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<br />20'4" 10'-4" i i 19'-4"
<br />50'-0"
<br />2nd FLOOR PLAN
<br />1 /4" = 1'-0"
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<br />TEMP.
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<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 />0
<br />WATER HEATER:
<br />N O
<br />o LO
<br />W)
<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 />THICKNESS
<br />COMMENTS
<br />1
<br />T-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 />V-8"
<br />NOM.
<br />BI-FOLD
<br />8
<br />1614"
<br />T-U'
<br />-----
<br />OVERHEAD GARAGE DOOR
<br />0
<br />9
<br />74'
<br />6'-8"
<br />11/2"
<br />H.C. INTERIOR
<br />r
<br />10
<br />9'-0"
<br />8'-Y,
<br />- ---
<br />SLIDING GLASS DOOR -TEMPERED
<br />N
<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 />614"
<br />1 314"
<br />FRENCH DOOR SINGLE LITE -TEMPERED
<br />14
<br />2'-6"
<br />6'-8"
<br />1 314"
<br />FRENCH DOOR SINGLE LITE -TEMPERED
<br />15
<br />(2) 2'-0"
<br />6'-8"
<br />1121,
<br />H.C. INTERIOR POCKET DOOR
<br />O WINDOW SCHEDULE
<br />FIRST FLOOR WINDOWS
<br />MARK
<br />TYPE
<br />ROUGH OPENING HEAD HEIGHT
<br />REMARKS
<br />A
<br />35 SH
<br />53 7/8" x 63" 8'4"
<br />1
<br />B
<br />(2) 25SH
<br />75 1/2""X63" 814"
<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 />7'-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 />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 REVIEWALL
<br />INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF
<br />GENERAL NOTES
<br />1. 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 />MAYBE+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 />c@ 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/ 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. 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 )12" 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 72" SAG- RESISTANT GYP BD.
<br />e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE v," 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. W' 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 />L WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH,
<br />SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN.
<br />H. 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 />A. 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 />vm. 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 />L 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 T02014 FBRC CHAPTER 6, SECTION 612
<br />I!. 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 />iV. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS.
<br />d. TESTING
<br />L 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 />ii. 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 1" P.T. FURRING STRIPS) WITH R4.1 FI-FOIL PANELS.
<br />d. APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND:
<br />L 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 />2nd FLR. LIVING
<br />1,912 SQ.
<br />2,347 SQ.
<br />FT.
<br />FT.
<br />TOTAL LIVING
<br />PORCH
<br />COVERED LANAI
<br />REAR BALCONY
<br />GARAGE
<br />41259 SQ.
<br />177 SQ.
<br />167 SQ.
<br />166 SQ.
<br />722 SQ.
<br />FT.
<br />FT.
<br />FT.
<br />FT.
<br />FT.
<br />TOTAL
<br />5,491 SQ.
<br />FT.
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<br />title:
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<br />2nd FLOOR PLAN
<br />z
<br />2
<br />project no.
<br />2017407
<br />Z
<br />W
<br />checked:
<br />AB/EC
<br />drawn:
<br />a
<br />date:
<br />07-06-17
<br />N
<br />scale:
<br />AS SHOWN
<br />0
<br />. F
<br />CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. I
<br />IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR 0
<br />CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & IY
<br />FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. O
<br />NO EXCEPTIONS. U 2A
<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 />
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