|
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 />P') VARIES
<br />INSU
<br />1/
<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 />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE E
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4 T
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP,)
<br />WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />t°
<br />-III III —III —I m
<br />I: 111=J
<br />°
<br />r
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTMI=—
<br />I —III I
<br />I I 11=1 I —lip
<br />; • 11=I 11=11= I I I'
<br />D3161-CLASS F, IN
<br />' I —I I=1 I III
<br />ACCORDANCE w/ TABLE
<br />'—III
<br />R905.2.6.1, FLORIDA BUILDING
<br />III —I I� f L-1 III I -I III ;I
<br />ICI I II I I'I I I-T
<br />CODE 7TH EDITION (2020)
<br />_I
<br />8
<br />iI I IiT I i II
<br />RESIDENTIAL
<br />ROOF SHEATHING - SEE
<br />SCHEDULE - [RSH] - ON
<br />TYPICAL INTERIOR
<br />BEARING
<br />FRAMING SHEET FOR
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT f GG
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SI
<br />5/8" OR 1/2" HIGH
<br />ALUMINUM DRIP
<br />STRENGTH CEILING
<br />EDGE
<br />BOARD PER CODE (OR 5/8"
<br />ALUMINUM FASCIA
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />12
<br />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 />31/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC. SLAB
<br />co
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />C/)
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />-
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />.c
<br />'d.
<br />N '
<br />°o
<br />- Z
<br />°° �
<br />6MIL VAPOR
<br />I�I
<br />e
<br />—I—
<br />" Z
<br />=
<br />BARRIER
<br />I
<br />+ r
<br />, p 4
<br />III
<br />I I
<br />I
<br />11=
<br />COMP. SOIL.
<br />I I II
<br />(COMPACTED TO 95%
<br />I IITI
<br />MODIFIED PROCTOR
<br />I I I�I I ITTTI
<br />I
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON CHAIRS TYP.
<br />(1 STORY)
<br />STD. 90 HOOK (SEE
<br />C
<br />4"
<br />1'-8" (2 STORY)
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION
<br />Ili
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />PAVERS—[�O.H.D. RECESS =. z
<br />— -
<br />4 J o0
<br />FEI
<br />SEE A/S3 OR J/S6 _ I I (I �-
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' " (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 />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 />NOTE: -
<br />*FOR BEARING WALL
<br />W/ UPLIFT ONLY
<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 />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" 0/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD,
<br />--r/r
<br />—IV/r
<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. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE
<br />.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL)
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS. ABOVE) CONNECTIONS.
<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 NAILS
<br />SHEATHING REQ D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10„ J BOLT @ 24 O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS
<br />EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11)
<br />INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" 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 x 6 W1.4 x W1.4 INCLUDE THE WALL
<br />WWF OR FIBERMESH
<br />@ 24" O.C.) 2" ATTACHMENTS 2/ WWF OR FIBERMESH
<br />6 x 6 W1.4 x W1.4
<br />ELEV. 4-3 1/2" h� 31/2"MIN. t
<br />1/2"MIN.
<br />A.F.F. p P ° °
<br />w _ _ __
<br />° • : ° ' _ —III=1 I ITS 1/2" min 4" - o b a ' : —_ 11=111, '31/2"(min.)- 4,
<br />31/2"(min. - 4" �f—I II — I 31/2"(min.) - 4" I I I
<br />I—T—I l 1= -fTr -�—�`
<br />-'�` =1T=1 I I 11T=�-1 a I—ITI 11� f IT '
<br />TI I , ; ,I I II �-f�•1T� ,;,I I � '' _ — �=1 I =1 ff= =1TI—
<br />(2) #5 CONT. 41- 1,-411 8„ (2) #5 CONT.
<br />U.N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP ('CC
<br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3
<br />t\E� SECU��
<br />PGS
<br />M
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />10
<br />INSULATION PER FBC AND ENERGY
<br />\r GON�\N
<br />8" C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />1 "x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />#5 VERT. IN FILLED CELL
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />ADDITIONAL INFORMATION
<br />c.,
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL
<br />w/ (10)
<br />5/8"x6" "J" BOLTS BOLT
<br />O "" , „o
<br />5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16
<br />3RD LAYER 1/8" THICK.
<br />K.O. BLOCK
<br />SSP1
<br />10d NAILS
<br />@ 24" O.C. VERT. OR
<br />PLATE WASHER TYPICAL
<br />5/8" x 6" EPDXY BOLT OR
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />2x P.T. PLATE
<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"MIN. LAP [24" MIN, LAP]
<br />#5 REINFORCING
<br />SPACE ANCHOR
<br />SPACED EVENLY
<br />FIBERMESH
<br />BAR Q
<br />BOLTS 6" MAX FROM
<br />r
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />o
<br />END OF 2" x PLATE
<br />ASSUMED FINISHED
<br />.;
<br />E
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR v
<br />n
<br />° D
<br />GRADE
<br />co — — Il
<br />T
<br />_Z
<br />FINISH GRADE °O M
<br />#3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi
<br />25" MINJ. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi]
<br />W
<br />z
<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
<br />a p.
