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1253 Selva Marina Cir RES19-0308 DRWGS (2)•• ....,,..,,•,,, ,,�.,,�.. ,,�.,� i nc r�rrui,r{nLt riot JHh-t I Y 6 FANDARDS. GENERAL PROJECT NOTES BASED ON THE 6TH EDITION (2017) FLORIDA BUILDING CODE, RESIDENTIAL GENERAL 1. STRUCTURE IS SUBJECT TO FIELD VERIFICATION AND CHANGES. ANY CHANGES THAT ARE DEEMED NECESSARY ARE TO BE REPORTED TO E.O.R. BEFORE MAKING SAID CHANGES. 2. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 3. THESE DRAWINGS ARE NOT INTENDED TO COVER ALL CONDITIONS. FIELD DECISIONS MAY NEED TO BE MADE BY E.O.R. OR D.O.R. IF THIS SITUATION ARISES, PLEASE CONTACT E.O.R. OR D.O.R. AT PHONE NUMBER IN TITLEBLOCK. CONTRACTOR SHALL ALLOW FOR MINOR ADJUSTMENTS. 4. ANY CHANGES TO FLOOR PLAN OR ELEVATIONS MUST BE REPORTED TO E.O.R. OR D.O.R. FOR APPROVAL. 5. PHIL KEAN DESIGN GROUP SHALL NOT BE HELD LIABLE FOR ANY FIELD CHANGES MADE THAT ARE NOT REPORTED TO PKDG PRIOR TO MAKING SAID CHANGES. 6. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE 6TH EDITION (2017) FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), FOR ONE AND TWO FAMILY DWELLINGS FOR THE AREA IN WHICH THE RESIDENCE IS TO BE BUILT, AND IN CONJUNCTION WITH ASCE 7-05. 7. REFER TO STRUCTURAL DRAWINGS FOR WIND AND LOADING CRITERIA PER SECTION R301.2.1.1 8. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 9. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 10. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 11. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 12. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. CONSTRUCTION NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION SHALL BE BRACED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. 3. THERE SHALL BE NO WOOD STAKES USED IN ANY FOUNDATION OR SLAB AREA FOR STAKING PLUMBING, REINFORCING OR FOR ANY OTHER USE IN THESE AREAS. 4. ANY DOOR LOCATED BETWEEN TWO WALLS SHALL BE CENTERED AND BE EQUAL ON EACH SIDE UNLESS OTHERWISE NOTED. 5. ALL POCKET DOORS SHALL BE FRAMED USING 2 X 6 FRAMING UNLESS OTHERWISE NOTED. 6. ALL EXTERIOR WALL DIMENSIONS ARE TO OUTSIDE FACES OF CONCRETE FOUNDATION WALLS AND EXTERIOR STUD WALLS. INTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OR SHOWN OTHERWISE. 7. SHOWER AND BATHTUB WALLS AND CEILINGS SHALL BE CONSTRUCTED OF DENSE, NON-ABSORBENT WATER -PROOF GYPSUM BOARD TO FULL HEIGHT OF WALLS. SHOWER FLOORS ARE TO BE RECESSED FOR ZERO TRANSITION AT SHOWER DOORS, VERIFY DEPTH WITH INTERIOR FINISHES. 8. ALL FASTENERS TO BE CORROSION RESISTANT. MEANS OF EGRESS MEANS OF EGRESS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF CHAPTER 3 SECTION R311 TERMITE PROTECTION PER SECTION R318: PROTECTION AGAINST TERMITES. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1. METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR -A -COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. 3. BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F SITEWORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. SEE STRUCTURAL SHEETS FOR OTHER REQUIREMENTS, WHICH WILL SUPERSEDE ANY OF THESE IN CASE OF CONFLICT. 2. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. THE GENERAL CONTRACTOR I�'VIUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 5. SWIMMING POOL, DECK, SPA, ,AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS AND SHALL INCLUDE REQUIRED POOL BARRIERS PER FBC R454.2.17 WINDOWS AND DOOF;S 1. ALL WINDOWS AND DOORS SHALL BE DESIGNED TO MEET AT LEAST THE WIND PRESSURES SHOWN ON THESE PLANS. 2. PER SECTION R310.1 BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. OPENING SHALL LEAD DIRECTLY INTO PUBLIC WAY, YARD OR COURT THAT OPENS TO A PUBLIC WAY, OR INTO A SCREEN ENCLOSURE OPEN TO THE ATMOSPHERE WITH A SCREEN DOOR LEADING AWAY FROM THE RESIDENCE. 3. PER SECTION R310.1.1 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM INSIDE THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F2090 SHALL BE PERMITTED. 4. PER SECTION R310.2.1 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SF (GRADE OR BELOW GRADE OPENINGS OF NOT LESS THAN 5 SF) FROM THE INSIDE OF THE OPENING. NET CLEAR HEIGHT SHALL BE NOT LESS THAN 24 INCHES AND NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. AND PER R310.2.2 SILL HEIGHT SHALL NOT BE MORE THAN 44 INCHES AFF. 5. THE MANUFACTURERS CERTIF=ICATION AND INSTALLATION INSTRUCTIONS SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT TIME OF APPLICATION FOR PERMIT. 6. IF STRUCTURAL WOOD BUCKS ARE TO BE USED, THE BUCK SHALL BE ATTACHED TO THE SUBSTRATE PER THESE PLANS AND THE ATTACHMENT TO THE BUCK SHALL BE PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 7. WINDOWS ARE SIZED WITH NOMINAL SIZES. CONTRACTOR SHALL VERIFY EGRESS WITH WINDOW MANUFACTURER FOR CODE COMPLIANCE. 8. WINDOW MANUFACTURER TO PROVIDE SHOP DRAWINGS. INSTALL AND SHIM AT ALL POINTS PROVIDED BY THE MANUFACTURER PER MANUFACTURER SPECIFICATII�NS. 9. EXTERIOR WINDOWS AND DOORS ARE TO BE FULLY FLASHED AND CAULKED WEATHER TIGHT - PROVIDE END DAMS, FLASHING AND WINDOW TAPE OVER ALL EXPOSED WINDOW AND DOORS PER MANUFACTURER SPECIFICATIONS. 10. DOOR AND WINDOW HEAD HEIGHTS SHALL BE EQUAL UNLESS OTHERWISE NOTED. WINDOW SIZES MAY VARY WITH TYPE AND MANUFACTURER. 11. ALL WINDOWS AND DOORS ARE TO BE STORED ON SITE PROPERLY PRIOR TO INSTALLATION AS TO PREVENT DAMAGE TO UNITS. 12. SHOP DRAWINGS ALONG WITH SIGNED AND SEALED COPIES OF THE RATIONAL ANALYSIS AND CALCULATIONS FOR ALL CUSTOM DOORS SHALL BE PROVIDED TO THE BUILDING OFFICIAL AT TIME OF PERMIT APPLICATION. GARAGES / CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR WIND LOAD (PER SECTION R301) AS STATED ON STRUCTURAL DRAWINGS. B. SHOP DRAWINGS AND DETAILS TO BE SUPPLIED BY GARAGE DOOR MANUFACTURER, C. DETAIL TO BE ATTACHI=D TO PERMIT PACKAGE BY BUILDER. 2. PER SECTION R302.5.1: OPEPJINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 INCHES THICK, OR 20 -MINUTE FIRE -RATED DOORS. 3. PER SECTION R302.5.2: DUC17S IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER SECTION R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD OR EQUIVALENT. 5. PER SECTION R309.4: GARAGE DOOR OPENERS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325. INSULATION 1. MINIMUM INSULATION REQUIREMENTS • EXTERIOR WALLS = R-13. • CRAWL SPACE FLOORS = R-19. • ATTIC CEILINGS = R-30. ABBREVIATIONS LEGEND AB ANCHOR BOLT HB HOSE BIBB ABV ABOVE HDR HEADER A/C AIR CONDITION HORIZ HORIZONTAL ADJ ADJUSTABLE HT / HGT HEIGHT AFF ABOVE FINISH FLOOR INT INTERIOR AHU AIR HANDLING UNIT LAUN LAUNDRY ALT ALTERNATE LAV LAVATORY A.O.R. ARCHITECT OF RECORD MANUF MANUFACTURER BAL BALCONY MAX MAXIMUM BC BASE CABINET MC MEDICINE CABINET BDRM BEDROOM MECH MECHANICAL BF BI -FOLD MICRO MICROWAVE BLK BLOCK MIN MINIMUM BM BEAM MIR MIRROR BP BI -PASS MTL METAL BRG BEARING MST MASTER BTM BOTTOM NTS NOT TO SCALE CAB CABINET OPNG OPENING CLG CEILING OPP OPPOSITE CLO CLOSET OPT OPTION(AL) CMU CONCRETE MASONRY UNIT PED PEDISTAL COL COLUMN PKDG PHIL KEAN DESIGN GROUP COND CONDENSOR -- PKKB PHIL KEAN KITCHENS & BATH D DRYER PLUMB PLUMBING DBL DOUBLE PLY PLYWOOD DIA DIAMETER PLT PLATE DIM DIMENSION(S) PT PRESSURE DISP DISPOSAL PWDR TWOM DIST DISTANCE R/SH ROD & SHELF D.O.R. DESIGNER OF RECORD RAD RADIUS DR DOOR REF REFRIGERATOR DTL DETAIL REQD REQUIRED DV DRYER VENT RM ROOM DW DISH WASHER RND ROUND DWG DRAWING(S) SD SMOKE DETECTOR ELECT ELECTRIC