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<br />ROOF FLASHING AND ROOF FLASHING
<br />COMPONENTS TO BE IN ACCORDANCE
<br />wl R903.2, FLORIDA BUILDING CODE
<br />7TH EDITION (2020) RESIDENTIAL
<br />12
<br />(TYP') 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 />v 2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS TINTERVALS NOT EXCEEDING
<br />C. W/ (2) 1 U-0" (R302.1 1)
<br />@16" 0. _\
<br />1 Rd TnFNAII .1; T P. R
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2�
<br />APPLICABLE.
<br />PRE ENGINEERED WOOD
<br />TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE X 3 1/4" TAPCONS @ 24" O/C &
<br />1/4" DIA,
<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
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH
<br />MOISTURE BARRIER
<br />.... . . . . . . . .
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE W/ ASTM =_L LI I I I I I I I I=-'. I I 1=1 I ��I I 1-=," 9
<br />D7158-CLASS G or H, or ASTM
<br />D3161 -CLASS F, IN
<br />III
<br />ACCORDANCE w/ TABLE
<br />=1 U=,
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION (2020)
<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
<br />ELEV. VARIESJJJ_'� I SEE TYP. WALL SECTION SCALE: 3/4"=V-0"
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />- 2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X1 6" 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 PTWD FURRING @24"O.C.--/T
<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 />-
<br />/
<br />4"X4" INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC. SLAB
<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/ 6X 6
<br />CL
<br />/-NOTE:EXTEND
<br />W1.4XW1A WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />X
<br />C14
<br />;�
<br />A
<br />A
<br />-
<br />00
<br />Cl)
<br />6 M I L VAPOR
<br />BARRIER
<br />T1=
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<br />EEI I
<br />1>
<br />-
<br />CN
<br />COMP. SOIL.
<br />=1 I I
<br />-
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT
<br />ON 3" CHAIRS TYP.
<br />V-4" (1 STORY)
<br />STD. 90 HOOK (SEE
<br />U.N.O.
<br />4"
<br />V-8" (2 STORY)
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />-
<br />rA
<br />SCALE: 3/4" V-0"
<br />GG
<br />S3
<br />8"x8"xl 6" 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 />81, C M U
<br />_P
<br />1 "x T'S'
<br />TUD
<br />SEE CC/S3 OR
<br />Id-
<br />- #5 VERT. IN FILLED CELL
<br />CN
<br />GIS3 FOR ANCHOR
<br />BOLTINFO.
<br />5/8"4" "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 />-at
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />W/ (10) 1 Od NAILS
<br />2x P.T. P LATE
<br />TYP.
<br />FINISHED
<br />�ASSUMED
<br />GRADE
<br />MONO OR STEMWALL____.1
<br />2�
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />00
<br />z
<br />NOTE:
<br />*FOR BEARING WALL
<br />C14
<br />W/ UPLIFT ONLY
<br />FRAME WALL TO C.M.U. WALL CONNECTION
<br />rD
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />in.) 4"--\
<br />A
<br />U
<br />00
<br />SCALE: 3/4"=V-011
<br />Nr
<br />GRADE
<br />-(1) #5 REBAR w/ OPT.
<br />M
<br />=S.QREEN ENCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 3/4"=V-0"
<br />S3
<br />OPT: DEPRESS SLAB 5 Y2"
<br />DEEP AND 6" BEYOND
<br />BLOCK WALL BEYOND BLOCK WALL BEYOND
<br />DOOR TO RECEIVE
<br />EXPANSION JOINT
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14" 13"
<br />PAVERS _T O.H.D.
<br />O.H.D. RECESS RECESS
<br />Cl)
<br />I
<br />/L 'A A,' /I A
<br />7 4
<br />Cn 4
<br />I lllli�:Ill III Ili. . ... = - 7 . "!-
<br />A
<br />At Tir;,�" IV
<br />4. :4 80
<br />0? -7=
<br />4
<br />TF= 4"
<br />.4
<br />S E E A/S 3 0 R J /S 6 L17TFI �If_,TT L_ III
<br />FOR REINF. INFO. 3" MIN, CLEARANCE
<br />V-4" (1 STORY) / V-8" (1 STORY W/ DEPRESSED SLAB OPT.)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />�, �3
<br />ADDITIONAL INFORMATION.
<br />-IT.
<br />SEE A/S3 OR J/S6 VIT-1-IL-11 -
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STC RY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS
<br />SEE TYP. WALL SECTION FOR Sc
<br />ALE: N.T.S. '\,S 3
<br />ADDITIONAL INFORMATION.
<br />ce)
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" OIC
<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" 0 C. W/
<br />2x3/16" PLATE WASHER (TYP.)
