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r--------------- I I � I � I � I I I I I I L— — — — — — — — C c 2nd FLOOR PLAN 1 /4„ = 1'-01 1 r,m-n,, LEGEND INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 8'-0" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 9'-4" TOP OF CMU INDICATES 8x8x16 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 10'-0" TOP OF CMU INDICATES 8x8xl6 (NOM.) C.M.U. (EXTERIOR LOAD BEARING). 10'-8" TOP OF CMU INDICATES WALLS TO BE UTILIZED FOR TRUSS BEARING 2x4 WOOD STUDS @ 16" O.C. U.N.O. INDICATES WALLS TO BE UTILIZED FOR TRUSS NON -BEARING 2x4 WOOD STUDS @ 24" O.C. U.N.O. INDICATES WET WALLS, 2X WOOD STUDS @ 12" O.C. WATER HEATER: PROVIDE MIN. 48 GALLON WATER HEATER WET AREAS: ALL WET AREAS TO BE FRAME WITH STUDS @ 12" O.0 WATER HEATERS SHALL BE INSTALLED A MIN. OF 18" ABOVE FLOOR PER FBCR G2408.2 EXCEPTION: APPLIANCES THAT ARE LISTED AS FLAMMABLE VAPOR IGNITION RESISTANT. DO NOT HAVE TO HAVE THE IGNITION SOURCE ELEVATED. O DOOR SCHEDULE MARK WIDTH HEIGHT THICKNESS COMMENTS 1 3-0 6-8" 1 3/4" SOLID ENTRY w/ 12" SIDE LITE-TEMPERED 2 2'-8" 6-8" 1 3/4" S.C. FIRE RATED SELF CLOSING DOOR 3 (2)7-6" 6-8" 1 1/2" H.C. INTERIOR 4 2'-0" 6-8" 11/2" H.C. INTERIOR 5 2'-8" 6-8" 11/2" H.C. INTERIOR 6 2'-6" 6-8" 11/2" H.C. INTERIOR 7 5'-0" 6-8" NOM. BI-FOLD 8 16-0" T-0" ----- OVERHEAD GARAGE DOOR 9 2'-4" 6-8" 11/2" H.C. INTERIOR 10 9'-0" 8'-0" ----- SLIDING GLASS DOOR -TEMPERED 11 4'-0" 6-8" NOM. BI-FOLD 12 2'-8" 6-8" 1 1/2" H.C. INTERIOR - CUT TO FIT- AHU 13 (2) 2'-6" 6-8" 1 3/4" FRENCH DOOR SINGLE LITE -TEMPERED 14 2'-6" 6'-8" 1 3/4" FRENCH DOOR SINGLE LITE-TEMPERED 15 (2) 2'-0" 6-8" 1 1/2" H.C. INTERIOR POCKET DOOR O WINDOW SCHEDULE MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS A 35 SH 53 7/8" x 63" 8'-0" 1 B (2) 25SH 75 1/2""x63" 8'-0" 1 SECOND FLOOR WINDOWS MARK TYPE ROUGH OPENING HEAD HEIGHT REMARKS C 25 SH 36 1/4" x 62 1/4" T-2" 1 3040 SH 36 1/4" x 48 1/4" T-2" 1 E 24 SH 36 1/4" x 50" T-2" 1 F 1/2 33 SH 25 3/4" x 37 5/8" T-2" 1 G 35 SH 52 3/8" x 62 1/4" T-2" 1 H 34 SH 52 3/8" x 50" T-2" 1 NOTES: CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE) AND HEADER HEIGHTS PRIOR TO DELIVERY. HEADER HEIGHTS ARE DIMENSIONED ABOVE FINISH FLOOR (A.F.F.) WINDOW G.C. TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLTION. 1. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. 2. HEIGHT AT ROUND TOP ALLOWS 2" FOR ARCH FRAMING DISCLAIMER IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. NO EXCEPTIONS. GENERAL NOTES 1. MISCELLANEOUS a. PLANS ARE TO SCALE AS NOTED, UNLESS SPECIFIED N.T.S DO NOT SCALE PLANS. b. ALL DIMENSIONS AND SITUATIONS PERTAINING TO THE BUILDING ARE TO BE VERIFIED PRIOR TO BEGINNING OF CONSTRUCTION. NOTIFY B & A DESIGN STUDIO, INC. OF ANY DISCREPANCIES. c. ALL WALL THICKNESS DIMENSIONS AS SHOWN ARE NOMINAL. ACTUAL WALL THICKNESS DIMENSIONS MAY BE + OR -. 