OR ELECTRICAL SF / SQ FT SQUARE FOOTAGE ELEV ELEVATION SH SHELF ELV ELEVATOR SIM SIMILAR E.O.R. ENGINEER OF RECORD SQ SQUARE EXT EXTERIOR STOR STORAGE EXP EXPANSION STRUCT STRUCTURE OR STRUCTURAL FBC FLORIDA BUILDING CODE TEMP TEMPORARY FG FIXED GLASS TYP TYPICAL FIN FINISH UC UPPER CABINET FLR FLOOR UCL UNDER CABINET LIGHT FND FOUNDATION UNO UNLESS NOTED OTHERWISE FP FIRE PLACE VB VANITY BASE SYMBOLS LEGEND SYMBOL Q N DESCRIPTION ROOM NAME. ROOM TAG - INDICATES ROOM NAME, CEILING HEIGHT OR NET SQUARE FOOTAGE (N.S.F.) CLG HT OR NSF CONCRETE/STRUCTURAL 101 (CAST -IN-PLACE, PRECAST) DOOR TAG - INDICATES DOOR TYPE PLASTER, SAND, J EXTERIOR ELEVATION TAG - NUMBER IN TRIANGLE 1 AX.X LL INDICATES DETAIL LOCATION AND NUMBER IN BRICK / COMMON O SQUARE INDICATES PAGE NUMBER 1 Title INDICATES DETAIL NUMBER, NAME, AND SCALE OF m DETAIL Q0 COLUMN GRID LINE TAG - A, B, C, ETC. IN ONE 1 - DIRECTION & 1,2,3 ETC. IN THE OPPOSITE LOCATION 0 w OF GRID NOTED A2,4.7, ETC. 1 a z INTERIOR ELEVATION TAG - CENTER NUMBER 4 A0,0 2 INDICATES PAGE NUMBER AND 1, 2, 3,4 INDICATE PLAN REVISIONS w z DIRECTION OF ELEVATION 3 DATE DESCRIPT. 1 SIM REFERENCE TAG INDICATES LOCATION OF A0.0 ___ _ _ __ -� ENLARGED PLANS, ELEVATIONS, AND DETAILS - SCHM.1 TOP NUMBER INDICATES DETAIL NUMBER AND PRICING SET BOTTOM NUMBER INDICATES PAGE DETAIL IS 06.11.19 FOUND ON 000 WALL TAG INDICATES WALL TYPE - REFER TO WALL FOR PERMIT LEGEND FOR DETAILS OF WALL COMPONENTS 1' - 0" HEIGHT TAG INDICATES ELEVATION HEIGHTS SIM ■ SECTION MARK - TOP NUMBER INDICATES SECTION NUMBER AND BOTTOM NUMBER INDICATES PAGE J_ w F 0 U_ SECTION IS FOUND ON WINDOW TAG INDICATES WINDOW TYPE REVISION TAG INDICATES REVISION NUMBER ROOF COVERINGS 1. ROOF DRAINAGE SHALL BE PROPERLY AND POSITIVELY ACCOMMODATED. FLASHING AND CANT STRIPS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND ACCEPTED PRACTICE. 2. ALL ROOF COVERINGS SHALL BE NOTED ON PLANS AND COMPLY WITH CHAPTER 9. (TPO ROOFING - SECTION R905.13 AND FOAM INSULATION SECTION R905.14) 3. A PACKET CONTAINING ALL MATERIALS FOR UNDERLAYMENT, FLASHING, AND COVERINGS AND ALL MANUFACTURERS INSTALLATION REQUIREMENTS SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT WHEN REQUIRED BY THE PERMITTING AUTHORITY. 4. ROOF SHEATHING ATTACHMENTS SHALL BE IN ACCORDANCE WITH SECTION R803.2.3 OR WHEN APPLICABLE SECTION R905.1.1 STAIR AND RAILING NOTES "1. Z5 I AIKS SHALL bE CONSTRUCTED IN ACCORDANCE WITH SECTION R311.7 2. HANDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R311.7.8. ALL STAIR AND GROUND FLOOR PORCH HANDRAILS SHALL BE 36" MIN. TO 38" MAX.ABOVE TREAD NOSING OR GROUND FLOOR PORCH FINISH FLOOR. 3. GUARDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R312. ALL GUARDRAILS SHALL BE 36" MIN. ABOVE FINISHED FLOOR 4. ALL RAILING PICKETS SHALL BE SPACED IN SUCH A WAY AS TO DISALLOW PASSAGE OF A 4" SPHERE AS REQUIRED BY CODE. 5. PER SECTION 312.1.3 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. EXCEPTIONS: (1)THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. (2) GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES IN DIAMETER. 6. MINIMUM STAIRWAY ILLUMINATION SHALL BE IN ACCORDANCE WITH SECTIONS R303.7 (INTERIOR STAIRS) AND R303.8 (EXTERIOR STAIRS) MECHANICAL AND HVAC 1- ALL MECHANICAL SYSTEMS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF CHAPTER 13 AND 14. 2. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. STUCCO CLADDING ASTM: C 1063 - 06 • 7.8.2 - METAL LATH SHALL BE LAPPED 12.7mm AT THE SIDES, OR NEST THE EDGE RIBS. WIRE LATH SHALL BE LAPPED ONE MESH AT THE SIDES AND THE ENDS. LAP METAL LATH 25mm AT ENDS. WHERE END LAPS OCCUR BETWEEN THE FRAMING MEMBERS, THE ENDS OF THE SHEETS OF ALL METAL PLASTER BASES SHALL BE LACED OR WIRE TIED WITH 1.2mm GALVANIZED, ANNEALED STEEL WIRE. • 7.10.2.1 - LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH ATTACHMENTS SPACED NOT MORE THAN 7 IN. (178mm) ON CENTERS ALONG SUPPORTS. • 7.10.2.2 - DIAMOND -MESH EXPANDED METAL LATH, FLAT -RIB EXPANDED METAL LATH, AND WIRE LATH SHALL BE ATTACHED TO HORIZONTAL WOOD FRAMING MEMBERS WITH 38mm ROOFING NAILS DRIVEN FLUSH WITH THE PLASTER BASE AND ATTACHED TO VERTICAL WOOD FRAMING MEMBERS WITH 6d COMMON NAILS, OR 25mm ROOFING NAILS DRIVEN TO A PENETRATION OF NOT LESS THAN 19.1 mm, OR 25mm WIRE STAPLES DRIVEN FLUSH WITH THE PLASTER BASE. STAPLES SHALL HAVE CROWNS NOT LESS THAN 19mm AND SHALL ENGAGE NOT LESS THAN THREE STRANDS OF LATH AND PENETRATE THE WOOD FRAMING MEMBERS NOT LESS THAN 19.05mm. WHEN METAL LATH IS APPLIED OVER SHEATHING, USE FASTENERS THAT WILL PENETRATE THE STRUCTURAL MEMBERS NOT LESS THAN 19mm. EQUIVALENT PLASTIC LATH MAY BE USE AS AN ALTERNATE TO METAL LATH AT THE DISCRETION OF THE CONTRACTOR/BUILDER. TIMBER 1 ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 2. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 3. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. INTERIOR SELECTIONS 5EE IN I ERIOR DESIGN DOCUMENTS FOR: • PLUMBING FIXTURES AND ACCESSORIES • KITCHEN & BATHROOM FINISHES • EXTERIOR FINISH SELECTIONS • APPLIANCE SELECTIONS • CABINETRY DESIGN BY PKKB • SPECIALTY ITEMS MATERIAL DESIGNATIONS PLANS / SECTIONS M co EARTH / COMPACTED Q N POROUS FILL z (STONE, GRAVEL, ETC.) C-4 CONCRETE/STRUCTURAL =; (CAST -IN-PLACE, PRECAST) _ PLASTER, SAND, J CEMENT, GROUT cu LL i0 BRICK / COMMON O } m 0 w CONCRETE MASONRY UNIT / (SMALL SCALE) - CONCRETE MASONRY UNIT _ (LARGE SCALE) METAL (LARGE SCALE) ELEVATIONS PLASTER, SAND, CEMENT, GROUT CONCRETE MASONRY UNIT WOOD/ FINISH WOOD/ROUGH WOOD/ BLOCKING INSULATION / LOOSE 1 'f 1' OR BATT i INSULATION RIGID -, GLASS (LARGE SCALE) PLYWOOD (SMALL SCALE) PLYWOOD (LARGE SCALE) 4 o U °�� �� 0 LEE ® o0 a° AR95091 PHILIP LEE KEAN, AIA AR # 95091 ISSUE DATE: September 18, 2019 ARCHITECT: PHIL KEAN ARCHITECTURE CONSTRUCTION INTERIORS 912 W. Fairbanks Avenue Winter Park, Florida 32789 PH 407-599-3922 FAX 407-599-3923 W W W.PH ILKEANDESIGNS.COM PROJECT: cr z a z 3 a w °' � M co = 0 Q N CV z L C-4 w w 0 <c _ U J o cu LL Q J O -T- } m 0 w cu Z cu O m Q0 � W� M a Z) a 0 w °' � 0 Z Z U) �-- 0 Uj w aM Z z LOW Q N Y w 0 <c Z LU 0 z 0 U W z w 0 w 0 U) w rwLU CL O = 0 F - z o F- Z) m 0 w 0 0 a z 0 F_ U 0 0 _ a PLAN REVISIONS w z z DATE DESCRIPT. OR 05.19.19 LU SCHM.1 05.22.19 PRICING SET 0 06.11.19 CLNT. CHG. 0 z 09.18.19 FOR PERMIT 0 a U 0 w a w F 0 U_ z 0 0 U1 U) Uj a 0 Z a 0 0 _ 0 z U 0 DATA: z Q DESIGNER: a 0 NAME W PHIL / ERNESTO DRAWN BY: W NAME MARGARET/ JOHN SHEET 0 DESCRIPTION:LU 0 Q 0 z z GENERAL NOTES D 0 AND LEGENDS w w SHEET NUMBERA A0. 