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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.)
<br />1111� VARIES
<br />INSUL
<br />2x BLOCKING HORIZONTALLY@
<br />2x #2 SPF STUDS INTERVALS NOT EXCEEDING
<br />@ 16" O.C. W1 (2) 10'-0" (R302.1 1)
<br />16d TOFNAIIS T & R v
<br />FOR UNDERLAYMENT
<br />REQUIREMENTS SEE R905.1.1 I r I , 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF 2�
<br />.PRE ENGINEERED WOOD APPLICABLE.
<br />TRUSS @ 24" O.C. U.N.C.
<br />2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & C�
<br />WWF OR FIBERMESH
<br />HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE
<br />TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3"
<br />6 x 6 W1.4 x W1.4
<br />METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) A
<br />MOISTURE BARRIER
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />D7158-CLASS G or H, or ASTM �I iW
<br />D3161 -CLASS F, IN
<br />ACCORDANCE w/ TABLE
<br />R905.2.6.1, FLORIDA BUILDING
<br />Ml I �=l
<br />CODE 7TH EDITION (2020) 8"
<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. VARIESJJ_'� I SEE TYP. WALL SECTION SCALE: 3/4"=V-10"
<br />5/8" 0 R 1/2" HIGH
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />ALUMINUM DRIP
<br />AL
<br />EE
<br />EDGE
<br />FASCIA
<br />jffALUMINUM
<br />W/A HABITABLE ROOM
<br />12" 2x SUB FASCIA
<br />ABOVE) W/DRYWALL
<br />EE STRUCTURAL
<br />SCREWS @ 7" O.C.
<br />SOFFIT SHEET SS
<br />SC
<br />CEILING & 8" O.C. WALLS
<br />8"x8"X1 6" 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 />7,,
<br />TYPE 'IS" 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 />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONIC. SLAB
<br />m
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />U)
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />LU
<br />NOTE: EXTE N D
<br />W1.4XW1.4 WWF OR
<br />"FIBERMESH"
<br />DECO FINISH 4" to 6"
<br />BELOW GRADE
<br />00
<br />M11-
<br />6 M11 VAPOR
<br />BARRIER
<br />If
<br />M�E
<br />,7 4
<br />COMP. SOIL.
<br />T
<br />(COMPACTED TO 95%
<br />El I
<br />I I I
<br />MODIFIED PROCTOR
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.-/
<br />ON 3" CHAIRS TYP.
<br />114" (1 STORY)l
<br />STD. 90 NOOK (SEE
<br />U.N.O.
<br />L�28"
<br />(2 STORY)l
<br />DETAIL)
<br />TYPICAL WALL SECTION
<br />rA
<br />SCALE: 3/4" = V-0"
<br />� �3
<br />OPT: DEPRESS SLAB 5)/21,
<br />DEEP AND 6" BEYOND
<br />DOOR TO RECEIVE BLOCK WALL BEYOND
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB 14"
<br />O.H.D. RECESS
<br />PAVERS-\
<br />4
<br />SEE A/ S3 OR J/S6 L11T_L1rT__1P1_ I I �,, r-, F-I —,r-.
<br />FOR REINF. INFO. 13" MIN. CLEARANCE
<br />114" (1 STOR") / 1 1-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />11 1 8" (2 STOW )
<br />GARAGE DOOR SLAB RECESS rj-J�
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S.
<br />ADDITIONAL INFORMATION.
<br />80
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR Y8" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE)
<br />S.P.F. DOUBLE
<br />8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12) 1 Od NAILS
<br />1 /011 (�[%V DI \/AAtnr)r-I n0 -7/1 QII n 0 D
<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 41' O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"' x 10" "J" BOLT @ 24" O.C. W/ -
<br />z X,)/10
<br />ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN H D @ 24"
<br />A. F. F. O.C. OR 5/8"xl O'WEDGE ANCHOR
<br />@ 24" O.C.) 2"
<br />z 3 1/2" MIN.
<br />ELEV. 4-3 1/2' A"I i-
<br />\,W U
<br />A.F.F 0
<br />2X4 CONT. U_
<br />L
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH —
<br />BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />ONNECTIONS.
<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" (R302.1 1)
<br />2-0/16" PLATE WASHER (TYP.) -
<br />(ALT: 1/2"xl 2" TITEN H D @ 24"
<br />INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"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 W1.4
<br />INCLUDE THE WALL
<br />WWF OR FIBERMESH
<br />ATTACHMENTS
<br />CN D, I
<br />00
<br />GARAGE DEPTH VARIES (3 1'1'2"(min.),- 4"..
