|
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 />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 />5/8"OR 1/2" HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />s BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(OR /„ GYP. TYPE „ X„ @
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />.) EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />GARAGE
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S.P.F. DOUBLE
<br />CONNECTIONS.
<br />CONNECTIONS.
<br />8"W'xl6" NOMINAL BLOCK WITH
<br />TOP PLATE
<br />S.P.F. DOUBLE
<br />3/8" MORTAR BETWEEN COURSES
<br />SIMPSON 0P2 /
<br />TOP PLATE
<br />U 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />" 10'-0" (R302.11)
<br />@16 O.C. W/ (2) -- - FOR UNDERLAYMENT 16d TOENAILS T & B
<br />REQUIREMENTS SEE R905.1.1 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 E
<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 `o
<br />MOISTURE BARRIER o °
<br />SHINGLE ROOF, SHINGLES TO a
<br />BE IN ACCORDANCE w/ ASTM - - . > Ewa!
<br />I�� 4
<br />D7158-CLASS G or H, or ASTM -
<br />I
<br />D3161-CLASS F, IN ° - 2x4 CONT.
<br />ACCORDANCE w/ TABLE I I III I I I
<br />R905.2.6.1, FLORIDA BUILDING - -I I I I GARAGE DEPTH VARIES
<br />CODE 7TH EDITION (2020) 8 1
<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 rGG GARAGE SLAB AT STEP
<br />ELEV. VARIES SEE TYP, WALL SECTION SCALE: 3/4"=V-0" S3
<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 />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 CONC. SLAB
<br />M 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 />d NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />- DECO FINISH 4" to 6"
<br />"FIBERMESH"
<br />BELOW GRADE
<br />v
<br />N °p
<br />a Z_
<br />o0
<br />6 MIL VAPOR > _
<br />,r
<br />BARRIER ; p 4
<br />C • • —
<br />r
<br />COMP, SOIL. °
<br />(COMPACTED TO 95% - Rl
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN. CLR.
<br />(2) #5 REBAR CONT. 1'-4" (1 STORY)
<br />CHAIRS TYP.
<br />STD. 90 HOOK (SEE
<br />4„ V-8" (2 STORY)
<br />U.N.O.N
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION
<br />A
<br />SCALE: 3/4" =1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 Y"
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE
<br />BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14'
<br />PAVERS
<br />O.H.D. RECESS z
<br />M
<br />:."
<br />.
<br />..
<br />•
<br />4" -
<br />T
<br />SEE A/S3 OR J/S6
<br />IlUk
<br />FOR REINF. INFO.
<br />3" MIN. CLEARANCE
<br />1' " (1 STORY)
<br />/ V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STOR
<br />)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR
<br />SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SCALE: 3/4"=V-0"
<br />(12)10d NAILS w 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 U.N.O.
<br />SHEATHING REQ'D. FOR ALL IV.2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. wl 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"x12" TITEN HD @ 24"
<br />-- SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR
<br />4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN
<br />3l8"MORTAR BETWEEN SLAB & BLOCK EDGES, AND @ 12" O.C. @FIELD
<br />"SIMILAR AT FOUNDATION ONLY"
<br />IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS
<br />5/8-x 10" "J" BOLT @ 24" O.C. W/
<br />r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND
<br />ELEV. U-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 INCLUDE THE WALL
<br />11 x6W1.4xW1.4 6x6W1.4xW1.4
<br />@ 24" O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH
<br />C�
<br />ELEV. 4-3 1/2" z �31/2"MIN. �31/2"MIN.
<br />A,F.F,
<br />U_ % r--
<br />N 1/2"(min.)- 4" 9'' - -1/2"(min.)- 4„
<br />: t+ °
<br />00 rrr rrr � %/
<br />31/2"(min. 4' "' • - �31/211(min.)-4" ' -.—
<br />JTAL
<br />(2) #5 CONT. 4„ ,gym 8,r (2) #5 CONT. 4" '-4' 8"
<br />rB U.N.O. MIN'TYPICAL BEARING WALL STEP
<br />TYPICAL BEARING WALL STEP SHEARWALL('�C� @K'CC
<br />13 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />vim'
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F, STUDS @ 16"
<br />O.C.