1 Al DWELLING / GARAGE SEPARATION (TABLE R302.6) SEPARATION MATERIAL FROM RESIDENCE AND ATTICS NOT LESS THAN % INCH GYPSUM BOARD OR EQUIVALENT TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE GARAGE NOT LESS THAN % INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURE(S) SUPPORTING FLOOR/CEILING NOT LESS THAN Y2 INCH GYPSUM BOARD OR ASSEMBLIES USED FOR SEPARATION REQUIRED BY EQUIVALENT THIS SECTION GARAGES LOCATED LESS THAN 3 FEET NOT LESS THAN Y2 INCH GYPSUM BOARD OR FROM A DWELLING UNIT ON THE SAME LOT EQUIVALENT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALLS THAT ARE WITHIN THIS AREA. PER R702.3.5. SUPPORTS AND FASTENERS USED TO ATTACH GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL COMPLY WITH TABLE R702.3.5. GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH TABLE R602.3(1). GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL BE APPLIED AT RIGHT ANGLES OR PARALLEL TO FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. INTERIOR GYPSUM BOARD SHALL NOT BE INSTALLED WHERE IT IS DIRECTLY EXPOSED TO THE WEATHER OR TO WATER WINDOW SCHEDULE TAG WIDTH HGT. QTY. NOTES A 2'-0" 2'-0" 4 WINDOW, FIXED B 6'-0" 6'-0" 1 (2) WINDOWS, CASMENT C 6'-0" 6'-0" 2 (2) WINDOWS, FIXED D 12'-0" 10'-0" 2 (5) WINDOWS, FIXED HORIZONTAL <9> 12'-0" 6'-0" 4 (4) WINDOWS, FIXED F 12'-0" 6'-0" 3 (4) WINDOWS, CSMT/FXD/FXD/CSMT G 9'-0" 6'-0" 2 CSMT/FXD/CSMT QTY. NOTES O7 3'-0" 8'-0" 2 ELEVATOR DOOR O8 3'-0" 8'-0" *WINDOWS HEIGHTS ARE DIMENSIONED AS NOMINAL. DOOR SCHEDULE EXTERIOR TAG WIDTH HGT. QTY. NOTES 1\ 3'-0" 8'-0" 2 FRONT DOOR, W/ 3' SIDELIGHT a2 2'-8" 8'-0" 1 FRENCH DOOR O3 12'-0" 10'-0" 1 6' PIVOT DOOR W 3S.L. 4\ 20'-0" 9'-0" 2 (5) PANEL SGD a5 18-0" 8'-0" 1 OVERHEAD GARAGE. DOORS O6 2'-6" 8'-0" 1 SWING DOOR INTERIOR TAG WIDTH HGT. QTY. NOTES O7 3'-0" 8'-0" 2 ELEVATOR DOOR O8 3'-0" 8'-0" 1 20 MIN. RATED OR SOLID CORE O9 2'-8" 8'-0" 14 SWING DOOR 10 3'-0" 8'-0" 3 SWING DOOR 11 3'-8" 8'-0" 4 DBL SWING DOOR 12 2'-6" 8'-0" 1 POCKET DOOR 13 21-4" 7'-0" 1 GLASS SHOWER DOOR 14 2'-0" 7'-0" 3 GLASS SHOWER DOOR WALL LEGEND u..- CONSTRUCTION 10'-0" BLOCK WALL Z w 11'-4" BLOCK WALL 2X INTERIOR WALL „ 2X INTERIOR BEARING WALL MAIN LEVEL 1 A/C: 2357 GARAGE / STORAGE: 855 LANAI: 633 ENTRY: 197 UPPER LEVEL A/C: 2437 2 STORY AREA: f 633 TOTALS j A/C: 4794 GARAGE: 855 LANAI: 630 ENTRY: i 197 TOTAL UNDER ROOF: 6476 OPEN TO BELOW i 633 PLAN NOTES: 1 . OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL HAVE A 20 MIN. FIRE RATED DOOR COIR SOLID WOOD DOOR NOT LESS THAN 1 AND % INCHES IN THICKNESS OR SOLID OR HONEYCOMB DOOR. DOOR SHALL BE EQUIPPED WITH AUTOMATIC CLOSER. 2. PROVIDE 2X BLOCKING AT MIDPOINT ON ALI_ INTERIOR STUD WALLS. A T STORAGE 10'-0" CLG. HT. 2 CAR GARAGE 10'-0" CLG. HT. — ----- I OOUTDOOR H.B. SHOWER n — — — — — — — — — — — — — I I I I �J LwJ POOL BY OTHERS I -------------- -------------------------- O 10 ---------------------------- a 11 LC9 O L------ 3'x 8' CASED OPENING II MUDR I I O10'-0" CLG. H I I I II Ii COOKT P/ INK W/1 I 1 D RANG ISPOS IU L Y KITC EN 19 DINING 10'-0" CL HT. o U) 10'-0" CLG. . 0 W 10'-0" CLG. HT. \ — — Z IY D.W. SINK ° DW I I II REF/ II FRZR PANTRY 10'-0" CLG. HT. I I I ---------------- OUTSIDE ------------O TSIDE COURTYA D \I I I I I � Q > W I H.B. / / 9d i / III U) / w 61 TEMP LANAI 10'-0" CLG. HT. EO I I I I I I STAIR CALCULATIONS: TOTAL RISE: 12'-0" (19) RISERS @ 7 3/16" EACH (17) TREADS @ 11" EACH 4 (1) LANDING I i UP I I \ H V p &cl / i 9 / / \ ° J -------------- 11 -j GREAT ROOM 22'-0" CLG. HT. W u..- CONSTRUCTION u Z w U POOL B U V. z Z a 912 W. Fairbanks Avenue a Winter Park, Florida 32789 PH 407-599-3922 10'-0" CLG FAX 407-599-3923 Y 0\\ = L 0 r Z c� 0 W o OFFICE Z Y w 0 U W o 10'-0" CLG. HT. �� C1 O 10 ---------------------------- a 11 LC9 O L------ 3'x 8' CASED OPENING II MUDR I I O10'-0" CLG. H I I I II Ii COOKT P/ INK W/1 I 1 D RANG ISPOS IU L Y KITC EN 19 DINING 10'-0" CL HT. o U) 10'-0" CLG. . 0 W 10'-0" CLG. HT. \ — — Z IY D.W. SINK ° DW I I II REF/ II FRZR PANTRY 10'-0" CLG. HT. I I I ---------------- OUTSIDE ------------O TSIDE COURTYA D \I I I I I � Q > W I H.B. / / 9d i / III U) / w 61 TEMP LANAI 10'-0" CLG. HT. EO I I I I I I STAIR CALCULATIONS: TOTAL RISE: 12'-0" (19) RISERS @ 7 3/16" EACH (17) TREADS @ 11" EACH 4 (1) LANDING I i UP I I \ H V p &cl / i 9 / / \ ° J -------------- 11 -j GREAT ROOM 22'-0" CLG. HT. W MAIN LEVEL FLOOR PLAN - NOTES SCALE: 1/4" = 1'-0" A A6 ° a ��eLlp LEE ki" O ° 4'� 0 O �°o��o°° °pct Oafl PHILIP LEE KEAN, AIA AR # 95091 ISSUE DATE: September 18, 2019 ARCHITECT: PHIL KEAN ARCHITECTURE BAR CONSTRUCTION INTERIORS U °on U V. z Z a 912 W. Fairbanks Avenue a Winter Park, Florida 32789 PH 407-599-3922 mm FAX 407-599-3923 _ 0 0\\ = L PROJECT: MAIN LEVEL FLOOR PLAN - NOTES SCALE: 1/4" = 1'-0" A A6 ° a ��eLlp LEE ki" O ° 4'� 0 O �°o��o°° °pct Oafl PHILIP LEE KEAN, AIA AR # 95091 ISSUE DATE: September 18, 2019 ARCHITECT: PHIL KEAN ARCHITECTURE CONSTRUCTION INTERIORS U U V. z Z a 912 W. Fairbanks Avenue a Winter Park, Florida 32789 PH 407-599-3922 cf)w FAX 407-599-3923 _ 0 WWW.PHILKEANDESIGNS.COM = L PROJECT: A2.1 a a U U V. z Z a a z Z 5 a cf)w _ 0 w Uj W _ F- LL r Z c� 0 W o 0 Z Y w 0 U W F _ U Q 0 M MLL Q Q w N N F- U CV w Z 0 L M rn w V J ESIGNER: o NAME W PHIL / ERNESTO O a m o _� 0 Zcu� SHEET ° w w m C c/�� 0 Z Q 10 0 a Z W 2 D U > W M d 0 NOTES U SHEET NUMBER �/� �/ J 0w W W aM z iy J w Y N J a r— ~ w 0 QZ W U) Z 0 U W 2 w F - w cn 0 w a w w F- O D 0 _ z 0 m O W 0 a Z Q Z 0 F- 0 D 0 0 w z PLAN REVISIONS 0 DATE DESCRIPT. o 05.19.19 SCHM.1 co 05.22.19 PRICING SET 0 O 06.11.19 CLNT. CHG. 0 09.18.19 FOR PERMIT '0 A2.1 a U U a w _ 0 LL r Z 0 0 W Q 0 Q a 0 Ir 0 Z 0 rn 0 W DATA: ESIGNER: a 0 NAME W PHIL / ERNESTO O RAWN BY: LU W NAME MARGARET/ JOHN Z SHEET ° DESCRIPTION: 0 Z Q 10 Z W 2 D U LOWER LEVEL O W FLOOR PLAN NOTES SHEET NUMBER A2.1 0 C L C 7 I 2. 3. 4. 5. A 7. CODE APPROVED ADHESIVE OVER MECHANICAL TRIM TILE Ql�DOOo ATTACHMENT(SEE NOTE BELOW) COQ o0 ALLOW FOR POSITIVE DRAINAGE TRIM TILE FIELD TILE QdaQ�°S� off° �Qo�Do 0 (95 DEG. APPROX.) No. 16 GAUGE GALVANIZED STEEL, 24" O.C. ,a o e��IIP LEE �f SECURELY FASTEN TO FRAMING ' } UNDERLAYMENT d° EXTERIOR WALL CLADDING �� FRAMING MEMBER RIDGE/HIP a o a �r„ � V ° � � BATTEN & O �°o AR95091 SUFFICIENT HEIGHT TO MAINTAIN CROSS BATTEN ° 4 AN EVEN PLANE OF TRIM TILES = Q D� ° OQ WALL VAPOR RETARDER OR TRIM TILE i o00 as WEATHER BLOCKING �a ..... � oo_ �� OQ F o- 0 i O' D VERTICAL WOOD � CLADDING UNDERLAYMENT ,� � � 00000 �� VENTED WEATHER PHILIP LEE KEAN, AIA BLOCKING i � BLOCKING AR # 95091 17— COUNTERFLASHING p September 18, 2019 ;;, � ISSUE DATE. P (SEE NOTE 6) I FIELD TILE ARCHITECT: RIDGE BOARD RISER F / ROOF DECK ' ROOF -TO -WALL OR APRON UNDERLAYMENr FIELD TILE FLASHING (HEMMED EDGE �'M' RECOMMENDED) _ RIDGE VENT �°� RIDGE NAILER kd FIELD TILE PHIL KEAN ARCHITECTURE CONSTRUCTION UNDERLAYMENT INTERIORS 912 W. Fairbanks Avenue Winter 32789 ti PH 407-599-39 2 SECONDARY FLASHING `° FAX 407.59923 x r .�`",� �� t �� (OPTIONAL) - ", t " MS WWW.PHILKEANDESIONS.COM PROJECT: WOOD BATTEN � RAFTER �a `����� y� (NOMINAL 1° X 2"MIN.) „ WHERE REQUIRED n� ROOF DECK , , HIPS TO BE SEALED WITH UV RESISTANT METAL, MORTAR,r w; Note: MASTIC, PREFORMED PLASTIC OR PRESSURE -SENSITIVE ADHESIVE Openings at hips, ridges and head walls including chimneys, skylights, solar panels, and downslope horizontal abutments WHERE TILE MEETS HIP BOARD shall be fitted with weather blocking material to keep water on the surface of the field tile. Other methods approved by local ROOFERS MASTIC OR TILE u building official will be allowed. See Technical Bulletin at www.tileroofing.org ADHESIVE MUST BE APPLIED AT . y HEADLAP TO COVER NAIL HOLE Notes: PROVIDE MINIMUM 2” HEADLAP Provide one layer of No. 30 asphalt -saturated felt complying with ASTM D-226 Type II (ASTM D4869 Type IV) as minimum HOLD BACK HIP NAILER 6" FROM SAVE EDGE underlayment on all tele roof applications. Other underlayments as approved by local building officials well be allowed. co Openings at hi s, ridges and head walls including chimneys, skylights,solar panels, and downslope horizontal abutments shall be with weather `�' „ p g 9 Yp P e <CDCV Underlayment shall extend a minimum of 4 up vertical wood blocking or wall. blockingmaterial to keep water on the surface of the field tile. Other methods approved b local building official will be allowed. See Technical Bulletin L M Aron flashing or other roof -to -wall closure material is necessary at roof -to -wall intersections. Roof-to-wall/apron flashing pp Y g v J, p g at www.Tileroofing.org should extend a minimum of 2" up vertical walls, and provide a minimum of 3" overlaplheadlap onto tile. The apron flashing is Wrapping of nailer board is optional except with the use of mortar.