<br />(2) #5 CONT. �7
<br />4" V-4" 8"
<br />U.N.O. MIN.
<br />G G� GARAGE SLAB AT STEP B TYPICAL BEARING WALL (cD STEP (q) SHEARWALL
<br />a.) SCALE: 3/4"=V-0" ���3 "SHEAR WALL" SCALE: 3/4"=V-0"
<br />/1-2x S.P.F. STUDS @ 16" O.C.
<br />—4
<br />STUD
<br />LOAD BEARING OR
<br />,,,,,2x
<br />EXTERIOR WALL
<br />8" C M U
<br />1 " x P'. T: S'T U D
<br />SEE CC/S3 OR
<br />#5 VERT. IN FILLED CELL
<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)
<br />5/8" x 6" EPDXY BOLT OR
<br />(6) 1/4"x3 1/4" TAPCONS
<br />*SIMPSON SP1
<br />SPACED EVENLY
<br />w/ (10) 1 Od NAILS
<br />2x P.T. PLATE
<br />TYP.
<br />ASSUMED FINISHED
<br />GRADE
<br />MONO OR STEMWALL
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />00
<br />z
<br />NOTE:
<br />*FOR BEARING WALL
<br />Oil
<br />W/ UPLIFT ONLY
<br />_T_ 7-��
<br />FRAME WALL TO C.M.U. WALL C'ONN�ECTION
<br />F
<br />rD
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" � �K
<br />SLAB INFORMATION.
<br />6 x 6 W1.4 x W1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4"--\
<br />= zzl- GRADE
<br />00
<br />#'5 R E -0 A R w 0 P T.
<br />I�EEI I I�l I MI I itttl I I.F [11EI I I
<br />1= I 11z: QREFN �NCLOSURE
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE: 314"=V-0" � S3
<br />EXPANSION JOINT� 13 1 1--- BLOCK WALL BEYOND
<br />---i r-0,H.D. RECESS
<br />4 7
<br />7
<br />-4 1 1 0?
<br />41'
<br />A
<br />SEEA/S30RJ/S6--- -IL1T7—iiL1-1FL1J1 .. �' I --i 111
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />V-4" (1 STORY)
<br />V-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS ri
<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 />1 U-10" (R302.1 1)
<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 />tj I 1=1 I 1=1 I I=
<br />6 MIL VAPOR BARRIERF >
<br />j=_=
<br />7
<br />3 1/2" MIN.
<br />1/2"(min')- 4"
<br />00
<br />31/21 (min..).-4'f._-,i r=,lLiT,_M
<br />(2) #5 CONT. 4"
<br />U.N.O. MIN.
<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 1 U-10" (R302.1 1)
<br />-INSULATION PER CHART ON FLOOR PLAN
<br />-SIMPSON SP1 w/ (110) 1 Old NAILS
<br />,,,,2x P.T. BOTTOM PLATE
<br />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />x
<br />NIS
<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 W1 TOTAL THICKNESS 7/8" OVER
<br />EA
<br />3RD LAYER 1/8" THICK. K.O. BLOCK
<br />SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD
<br />2X FIT PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING
<br />BAR
<br />WEEP SCREED INSTALLED
<br />PER MFR INSTRUCTIONS "�'-#3 OR #4 REINFORCING BAR
<br />2� #3 & #4 LAP SPLICE GRADE 40 MIN. y-- 4 S1
<br />Y=
<br />FINISH GRADE 60 2 25" MIN. LAP [30" MIN. LAP] [G RAD E 60 M I N. Fy= 6'0'ks],ij
<br />Id I
<br />rl�_E Fir—m 0? I'll Ax I�
<br />.... .... ....
<br />----#5 REINFORCING BAR
<br />=T -I[:-. _. 1 T_. =
<br />I [;A 1- 04
<br />I-111-111-1 — lt.r) I AP RPI IrF
<br />COMP. SOIL. (COMPACTED TO . . \ — 1-1
<br />-11Ij III - '�, r �`. T
<br />95% MODIFIED PROCTOR ASTM ia r:':
<br />D 1557) W31=—.. El r=—.Ml I i-i I I I'D I F
<br />111 116-111-1
<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 />21' HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />01-011
<br />Off CONT. BEAD SEALA�
<br />A , <
<br />INTERIOR
<br />-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 />4
<br />a IF
<br />00
<br />F_
<br />1 0 R
<br />BARRIER
<br />14" 14"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=1'-0'f
<br />- 2X STU DS @ 24" 0. C. U. N. 0.
