|
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 />ki
<br />I
<br />5/8" OR 1/2" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A 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 />1x2 PT WD FURRING @ 24" O.C.
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />1x4 P.T. BASE NAILER
<br />31/4" BASEBOARD
<br />MIN. 2500 PSI CONC. SLAB
<br />MIN PSI MAY VARY PER
<br />MUNICIPALITY.
<br />CONCRETE SLAB W/6X6
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />E-
<br />M� —1 I 111—I � 1=1 :1
<br />r-°1,�
<br />6 MIL VAPOR II11 ' Df
<br />BARRIER
<br />COMP. SOIL.
<br />(COMPACTED TO 95% IIIII IIIII I I II I [IIII
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 1'-4" (1 STORY)
<br />ON 3" CHAIRS TYP. U.N.O. 4„ 1'-8" (2,1
<br />TYPICAL WALL SECTION
<br />SCALE: 3/4" = V-0"
<br />OPT: DEPRESS SLAB 5 %"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS---�
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS
<br />INTERVALS NOT EXCEEDING
<br />@16" O.C. W/ (2)
<br />10'-0" (R302.11)
<br />-FOR UNDERLAYMENT
<br />16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1
<br />112" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />.PRE ENGINEERED WOOD
<br />APPLICABLE. d
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />-HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2x PLATE E
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4 N
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />D °
<br />-SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />9
<br />'-1 L I�I I I —III I ° I I —III —III —III—'
<br />D7158-CLASS G or H, or ASTM
<br />�—
<br />11=I I -I I-III-� D 1=III-1 1=I
<br />D3161-CLASS F, IN
<br />' 1—I I=1 I I
<br />711
<br />ACCORDANCE wl TABLE
<br />.1 I —I 11=1 1=1 1=I 11=1 I I=1 11
<br />'-1
<br />R905.2.6.1, FLORIDA BUILDING
<br />I I III—III—III=III III —III 11=1 I'
<br />CODE 7TH EDITION (2020)
<br />8"-�I���IIIII�IIII1111111�111�1111=11'
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS
<br />WALL w/ OUT UPLIFT (�GG
<br />SEE TYP. WALL SECTION SCALE: 3/4"=V-0" III
<br />S3
<br />ELEV. VARIES
<br />ALUMINUM DRIP
<br />JA
<br />DGE
<br />LUMINUM FASCIA
<br />12" .Nx SUB FASCIA
<br />EE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />ARCHITECTURAL
<br />FINISH
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />4"x4" INSPECTION
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />AT GARAGE CONTRACTOR
<br />TO CUT BLOCK OR POUR
<br />CURB DUE TO SLOPE
<br />NOTE:EXTEND
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />1 00 �
<br />00
<br />III N
<br />III
<br />STD. 90 HOOK (SEE
<br />DETAIL)
<br />rA
<br />S3
<br />BLOCK WALL BEYOND
<br />14"
<br />O.H.D. RECESS � z
<br />`M; j 2
<br />-
<br />24,
<br />4 II
<br />T
<br />SEE A/S3 OR J/S6- `IE 1 111F-PiJI,,, 1115 11-
<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 />8"x8"x16" NOMINAL BLOCK WITH
<br />3/8" MORTAR BETWEEN COURSES
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=V-0"
<br />2x S.P.F. STUDS @ 16" O.C.
<br />2x STUD
<br />LOAD BEARING OR
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />I
<br />1 "x P.T. STUD
<br />1
<br />#5 VERT. IN FILLED CELL
<br />SEE CC/S3 OR N
<br />G/S3 FOR ANCHOR
<br />1
<br />BOLT INFO. I I
<br />5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x31/4" TAPCONS
<br />*SIMPSON SP1 1 I
<br />SPACED EVENLY
<br />w/ (10)10d NAILS �,
<br />2x P.T. PLATE
<br />TYP
<br />I
<br />ASSUMED FINISHED
<br />'
<br />GRADE
<br />MONO OR STEMWALL
<br />FOOTING MONO SHOWN -
<br />FOR CLARITY �� '
<br />_ 00
<br />� J
<br />I -III z
<br />NOTE:-
<br />FOR BEARING WALL
<br />I04
<br />W/ UPLIFT ONLY
<br />I--
<br />_'
<br />' 'I' -III III=11' i[I I I II' il_ I
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />I ilI I
<br />rD l
<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 />d' GRADE
<br />co ° •
<br />i
<br />-(1) #5 REBAR w/ OPT.
