOR @ EACH @ 6" M,�� FROM END OF 2 x PLATE
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<br />MOISTURE BARRIER
<br />-SHINGLE ROOF, SHINGLES TO A
<br />'115., 111'. 1 5�
<br />BE IN ACCORDANCE w/ ASTM E :;:-= -= _--
<br />1=1 I F�ffil
<br />D7158-CLASS G or H, or ASTM
<br />-CLASS F, IN
<br />D3161 I=,''LL I I /V � mIl 11 111
<br />IL 1-1 �� I I
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING El I
<br />CODE 7TH EDITION (2020)
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT ( GG
<br />ELEV. SEE TYP, WALL SECTION SCALE: 3/4"=V-0" "i (;.-I
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />,8"x8"X1 6" KNOCK -OUT
<br />BLOCK W1 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" C.M.U. TYPICAL
<br />TYPE 'IS" MORTAR
<br />-ARCHITECTURAL
<br />FINISH
<br />1x2 FIT WD FURRING @ 24" 11
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"x4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC.
<br />CV)
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W1 IXI
<br />/-NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESW
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />Z!
<br />z
<br />00
<br />Cw)
<br />6 MIL VAPOR'/
<br />BARRIER
<br />I>
<br />C14
<br />COMP. SOIL.
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />I I
<br />T11
<br />ASTM D 1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT.-/
<br />ON 3" CHAIRS TYP.
<br />1
<br />V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.C.
<br />4"
<br />V-8" (2 STORY)i
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />ii �A
<br />SCALE: 3/4" = V-T
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB--\
<br />14"
<br />PAVERS�
<br />O.H.D. RECESS
<br />A%
<br />LL
<br />4"
<br />50
<br />T
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1'�"
<br />(1 STORY)
<br />/ V-8" (1 STORY wl DEPRESSED SLAB OPT.)
<br />Vff'
<br />(2 STOR))
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />-IVA F
<br />-T/Ir-
<br />-IV/IF
<br />6:d- -- -R\ 7 -+5;d 6;�d- -, -4 -�- -6;d
<br />5/8"OR 1/2" HIGH STRENGTH -`-� \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ___z \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Yj'GYP. TYPE "X'@ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE CONNECTIONS. CONNECTIONS.
<br />8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE
<br />(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.
<br />1/2" CDX PLYWOOD OR 7116" O.S.B. (12) 10d NAILS
<br />SHEATHING REQ'D. FOR ALL ,--2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" 0. C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 U-1)" (R302.1 1)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN H D @ 24"
<br />SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x*10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/(10) 10d NAILS
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE
<br />2"'x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />CIO ELEV. 0'-0",i (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE
<br />A. F. F. "Aw O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL
<br />@ 24"O.C.) 211 ATTACHMENTS 2" 6 x 6 W1.4 x W1.4
<br />WF OR FIBERMESH WWF OR FIBERMESH
<br />ELEV. -0'-3 112",gF, 3 1/2" MIN. 3 1/2" MIN.
<br />F. F.
<br />A. 0
<br />2x4 CON
<br />T7�
<br />L LL
<br />4 1/2"(ni
<br />3 1
<br />C14
<br />00 00
<br />P7
<br />/2 min' - 4' 01 M' 3 1/2"(min.)
<br />1,( 7'
<br />GARAGE DEPTH VARIES (31
<br />LLI=, I I IL Uri .1 L L I
<br />JIF
<br />r
<br />3 1
<br />H mi� �f -III I
<br />(2) #5 CONT. 9T I :Ii M 1 8.1 (2) #5 CONT. 8"-
<br />4" V4"
<br />U.N.O. MIN. U.N.O� MIN.
<br />.GARAGE SLAB AT STEP �B TYPICAL BEARING WALL (o) STEP (cb SHEARWALL rc"""� TYPICAL BEARING WALL @ STEP rc C
<br />SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-1)" � S3 ) SCALE: 3/4"=V-0" 'i S3
<br />0-11
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2xS.P.F.ST DS 16"O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />.4
<br />A
<br />v
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />EXTERIOR WALL
<br />8" C M U
<br />-P.
<br />FORM SUBMITTED WITH PERMIT
<br />1 "x T' ST U D
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />rr
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDI NG
<br />111111)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />SEE CC/S3 OR
<br />C14
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />G/S3 FOR ANCHOR
<br />"J"
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />SIMPSON SP1 w/ (10)
<br />BOLTINFO.
<br />518"x6` BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />10d NAILS
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD
<br />2x P.T. PLATE
<br />WALL SEE GG/S3)
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />X
<br />*SIMPSON SP1
<br />(6) 1/4"x3 1/4" TAPCONS
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20- M I N. LAP [24" M I N. LAPI #5 REINFORCING
<br />X
<br />SPACE ANCHOR
<br />SPACED EVENLY
<br />FIBERMESH
<br />BAR
<br />/<
<br />BOLTS 6" MAX FROM
<br />w/ (10) 1 Od NAILS
<br />C\I
<br />2x PT PLATE
<br />WEEP SCREED INSTALLED
<br />><
<br />W
<br />I ATi
<br />END OF 2" x PLATE
<br />TYP.
<br />ASSUMED FINISHED
<br />�GRADE
<br />E . . . . . . .
