|
L
<br />_______________
<br />I
<br />I
<br />I I
<br />I I
<br />I I
<br />I I
<br />L — — — — — — — — — — — — — — — J
<br />0
<br /><V
<br />9
<br />0
<br />in o
<br />L0
<br />4
<br />J
<br />S6
<br />TYP @
<br />2 STRY
<br />D
<br />TEMP
<br />O
<br />EGRESS
<br />50'-0"
<br />10'-9"
<br />14'-9"
<br />24'-6"
<br />< OF COL.4"
<br />14'-5"
<br />5'-0"
<br />14'-4"
<br />5'-2"
<br />MIN. (3) 2X4 #2 SPF
<br />10
<br />4x4 #2 SYP P.T. COLUMNS @ BEAM
<br />0
<br />POST W/ PAU44 BEARING
<br />@BASESE
<br />G
<br />O
<br />C
<br />O
<br />V=
<br />24'-2"
<br />5'-9" 5'-9" I
<br />— — — — — — — — — — — — — — —
<br />T-0" T-0"
<br />— —
<br />I
<br />0
<br />I
<br />10
<br />O LU
<br />�
<br />w
<br />I
<br />a.
<br />W
<br />_
<br />N
<br />I
<br />CV
<br />EGRESS
<br />14
<br />13
<br />_
<br />�
<br />MASTER BEDROOM
<br />8'-0" CLG.
<br />MIN. (3) 2X4 #2 SPF
<br />COLUMNS @ BEAM
<br />BEARING
<br />n
<br />BEDROOM #5 N
<br />8'-0" CLG. o
<br />7'-8" 3'-6"
<br />14'-2 1/2" 5'-3 1/2"
<br />LO
<br />5'-0"
<br />13'-8"
<br />=
<br />1 R/1 SHLF
<br />— —
<br />— — — — — — — — —
<br />— —
<br />O
<br />(08'-0"
<br />MEDIA/BONUS ROOM
<br />o
<br />W.I.C.
<br />D
<br />CLG.
<br />� I
<br />-
<br />=
<br />CLOSET
<br />d
<br />I
<br />i0
<br />ALL SHOWER
<br />I LL `
<br />I z
<br />GLASS TO BE
<br />I t
<br />1 R/1 SHLF
<br />2'-4 " 50
<br />—TEMPERED
<br />to
<br />Y
<br />g
<br />TUB
<br />J
<br />0
<br />CV
<br />4
<br />r\\`1
<br />lb
<br />6.
<br />O-,7'
<br />ti
<br />4'-0"
<br />BATH 3
<br />3
<br />WC 8'-0" CLG.
<br />4'
<br />-
<br />514'-8
<br />0
<br />p
<br />A
<br />o
<br />10
<br />5'-0"
<br />6'-6" -L
<br />6'-10" 3'-11" 3'-81/2" V-101/2"
<br />O4
<br />M
<br />a, 5 N.
<br />ASTER BATH
<br />LAV
<br />8'-0" CLG.
<br />0
<br />N
<br />MIN 22 1/2 X
<br />36 ATTIC
<br />4 SHLVS
<br />M
<br />O
<br />ACCESS
<br />12 12 2-2 I
<br />I
<br />I
<br />9
<br />5 �j
<br />9'-9"
<br />I
<br />3'-4"
<br />4'-4 1/2" 5'-11"/
<br />Lee
<br />o
<br />---------
<br />I
<br />LL
<br />6
<br />N i o
<br />BEDROOM #4
<br />I
<br />_ I
<br />_J
<br />n I
<br />W.I.C.
<br />I
<br />I
<br />It �'
<br />TU
<br />_
<br />8'-0" CLG. `"
<br />I
<br />------ ---� A #1 = L
<br />--- A #2� U `- 1R/1SHLF
<br />C
<br />-
<br />L�
<br />II
<br />----
<br />,'
<br />o
<br />4 � 1R/1SHLF
<br />42"H.WOOD HALF
<br />WALL OSB BACKING
<br />LO
<br />I 5 -----------
<br />I N CLOSET
<br />w/
<br />OR OPT. 36" H. RAILING
<br />I
<br />6
<br />I I
<br />7 w
<br />22
<br />D1
<br />TEMP
<br />8
<br />I
<br />I
<br />7
<br />-
<br />11 5 11
<br />11 9 D2
<br />E
<br />_
<br />10 SIM. W/
<br />f
<br />I
<br />CLOSET = �,
<br />I I 11 BEAM
<br />I
<br />ao >
<br />1 R/1 SHLF113
<br />I 12
<br />I
<br />I I
<br />I
<br />1R/1SHLF `r
<br />114 BEDROOM #2
<br />5
<br />------� ---
<br />I _ 8'-0" CLG.