<br />' IIIIII 11=111= 11= 11=111= 11=SGREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13 O.H.D. RECESS
<br />M '
<br />M a.
<br />—'' I -1 I � I 1=.LI l,= :..a .• ./ � e � —III-1 I �- I ,_
<br />I I1 :4 j r
<br />.e
<br />111 °°
<br />[ IN
<br />I'l l l l l I d•;. I'm I I I'
<br />SEEA/S30RJ/S6-�-1i111Illl�,lil 11111.
<br />FOR REINF. INFO. L 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STC RY)
<br />GARAGE DOOR SLAB RECESS J
<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 />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'4" (R302.11)
<br />5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16"
<br />PLATE WASHER TYPICAL
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />E
<br />�V
<br />I I I I I I I I
<br />I I I I I I I I
<br />I I I I I I I I
<br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF j@M
<br />USS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS 5 „ OCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE "CH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS. ABOVE)NNECTIONS.
<br />S.P.F. DOUBLE
<br />TOP PLATE S.P.F. DOUBLE
<br />SIMPSON SP2 w/ TOP PLATE
<br />(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 />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILSU.N.O.
<br />SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.2x BLOCKING HORIZONTALLY@INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2 `/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />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 />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.)
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY"
<br />5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS
<br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />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 />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.) 211 x 6 W1.4 x W1.4 ATTACHMENTS /211� ��� 6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH -\ WWF OR FIBERMESH
<br />ELEV.-0'-3 1/2 h� �31/2"MIN. �3 1/2" MIN.
<br />A.FILL-
<br />.F.
<br />o _ D ° ° ° I I 1=1 1 I=1 1 I�= '31/2"(min.)44� _ D ° 9� - I I= �I; 31/2"(min.)- 4„
<br />—I —III—III_
<br />I NI 1 I ° =1 I 1 III=1 I I— 31 /2"(min.) - 4" =1 11TI _ _ : =�1 I �_11
<br />-1 11=1 I I I I 1=1T�(=1TI=1 I f III —III
<br />''
<br />(2) #5 CONT.
<br />4"
<br />V-4" 8"
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL 0 STEP " SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />GOC '
<br />V� p
<br />S�GO�,
<br />�
<br />pGg.
<br />2x STUDS @ 16" O/C \ 10 M N�o s
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT /� \
<br />APPLICATION
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL
<br />3RD LAYER 1/8" THICK. K.O. BLOCK
<br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />" " 20MIN. LAP [24MIN. LAP]
<br />2X PT PLATE #5 REINFORCING
<br />WEEP SCREED INSTALLED BAR ---��
<br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR
<br />CV t>— --- " D ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />o ° FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi]
<br />Cl) — — — D \ D 25" MIN. LAP [30" MIN. LAP]
<br />6 MIL VAPOR BARRIER -1II III ° D ° I=1 I I=1 I= 1 oO R 1 7/8„
<br />11=I I EEI I lri=117=111=1I M.
<br />'- #5 REINFORCING BAR —�
<br />' III : I =1 11=1 I I —I 11=1 11= z
<br />II-1I1=1' #R I AP SPI Irp
<br />COMP. SOIL. (COMPACTED TO IIIII D I I_I 1=1 I_
<br />95% MODIFIED PROCTOR ASTM I-111-T-I I I-
<br />D1557) (� II i�1II11� 1�1 ��1TT-
<br />4" V-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"
<br />SLAB INFORMATION.
<br />1/2" GYP. BD.