<br />�:
<br />PER MFR INSTRUCTIONS
<br />""-#3 OR #4 REINFORCING BAR
<br />GRADE 40 MIN. i 40ksi
<br />#3 & #4 LAP SPLICE
<br />IrGRADE60
<br />X
<br />/
<br />X
<br />X
<br />uj
<br />0
<br />-j
<br />a-
<br />L I - I,
<br />MIN Fv=60ksil
<br />U)
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10--0" (R302.1 1)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 26011
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />Cl)
<br />a-
<br />;2� co '0 I>, FINISH GRADE 00 2 25" MIN. LAP (30" MIN. LAP] 1=1 Jill
<br />MONO OR STEMWALL
<br />X
<br />IIL"TT= LU
<br />FOOTING MONO SHOWN LU
<br />00 U)
<br />FOR CLARITY 6 MIL VAPOR BARRIEff A. R 17/8"
<br />H- X
<br />",ELL
<br />Iir- ---- #5 REINFORCING BAR
<br />T-
<br />;2�
<br />#5 LAP SPLICE
<br />0 U�
<br />NOTE: =E: I I Z�11 T W r�� 11�
<br />*FOR BEARING WALL COMP. SOIL. (COMPACTED TO
<br />95% MODIFIED PROCTOR ASTM
<br />W/ UPLIFT ONLY
<br />D1557)
<br />J�, L 1 411 V-411
<br />H
<br />FRAME WALL TO C.M.U. WALL CONNECTI 0 N TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4117-011
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"--,
<br />.4 41
<br />00
<br />1��j J[=:UjJ -=El
<br />#5 REBAR w/ OPT.
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE rL
<br />SCALE: 3/4"=V-0" Ii S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS
<br />Cl)
<br />A"
<br />co IHII
<br />0?
<br />I I I;;=W I= .4
<br />F=-1 I
<br />SEE A/S3 OR J/S6 LIE
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V4" (1 STC RY)
<br />V-8" (2 STC RY)
<br />GARAGE DOOk SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3
<br />ADDITIONAL INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01 -of, CONT. BEAD SEALANT
<br />A., INTERIOR 2X STU
<br />-3 1/2"
<br />A
<br />GARAC
<br />CONCRETE NAILS W 1112 1/2" GY
<br />EMBEDMENT @ 12" O.C. W/ DR
<br />I I
<br />PLATE TO CONCRETE ON FL
<br />(MIN. SHEAR 180# MIN. CONT,
<br />TENSION 120#) CONCRETE SLAB 6x6
<br /><d
<br />WWF C
<br />Cl) 6 MIL VAPOR
<br />BARRIER I]
<br />- -11 -1 - 11 -
<br />T11'
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE: 3/4"=V-0" "i �S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=V-1i
<br />SLAB INFORMATION.
<br />k4) ttU %�V I.. I
<br />36" M I N. LAP [36" M I N. LAP] ILL X /I ON 3" CHAIRS 8" V41 811
<br />I (TYP.)
<br />"-#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />REBAR DETAILS rF WALL w/ UPLIFT rG
<br />SCALE: N.T.S. SCALE: 3/4"=V-10" 1\,13�
<br />SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />1 Old NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFO 4
<br />SEE PLAN FOR
<br />TOP OF BEAM '9-/ & LAYOUT DESIGN ;j
<br />4 Trr
<br />SEE ROOF PLAN 00 A
<br />(2) HTS20 FOR STRUCTURAL E
<br />BEAM SIZE & 4
<br />CONNECTION INFO �j4
<br />g
<br />/-P2�,,4 TPi 2x4 #2 SYP P.T. FRAMING w/
<br />SEE A/S3/J/S6
<br />9 MIN 7/16" O.S.B. SHEATHING 8"
<br />B. z ATTACHED PER NAILING FOR REINF. INFO. I
<br />CO 0 SCHEDULE OPTION #1
<br />COLUMN LOCATION SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SEE PLAN FOR STRUCTURAL SLAB INFORMATION.
<br />COLUMN SIZE AND BASE
<br />Ei
<br />UJ
<br />U.1
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS (a) S.G.D. M
<br />SCALE: 3/4"=V-10"
<br />DS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 114"x3" TAPCONS
<br />MASONRYWALLAND
<br />E
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 181D1
<br />PSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />YWALL SCREWS @ 8"O.C,
<br />TO FOUNDATION PAD 9,!4
<br />0
<br />CONT. FOOTING STEEL
<br />OOR PLAN
<br />SIZE VARIES PER PLAN
<br />00
<br />GRADE
<br />BEAD SEALANT
<br />w/ MIN. (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />1.4 x W1.4
<br />LU
<br />LU
<br />SIZE AND REINFORCEMENT)
<br />z
<br />LU
<br />R FIBERMESH
<br />ULI
<br />(n
<br />1-- Uj
<br />ii Uj
<br />-
<br />0'-0" FIN. FL
<br />BRICK PAVERS or SLAB PER
<br />COMMUNITY SPECS
<br />Uj U) W
<br />=
<br />CD 0 C-)
<br />LL
<br />4
<br />-
<br />z
<br /><
<br />CC
<br /><
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<br />FOOTING
<br />1 11 -1 I F:�I i I
<br />BEYOND
<br />PAD REINFORCEMENT 3" MIN, CLEARANCE
<br />(SEE SCHEDULE)
<br />SEE FOUNDATION FOOTING WIDTH
<br />CONIC. PAD INFO, SEE SCHEDULE
<br />TAPERED COLUMN FRAMIN �C�D12 PATIO COLUMN FTG. DETAIL iii �N
<br />SCALE: 3/4" = V-0` SCALE: N.T.S. �3
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural
<br />plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential
<br />7th Edition. Engineers signature and seal is only for
<br />the structural
<br />engineering portions of the drawing pages bearing
<br />Engineer's
<br />signature and seal.
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<br />JOB
<br />NO:
<br />22-12364
<br />SCALE :
<br />AS NOTED_
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|