<br />D' I I �T( 1=1 T� o
<br />D cp � c - 60 w -ram ° r i 71 I r I—t r �
<br />_ °O 6 MIL VAPOR BARRIER — I 11 I —I = 1 - -I I- I I
<br />D ° * " ° "1= �_�= N z T #5 REINFORCING BAR
<br />R 1 7/8 T —I I 1� 11=� I_ T
<br />_ I I(—TLf—fl 1= I I I I— i 11-
<br />!--III=1 I —III ! I- ? i II 0 1=�1IL--1�T--�j=� jT= ,- #5 LAP SPLICE (2) #5 CONT. Ti�f�1T-111 L�TLf ,, I►� D � ° 1 III—�7- ��TTI I I �I _
<br />-- 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS
<br />—I !_ I ,III r COMP. SOIL. (COMPACTED TO — J ° ° " — - 8" 1'-4" 8"
<br />11 111 95% MODIFIED PROCTOR ASTM 1= (�'P')
<br />D1557 I� rWMEE � I I I —'
<br />-
<br />-' ) #6 REINFORCING BAR #5 STD. 90 HGOK
<br />lli11lll;;!II;;IIII 111 _ll;lliilll_III_III� i!Illili�-illl— 4" 1'-4"
<br />i
<br />I I -1!,�, !11� 111"II� „III„ —,III—_ =11 #6 LAP SPLICE TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD�� TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL w/ UPLIFT G
<br />SEE TYP, WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION. SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4
<br />31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH
<br />min.) 4"---,10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />° ° "v GRADE SEE PLAN FOR T 24" O.C. MAX. x CONNECTION INFO co °
<br />& LAYOUT DESIGN °
<br />• TOP OF BEAM d-
<br />-_ — _— — — -(1) #5 REBAR w/ OPT. SEE ROOF PLAN — — _ — °. °
<br />— I i — I — I 1=SC�REFN ENCLOSURE (2) HTS20 FOR STRUCTURAL _
<br />_III I III— I I r _- I_;,FTI I
<br />EEIIM BEAM SIZE &
<br />C I L=_I 11= I CONNECTION INFO M 1 a a
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=V-0" Il S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT I
<br />_
<br />13"
<br />O.H.D. RECESS E
<br />CV '
<br />M
<br />r ;
<br />a '
<br />-1 II IIIII ITI
<br />T80
<br />I� II�II �.• d• � 411, �
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STORY)
<br />1'-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 />P.T. 2x 1/2" GYP. BD.
<br />2„ HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" CONT. BEAD SEALANT
<br />— ¢ INTERIOR
<br />A.-3 1/2"
<br />a' .
<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 />E _ _ _ _
<br />N � 1U I
<br />M 6 MIL VAPOR — P = =I I— �U L — -- — — 0-0 FIN. FLR.Q
<br />BARRIER — III = � — -
<br />-1 I �I I I J III I ITI I�-
<br />1—i
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG. K
<br />SCALE:3/4"=1'-0" S3
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />SEE A/S3/J/S6 _$+� — " 8"
<br />z
<br />ATTACHED PER NAILING
<br />FOR REINF. INFO.
<br />OPTION #1
<br />w
<br />o
<br />SCHEDULE
<br />¢
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION.
<br />g
<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" S3
<br />2X STUDS @ 24" O.C. U.N.O.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />SEE DETAIL 16/D1 FOR
<br />w/ x3" TAPCONS
<br />MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH L
<br />AT 8" O.C.
<br />PAD FOOTING
<br />ATTACHMENTS & 18 D1
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />FOR COLUMN TO BEAM
<br />ATTACHMENTS
<br />TRIM PER PLAN
<br />8 MASONRY WALL
<br />-�
<br />EXTEND FILL CELLS
<br />W/ DR SCREWS @ 8"O.G.
<br />TO FOUNDATION PAD E
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT. FOOTING STEEL
<br />MAT REINFORCING. `-" '
<br />ON FLOOR PLAN
<br />w
<br />I.-
<br />SIZE VARIES PER PLAN
<br />M
<br />CONT. BEAD SEALANT
<br />>
<br />w/ MIN. (2) #5 VERTICALS
<br />0 z
<br />GRAD.61
<br />It
<br />>
<br />L
<br />FILLED SOLID (SEE PLAN FOR
<br />_ Al
<br />6x6W1.4 x W1.4 z;
<br />w
<br />SIZE AND REINFORCEMENT)
<br />LU
<br />C7
<br />- I !- ° ° — I
<br />° • III
<br />,-
<br />T WWF OR FIBERMESH M
<br />o
<br />w
<br />BRICK PAVERS or SLAB PER
<br />_z I-- w
<br />~ 0- w
<br />Owco
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<br />! I !, II III--- I —
<br />a II ' —11 Z
<br />I {=i ! -- - z ¢
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<br />..
<br />Coc
<br />OMMUNITY SPECS
<br />-1
<br />--
<br />FOOTINGILLJ
<br />U
<br />III=1 I l ,I -i I=1 BEYOND
<br />PAD REINFORCEMENT -III---; I' --I
<br />(SEE SCHEDULE) 3" MIN. CLEARANCE
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAILrN
<br />SCALE: N.T.S. �S3�_
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<br />To the best of the Engineers 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. Engineers signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
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<br />JOB
<br />NO: 22-02367
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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