<br />P.T. 2x
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />mo0'-0I, J CONT. BEAD SEALANT
<br />d d ' ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />d
<br />-31
<br />GARAGE
<br />ti. .
<br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB E
<br />6x6W1.4xW1.4 r '
<br />° M WWF OR FIBERMESH
<br />0? _ ' —1
<br />BARRIER 11L Ili ' -III
<br />►—
<br />�1�I
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. rK
<br />SCALE:3/4"=V-0" S3
<br />I I, I I I I I� 1 I 1=1 I —I I III —I I I
<br />(2)#5CONT. 141 I_111�II�11144;�IiI���I I„I8='
<br />U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP ('CC
<br />SCALE:3/4"=V-0" S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />a BOLTS 6" MAX FROM
<br />W END OF 2" x PLATE
<br />0
<br />W D
<br />U � •�T
<br />a m ° °
<br />LU
<br />' —ITI—III III— °
<br />(2) #5 CONT.
<br />ON 3' CHAIRS
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1 U-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 r _
<br />WWF OR FIBERMESH
<br />1 I f-1T1=1 f f
<br />I I I rill
<br />=1 [T=1 11=T r
<br />(TYP.) 8" 1 V-4" 1 8"
<br />10"
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS
<br />F
<br />WALL w/ UPLIFT
<br />rG
<br />SCALE: N.T.S.
<br />S3
<br />SCALE: 3/4"=1'-0"
<br />S3
<br />VARIES
<br />SEE PLAN
<br />1 1/2" RECESS FOR
<br />6 x 6 W1.4 x W1.4
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS�7
<br />AT 24" O.C. MAX. x
<br />CONNECTION INFO
<br />SEE PLAN FOR _ _
<br />& LAYOUT DESIGN
<br />TOP OF BEAM
<br />(2) HTS20
<br />SEE ROOF PLAN
<br />FOR STRUCTURAL
<br />- _ - -°00
<br />_ T 1, III=1�,
<br />III I 1 E
<br />BEAM SIZE &
<br />IT
<br />r 11 4
<br />CONNECTION INFO
<br />a d
<br />M
<br />' III—
<br />__ _ r
<br />2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -III "T-1 I I-�_
<br />MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. �-1 8
<br />z ATTACHED PER NAILING
<br />W SCHEDULE OPTION #1
<br />EE SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION
<br />15i
<br />w
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. rM
<br />SCALE:3/4"=1'-0"III S3
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />COLUMN TO PORCH SILL
<br />w/ 1/4"x3" TAPCONS
<br />AT 8" O.C.
<br />MASONRY WALL AND
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL I I I
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD _E d
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL I I MAT REINFORCING.
<br />CO
<br />SIZE VARIES PER PLAN
<br />Cl)
<br />j
<br />w/ MIN. (2) #5 VERTICALS
<br />z
<br />GRADE a
<br />FILLED SOLID SEE PLAN FOR
<br />(
<br />- _
<br />- 1
<br />w
<br />ow SIZE AND REINFORCEMENT)
<br />w
<br />0 _ ?
<br />-III
<br />w
<br />z
<br />��w�
<br />_I w
<br />-11 `IIIII U
<br />BRICK PAVERS or SLAB PER
<br />0 o z
<br />• �' • • _ z a
<br />0'-0" FIN. FLR.
<br />SPECS
<br />LL. U
<br />_ _
<br />_
<br />_ _
<br />_ _COMMUNITY
<br />11
<br />BEYOND
<br />ti .r , • . , •'. " •
<br />PAD REINFORCEMENT 3" MIN. CLEARANCE
<br />.. � .
<br />4.��
<br />SEE FOUNDATION
<br />SEE SCHEDULE
<br />( ) FOOTING WIDTH
<br />'•
<br />r
<br />CONC. PAD INFO.
<br />SEE SCHEDULE
<br />TAPERED COLUMN FRAMING rC12
<br />PATIO COLUMN FTG. DETAIL N
<br />SCALE: 3/4"= 1'-0"
<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
<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 />Engineers
<br />signature and seal.
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