|
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') VARIES
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2) 10'-0" 11)
<br />1 F;ri TnFNAII S T R R
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 I r I , 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />.PRE ENGINEERED WOOD APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />-HURRICANE ANCHOR @ EACH @ 6" MAX 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 N
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl)
<br />MOISTURE BARRIER
<br />-SHINGLE ROOF, SHINGLES TO _ a °
<br />FV
<br />BE IN ACCORDANCE w/ ASTM —III=1 11=1 I I=1 m I i-III=III=1 11= o
<br />'-III—III—I I I ° I I I I L—III=I I I=1 ;—
<br />D7158-CLASS G or H, or ASTM I I=1 I —I I—III=C ; • I —I I ��-
<br />D3161-CLASS F, IN — I-U
<br />ACCORDANCE w/ TABLE III=1 I—III=III=III=III=III=1 I —III —I
<br />R905.2.6.1, FLORIDA BUILDING I =I I I G=III=1 I=I I I I I —I I I=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
<br />ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />5/8" OR 1/2" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />W/A HABITABLE ROOM
<br />12" .N.O. 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X16" KNOCK -OUT
<br />INSULATION PER
<br />BLOCK W/ 1#5 CONT.
<br />CHART ON FLOOR
<br />FILLED SOLID W/GROUT
<br />PLAN
<br />1x2 P.T. HORIZONTAL
<br />NAILER
<br />8" C.M.U. TYPICAL
<br />STD. 90-HOOK (SEE DETAIL)
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O.C.
<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 CONIC. SLAB
<br />M
<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 W/ I
<br />a
<br />NOTE: EXTEND
<br />W1.4XW1.4 WWF OR
<br />=
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />r
<br />CIO
<br />6 MIL VAPOR
<br />I I
<br />°
<br />I — = z
<br />00
<br />-
<br />BARRIER
<br />II I
<br />f D
<br />, 4
<br />I111
<br />_
<br />I
<br />D
<br />11
<br />`\'
<br />COMP. SOIL.
<br />�I
<br />(COMPACTED TO 95%
<br />T I
<br />i1111
<br />1
<br />MODIFIED PROCTOR
<br />I
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />ON #5 REBAR CONT.
<br />CHAIRS TYP.
<br />1'4' (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O.O
<br />4„
<br />V-8" (2 STORY)
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION
<br />q
<br />SCALE: 3/4" = 1'-0"
<br />I S3
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS
<br />LOAD BEARING OR --
<br />EXTERIOR WALL
<br />SEE CC/S3 OR —�
<br />G/S3 FOR ANCHOR
<br />BOLT INFO.
<br />(IF NO UP LIFT ON
<br />WALL SEE GG/S3)
<br />*SIMPSON SP1
<br />w/ (10)10d NAILS —�
<br />TYP.
<br />MONO OR STEMWALL—
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />GG
<br />S3
<br />5/8"OR 1/2" HIGH STRENGTH -�
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) /7
<br />S.P.F. DOUBLE
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12)10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"° x 111 "J" BOLT @ 24" 0'C, W/
<br />r 2"°x3/16" PLATE WASHER (TYP.)
<br />ELEV. 0'-0" Ai (ALT: 1/2"x12" TITEN HD @ 24"
<br />h
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR h� ° @ 24" QC.) 2"
<br />= ° ° ELEV. 4-3 1/2"
<br />�3 1/2"MIN.
<br />a u e a
<br />A.F.F. S
<br />2x4 CONT./,` LL b
<br />°
<br />I I
<br />71
<br />�r
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH —
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(U.N.O.) (OR / GYP. TYPE X @
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />CONNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />(12)10d NAILS
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />NOT EXCEEDING 1V-0" 11)
<br />2"°x3/16" PLATE WASHER (TYP.) -
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.)
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />"SIMILAR AT FOUNDATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT
<br />6 x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />WWF OR FIBERMESH
<br />ATTACHMENTS
<br />�3 1/2" MIN. /
<br />GARAGE DEPTH VARIES 31/2"(min. - 4" 1=1 I I — 11 I 111=111-
<br />_ —III—II III.
<br />1 °, I I I I 1 1 (�111CIT_I I �I I I iii�� T
<br />I I
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />2x S.P.F. STUDS @ 16" O.C.
<br />2x STUD
<br />8" C.M.U.
<br />1"x P.T. STUD
<br />#5 VERT. IN FILLED CELL
<br />N
<br />5/8"4" "J" BOLTS BOLT
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />(6)1/4"x31/4" TAPCONS
<br />SPACED EVENLY
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />GRADE
<br />� J
<br />00
<br />L�
<br />II it III z
<br />HEM =i1'
<br />III 1 i i I" (-
<br />NOTE:
<br />*FOR BEARING WALL � � I- � I I I l 11 = r
<br />W/ UPLIFT ONLY
<br />1'
<br />it _
<br />I= III I Ili II- I I I I=III !I —I
<br />I _ 111-
<br />1
<br />ALL CONNECT FRAME WALL TO C.M.U. WALL I�0N�
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"
<br />GRADE
<br />°
<br />co =_ _ _ __ I •, ° � —1 1 r—III-1 I I —I 1
<br />_11
<br />_ =(1) #5 REBAR w/ OPT.