(All file rofiles ed a minimum of 2" b sheet metal counterflashin or wall claddin . pp g p profiles) L required to be overlapped y g g Z� Q Solid wood blocking is required behind Z -metal counterflashing applications. Notes:ftftnftft ca LU Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field 1. One layer of No. 30 asphalt -saturated felt complying with ASTM D-226 Type II (ASTM D4869 Type IV) or approved equal as a minimum > v underla ment on all tile roof applications. Other underla ments as approved b local building officials will be allowed. conditions. Y pp Y pp y g rfl shin height settings shall be set above the roof deck a minimum of 4" for flat the 5" for low 2. All hi and ridge tile are required to have a code approved adhesive between laps of trim tile. Q LO Q The bottom edge of the counte a g g g p 9 q pp p N J profile tile, and 6" for high profile tile. 3. For the fastening schedule(s) see Fastening Table 1A and 1 B. _ �— Q All roof flashing shall be a minimum of No. 26 ga. G-90 galvanized. 4 Battens for tiles with protruding anchor lugs are optional for slopes between 3:12 and 7:12. Direct deck attachment of tile as approved by ('f� local building official is allowed. Uj HEADWALL DETAIL 5. Roofer's mastic or the adhesive must be applied at hip and ridge trim headlap to cover nail hole and create a bond between ridge tiles. SCALE: N.T.S. Field tiles shall be cut to within an average of 1/2" of nailer board. Nail each trim with a corrosion -resistant fastener of sufficient length to penetrate nailer board a minimum 3/4". Q Cut tiles without nail holes may be drilled, notched and nailed or affixed with tile adhesive, wire and/or cut tile clips. HIP AND RIDGE DETAILS SCALE: N.T.S. PLAN REVISIONS DATE DESCRIPT. 05.19.19 SCHM.1 r�111 FIELD _ _ _ _ 05.22.19 PRICING SET 2 MEASURE TO M M M M 06.11.19 CLNT. CHG. 4"EACH 511 FIT FASCIA e 09.18.19 FOR PERMIT SIDE 8 THICKNESS 1" 311 3/4" OR 11/2" 8 3 "'MIN. 2" TRIPLE CROWN WITHOUT ED DEEP TROUGH VALLEY METAL RAKE FLASHING METAL RAKE TRIM GABLE FLASHING CRIMPING EDGE DOUBLE CROWN VALLE'1( (MOP OR SEALED INTO SYSTEM) (14-3/8i1 GIRTH) NOTES: DATA: DESIGNER: 1. These pictures show options that are found in the field at this time; other designs that NAME will handle anticipated water flows may be used upon submissions Of supporting data 111 311 311 PHIL / ERNESTO indicatingthat anticipated water flows are equivalent to the code requirements. 2 11 4 4 111 DNAM E RAWN B MARGARET/ p q q 4 311 42 JOHN 2. Valley metals shall extend 11" each way in compliance with IBC section 1507.3.9, IRC 4 SHEET R905.3.8 and UBC section 1 Ci08.4 unless approved by the local building official. If 3++ 2++ DESCRIPTION: TILE 6 TILE CUT OPEN OR CLOSED 3. Tile valleys may be cut closed or open. SUPPORT 311 (BATTEN EXTENDERS RECOMMENDED) 4. When flat profiled tile is installed as "Closed Valley" a ribbed valley metal or a single TILE PAN FLASHING STANDARD TILE PAN 4 111 111 MIN. 30 STOCK Y g ROOF FLASHING 22 22 SINGLE CROWN VALLEY crown valley metal with a batten extender shall be used. Valley metals shall conform FLASHING DETAILS HIGH DOUBLE CROWN VALLEY WITH to IBC section 1507.3.9, IRC R905.3.8 and UBC section 1508.4. SHEET NUMBER TILE SUPPORTS METAL FLASHING OPTIONS I I A7.0 SCALE: N.T.S. } HIPCHIMNEY SKYLIGHT PLAN REVISIONS Z DATE DESCRIPT. o W W EAVE DETAILS 05.19.19 SCHM.1 = 05.22.19 PRICING SET o PLUMBING VALLEY 06.11.19 CLNT. CHG. o VENT(Soil SCALE. N.T.S. Z 09.18.19 FOR PERMIT W 0 Pipe Stack) U LL U W U RIDGE VENT W _ U LL } Z Z U W CHIMNEY: A penetration constructed of stone, masonry, HEAD WALL: Flashing installed at a horizontal roof to wall. W RAKE�(left)_ prefabricated metal, or a wood frame chase, containing one or RAKE: The sloped edge of a roof at or adjacent to the first rafter or Q a more flues, projecting through and above the roof. truss. 0 DORMER: A frame projection through the sloping plane of a RIDGE: The highest point of a roof, represented by a horizontal line LU Z roof. where two roof areas intersect, running the length of the area. DATA: W Y 2 VE: A projecting edge of a roof that extends beyond the ROOF VENT: A penetration through the roof to allow ventilation. � DESIGNER: } supporting wall.SKYLIGHT: A roof accessory, set over an opening in the roof, NAME FIELD OF ROOF: The central or main onion of a roof, PHIL / ERNESTO p designed to admit light, normally transparent, and mounted on a DRAWN BY: W excluding the perimeter and flashings. raised frame curb. NAME MARGARET/ JOHN Z GABLE: A triangular portion of the endwall of a building directly SOFFIT: The underside of any exterior overhanging section of the SHEET X under the sloping roof and the eave line. roof eave. DESCRIPTION: 0 SOFFIT EAVE GABLE: END GUTTER: A channeled component installed along the SOIL PIPE STACK: A sanitation pipe thatenetrates the roof; used p W downslope perimeter of a roof to the drain leaders or to vent plumbing fixture(s). 0 RAKE(RIGHT)downs outs. RooF FLASHING p VALLEY: The internal angle formed by the intersection of two DETAILSLU GUTTER DORMER HIP: The inclined external angle formed by the intersection of sloping roof planes. HEAD WALL SIDE WALL two sloping roof planes. SHEET NUMBER I ROOF IDENTIFICATIONS I A7.1 SCALE: N.T.S. Sheathing Wall Seam - SU Inside/outside Wall Cor lers - S2.1 ReGuard"' RoGuard"' Sheathing Wall Construction with gypsum, plywood or OSB sheathing. Sheathing Wall Construction with gypsum, plywood or OSB sheathing. 0. 0 Sheathing Wall Construction with gypsum, plywood or OSB sheathing. Sheathing Wall (onstruction with gypsum, plywood or OSB sheathing. e ARNOM :#," Spot all over -driven, or improperly installed fasteners with gaps greater than 1 inch. Consolidate and seal the raw, out gypsum board edges within the Apply the selected R -Guard air and water -resistive barrier over the Mechanically secure loose penetrations at the interior of the wall Apply the selected R -Guard air and water -resistive barrier over the Apply a thick bead of FastFlash to all inside corners, joints and FastFlash as needed to create an opaque, monolithic flashing FastFlash or Joint & Seam Filler. inside/outside wall corners by brushing on a thin uniform coat of prepared sheathing wall. Apply a thick bead of FastFlash or Joint & Seam Filler to all prepared sheathing wall. GypPrime. Apply the selected R -Guard air and water -resistive barrier over the before detailing. Install non -gassing polyethylene foam backer prepared sheathing. Use a chipper brush to cover the FastFlash or seams, and framing surfaces within the rough opening at 12-15 membrane free of voids or pinholes. rod backed by spray foam around electrical fixtures, conduit or Joint & Seam Filler that surrounds any mechanical penetrations