<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 />6 x 6 W1.4 x W1.4
<br />WWF OR FIBERMESH
<br />K
<br />S3
<br />J/ -A
<br />_V_777X� \xx/ xxx/,xxx, \xxy \xxz xxx/\l
<br />-#6 REINFORCING BAR #5 STD. 90 H00H
<br />1/2"(mirl
<br />IYFJ1UAI_IJIzANINUVVAI_L(CVbIlzF CC
<br />SCALE: 3/4"=V-10" S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />1 Od NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />< BOLTS 6" MAX FROM
<br />U-1 END OF 2" x PLATE
<br />uj
<br />a
<br />L) L
<br />_j
<br />Cl)
<br />a_
<br />U-1 I= M
<br />co
<br />(2) #5 CONT.-f I -=I lj��Lj I
<br />ON 3" CHAIRS
<br />(TYP.) 1 8"
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.1 1)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 If
<br />O.C, W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />= _71
<br />6 x 6 W1.4 x W1.4 C�!
<br />WWF OR FIBERMESH
<br />C?
<br />8"
<br />TYPICAL INTERIOR BEARING
<br />REBAR DETAILS Il F� WALL w/ UPLIFT rG
<br />SCALE: N.T.S. SCALE: 3/4"=V-0" 1\13�
<br />VARIES
<br />SEE PLAN
<br />FRAME -DOWN FALSE BEAM w/ (3)
<br />10d NAILS TO TRUSS TOP CHORD FOR TRUSS
<br />AT 24" O.C. MAX.
<br />SEE PLAN FOR CONNECTION INFO
<br />1 1/2 RECESSFOR---�7
<br />0 1.4 X 1.4
<br />r
<br />A
<br />4
<br />TOP OF BEAM & LAYOUT DESIGN
<br />1-f
<br />A . . . . . . . . . . . . . . C, I .:T
<br />SEE ROOF PLAN
<br />HTS20 FOR STRUCTURAL
<br />00
<br />C-) Cj
<br />(2)
<br />41
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />co
<br />/-2x4 P.T.
<br />PLATE
<br />7/16'
<br />O.S.B.
<br />COLUMN LOCATION
<br />I F
<br />I M.
<br />2x4 #2 SYP P.T. FRAMING w/
<br />7
<br />SEE A/S3/J/S6
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />0
<br />ATTACHED PER NAILING
<br />FOR RI FO
<br />OPTION #1
<br />!�
<br />SCHEDULE
<br />>
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />LU
<br />SEE PLAN FOR STRUCTURAL
<br />SLAB INFORMATION,
<br />LU
<br />COLUMN SIZE AND BASE
<br />UJ
<br />CONNECTION INFO.
<br />SLAB STEP & RECESS (,@ S.G.D. M
<br />U)
<br />SCALE: 3/4"=V-Off
<br />SEE DETAIL 16/D1 FOR
<br />o r-1, U r % It- ZX4 r. I . o I M. r LIA I Izz
<br />w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />MASONRYWALLAND
<br />ATTACHMENTS & 18/D1
<br />PAD FOOTING
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />8" MASONRY WALL
<br />ATTACHMENTS
<br />EXTEND FILL CELLS
<br />TO FOUNDATION PAD
<br />z
<br />0
<br />SQUARE CMIJ BLOCK BASE,
<br />CONT. FOOTING STEEL-\
<br />MAT REINFORCING. C-'j
<br />LU
<br />SIZE VARIES PER PLAN
<br />>
<br />Ji
<br />W/ MIN. (2) #5 VERTICALS
<br />00 GRADE
<br />_j
<br />L
<br />FILLED SOLID (SEE PLAN FOR
<br />LU
<br />LU
<br />SIZE AND REINFORCEMENT)
<br />Lu
<br />J
<br />LU
<br />U)
<br />Z=
<br />F- UJI 0
<br />LU
<br />L)
<br />0'-0" FIN. FL
<br />0 — LU 14
<br />LU
<br />U3
<br />/-BRICK PAVERS or SLAB PER 0 0 T q_
<br /><
<br />U_ co
<br />COMMUNITY SPECS CIO
<br />LU
<br />FOOTING
<br />1; 0
<br />�7
<br />BEYOND
<br />PAD REINFORCEMENTJ 3" MIN. CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />I. SEE SCHEDULE
<br />PATIO COLUMN FTG. DETAIL
<br />SCALE: N.T.S. �3_
<br />CIQ
<br />LIJ
<br />C2
<br />2 L,
<br />M
<br />CC
<br />In
<br />C-4
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<br />W CD
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<br />CD
<br />W
<br />v
<br />C'�
<br />........ ....
<br />ONN
<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
<br />Flodda 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.
<br />0
<br />W
<br />ot E
<br />s, 8
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