<br />BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />2x STUD
<br />SHEAR WALL REQUIRES 2x BLOCKING SEAMS.
<br />@
<br />2x STUDS @ 16" O/C
<br />�N�M�o s
<br />LOAD BEARING OR
<br />INSULATION PER FBC AND ENERGY
<br />coNt�N�
<br />2x BLOCKING HORIZONTALLY@
<br />EXTERIOR WALL
<br />8 C.M.U.
<br />FORM SUBMITTED WITH PERMIT
<br />/'
<br />INTERVALS NOT EXCEEDING
<br />1"x P.T. STUD
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />10'-0" (R302.11)
<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 />SEE CC/S3 OR N
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />1/2" GYP, WB (MIN.) @GARAGE
<br />G/S3 FOR ANCHOR
<br />5/8"° x 10" "J" BOLT @ 24" 0/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 />SIDE IF APPLICABLE.
<br />BOLT INFO.
<br />5/8"x6" "J" BOLTS BOLT
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />K.O.BLOCK
<br />10d NAILS
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />(IF NO UP LIFT ON
<br />@ 24" O.C. VERT. OR
<br />5/8" x 6" EPDXY BOLT OR
<br />SIMPSON SP1 wl (10)10d NAILS @ EA, STUD
<br />2x P.T. PLATE
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />WALL SEE GG/S3)
<br />(6)1/4 x31/4 TAPCONS
<br />MIN. 2500 PSI CONCRETE SLAB W/
<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 />3500#, MIN. TENSION 2600#)
<br />"SIMPSON SP1
<br />SPACED EVENLY
<br />FIBERMESH
<br />J
<br />BAR a
<br />BOLTS 6 MAX FROM
<br />6 x 6 W1.4 x W1.4 i� -
<br />w/ (10)10d NAILS �„
<br />2x P.T. PLATE
<br />WEEP SCREED INSTALLED
<br />END OF 2" x PLATE
<br />WWF OR FIBERMESH �, E
<br />TYP. T
<br />ASSUMED FINISHED
<br />�.
<br />E 5
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />a
<br />w
<br />o
<br />°
<br />N s n v
<br />z
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy=�401S'11 aeGRADE
<br />MONO OR STEMWALL
<br />M -0 ,,
<br />FINISH GRADE
<br />25" MIN. LAP [30" MIN. LAP]
<br />Fy=
<br />g
<br />- m
<br />— —
<br />— c
<br />�T
<br />Z
<br />�T — ►
<br />— — Tr
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />°O
<br />6 MIL VAPOR BARRIER ? e °
<br />oo
<br />- -
<br />r
<br />LU
<br />R 17/8"
<br />°
<br />-
<br />-
<br />-
<br />#5 REINFORCING BAR
<br />_
<br />r
<br />#5 LAP SPLICE
<br />(2) #5 CONT.
<br />NOTE:
<br />"FOR
<br />g
<br />_
<br />r
<br />• :
<br />COMP. SOIL. (COMPACTED TO - °
<br />— —
<br />36" MIN. LAP [36" MIN. LAP]
<br />ON 3" CHAIRS
<br />8" 1'-4"
<br />8"
<br />BEARING WALL
<br />W/ UPLIFT ONLY
<br />',
<br />95% MODIFIED PROCTOR ASTM -
<br />-
<br />1y,
<br />(TYP.)
<br />�
<br />D1557)PTIL
<br />4" 1'-4"
<br />TTT�
<br />#6 REINFORCING BAR
<br />#5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />TYPICAL INTERIOR BEARING
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />D
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />rE
<br />SCALE: 3/4"=V-0" S3
<br />REBAR DETAILS
<br />SCALE: N.T.S.
<br />r1F
<br />S3
<br />WALL w/ UPLIFT rG
<br />SCALE: 3/4"=1'-0" S3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3
<br />SLAB INFORMATION.