<br />15 co w
<br />DZ
<br />I
<br />I
<br />4
<br />S 0
<br />I�
<br />;
<br />01
<br />L� DN 16
<br />`
<br />1
<br />7
<br />O
<br />17
<br />p
<br />co
<br />LIL
<br />8'-9" 2'-9"
<br />3'-8
<br />1/2"
<br />3'-1 1/2" 10'-8"
<br />LAV
<br />_t_.. .�._?)
<br />O
<br />6r5-
<br />$..
<br />C
<br />O12'-0"
<br />0
<br />i
<br />_
<br />a
<br />EGRESS
<br />0
<br />5
<br />BATH
<br />2 we ti
<br />8
<br />8'-0
<br />CLG. H
<br />O
<br />$
<br />BEDROOM #3!J
<br />_
<br />8'-0" CLG.
<br />I
<br />c9
<br />TUB
<br />N
<br />i
<br />'
<br />EGRESS
<br />1 3
<br />O
<br />"
<br />6-7"
<br />12''
<br />5'-2" 5'-2"
<br />17'-5"
<br />2'-11
<br />a10
<br />I
<br />I
<br />19'-4"
<br />i i
<br />10'-4"
<br />20'4"
<br />Iit
<br />,t I
<br />- RRAn-1
<br />50'-0"
<br />1/4" = 1'-0"
<br />L
<br />EGRESS
<br />O
<br />S6 0
<br />TYP @ 2 STRY
<br />CV
<br />d
<br />�— 60" X 48'
<br />SHOWER
<br />PAN
<br />TEMPERED
<br />GLASS SHOWER
<br />ON 42' HT. LOW
<br />WALL
<br />O
<br />TEMP iv
<br />0
<br />N
<br /><V
<br />E0
<br />0
<br />N
<br />cm
<br />LEGEND
<br />INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR
<br />LOAD BEARING). 8'-0" TOP OF CMU
<br />INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR 111111111113
<br />LOAD BEARING). 9'4" TOP OF CMU
<br />INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR
<br />LOAD BEARING). 10'-0" TOP OF CMU
<br />INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR 71
<br />LOAD BEARING). 10'-8" TOP OF CMU
<br />INDICATES WALLS TO BE UTILIZED FOR TRUSS
<br />BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O.
<br />INDICATES WALLS TO BE UTILIZED FOR TRUSS
<br />NON -BEARING 2x4 WOOD STUDS @ 24" O.C. U.N.O.
<br />INDICATES WET WALLS, 2X WOOD STUDS
<br />@ 12" O.C.
<br />WATER HEATER:
<br />PROVIDE MIN. 48 GALLON WATER HEATER
<br />WET AREAS:
<br />ALL WET AREAS TO BE FRAME WITH STUDS @ 12" O.C.
<br />WATER HEATERS SHALL BE INSTALLED A MIN. OF 18"
<br />ABOVE FLOOR PER FBCR G2408.2
<br />EXCEPTION: APPLIANCES THAT ARE LISTED AS FLAMMABLE
<br />VAPOR IGNITION RESISTANT. DO NOT HAVE TO HAVE THE
<br />IGNITION SOURCE ELEVATED.
<br />O DOOR SCHEDULE
<br />MARK
<br />WIDTH
<br />HEIGHT
<br />THICKNESS
<br />COMMENTS
<br />1
<br />3-0
<br />6-8"
<br />1 3/4"
<br />SOLID ENTRY w/ 12" SIDE LITE-TEMPERED
<br />2
<br />2'4"
<br />6-8'
<br />1 3/4"
<br />S.C. FIRE RATED SELF CLOSING DOOR
<br />3
<br />(2) Z-6"
<br />6-8'
<br />1 1/2"
<br />H.C. INTERIOR
<br />4
<br />2'-0"
<br />6-8"
<br />11/2"
<br />H.C. INTERIOR
<br />5
<br />2'-8"
<br />6-8"
<br />11/2"
<br />H.C. INTERIOR
<br />6
<br />2'-6"
<br />6-8"
<br />11/2"
<br />H.C. INTERIOR
<br />7
<br />5'-0"
<br />6-8"
<br />NOM.
<br />BI-FOLD
<br />8
<br />16-0"
<br />T-0"
<br />-----
<br />OVERHEAD GARAGE DOOR
<br />9
<br />2'4"
<br />6'-8"
<br />1112"
<br />H.C. INTERIOR
<br />10
<br />9'-0"
<br />8'-0"
<br />-----
<br />SLIDING GLASS DOOR -TEMPERED
<br />11
<br />4'4"
<br />6-8"
<br />NOM.