mils. nf sheathing joints. Apply FastFlash or Joint & Seam Filler to all inside corners, plumbing to form a back dam. with selected barrier membrane. Apply sufficient product to cover Apply a thick bead Apply the selected R -Guard air and water -resistive barrier over the of FastFlash over the framing inside the rough prepared sheathing. Apply sufficient product to cover the entire PHILIP LEE KERN, AIA Use a dry joint knife or trowel to spread 1 inch beyond the seam on fill outside corner joint with Joint & Seam Filler. Use a dry joint Apply a thick bead of FastFlash or Joint & Seam Filler around the entire face of the structural wall and all exposed FastFlash or opening and the structural wall surrounding the rough opening. face of the structural wall. each side to a thickness of 20-30 mils. knife or trowel to spread 1 inch beyond seam and outer cut edge to the penetration. Use a dry trowel or spatula to tool and seal the Joint & Seam Filler. Use a dry joint knife, trowel or chipper brush to spread the wet AR # 95091 Follow sheathing manufacturer recommendations to repair joints or a thickness of 20-30 mils. joint. Create a joint profile that directs bulk water away from the product to create a seamless flashing membrane which protects When stud framing is used in lieu of track, cover knockout with ISSUE DATE: September 18, 2019 opening. the rough opening and extends 4-6 inches over the face of the breakinetal and seal edges with FastFlash (see insert below). structural wall. When using a flanged window, extend FastFlash 2 inches beyond the edge of the window flange. Apply additional ARCHITECT. I SHEET NUMBER I A7.2 Joint tk beam i­-iiier F .............................. Step Two FastFlash or Step One it FastFlash :D Joint & Seam Filler �r Step Two W FastFlash or FastFlash O Joint & Seam Filler 2 Cat 5, Spray Wrap MVP or VB FastFlash Step Two gn­ Flanged Window Step One (Follow ManUfacturer' Winc 00 00 UJ See detail 54.1 Three Step Z_ Step One W Gyp ime - Joint & Seam Filler AirDam > .vv -az PLAN REVISIONS R -Guard z Step Four T, SS ThruWall DATE DESCRIPT. flashing 05.19.19 SCHM. I LU :,,,,,;Building Exterior 05.22.19 PRICIN G SET Consolidate and seal the raw, cut teel Stu Stud tru 06.11.19 CLNT. CHG. 0 gypsum board edges within the N, z rough opening by brushing on a Non -Gassing Pol' thylene ye .18.19 FOR PERMIT W thin uniform coat of GypPrime. ir Foam Backer Rod q'assing,Polyethylene 0 Cat 5, Spray Wrap MVP or VB tFl8h ac'k- Rods" FastFlash W Joint & Sea� Filie Cat 5, Spray. Wrap MVP or VB W Seal openings in rough 0 opening framing members LL z 0 CUSTOMER CARE 800 255 4255 PROSOCO.COM CUSTOMER CARE 800 255 4255 PROSOCO.COM co�_ . ...... . .. CUSTOMER CARE 800 255 4255 PROSOCO.COM Lo U) (�)PROSOCO CUSTOMER CARE 800 255 4255 PROSOCO.Com 8 020916 -1110 W 9 W < z 0 z CD Cn W 0 z DATA: W �e DESIGNER: NAME a PHIL ERNESTO 0 DRAWN BY: W fr NAME MARGARET/ < JOHN z W z SHEET 0 DESCRIPTION: W 0 1 z Cl) z W 2 D 0 R -GUARD 0 0 DETAILS W U) W I SHEET NUMBER I A7.2 F Wall Cap to I t I P LEe Sheathing Wall Construction with gypsum, plywood or OSB sheathing. Sheathing Wall Construction with gypsum 0. c plywo(�id or OSB sheathing. Sheathing Wall Construction with gypsum, plywood or OSB sheathing. Sheathing Wall Construction with gypsum, plywood or OSB sheathing. ARNOM Apply FastFlash or Joint & Seam Filler to non -vented parapet Roller apply Cat 5 to the p Consolidate and seal any raw, cut gypsum board edges by brushing Apply a thick bead of FastFlash or Joint & Seam Filler down arapet ��5heathing wall and the roof decking Note., Below -grade waterproofing should be in place prior to screed into FastFlash or Joint & Seam Filler, then secure screed Remove the existing window, flashing and water -resistive barrier to no less than 4-6 inches beneath any existing building wrap - over or spraying on a thin uniform coat of GypPrime. the center of the structural member. Wet -set the wood blocking. sheathing wall seams and roof decking seams (see detail S1. 1). to form an opaque, monolithic membrane over the sheathing and the application of an R -Guard membrane. Transition interface should with fasteners over cured Cat 5 on sheathing board. Seal top of expose the rough opening. Repair the rough opening as required. ... .... M Mechanically fasten the wood blocking. Spot the head of all fasteners Apply a thick bead of FastFlash or Joint & Seam Filler to the roof deck, which is free of voids —�ad pinholes. the face of the structural wall on the head and jambs. Along the top edge of the non -vented parapet, apply a bead of that penetrate the wood blocking. Allow to skin over. base of the parapet sheathing wall and roof deck interface. Use a be cleaned prior to air barrier application. vertical Range with a bead of Joint & Seam Filler and tool smooth. Consolidate and seal any new, cut gypsum board edges within the Spread the wet product to embed that edge of the transition sheet FastFlash or Joint & Seam Filler to the seams between the back of dry trowel or spatula to tool and seal the joint. Create a profile that Install non -gassing polyethylene foam backer rod (SofRod) into Trade sequencing may make wet -setting impractical, and it is not rough opening by brushing on a thin uniform coat of GypPrime. and down over the transition sheet 2" to create a seamless flashing the sheathing and the structural member, and I inch over the vertical Apply a thick bead of FastFlash or Joint & Seam Filler to the joint directs bulk water away from the joint. Allow to skin over. joint at foundation -to -wall interface. Apply enough FastFlash required. PHILIP LEE KEAN, AIA face on both sides of the paxapet. Spread the wet product to create a between the wood blocking and the top of the wall. Use a dry trowel or Joint & Seaju Filler to sufficiently fill the joint to allow for Wet -set a properly sized and adhesion -compatible transition sheet, transition. AR # 95091 seamless transition. Allow to skin over. or spatula to tool and seal the joint. Create a profile that directs bulk tooling of excess sealant onto the sheathing and the foundation Apply an additional coat of Cat 5 over the Joint & Seam Filler, tying such as Moiststop PF, into the wet FastFlash. Apply additional Shingle the transition sheet to create no less than a 6 -inch lap over ISSUE DATE: September 18, 2019 water away from the joint. Allow to skin over. waterproofing, approximately 2 inches on either side. DO NOT into the in-place Cat 5 membrane to complete the detail. FastFlash to the leading edge of the transition sheet. the existing building wrap. C/5 Install paper -backed metal lath in preparation for the scratch coat After preparing the rough opening pursuant to S4.1A or S4.113, use ARCHITECT' 0 spread product beyond the flange edge of the weep screed. (if < Coping application of stucco. a dry joint knife, trowel or chipper brush to spread the FastFlash to 0 Roller apply Cat 5 over cured sealant and onto sheathing board in Z create a seamless flashing membrane. To protect the rough opening, U) preparation to install weep screed. Wet -set vertical flange of weep make sure the membrane extends 9 inches - or as necessary to reach FastFlash W Isolation Paper < Coping W t,, _b,; Blocking and Support for Cat 5, Spray Wrap MVP or VB M Cat 5 Coping Waterproofed Step One Wet -set