2. EXTERIOR WALLS: a. ASSUME ALL EXTERIOR WALLS TO BE LOAD BEARING. b. SEE FOUNDATION PLAN FOR CMU WALL REINFORCEMENT LOCATIONS. c. INTERIOR SURFACE OF CMU WALL TO HAVE 1/2" GPBD APPLIED TO 1x P.T. VERTICAL FURRING BATTS SPACED @ 16" O.C. ATTACH FURRING TO CONCRETE WALL AS REQUIRED. d. SECOND FLOOR EXTERIOR WALLS TO BE WOOD STUDS. 3. INTERIOR WALLS: a. WOOD FRAMING: i. ALL PLATES AND SLEEPERS ON CONCRETE SLAB, WHICH ARE IN DIRECT CONTACT WITH THE EARTH, SHALL BE PRESSURE TREATED. ii. ALL INTERIOR WALL PLATES, OTHER THAN SHEAR WALLS, ON CONCRETE SLAB TO BE ATTACHED WITH POWER ACTUATED FASTERNERS, SPACED @ 48" O.C. MAX. iii. ALL WOOD BRG. INTERIOR PARTITIONS SHALL BE 2x4 STUDS SPACED @ 16" O.C. WITH DOUBLE TOP PLATE. TOWNHOMES iv. FIREBLOCKING/ DRAFTSTOPPING TO BE PROVIDED IN THE FLOOR/CEILING ASSEMBLIES ABOVE AND IN LINE WITH THE TENANT SEPARATION, WHEN TENANT SEPARATION WALLS DO NOT EXTEND TO THE FLOOR SHEATHING ABOVE AND IN OTHER LOCATIONS PER SECTION R602.2.1/R302.11 OF THE 2014 FBRC CODE. 4. WOOD: a. WOOD CONSTRUCTION SHALL CONFORM TO THE AMERICAN FOREST & PAPER ASSOCIATION (AF&PA) "NATIONAL SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. b. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK IS TO BE PRESSURE TREATED. c. SEE STRUCTURAL GENERAL NOTES. 5. FINISHES: a. ACCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED BY 1/2" GYPSUM BOARD. b. ALL INTERIOR WALLS SHALL HAVE STANDARD Yz" GYP BD, EXCEPT IN HIGH HUMIDITY AND WET AREAS. c. HIGH HUMIDITY AND WET AREAS SHALL HAVE Y2" DENSSHIELD TILE BACKER GYPSUM BOARD. d. ALL INTERIOR CEILINGS SHALL HAVE Y2" SAG- RESISTANT GYP BD. e. ALL EXTERIOR CEILINGS (PORCH & PATIOS) SHALL HAVE Y2' SAG- RESISTANT GYP SOFFIT BOARD. f. STUCCO SURFACES TO HAVE STOPS, WEEP SCREEDS, AND EXPANSION JOINTS PER CODE. g. TILE IN TUBS, SHOWERS, AND WALL PANELS IN SHOWER AREAS ARE TO HAVE CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BACKERS R702.3.8.1 /R702.4.2 2014 FBRC h. FBC2014 TABLE R302.6: 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT IS REQUIRED FOR A GARAGE CEILING WITH HABITABLE ROOMS ABOVE. ''Y2' MINIMUM GYPSUM BOARD IS REQUIRED ON GARAGE SIDE OF INTERIOR WALLS. 6. CABINETS: a. CABINET MANUFACTURE'S SHOP DRAWINGS TAKE PRECEDENCE OVER THE INTERIOR CABINET ELEVATIONS SHOWN ON THESE DRAWINGS. b. SEE SUPPLIER / MFR'S DRAWINGS FOR KITCHEN, CABINETRY/MILLWORK, AND RESTROOM LAYOUTS. 7. HARDWARE: a. ALL LOCKING ARRANGEMENTS SHALL COMPLY WITH NFPA 101, SECTION 24.2.4.10. 8. WINDOW & DOORS: a. MISCELLANEOUS: i. WINDOW AND DOOR SUPPLIERS SHALL PROVIDE CURRENT ROUGH OPENING INFORMATION WHICH, SHALL HAVE PRECEDENCE OVER THE WINDOW AND DOOR SCHEDULES ON PLAN. ii. CONTRACTOR AND SUPPLIER TO VERIFY WINDOW LOCATION, TYPE (FIN vs. FLANGE), HEADER HEIGHTS, AND ROUGH OPENINGS PRIOR TO DELIVERY. iii. WINDOW ROUGH OPENING INCLUDES 1x P.T. FRAME ATTACHED TO CMU's. iv. DOOR ROUGH OPENING INCLUDES 2x P.T. FRAME ATTACHED TO CMU's. v. ALL GLASS LOCATED IN HAZARDOUS LOCATIONS SHALL COMPLY WITH SECTION R308 OF THE 2014 FBRC. vi. WINDOW CONTRACTOR TO VERIFY ROUGH OPENINGS OF