<br />BI-FOLD
<br />12
<br />2'-8"
<br />6-8"
<br />1 1/2"
<br />H.C. INTERIOR - CUT TO FIT- AHU
<br />13
<br />(2) 2'-6"
<br />6'4"
<br />1 3/4"
<br />FRENCH DOOR SINGLE LITE -TEMPERED
<br />14
<br />2'-6"
<br />64"
<br />1 3/4"
<br />FRENCH DOOR SINGLE LITE -TEMPERED
<br />15
<br />(2) 2'-0"
<br />6'-8"
<br />1 1/2"
<br />H.C. INTERIOR POCKET DOOR
<br />O WINDOW SCHEDULE
<br />FIR T FL OR WIND W
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />REMARKS
<br />A
<br />35 SH
<br />53 7/8" x 63"
<br />8'-0"
<br />1
<br />B
<br />(2) 25SH
<br />75 1/2""x63"
<br />8'-0"
<br />1
<br />SECOND FLOOR WINDOWS
<br />MARK
<br />TYPE
<br />ROUGH OPENING
<br />HEAD HEIGHT
<br />REMARKS
<br />C
<br />25 SH
<br />36 1/4" x 62 1/4"
<br />T-2"
<br />1
<br />D
<br />3040 SH
<br />36 1/4" x 48 1/4"
<br />T-2"
<br />1
<br />E
<br />24 SH
<br />36 1/4" x 50"
<br />T-2"
<br />1
<br />F
<br />112 33 SH
<br />25 3/4" x 37 5/8"
<br />T-2"
<br />1
<br />G
<br />35 SH
<br />52 3/8" x 62 1/4"
<br />T-2"
<br />1
<br />H
<br />34 SH
<br />52 3/8" x 50"
<br />T-2"
<br />1
<br />NOTES:
<br />CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE
<br />(FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY.
<br />HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.)
<br />WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED
<br />FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION.
<br />1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE
<br />CONFIGURATIONS.
<br />2. HEIGHT AT ROUND TOP ALLOWS 2" FOR ARCH FRAMING
<br />DISCLAIMER
<br />IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL
<br />INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF
<br />CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC.
<br />IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR
<br />CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. &
<br />FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION.
<br />NO EXCEPTIONS.
<br />GENERAL NOTES
<br />I. MISCELLANEOUS
<br />a. PLANS ARE TO SCALE AS NOTED, UNLESS SPECIFIED N.T.S
<br />DO NOT SCALE PLANS.
<br />b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR
<br />TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES.
<br />c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THICKNESS DIMENSIONS
<br />MAY BE + OR -.
<br />2. EXTERIOR WALLS:
<br />a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING.
<br />b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.
<br />c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/2" GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED
<br />@ 16" O.C. ATTACH FURRING TO CONCRETE WALL AS REQUIRED.
<br />d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS.
<br />3. INTERIOR WALLS:
<br />a. WOOD FRAMING:
<br />i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH,
<br />SHALL BE PRESSURE TREATED.
<br />ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH
<br />POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX.
<br />iii. ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ 16" O.C. WITH DOUBLE TOP PLATE.
<br />TOWNHOMES
<br />iv. FIREBLOCKING/ DRAFT STOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN
<br />LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOOR
<br />SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.2.1/R302.11 OF THE 2014 FBRC
<br />CODE.
<br />4. WOOD:
<br />a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA)
<br />"NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.
<br />b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED.
<br />c. SEE STRUCTURAL GENERAL NOTES.
<br />5. FINISHES:
<br />a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD.
<br />b. ALL INTERIOR WALLS SHALL HAVE STANDARD Y2" GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS.
<br />c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2' DENSSHIELD TILE BACKER GYPSUM BOARD.
<br />d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BD.
<br />e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE Y2" SAG- RESISTANT GYP SOFFIT BOARD.
<br />f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE.
<br />g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR
<br />GLASS MAT GYPSUM BACKERS R702.3.8.1 /R702.4.2 2014 FBRC
<br />h. FBC2014 TABLE R302.6: 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH
<br />HABITABLE ROOMS ABOVE. ''Y? MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS.
<br />6. CABINETS:
<br />a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET
<br />ELEVATIONS SHOWN ON THESE DRAWINGS.
<br />b. SEE SUPPLIER / MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS.
<br />7. HARDWARE:
<br />a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10.
<br />8. WINDOW & DOORS:
<br />a. MISCELLANEOUS:
<br />i. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH,
<br />SHALL HAVE PRECEDENCE OVER THE WINDOWAND DOOR SCHEDULES ON PLAN.
