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<br />— — — — — J
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<br />BOT. OF FLAT SOFFIT 8'-0"
<br />_' — — — — — ——_ —_ —_ —_ —_ —_ —_ —_ —_
<br />xx LINE_ OF BEAM ABV.
<br />LA HOWE I 1 ,—DOOR LOCATION
<br />W
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<br />1 SCREENED LANAI
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<br />BLOCK WALL 00
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<br />PLANS FOR STRAPPING
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<br />CENTER ON STAIRCASE
<br />INFO
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<br />1 U-0 1/2"
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<br />4'-10"
<br />8"
<br />4'-10" 4"
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<br />1 0
<br />HOLD FRAMING 3/4"
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<br />I I HANDRAIL
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<br />2'-0"
<br />16'-0"
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<br />20'-4"
<br />I 10'-4"
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<br />8"X8" CMU COL.
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<br />BEARING TOP OF COL @ —
<br />— DASHED LINE INDICATES COVERED PORCH I CD
<br />8'-0" W/ (1) #5'S VERT.
<br />I BOT. OF SOFFIT 8'-0" TYP. 9'-4" CLG. 1
<br />~
<br />TYP OF (3)
<br />— — — — — — — — — —
<br />STEP
<br />1
<br />CD
<br />20'-0" 1 6„
<br />8" 6„ 1 8'-1 1/2" 6" a6'5'-2 1/2" 6„ 8" 6„ 11'-8„
<br />70
<br />18 J
<br />D1 SIM 50'-0"
<br />Ole
<br />1st FLOOR PLAN ELEVATION "A'1
<br />1 /411 = 1'-0"
<br />v
<br />INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR
<br />LOAD BEARING). 8'-0" TOP OF CMU
<br />INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR
<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
<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.0
<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 />ITHICKNESS
<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'-8"
<br />6-8"
<br />1 3/4"
<br />S.C. FIRE RATED SELF CLOSING DOOR
<br />3
<br />(2) 2'-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 />11/2"
<br />H.C. INTERIOR
<br />10
<br />9'-01,
<br />8'-0"
<br />-----
<br />SLIDING GLASS DOOR -TEMPERED
<br />11
<br />4'-0"
<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 />6-8"
<br />1 3/4"
<br />FRENCH DOOR SINGLE LITE -TEMPERED
<br />14
<br />2'-6"
<br />6'4"
<br />1 3/4"
<br />FRENCH DOOR SINGLE LITE -TEMPERED
<br />15
<br />(2) 2'-0"
<br />6'4"1
<br />1 1/2"
<br />1 H.C. INTERIOR POCKET DOOR
<br />O WINDOW SCHEDULE
<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 />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 />1/2 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 />9
<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 />1.
<br />MISCELLANEOU.S
<br />a.
<br />PLANS ARE TO SCALE AS NOTED, UNLESS SPECIFIED N.T.S
<br />DO NOT SCALE PLANS.
<br />b.
<br />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.
<br />ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THICKNESS DIMENSIONS
<br />MAY BE + OR -.
<br />2.
<br />EXTERIOR WALLS:
<br />a.
<br />ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING.
<br />b.
<br />SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS.
<br />c.
<br />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.
<br />SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS.
<br />3.
<br />INTERIOR WALLS:
<br />a.
<br />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/ DRAFTSTOPPING 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.
<br />WOOD:
<br />a.
<br />WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA)
<br />"NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.
<br />b.
<br />ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED.
<br />c.
<br />SEE STRUCTURAL GENERAL NOTES.
<br />5.
<br />FINISHES:
<br />a.
<br />ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD.
<br />b.
<br />ALL INTERIOR WALLS SHALL HAVE STANDARD Y2" GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS.
<br />c.
<br />HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2" DENSSHIELD TILE BACKER GYPSUM BOARD.
<br />d.
<br />ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BD.
<br />e.
<br />ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE Y2" SAG- RESISTANT GYP SOFFIT BOARD.
<br />f.
<br />STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE.
<br />g.
<br />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.
<br />FBC2014 TABLE R302.6: 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH
<br />HABITABLE ROOMS ABOVE. Y2" MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS.
<br />6.
<br />CABINETS:
<br />a.
<br />CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET
<br />ELEVATIONS SHOWN ON THESE DRAWINGS.
<br />b.
<br />SEE SUPPLIER / MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS.
<br />7.
<br />HARDWARE:
<br />a.
<br />ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10.
<br />8.
<br />WINDOW & DOORS:
<br />a.
<br />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.
<br />WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's.
<br />iv.
<br />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.
<br />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. o
<br />viii.
<br />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 C
<br />LABEL.
<br />b.
<br />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". C
<br />2. SECOND FLOOR PER PLAN.
<br />c.
<br />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 s
<br />16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND.
<br />iii.
<br />BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION c
<br />OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. °
<br />N. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. o
<br />U
<br />d.
<br />TESTING:
<br />i. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA o
<br />101/I.S.2 OR ANSI/AAMAIWDMA 101/I.S.2/NAFS OR AAMANVDMA/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 />ii. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE
<br />o
<br />(+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE.11
<br />9.
<br />INSULATION: U
<br />a.
<br />INSULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION. o
<br />0
<br />b.
<br />INSULATE CONDITIONED ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. INACCESSIBLE ATTIC SPACE s
<br />SHALL RECEIVE R-30 BATT INSULATION. °
<br />c.
<br />INSULATE ALL CMU WALLS (THAT REQUIRE 1" P.T. FURRING STRIPS) WITH R4.1 FI-FOIL PANELS.
<br />d.
<br />APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND: a
<br />i. WINDOW FRAMES
<br />ii. EXTERIOR DOOR FRAMES °
<br />C
<br />iii.
<br />GAPS AROUND PIPES, VENTS, OUTLETS, ETC. U
<br />e.
<br />INSULATE ALL ATTIC KNEE WALLS WITH R-19 BATTS.
<br />f.
<br />APPLY OWENS CORNING ENERGY COMPLETE TO THE TOP OF ALL CONDINTIONED SPACE F
<br />WALLS THAT INTERACT WITH UNCONDITIONED ATTIC SPACE ABOVE.
<br />AREA CALCULATIONS
<br />1st FLR.
<br />LIVING
<br />1,912 SQ.
<br />FT.
<br />2nd FLR.
<br />LIVING
<br />2,347 SQ.
<br />FT.
<br />TOTAL LIVING 47259 SQ. 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 />57491 SQ. FT.
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<br />2017566
<br />AB/MC
<br />10-09-17
<br />AS SHOWN
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<br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.
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