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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') VARIES
<br />I►b9J
<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 --1
<br />CHART ON FLOOR
<br />PLAN
<br />1X2 P.T. AL-j
<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" (R302.11)
<br />1 Rd TnFNAII S T RR R
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 I r 11/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD APPLICABLE, a
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C &
<br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />MOISTURE BARRIER ° a-77
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE W ASTM I I- I=III=1 m . ° ° I o
<br />=1 I i-III=1 I I I I I I-
<br />D7158-CLASS G or H, or ASTM I I=I I=I I=III-� P • I=III=1 1=
<br />D3161 -CLASS F, IN '1-II�-III III-� ° - -
<br />ACCORDANCE w/ TABLE I I -1 I I=III-III=III-I 11 I I -I I-III=III-
<br />R905.2.6.1,FLORIDABUILDING '-III 11= III -�•IIIII III( III=III=II
<br />CODE 7TH EDITION (2020) 811
<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"=1'-0"
<br />ALUMINUM DRIP
<br />EDGE
<br />ALUMINUM FASCIA
<br />2x SUB FASCIA
<br />SEE 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 />1x2 PT WD FURRING @ 24" O.C.--/
<br />Hr
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />iz
<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. SLAB
<br />cr, 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/ 6X6
<br />a NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />- DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />,c
<br />L °
<br />° ' i
<br />,III, °° �
<br />ch - — —D
<br />6 MIL VAPORI D I III
<br />�•
<br />I z -
<br />BARRIER C 4 T
<br />N
<br />- D:
<br />I I (-
<br />COMP. SOIL. (= 11 °
<br />(COMPACTED TO 95% -I
<br />MODIFIED PROCTOR T 7 1 1 TTl=1 I I- I I II
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT._/1'-4" (1 STORY)
<br />ON 3" CHAIRS TYP.
<br />T-8"
<br />HOOK (SEE
<br />Orr (2 STORY)
<br />U.N.O.
<br />DETAIL)
<br />TYPICAL
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVERS
<br />BLOCK WALL BEYOND
<br />— 14 O.H.D. RECESS
<br />^M
<br />e.
<br />4" T 60
<br />SEE A/S3 OR J/S6 --I _UI I I Ill i i l„( I l l II 1=
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOW')
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />GG
<br />S3
<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 />STUD
<br />LOAD BEARING OR2x
<br />EXTERIOR WALL
<br />8" C.M.U.
<br />1"x P.T. STUD
<br />VERT. IN FILLED CELL
<br />SEE CC/S3 OR
<br />N#5
<br />G/S3 FOR ANCHOR
<br />BOLTINFO.
<br />5/8"x6" "J" BOLTS BOLT
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />WALL SEE GG/S3)5/8"
<br />x 6" EPDXY BOLT OR
<br />1/4" TAPCONS
<br />*SIMPSON SP1(6)1/4"x3
<br />EVENLY
<br />w/ (10)10d NAILSSPACED
<br />"2
<br />2x P.T. PLATE
<br />�,P
<br />ASSUMED FINISHED
<br />GRADE
<br />MONO OR STEMWALL
<br />zFOOTING
<br />MONO SHOWNo0
<br />FOR CLARITYZ
<br />NOTE:"FOR
<br />BEARING WALLWI
<br />UPLIFT ONLYFRAME
<br />WALL TO C.M.U. WALL CONNECTION
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0"S3
<br />SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3112" WWF OR FIBERMESH
<br />min.) 4" GRADE
<br />W�—I I —II ,
<br />_(1) #5 REBAR w/ OPT.
<br />=1II-III-I 11= 11= I I -III- 11=SCREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGESCALE:3/4"=V-0"S3
<br />EXPANSION JOINT
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO.
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />3" MIN, CLEARANCE
<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 />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) -
<br />S.P.F. DOUBLE
<br />TOP PLATE
<br />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
<br />4" O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB & BLOCK
<br />EDGES, AND @ 12" O.C. @FIELD
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ _
<br />2" x3/16" PLATE WASHER (TYP.)
<br />ELEV. U-0"
<br />OIL
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />A.F,F.
<br />@ 24" O.C.) 2"-
<br />ELEV. -0'-31/2" z
<br />31/2 MIN.
<br />A.F.F. p
<br />CD
<br />-vr
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTHBLOCKING
<br />@ 12" O.C. w/ (2) 12d TOE NAILS
<br />(OR / GYP. TYPE X @
<br />s „„„EACH
<br />END (WHEN PARALLEL)(U.N.O.)
<br />GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.ABOVE)
<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 10'-0" (R302.11)
<br />2"'x3/16" PLATE WASHER (TYP.) -
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />INSULATION PER CHART ON FLOOR PLANO.C.
<br />OR 5/$"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 W1.4INCLUDE
<br />THE WALL
<br />WWF OR FIBERMESHATTACHMENTS
<br />31/2" MIN.