<br />ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS,
<br />AND ROUGH OPENINGS PRIOR TO DELIVERY.
<br />iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's.
<br />iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's.
<br />v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2014
<br />FBRC.
<br />vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS
<br />WINDOW UNITS PRIOR TO INSTALLATION.
<br />vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS.
<br />PROVIDE SHUTTERS CERTIFIED TO
<br />MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER
<br />APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION
<br />INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS.
<br />viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE
<br />TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN
<br />LABEL.
<br />b. INSTALLATION:
<br />i. WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
<br />INSTALLATION INSTRUCTIONS.
<br />ii. ALL WINDOW HEADS SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS:
<br />1. FIRST FLOOR AT 8'-0".
<br />2. SECOND FLOOR PER PLAN.
<br />c. ASSEMBLIES:
<br />i. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 612
<br />ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Y4"x 3" TAPCONS, 6" FROM EDGES AND
<br />16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND.
<br />iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION
<br />OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE.
<br />N. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS.
<br />d. TESTING:
<br />i. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA
<br />101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/I.S.2/A440 OR
<br />TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR
<br />ASTM E 1300-04 02) PER R612.3 IN THE 2014 FBRC
<br />J. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE
<br />(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE.
<br />9. INSULATION:
<br />a. INSULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION.
<br />b. INSULATE CONDITIONED ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. INACCESSIBLE ATTIC SPACE
<br />SHALL RECEIVE R-30 BATT INSULATION.
<br />c. INSULATE ALL CMU WALLS (THAT REQUIRE V P.T. FURRING STRIPS) WITH R4.1 FI-FOIL PANELS.
<br />d. APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND:
<br />i. WINDOW FRAMES
<br />ii. EXTERIOR DOOR FRAMES
<br />iii. GAPS AROUND PIPES, VENTS, OUTLETS, ETC.
<br />e. INSULATE ALL ATTIC KNEE WALLS WITH R-19 BATTS.
<br />f. APPLY OWENS CORNING ENERGY COMPLETE TO THE TOP OF ALL CONDINTIONED SPACE
<br />WALLS THAT INTERACT WITH UNCONDITIONED ATTIC SPACE ABOVE.
<br />AREA CALCULATIONS
<br />1st FLR. LIVING
<br />1,912 SQ.
<br />FT.
<br />2nd FLR. LIVING
<br />2,347 SQ.
<br />FT.
<br />TOTAL LIVING
<br />4,259 SQ.
<br />FT.
<br />PORCH
<br />177 SQ.
<br />FT.
<br />COVERED LANAI
<br />167 SQ.
<br />FT.
<br />REAR BALCONY
<br />166 SQ..
<br />FT.
<br />GARAGE
<br />722 SQ.
<br />FT.
<br />TOTAL
<br />51491 SQ.
<br />FT.
<br />t
<br />0
<br />r O Q E
<br />���®
<br />L7 (,-4 0-) ui
<br />N � _ J � � 0
<br />LL
<br />� -0 rr
<br />o c x.2)
<br />CD
<br />� tcS
<br />°
<br />w
<br />9 O
<br />d
<br />f
<br />t;
<br />ago
<br />��z�
<br />W 1:N
<br />^� �$N
<br />o�
<br />c
<br />W Z O
<br />0
<br />F 00 p
<br />V:L:.N
<br />O
<br />p ��.
<br />u, � 0
<br />Q
<br />R,
<br />Loa
<br />,a,
<br />z
<br />o � ,-e a0 I-SN
<br />z ? !j
<br />w
<br />o
<br />o�
<br />z �
<br />w °
<br />Z,To
<br />0
<br />cn _ r. rx
<br />x h
<br />oWLU
<br />N Q N
<br />2oxE
<br />o
<br />W
<br />_M
<br />v ❑
<br />0 F-D
<br />C
<br />o
<br />IWD'9u: SCIA' AkAk
<br />�;
<br />r
<br />•
<br />�x
<br />LO
<br />a
<br />UJ
<br />co
<br />_
<br />,
<br />!0000
<br />--
<br />a
<br />, f
<br />I
<br />W
<br />O
<br />a
<br />0
<br />U
<br />U _
<br />> title:
<br />7nr) 1=I rinP DI A hl
<br />0
<br />0
<br />z project no. 2017447
<br />o' checked: Ab/MCA
<br />drawn:
<br />LO date:
<br />07-27-17
<br />r
<br />N scale:
<br />AS SHOWN
<br />0
<br />I
<br />!Y
<br />}
<br />0
<br />La
<br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.
<br />
|