the < Z �'T FastFlash Blocking & Support transition sheet to Paper -Backed Metal Lath wall 1/4" under the FastFlash PHIL KEAN sill with FastFlash Roof Deck/Sheathing < ARCHITECTURE Roof Membrane Sheathing Wall FastFlash Bead Step Three CONSTRUCTION 0 V", Insulation INTERIORS Scratch Coat Transition Sheet 912 W. Fairbanks Avenue D M Winter Park, Florida 32789 PH 407-599-3922 P FAX 407-599-3923 TIONAL F 4- Q F WWW.PHILKEANDESIGNS.COM Z� Waterproofing P, ra UJ At FastFlash m Counter -flash 2" over Coping PROJECT FastFlash or FastFlash or :J the transition sheet Joint & Seam Filler Isolation Paper Joint & Seam Filler < Building Wrap Step Two astFlash Prepare rough opening pursuant 0 FastFlash or Wet -Set 0 to S41A or S4.1B Cn Joint & Seam Filler l3e�d Roof Deck 0 UJ Cat 5, Spray Wrap MVP or VB Z < Z Weep Screed W Foundation Waterproofing W Non -Gassing Polyethylene Foam Backer Rod LU 0 Transition SheeL CUSTOMER CARE 800 255 42SS PROSOCO.COM CUSTOMER CARE 800,255 4255 PROSOCO.Com CUSTOMER CARE 800 2SS 4255 PROSOCO.COM 0 9PROSOCO 062216 CUSTOMER CARE 800 255 4255 PROSOCO.Com 3: 13 0 '114 af '115 < 0 CD CN U) W M LU 0 0 0 0 0 0 0 0 than 1 Inch 1 0 0 ICU < 0 0 M Ca 0 C0 wathing Wall Construction with gypsum, plywood or OSB sheathing. Sheathing Wall Construction with gypsum, plywo( d or OSB sheathing. Sheathing Wall Construction with gypsum, plywood or OSB sheathing. thing Wall Construction with gypsum, Plywood or OSB sheathing. amoxwwsa� ICU UJ "I'. M 0 Limit the size of the deflection joint to no more than 1 inch in width. After Joint & Seam Filler has skinned over, apply a 4 -inch -wide Apply FastFlash to both sides of the joint. A 3/8 -inch bead on both installed to fully engage the extrusion. into the wet sealant. Use a Apply FastFlash to both sides of the joint. A 3/8 -inch bead on both Horizontal joints must be completed before application of vertical If laxger sizes of deflection joint occur, please contact manufacturer application of FastFlash banding over the Joint & Seam Filler in a Begin with FastFlash applied as in S4. 1A or FastFlash and Joint Step Mw Apply AirDam at interface of building wrap and rough sides of the joint will spread to a width of 1/2 inch (12-15 mils small roller such as a laminate roller 0 apply sufficient pressure to sides of the joint will spread to a width of 1/2 inch (12-15 mils thick). joints. Vertical joints should be lapped over the horizontal joint & Seam Filler applied as in S4.1B. opening, and tool it to 20-25 mils, so that it half covers the building for additional detail information. bridge -joint configuration. thick). Sealant coverage may vary depending on the porosity or set the FastFlash. Prior to tooling the excess FastFlash alongside Sealant coverage may vary depending on the porosity or texture of as shown below. H mitered or field -out corners are used, apply W 0 Z Apply GypPrime over raw edge of sheathing board. After FastFlash has skinned over, apply Cat 5 or another water- and the extrusion, shoot an additional 1/4 -inch bead of FastFlash to substrate. Place the SureSpan EX into the wet sealant using hand enough sealant under the cozmerjoint so the excess sealant fills < texture of substrate. Place the SureSpan EX into the wet sealant Step One Apply AirDam. to the outer edge of the rough opening and wrap and half overlaps into the rough opening. W air -resistive barrier over entire joint. using hand pressure to adequately spread the FastFlash onto the smooth out and counterflash the expo,,Qed edge of the extrusion 3/4 pressure to adequately spread the FastFlash onto the extrusion, the miter joint. tool to 20-25 wet mills. LO < Install non -gassing polyethylene foam backer rod into joint opening extrusion, usually squeezing a small amount of FastFlash out of an inch. Tool excessive sealant imm(,diately. usually squeezing a small amount of FastFlash out alongside the Step Two Press building wrap into wet AirDam. in preparation to receive Joint & Seam Filler. Prior to tooling the excess FastFlash alongside the extrusion, LL alongside the extrusion. Small adjustments to the placement of the Masking tape, if used, must be removed before the FastFlash be- extrusion. Small adjustments to the placement of the SureSpan EX shoot an additional 1/4 -inch bead of FastFlash to smooth out and 0 Apply Joint & Seam Filler into opening, over -filling the joint to SureSpan EX may be done at this time, but lifting and re -seating may be done at this time, but lifting and re -seating should be avoided z gins to form a skin. Ld counterflash the exposed edge of the extrusion 3/4 of an inch. Tool provide enough material to tool excess on both sides of the joint, should be avoided and may result in needing additional FastFlash and may result in needing additional FastFlash installed to fully excessive sealant immediately. 0 about 1 inch on either side. engage the extrusion into the wet sealant. Use a small roller such as Surfaces must be clean of any a laminate roller to apply sufficient pressure to set the FastFlash. Masking tape, if used, must be removed before the FastFlash begins Z type of contamination which impair adhesion of the FastFlash Horizontal Joint Condition to form a skin. UJ to the structural substrate. a LU Cleaning must be done on the U) U) LU same day on which the FastFlash WIT is applied. Place non -gassing t W polyethylene foam backer rod into _F` FastFlash or joint opening, This will support and Joint & Seam Filler protect the SureSpan EX as it is DING 0 -0, working in movement conditions WRAP (i.e. expansion/contraction/shear). ftt law— Cat 5, Spray Wrap MVP or VB '0 K1 .4 -Gassing Non W Polyethylene Foam Existing t Backer Rod Building Wrap Z DING WRAP < Seam Tape 1',, 4.1 Install backer rod FastFlash `A&t, t in a larger than 1/2" joint Non -Gassing See S4.1A or S4.113 Polyethylen 1 �9,10 6 Foam 0 Backer Rod FastFlash W Z < PLAN REVISIONS FastFlash Z Concrete Slab Counter -flash FastFlash 3/4" over the edge of 7\ < rlg,- m -,mggg' DATE DESCRIPT. the SureSpan EX CO 6F R LU 05.19.19 SCHM. I 05.22.19 PRICIN T, G SET GypPrime Step Three g Wa all" /kIrL)d[Tl Consolidate the cut R, _5 edges ofsheathing 06.11.19 CLNT. C SureSpan EX HG. A, "M with GypPrime 09.18.19 FOR PERMIT Step One V�'� t AirDam Maximum I" Deflection Joint Joint & Seam Filler Step Tw 2� Building Wrap U) J__ 0 U_ >i Z 0 CUSTOMER CARE 800 255 4255 PROSOCO.COM CUSTOMER CARE 800 25S 4255 PROSOCO.COM CUSTOMER CARE 800 2SS 4255 PROSOCO.CO CUSTOMER CARE 800 255 4255 PROSOCO.Co�� LU 16 M 'tl 8 'T1 7 Z < 0 Z W 0 Z DATA. 0 DESIGNER: NAME W 0 PHIL / ERNESTO UJ DRAWN BY: NAME MARGARET/ < Z W JOHN Z 0 T W 2: DESCRI TION: 0 Z gig 0 R -GUARD co UJ DETAILS M A7m3 Sheathing Wall Construction with gypsum, plywood or OSB sheathing. Apply FastFlash ash to both sides of the joint. t. A 3/8 inch bead on both sides of the - joint will read to a width f J P d h o 1/2 inch 12 15 mils thick). Sealant coverage may vary depending on the porosity or texture of substrate. Place the SureSpan EX into the wet sealant using hand pressure to adequately spread the FastFlash onto the extrusion, usually squeezing a small amount of FastFlash out alongside the extrusion. Small adjustments to the placement of the SureSpan EX may be done at this time, but lifting and re -seating should be avoided and may result in needing additional