<br />SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND EXPANSION JOINT BLOCK WALL BEYOND
<br />14" 13"
<br />O.H.D. RECESS q z O.H.D. RECESS _
<br />M r
<br />`� .. M
<br />CV A':
<br />a• • �=.�-i �I ,—, M '—III 11� 1 I� ITI-1 d ` � 111=_I I � I I—
<br />d,�, �. - , , -
<br />_ I
<br />=11=� 11 11111=11 d r 41 r
<br />1=1 fF —I I 1=1 I �•� �: I —I 11=
<br />.I ITS' I I I
<br />SEE A/S3 OR J/S6 —`-I-i 11 I�-I.I I I , 111 I I I IT
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE A/S3 OR J/S6 J -I j I I I I, i, I, I I.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 ST RY)
<br />V-8" (2 ST RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD
<br />(2)#5CONT. -1 rlll�I �II�I�I�III„1�=
<br />4" V-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL (a) STEP (a) SHEARWALL
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />. f00 `" o
<br />,?l - kkv sEG�R�
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />U.N.C.
<br />--2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 1U-0" (R302.11)
<br />—INSULATION PER CHART ON FLOOR PLAN
<br />—SIMPSON SP1 w/ (10) 10d NAILS
<br />/2x P.T. BOTTOM PLATE
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />1/2"(min.)- 4"
<br />00 _ _ —
<br />31/2"(m n) - 4"
<br />ICI —I 111
<br />M-1_TI I ITI=1 I I-1 11=CTI I I I=1 I ''
<br />(2) #5 CONT.
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL QCV STEP CC
<br />SCALE:3/4"=V-0" S3
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C
<br />vM
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />2x BLOCKING HORIZONTALLY@ APPLICATION NOTE:
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR
<br />10'4' (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER ADDITIONAL INFORMATION
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10)
<br />5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. @ K.O. BLOCK 10d NAILS
<br />MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE
<br />6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING xSPACE ANCHOR
<br />FIBERMESH WEEP SCREED INSTALLED BAR x BOLTS 6" o END OF 2'M AX FROM
<br />PLATEPER MFR INSTRUCTIONS
<br />E#3 OR #4 REINFORCING BAR C) °
<br />° GRADE 40 MIN. F - 40ksi a __ a
<br />#3 & #4 LAP SPLICE y
<br />_ D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 0- -III—I I=1 I I m
<br />co _ ,° ° 25" MIN. LAP [30" MIN. LAP] 1—III—III— I I I . D
<br />—I I—ITI-1 I- w
<br />UJ
<br />6 MIL VAPOR BARRIER I I ; ° I=1 1= 1= °° R 1 7/8"--\ /
<br />1 I I I—�—� I I T #5 REINFORCING BAR
<br />III o .11=11=I 1T-��= r #5 LAP SPLICE
<br />I I 1I 1 I I I=ITI�=I I I-1
<br />COMP. SOIL. (COMPACTED TO I I II ° 31 MIN. LAP [36" MIN. LAP]
<br />95% MODIFIED PROCTOR ASTM
<br />D1557) I I I II I fCh1111 11 f� 1 1� 11
<br />4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE "l
<br />TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3
<br />SLAB INFORMATION.
<br />P.T. 2x GYP. BD.
<br />2,> HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />Ol CONT. BEAD SEALA�
<br />INTERIOR
<br />-3 1/2"
<br />d d
<br />r
<br />CONCRETE NAILS W 1 1/2'
<br />EMBEDMENT @ 12" O.C.
<br />STAGGERED, FROM BOTTOM
<br />PLATE TO CONCRETE
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#) CONCRETE SLAB
<br />m e
<br />—
<br />M
<br />BARRIER
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />SEE ROOF PLAN
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX. CONNECTION INFO
<br />SEE PLAN FOR
<br />TOP OF BEAM &LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />o0
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />hI
<br />I
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />�
<br />j
<br />Q
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />g
<br />IJIJ
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />W
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ 1/4"0" TAPCONS
<br />GARAGE
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />ATTACHMENTS & 18/D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />ATTACHMENTS
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />„ ON FLOOR PLAN
<br />w
<br />-
<br />SIZE VARIES PER PLAN
<br />CONT. BEAD SEALANT
<br />¢
<br />j
<br />w/ MIN. (2) #5 VERTICALS
<br />E
<br />>UJFILLED
<br />SOLID (SEE PLAN FOR
<br />6 x 6 W1.4 x W1.4 N
<br />Ej
<br />LU
<br />w
<br />SIZE AND REINFORCEMENT)
<br />WWF OR FIBERMESH �,
<br />Ej
<br />I
<br />BRICK PAVERS or SLAB PER
<br />'
<br />°
<br />°
<br />U-0" FIN. FLR.�
<br />COMMUNITY SPECS
<br />=
<br />1=
<br />I �—� _—__—_
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<br />_ TI1= III— I I 1T—I I [-1�1-1T
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<br />ION
<br />INTERIOR WALL SLAB STEP NON-BRG. TAPERED• -.
<br />(2) #5 CONT. I IhI I I
<br />ON 3" CHAIRS
<br />(TYP.) 8" 1'4'
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<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 2600#)
<br />6x6W1.4xW1.4 N
<br />WWF OR FIBERMESH �, E
<br />° D
<br />0.
<br />I —ITI-1 11=1 11=
<br />r•-
<br />9%
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=V-0" S3
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />S.G.D. (U.N.O.) F WWF OR FIBERMESH
<br />SEE A/S3/J/S6 —'' 8„
<br />FOR REINF. INFO. OPTION #1 t
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION. �''
<br />SLAB STEP & RECESS as S.G.D. / M
<br />SCALE:3/4"=1'-0" \, S3
<br />MASONRY WALL AND'
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD X
<br />CONT. FOOTING STEEL MAT REINFORCING. r '
<br />M
<br />00 z GRADE G
<br />w ,• =III = -''
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<br />FOOTING w
<br />-III-III .1 =III c�
<br />l -Ili =(' BEYOND
<br />PAD REINFORCEMENT
<br />MIN. CLEARANCE
<br />(SEE SCHEDULE) 3"
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: N.T.S. S3
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
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<br />JOB
<br />NO: 22-02401
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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