<br />ELEV. 0'-0"
<br />(ALT: 1/2"x`12" TITEN HID @ 24"
<br />OIL
<br />A. F.F. ""
<br />O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />111
<br />@ 24" O.C.) 2
<br />ELEV. 4-3 1/2"
<br />z
<br />3 1/2" MIN.
<br />A.F.I.
<br />7
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />1E
<br />5/8"OR 1/2" HIGH STRENGTH
<br />N G T�
<br />\-TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />R
<br />BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
<br />T Y P E X'
<br />(U.N.O.) (OR %" GYP. TYPE"X" @
<br />'T
<br />B L,
<br />BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />M_//
<br />�13 L E RO
<br />GARAGE W/A HABITABLE ROOM
<br />0
<br />EACH END (WHEN PARALLEL)
<br />E A
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />E
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />S
<br />CONNECTIONS.
<br />CONNECTIONS.
<br />C 0
<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 />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12) 10d NAILS
<br />U.N.O.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />.C.14 W/
<br />2 "0
<br />5/8"' x 10" "J" BOLT @ 24" O.C. w/ -
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10'-0" (R302.1 1)
<br />2-0/16" PLATE WASHER (TYP.) -
<br />NOT EXCEEDING 10'-0" (R302.1 1)
<br />(ALT: 1/2"x1 2" TITE N H D @ 24"
<br />INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10'WEDGE ANCHOR
<br />INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />"SIMILAR AT FOUNDATION ONLY"
<br />IF NOTED, THIS REFERS TO THE
<br />SIMPSON SP1 W/ (10) 1 Od NAILS
<br />1'
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT
<br />x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />INCLUDE THE WALL
<br />'2
<br />x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />ATTACHMENTS 211
<br />WWF OR FIBERMESH
<br />/6
<br />N.
<br />3 1/2" MI
<br />A t>
<br />1/2"(Mii
<br />I: 7�_,u
<br />71LI 17,
<br />00 2 -11 1 �FUI 5;11 F, 00
<br />C
<br />� 1
<br />"
<br />I
<br />F
<br />\
<br />31
<br />2
<br />(n
<br />31/
<br />IL
<br />�;IL
<br />T
<br />..... I ummr
<br />=1 I F�_ I Mr 11
<br />(2) #5 CONT. 4" V-4" 81, (2) #5 CONT. 4" _'-4
<br />U.N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL STEP (CD SHEARWALL TYPICAL BEARING WALL @ STEP
<br />2 4
<br />"SHEAR WALL"
<br />SCALE: 3/4"=V-0"
<br />CIV
<br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.
<br />2x STUDS @ 16" O/C
<br />'0
<br />INSULATION PER FBC AND ENERGY
<br />FORM SUBMITTED WITH PERMIT
<br />2x BLOCKING HORIZONTALLY@
<br />APPLICATION
<br />INTERVALS NOT EXCEEDING
<br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />10'-0" (R302.1 1)
<br />LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16"
<br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH.
<br />CONTINUOUS TO FOOTER BELOW 90 OCKDETAIL
<br />PLATE WASHER TYPICAL
<br />3RD LAYER 1/8" THICK.
<br />@ K.O. BLOCK
<br />MIN. 2500 PSI CONCRETE SLAB W/
<br />SIMPSON SP1 W/ (10) 1 Od NAILS @ EA. STUD
<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 />FIBERMESH
<br />WEEP SCREED INSTALLED
<br />7_�
<br />BAR
<br />-1
<br />E
<br />PER MFR INSTRUCTIONS
<br />N'�'-#3 OR #4 REINFORCING BAR
<br />0
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />I
<br />m . I, -
<br />FINISH GRADE 60
<br />2
<br />25" MIN. LAP [30" MIN. LAP]
<br />[GRADE 60 MIN. Fy-- 60ksi)
<br />,
<br />7
<br />-
<br />6 MIL VAPOR BARRIEFT
<br />I
<br />, t> I> , . A
<br />-1 7-
<br />'1 = I I=
<br />I 1 1 R. 11f.7i
<br />M IMZ
<br />=1 r:;-_
<br />r; CN
<br />-1 _:�_ -
<br />0?
<br />;w__
<br />2
<br />e A�A 777-,
<br />--- --- \ "A'
<br />R 17/8"
<br />#5 REINFORCING BAR
<br />0!; 1 APSPI IrF
<br />0
<br />COMP. SOIL. (COMPACTED TO A t,
<br />95% MODIFIED PROCTOR ASTM
<br />D1557)
<br />4" V-4"
<br />TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SCALE: 3/4"=V-0"
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />P.T. 2x
<br />01-01,
<br /><
<br />4.. . i
<br />1/2" GYP. BID.