FastFlash Surfaces must be clean of any t contamination which impair ad[ the FastFlash to the structural s Cleaning must be done on the on which the FastFlash is appliE non -gassing polyethylene foam into joint opening. This will supr protect the SureSpan EX as it is in movement conditions (i.e. exK contraction/shear). Non -Gassing Polyethylene Foam Backer Rod Instal( backer rod in a larger than 1/2" joie FastFlas FastFlash Counter -flash FastFlaE 3/4" over the edge of SureSpan EX SureSpan EX installed to fully engage the extrusion into the wet sealant. Use a small rollerh sac as a laminate roller e to apply sufficient pressure to set the FastFlash. Prior to tooling the excess FastFlash alongside the extrusion, shoot an additional 1/4 -inch bead of FastFlash to smooth out and counterflash the exposed edge of the extrusion 3/4 of an inch. Tool excessive sealant immediately. Masking tape, if used, must be removed before the FastFlash be- gins to form a skin. Vertical Expansion Joint Condition joint CUSTOMER CARE 800 255 4255 // PROSOCO.COM 20 Sheathing Wall Construction with gypsum, plywood or OSB sheathing. Apply FastFlash to both sides of the joint. A 3/8 -inch bead on both to set the FastFlash. Horizontal joints must be completed before sides of the joint will spread to a width of 1/2 inch (12-15 mils application of vertical joints. Vertical joints should be lapped thick). Sealant coverage may vary depending on the porosity or over the horizontal joints as shown below. If mitered or field -cut texture of substrate. Place the SureSpan EX into the wet sealant corners are used, apply enough sealant under the corner joint so using hand pressure to adequately spread the FastFlash onto the the excess sealant fills the miter joint. extrusion, usually squeezing a small amount of FastFlash out Prior to tooling the excess FastFlash alongside the extrusion, alongside the extrusion. Small adjustments to the placement of the shoot an additional 1/4 -inch bead of FastFlash to smooth out and SureSpan EX may be done at this time, but lifting and re -seating counterflash the exposed edge of the extrusion 3/4 of an inch. Tool should be avoided and may result in needing additional FastFlash excessive sealant immediately. installed to fully engage the extrusion into the wet sealant. Use a small roller such as a laminate roller to apply sufficient pressure Masking tape, if used, must be removed before the FastFlash begins to form a skin. CUSTOMER CARE 800 255 4255 // PROSOCO.COM 24 Apply FastFlash to both sides of the joint. A 3/8 -inch bead on both sides of the - joint will read to width a of 1/2 inch 12 15 m' J P els thick). Sealant coverage may vary depending on the porosity or texture of substrate. Place the SureSpan EX into the wet sealant using hand pressure to adequately spread the FastFlash onto the extrusion, usually squeezing a small amount of FastFlash out alongside the extrusion. Small adjustments to the placement of the SureSpan EX may be done at this time, but lifting and re -seating should be avoided and may result in needing additional FastFlash Construction with gypsum, (plywood or OSB sheathing. installed to fully engage th,e extrusion into the wet sealant. Use a small roller such as a laminate a e roller to a r apply sufficient pressure to set the FastFlash. Prior to tooling the excess FastFlash alongside the extrusion, shoot an additional 1/4 -inch bead of FastFlash to smooth out and counterflash the exposed edge of the extrusion 3/4 of an inch. Tool excessive sealant immediately. Masking tape, if used, must be removed before the FastFlash be- gins to form a skin. Vertical Expansion Joint at Dissimilar Substrate Interface Surfaces must be clean of any type o' adhesion of the FastFlash to the stru< be done on the same day on which tf non -gassing polyethylene foam back( support and protect the SureSpan EX conditions (i.e. expansion/contraction Steel Framing CMU or Cast -in -Place Concrete FastF FastFlash Counter -flash Fa. 3/4" over the ed( the SureSpan EX SureSpan CUSTOMER CARE 800 255 4255 // PROSOCO.COM 21 Sneathing Wall Construction with gypsum, plywood or OSB sheathing. Apply FastFlash to both sides of the joint. A 3/8 -inch bead on both sides of the joint will spread to a width of 1/2 inch (12-15 mils thick). Sealant coverage may vary depending on the porosity or texture of substrate. Place the SureSpan EX into the wet sealant using hand pressure to adequately spread the FastFlash onto the extrusion, usually squeezing a small amount of FastFlash out alongside the extrusion. Small adjustments to the placement of the SureSpan EX may be done at this time, but lifting and re -seating should be avoided and may result in needing additional FastFlash installed to fully engage the extrusion into the wet sealant. Use a small roller such as a laminate roller to apply sufficient pressure to Use FastFlash as counter -flashing as S27.1 - S27.3 FastFlash used an adhesive f SureSpan EX join Surfaces must be clean of an contamination which impair < FastFlash to the structural su must be done on the same d. FastFlash is applied. Place non -gassing polyethyle rod into joint opening. This w protect the SureSpan EX as i' in movement conditions (i.e. i contraction/shear). set the FastFlash. Vert( eala 'oints should be overlapped as shoran below. Mmitered or field -cut corners are used, apply enough sealant under the corner joint so the excess sealant fills the miter joint. Prior to tooling the excess FastFlash alongside the extrusion, shoot an additional 1/4 -inch bead of FastFlash to smooth out and counterflash the exposed edge of the extrusion 3/4 of an inch. Tool excessive sealant immediately. Masking tape, if used, must be removed before the FastFlash begins to form a skin. Use FastFlash as an adhesive and counter -flashing as shown in S27.1 -S273 SureSpan EX CUSTOMER CARE 800 255 4255 // PROSOCO.COM 22 5neatning Wall I Apply FastFlash to both side f - s o the joint. A 3 i PP Y 3/8 -inch bead on both J sides of the joint will spread to a width of 1/2 inch (12-15 mils thick). Sealant coverage may vary depending on the porosity or texture of substrate. Place the SureSpan EX into the wet sealant using hand pressure to adequately spread the FastFlash onto the extrusion, usually squeezing a small amount of FastFlash out alongside the extrusion. Small adjustments to the placement of the SureSpan EX may be done at this time, but lifting and re -seating should be avoided and may result in needing additional FastFlash installed to fully engage the extrusion into the wet sealant. Use a small roller such as a laminate roller to apply sufficient pressure to set the FastFlash. Expansion Joint .onstruction with gypsum, plywood or OSB sheathing Horizontal joints must be completed before application of vertical joints. Vertical joints should be lapped over the horizontal joints as shown below. Mmitered or field -cut corners are used, apply enough sealant under the corner joint so the excess sealant fills the miter joint. Prior to tooling the excess FastFlash alongside the extrusion shoot an additional 1/4 -inch bead of FastFlash to smooth out and counterflash the exposed edge of the extrusion 3/4 of an inch. Tool excessive sealant immediately. Masking tape, if used, must be removed before the FastFlash begins to form a skin. Use FastFlash as counter-flashil as shown in 527.1 -S27.3 Expansion Joint FastFlash used as an adhesive for SureSpan EX joints CUSTOMER CARE 800 255 4255 // PROSOCO.COM 23 J QLEEo.kF o0 ° ®4'r °o o ° 0 AR95091 ° :73.