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />SEE PLAN
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />SEE ROOF PLAN
<br />1 1/2" RECESS FOR
<br />S.G.D. (U.N.O.)
<br />V IES
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />31/2 WWF OR FIBERMESH
<br />10d NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />min. 4"
<br />°
<br />"
<br />T 24" O.C. MAX. • "
<br />CONNECTION INFO
<br />° :.
<br />° " °
<br />GRADE
<br />SEE PLAN FOR
<br />&LAYOUT DESIGN
<br />e
<br />-
<br />TOP OF BEAM
<br />00 - ��
<br />°
<br />� TTT I I III
<br />#5 REBAR w/ OPT.
<br />MIN,
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=1'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />13"
<br />O.H.D. RECESS E
<br />CV
<br />M
<br />a': •'
<br />r
<br />III— e,;. • . .
<br />.w
<br />SEE A/S3 OR J/S6
<br />FOR REINF. INFO. 3" MIN, CLEARANCE
<br />1'4" (1 STC RY)
<br />V-8" (2 STC RY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION,
<br />P.T. 2x 1/2" GYP. BD.
<br />„ HOLD GYP, BD.
<br />1/2" FROM SLAB
<br />0'-0" J CONT. BEAD SEALAN
<br />— ' a INTERIOR
<br />4. a
<br />-3 1/2"
<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 a
<br />00 C
<br />_E -
<br />M 6 MIL VAPOR =_—
<br />BARRIER
<br />Q
<br />SEE ROOF PLAN �, — —T�( —jTj- —T[']� ° ' ' ° ' e M C
<br />(2) HTS20 FOR STRUCTURAL :� ,u mLLL,T•r1 mom, 41. E
<br />BEAM SIZE & N ru. a
<br />CONNECTION INFO7.
<br />2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/
<br />a 716TE MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T _ +� 8"
<br />O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1
<br />SCHEDULE
<br />w I-_ SEE TYP. WALL SECTION FOR ADDITIONAL
<br />COLUMN LOCATION ¢ W SEE PLAN FOR STRUCTURAL
<br />> SLAB INFORMATION.
<br />w
<br />COLUMN SIZE AND BASE
<br />s
<br />�
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS S.G.D. M
<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 />°''
<br />w/ 1/4"x3" TAPCONS
<br />MASONRY WALL AND
<br />GARAGE
<br />COLUMN TO PORCH SILL
<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 />W/ DRYWALL SCREWS @ 8"O.C.
<br />TO FOUNDAT ONLLS PAD E d
<br />INSULATION PER CHART
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />CONT, FOOTING STEEL
<br />MAT REINFORCING. r '
<br />ON FLOOR PLAN
<br />w
<br />0
<br />SIZE VARIES PER PLAN
<br />M
<br />ao R
<br />CONT. BEAD SEALANT
<br />¢
<br />w/ MIN. (2) #5 VERTICALS
<br />E
<br />>
<br />�
<br />FILLED SOLID (SEE PLAN FOR
<br />° 6 x 6 W1.4 x W1.4
<br />LU
<br />w
<br />SIZE AND REINFORCEMENT)
<br />LU
<br />c7 =
<br />•
<br />WWF OR FIBERMESH r,
<br />wi
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<br />►= a w
<br />LU
<br />C-)BRICK
<br />PAVERS or SLAB PER
<br />o o (0•
<br />•' • • z
<br />- -
<br />0'-0" FIN. FLR.
<br />COMMUNITY SPECS
<br />"
<br />w
<br />FOOTING J
<br />c�
<br />BEYOND
<br />-I�
<br />PAD REINFORCEMENT
<br />3" MIN. CLEARANCE
<br />•. ,
<br />:.•
<br />•.•'�
<br />�'
<br />• SEE UNDATION
<br />(SEE SCHEDULE)
<br />FOOTING WIDTH
<br />4" 4" : CONC. PAD INFO.
<br />SEE SCHEDULE
<br />INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD12� PATIO COLUMN FTG. DETAIL N
<br />SCALE: 3/4"=1'-0" S3 sca.E:3/4"-'•-0• 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 />Resldential 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 />SCALE : AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
<br />
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