ALL FIELD ASSEMBLED FIXED GLASS WINDOW UNITS PRIOR TO INSTALLATION. vii. ALL WINDOWS IN WIND BORN DEBRIS AREAS SHALL BE PROTECTED FROM WIND BORN DEBRIS. PROVIDE SHUTTERS CERTIFIED TO MEET MIAMI-DADE IMPACT TEST. SHUTTERS MUST BE ROLL -DOWN, PANEL ACCORDIAN OR OTHER APPROVED DESIGN TYPE. BUILDER TO SUBMIT MANUFACTURER, MODEL NO. INSTALLATION INSTRUCTIONS, & COPY OF MIAMI-DADE IMPACT TEST DATA FOR PROPOSED SHUTTERS. viii. GARAGE OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESURE (+/) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE AND BEAR A PERMANENT DESGIN L LABEL. b. c INSTALLATION: i. WINDOWS & DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ii. ALL WINDOW HEADS SHALL BE SET ABOVE FINISH FLOOR AS FOLLOWS: 1. FIRST FLOOR AT 8'-0". i 2. SECOND FLOOR PER PLAN. c c. ASSEMBLIES: i. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2014 FBRC CHAPTER 6, SECTION 612 ` i ii. INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ Y4"x 3" TAPCONS, 6" FROM EDGES AND s 16" O.C. MAX. 2x P.T. BUCKS/NAILERS SHALL EXTEND BEYOND. iii. BUCKS LESS THAN 2x TO BE FASTENED W/ CUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. ` iV. SEE EXTERIOR ELEVATIONS FOR STYLE AND DIVIDED LITE CONFIGURATIONS. i d. TESTING: LE i. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AAMA/NWWDA i 101/I.S.2 OR ANSI/AAMA/WDMA 101/I.S.2/NAFS OR AAMA/WDMA/CSA 101/I.S.2/A440 OR TAS 202 (HVHZ SHALL COMPLY WITH TAS 202 UTILIZING ASTAM E 1300-98 OR ASTM E 1300-04 02) PER R612.3 IN THE 2014 FBRC t ii. ALL GARAGE/OVERHEAD DOORS SHALL BE LISTED AND TESTED FOR 30 SECONDS AT DESIGN PRESSURE ` (+/-) TO INCLUDE A 10 SECOND GUST AT 1.5 TIMES THE DESIGN PRESSURE. 9. INSULATION: a. INSULATE ALL EXTERIOR FRAME WALLS WITH R-13 BATT FIBERGLASS INSULATION. b. INSULATE CONDITIONED ATTIC SPACE WITH R-30 BLOWN FIBERGLASS. INACCESSIBLE ATTIC SPACE SHALL RECEIVE R-30 BATT INSULATION. c. INSULATE ALL CMU WALLS (THAT REQUIRE 1" P.T. FURRING STRIPS) WITH R4.1 FI-FOIL PANELS. d. APPLY HILTI FOAM FILLER AT EXTERIOR WALLS AROUND: i. WINDOW FRAMES ii. EXTERIOR DOOR FRAMES iii. GAPS AROUND PIPES, VENTS, OUTLETS, ETC. e. INSULATE ALL ATTIC KNEE WALLS WITH R-19 BATTS. f. APPLY OWENS CORNING ENERGY COMPLETE TO THE TOP OF ALL CONDINTIONED SPACE WALLS THAT INTERACT WITH UNCONDITIONED ATTIC SPACE ABOVE. AREA CALCULATIONS 1st FLR. LIVING 1,912 SQ. FT. 2nd FLR. LIVING 2,347 SQ. FT. TOTAL LIVING 41259 SQ. FT. PORCH 177 SQ. FT. COVERED LANAI 167 SQ. FT. REAR BALCONY 166 SQ. FT. GARAGE 722 SQ. FT. TOTAL 51491 SQ. FT. moo N � c:)6 NcoN COM "I--' 0 N J COs� O ems— � > o �O X � 2) O D a p6 Fitz �v ��. z gig t\ LL = z � W�9pFtll O .• �H c °,� v�iw Um zE` S�0 o g W •f. �M N z wU ❑ N W00'0NHS03'MMM i I— 'L'LI LU J Qt Q^ ^ V') 1 0— N� V , w CN} Q Z MI W z o 1 O Z Lu Sz FQ 0 J Q M� W LLI ��_J Vl title: 2nd FLOOR PLAN 0 Z project no. 2017556 w checked: AB/MC 0 m drawn: a date: 10-09-17 N scale: AS SHOWN 0 F- I 0 a 0 2A U The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.