<br />°
<br />NlI ITT ,i.=f 31/2"(min.)- 4��
<br />00
<br />31/2"(min. - 4" 1 VIP,
<br />f 1T f �If II�-1 f=ITI -1 11=
<br />(2) #5 CONT. "'-�"-' ' "'-
<br />4"1'-4"8°U.N.O. MIN.
<br />TYPICAL BEARING WALL a(� STEP (a7 SHEARWALL
<br />"SHEAR WALL" SCALE: 3/4"=V-0"
<br />co
<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.O.
<br />--2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-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 />z. ��=
<br />1/2"(mn) - 4" 00
<br />=T=1 1 D ' - =r111=I11 TI 1-777••••••���1 I=-f III=1� (2) #5 CONT. I4„I TT; 11141�1 IT 1,, 8,U.N.O.TYPICAL BEARING WALL @ STEP
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C�oINSULATION PER FBC AND ENERGYFORM SUBMITTED WITH PERMIT
<br />2x BLOCKING HORIZONTALLY@ APPLICATION
<br />INTERVALS NOT EXCEEDING 718" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />10'-0" (R302.11)LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL
<br />5/8- x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />PLATE WASHER TYPICAL3RD LAYER 1/8"THICK. K.O. BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD
<br />6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP]FIBERMESH2X PT PLATE #5 REINFORCING
<br />WEEP SCREED INSTALLED BAR�-
<br />-1 7,,--
<br />PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR
<br />E#3 & #4 LAP SPLICEGRADE 40 MIN. Fy= 40ksi
<br />o FINISH GRADE aoi -25" MINLAP [30"MINLAP][GRADE 60 MIN. Fy= 60ksi]
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHORcBOLTS 6" MAX FROMoEND OF 2" x PLATE n 1 - W �►-1 I1 1=1 D •
<br />6 MIL VAPOR BARRIER i1 I 1 I °° 1 - I=I =I I="''#5 REINFORCING BARR 17/8`"
<br />11� �I TI I hI I IT r #5 LAP SPLICE
<br />D�'' I COMP. SOIL. (COMPACTED TO -I95% MODIFIED PROCTOR ASTM L�D1557)4" 1'4'
<br />SCALE: 3/4"=1'-0"
<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 />0'0"CONT. BEAD SEALAt
<br />INTERIOR
<br />-31 /2"
<br />a i
<br />a a..
<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 />EM 6 MIL VAPOR
<br />BARRIER
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />2X STUDS @ 24" O.C. U.N.O.
<br />GARAGE
<br />1/2" GYPSUM WALLBOARD U.N.O.
<br />W/ DRYWALL SCREWS @ 8"O.C.
<br />INSULATION PER CHART
<br />ON FLOOR PLAN
<br />CONT. BEAD SEALANT
<br />6x6W1.4xW1.4 r '
<br />T WWF OR FIBERMESH ,
<br />9 a
<br />K
<br />S3
<br />36" MIN. LAP [36MIN. LAP]
<br />10"#6 REINFORCING BAR #5 STD. 90 HC70K
<br />#6 LAP SPLICE
<br />REBAR DETAILSFSCALE: N.T.S.S3FRAME-DOWN FALSE BEAM w/ (3)EE PLAN
<br />10d NAILS TO TRUSS TOP CHORDAT 24" O.C. MAX. FORTRUSS
<br />SEE PLAN FORx%CONNECTION INFO
<br />TOP OF BEAM& LAYOUT DESIGN
<br />SEE ROOF PLAN
<br />(2) HTS20FORSTRUCTURALBEAM SIZE &
<br />CONNECTION INFO
<br />I
<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 />w
<br />SEE PLAN FOR STRUCTURAL
<br />LLI
<br />COLUMN SIZE AND BASE
<br />o
<br />w
<br />CONNECTION INFO.
<br />U)
<br />SEE DETAIL 16/D1 FOR
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />ATTACHMENTS
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />w
<br />SIZE VARIES PER PLAN
<br />W/ MIN. (2) #5 VERTICALS
<br />>
<br />w
<br />FILLED SOLID (SEE PLAN FOR
<br />w
<br />SIZE AND REINFORCEMENT)
<br />Esw
<br />U)
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />0
<br />(2) #5 CONT,ON 3" CHAIRS8„1' A"
<br />(TYP.) ' }
<br />1/2"(min.)
<br />CC
<br />S3
<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 @24O.C. W/ 7"EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6x6W1.4xW1.4 N CWWF OR FIBERMESH ; r-I �_iT1=1T
<br />C7
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFTGSCALE: 3/4"=V-0' S31 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />SEE A/S3/J/S6 -� i `--fi+/- ,,_.�-,,8„FOR REINF. INFO.�OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.�'SLAB STEP & RECESS C� S.G.D. M
<br />SCALE:3/4"=V-0" S3
<br />CM C
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<br />To the best of the Engineers knowledge, information and belief,
<br />the structural plans and specifications contained
<br />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 : 23-02469
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
|