<br />-HOLD GYP. BID.
<br />1/2" FROM SLAB
<br />CONT. BEAD SEALk
<br />INTERIOR
<br />A.
<br />'A -31/211
<br />4
<br />CONCRETE NAILS W 1 1/2"
<br />EMBEDMENT @ 12" O.C.
<br />PLATE TO CONCRETE
<br />STAGGERED, FROM BOTTOM
<br />(MIN. SHEAR 180# MIN.
<br />TENSION 120#)
<br />E
<br />co 6 MIL VAPOF
<br />BARRIER
<br />CONCRETE SLAB
<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
<br />BEAD SEALANT
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />ce)
<br />A. _j I
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />K
<br />S3
<br />1/2"(min.)- 4"
<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 />SPACEANCHOR
<br />BOLTS 6" MAX FROM
<br />END OF 2" x PLATE
<br />Uj
<br />0
<br />Ji
<br />0 >
<br />_j
<br />0-
<br />U)
<br />a_
<br />1>
<br />0
<br />-'---#6 REINFORCING BAR #5 STD, 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS rF
<br />SCALE: N.T.S.
<br />3
<br />FRAME -DOWN FALSE BEAM W/ (3) SEE PLAN
<br />1 Od NAILS TO TRUSS TOP CHORD
<br />FOR TRUSS
<br />x
<br />x
<br />AT 24" O.C. M x
<br />x
<br />CONNECTION INFO
<br />SEE PLAN FOR x
<br />f1h
<br />& LAYOUT DESIGN
<br />TOP OF BEAM `V
<br />SEE ROOF PLAN
<br />00
<br />(2) HTS20 FOR STRUCTURAL
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />2X4 #2 SYP P.T. FRAMING W/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />U)
<br />LU
<br />0
<br />SCHEDULE
<br />SEE PLAN FOR STRUCTURAL
<br />SEE DETAIL 16/D1 FOR
<br />-1
<br />LU
<br />LU
<br />LU
<br />U)
<br />COLUMN SIZE AND BASE
<br />CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"0" TAPCONS AT 8"
<br />COLUMN TO PORCH SILL
<br />O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />J TRIM PER PLAN
<br />ATTACHMENTS
<br />z
<br />SQUARE CMU BLOCK BASE,
<br />U)
<br />UJ
<br />0
<br />SIZE VARIES PER PLAN
<br />W/ MIN, (2) #5 VERTICALS
<br />FILLED SOLID (SEE PLAN FOR
<br />S IZE AND REINFORCEMENT)
<br />U)
<br />BRICK PAVERS or SLAB PER
<br />01- 0" FIN. FLR.A
<br />`V
<br />MMUNITY SPECS
<br />J
<br />0
<br />P3 We- I ILI]
<br />(2) #5 CONT.-f
<br />ON 3" CHAIRS V-4"
<br />(TYP.)
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />-10" (R302.1 1)
<br />10'
<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 />6 x 6 W1.4 x W1.4
<br />M
<br />WWF OR FIBERMESH
<br />t.
<br />. 1 11 1 �1111
<br />99
<br />TYPICAL INTERIOR BEARING
<br />WALL W/ UPLIFT
<br />SCALE: 3/4"=V-0"
<br />1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4
<br />C�!
<br />G
<br />E
<br />SEE A/S3/J/S6
<br />FOR REINF. INFO.
<br />OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION.
<br />SLAB STEP & RECESS S.G.D. ��M
<br />S3
<br />SCALE: 3/4"=V-0"
<br />MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD E=
<br />CONT. FOOTING STEE MAT REINFORCING.
<br />z
<br />00 GRADE
<br />Z
<br />LU
<br />P:
<br />I I in
<br />0 LLJ 4 z
<br />I U)
<br />on
<br />m: - x
<br />U_
<br />�'�FOOTING
<br />0
<br />BEYOND
<br />PAD REINFORCEMEN
<br />3" MIN. CLEARANCE
<br />L
<br />(SEE SCHEDULE)
<br />FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL rN
<br />SCALE: N.T.S.
<br />C=
<br />C,
<br />C"
<br />Uj
<br />CN. C=
<br />cc Cj
<br />=
<br />LA.-
<br />%
<br />-z
<br />4j -i
<br />Cc
<br />=
<br />Cj
<br />00;Njj
<br />0
<br />%
<br />�z
<br />U
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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
<br />7th Edition, Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />d seal.
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<br />JOB
<br />NO 23-06131
<br />SCALE AS NOTED
<br />SHEET NO.
<br />S3
<br />(MONO)
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