° nII O Ci O ' °O0000°opOo °° Q°0 0 D 0 D (� PHILIP LEE KEAN, AIA AR # 95091 ISSUE DATE: September 18, 2019 ¢ 0 z } W W ARCHITECT: a W rr U_ 912 W. Fairbanks Avenue 5 Winter Park, Florida 32789 m PH 407-599-3922 FAX 407-599-3923 Z WWW.PHILKEANDESIGNS.COM 2 UJ PROJECT: a a LU _ F_ 3 a 0 U U Z O F Q U U W a 0 Z a z 5 a W Ld w _ ui 0 O 0 O Z Y U 0 U LUU of ¢ aM W M U W N N NW L M _J o 0 CU ILL > 2 0 W ZCU C) 0 _ Q of ° W _ CU M a 1 1Cr 0 O Z Z v U) c) 0 LU a M 7 z L ¢ LL Y .�� NLL J a 0 Z Q ~ z w 0 Z 0 U Z W UJ W U) W X CL LL) w _ O O 2 F Z O H !n O W rrO Z Q Z O 0 U 0 O a W rrr Z PLAN REVISIONS Z DATE DESCRIPT. o W 05.19.19 SCHM.1 T 05.22.19 PRICING SET 0' 0 06.11.19 CLNT. CHG. o Z 09.18.19 FOR PERMIT W ¢ 0 z } W W O a a W rr U_ J a U PHIL KEAN a a U W 0 ARCHITECTURE CONSTRUCTION o INTERIORS w z 0 912 W. Fairbanks Avenue 5 Winter Park, Florida 32789 m PH 407-599-3922 FAX 407-599-3923 Z WWW.PHILKEANDESIGNS.COM 2 UJ PROJECT: a a LU _ F_ 3 a 0 U U Z O F Q U U W a 0 Z a z 5 a W Ld w _ ui 0 O 0 O Z Y U 0 U LUU of ¢ aM W M U W N N NW L M _J o 0 CU ILL > 2 0 W ZCU C) 0 _ Q of ° W _ CU M a 1 1Cr 0 O Z Z v U) c) 0 LU a M 7 z L ¢ LL Y .�� NLL J a 0 Z Q ~ z w 0 Z 0 U Z W UJ W U) W X CL LL) w _ O O 2 F Z O H !n O W rrO Z Q Z O 0 U 0 O a W rrr Z PLAN REVISIONS Z DATE DESCRIPT. o W 05.19.19 SCHM.1 T 05.22.19 PRICING SET 0' 0 06.11.19 CLNT. CHG. o Z 09.18.19 FOR PERMIT W DETAILS 1 SHEET NUMBER A7.4 O a V LL U W a w _ 0 LL J Z 0 w 0 w Q 0 Z a O Z V N DATA: W O Z Q ESIGNER: a o NAME W PHIL / ERNESTO a a RAWN BY: W W NAME MARGARET/ JOHN Z SHEET ° DESCRIPTION: 0 Z ¢ Z Z w R -GUARD U o W DETAILS 1 SHEET NUMBER A7.4 ELECTRICAL LEGEND SYMBOL DESCRIPTION (D SWITCH PLAN REVISIONS THREE WAY SWITCH DESCRIPT. FOUR WAY SWITCH o DIMMER SWITNOTE PRICING SET 110v OUTLET "GFI 110v OUTLET, GFCI WP GFI 110v OUTLET, WEATHER PROOF GFCI ILS 110v OUTLET, CEILING it 1 110v OUTLET, BELOW 110v OUTLET, SWITCHED d 220v OUTLET 0 FLOOR OUTLET -0- SURFACE MOUNTED INCANDESCENT LIGHT �� WALL SCONCE LARGE PENDANT FIXTURE PENDANT FIXTURE OINGROUND UPLIGHT c c LIGHT/FAN COMBO UNIT O BATH FAN �O RECESSED LED LIGHT DESIGNER: C DIRECTIONAL RECESSED LED LIGHT 0 RECESSED LED LIGHT - VAPOR PROOF n NICHE PUCK LIGHT ------------- LED BACKLIGHTING DESCRIPTION: HEADER LIGHT FIXTURE LL SQUARE PENDANT LIGHT FIXTURE ELECTRICAL W LINEAR CHANDELIER © RECESSED RISER LIGHT RECESSED WALL MOUNTED OUTDOOR LIGHT BEAM MOUNTED DIRECTIONAL 2'X 4 LED LIGHT SD SMOKE DETECTOR S/C COMBO SMOKE/CARBON MONOXIDE DETECTOR TV OUTLET PHONE JACK ELECTRICAL PANEL I ELECTRICAL METER 4 PB PUSH BUTTON 4 INTERCOM CO GARBAGE DISPOSAL CHIMES E c ELEVATOR CALL BUTTON FK---qFK---q ALARM KEY PAD �a JUNCTION BOX Pc LAMP HOLDER - PULL CHAIN FLOOD LIGHTS O CEILING FAN CORNER FAN - ATTACHES TO CEILING ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. r------------------�— GFI / wn �P:l.I GFI GF SD — — — — — — ---- - — — — — --------------------- -- --------- —— — — — — — — — — - - ----------------------------------------------- ------ —------- ---� \/ WP / � � \ ; , I o 1 I ___-------------- / WP WP liGFI �/ \ i FI WP GFI _-- TO LED TAPE — 3 \---------------TQL.EDIAPE----------- / ----- --------------�=_--- GFI GFI / / \ _ TO LIGHTS // _----- ABOVE 11 #CF1 / I I \ \ I 1 I I ao I� I / a� If3--C F / I d / I GFI_L D. IJL� / I GFI GFIC 171 I II I I III GFI \ I\ TO LIGHTS ABOVE I GFI \ i GFI GFI \ o C Ow 10 mm N GFI GF ELECTRICAL NOTES 1. UNLESS OTHERWISE SPECIFICALLY STATED HEREIN, THE ELECTRICAL PLAN(S) ARE ONLY FOR GENERAL DESIGN INTENT AND HAVE BEEN COMPILED TO MEET PERMIT REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. ACTUAL QUANTITY, TYPE, AND PLACEMENT OF OUTLETS, SWITCHES, FIXTURES, AND ALL OTHER RELATED ELECTRICAL EQUIPMENT SHALL BE DETERMINED BY THE CONTRACTOR AND OWNER. INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. 2. CONTRACTOR SHALL VERIFY WITH POWER COMPANY THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. 3. ALL WIRES SHALL BE THW COPPER, UNLESS NOTED OTHERWISE. 4. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 5. ALL BRANCH CIRCUITS IN RACEWAY OR NON-METALLIC SHEATHED CABLE. 6. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 7. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURERS SPECIFICATIONS. 8. PROVIDE DISCONNECT SWITCH SIZE AS REQUIRED BY LOAD AND UNITS. 9. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER'S RECOMMENDATIONS. 10. PROVIDE GROUND FAULT INTERRUPT (GFI) BREAKERS FOR ALL BATHROOM, GARAGE AND EXTERIOR OUTLETS AS SHOWN. 11. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE 'UL' APPROVED AND SELECTED BY OWNER. 12. PROVIDE PRE -WIRED TELEPHONE AND TELEVISION (CABLE TV) OUTLETS. 13. WIRE KITCHEN AND FAMILY ROOM SEPARATELY. 14. ELECTRICAL SERVICE SIZE SHALL BE DESIGNED BY THE ELECTRICAL CONTRACTOR. THIS PLAN SHALL BE USED AS A GUIDE, POWER REQUIREMENTS SHALL BE DETERMINED BY TOTAL LOAD OF THE HOUSE 15. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC. 300 AMP ELECTRICAL RISER DIAGRAM 'ALL DETECTORS SHALL BE SMOKEICARBON MONOXIDE COMBO. 'ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS AND TAMPER PRnnF NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL): KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FRC 2017 R313. 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NFPA 70A-2 7. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 8. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 9. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 10. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 11. ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN 6' IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. UL' 0 -0 C 0000 DODOD� ��0 PHILIP LEE KEAN, AIA AR # 95091 ISSUE DATE: September 18, 2019 ARCHITECT: PHIL KEAN ARCHITECTURE CONSTRUCTION INTERIORS 912 W. Fairbanks Avenue Winter Park, Florida 32789 PH 407-599-3922 FAX 407-599-3923 W W W.PHILKEANDESIGNS.COM PROJECT: 0 M QCUco N L_ CO cu o � Zccu V C W j f� Z cn v aco �z CN i Q Uj (D in PLAN REVISIONS DATE DESCRIPT. 05.19.19 SCHM.1 05.22.19 PRICING SET 06.11.19 CLNT. CHG. 09.18.19 FOR PERMIT i c c i is DATA: DESIGNER: C NAME PHIL / ERNESTO g Ll DRAWN BY: u NAME MARGARET/ JOHN u z SHEET L DESCRIPTION: c z a LL MAIN LEVEL ELECTRICAL W cn PLANUj SHEET NUMBER El ■ 0 LLJ 0 Uj 0 Z Y U F- LU W U LU Q LL 0 F_ U) W m LLI F_ 0 ELECTRICAL NOTES 1. UNLESS OTHERWISE SPECIFICALLY STATED HEREIN, THE ELECTRICAL PLAN(S) ARE ONLY FOR GENERAL DESIGN INTENT AND HAVE BEEN COMPILED TO MEET PERMIT REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. ACTUAL QUANTITY, TYPE, AND PLACEMENT OF OUTLETS, SWITCHES, FIXTURES, AND ALL OTHER RELATED ELECTRICAL EQUIPMENT SHALL BE DETERMINED BY THE CONTRACTOR AND OWNER. INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. 2. CONTRACTOR SHALL VERIFY WITH POWER COMPANY THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. 3. ALL WIRES SHALL BE THW COPPER, UNLESS NOTED OTHERWISE. 4. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 5. ALL BRANCH CIRCUITS IN RACEWAY OR NON-METALLIC SHEATHED CABLE. 6. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 7. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURERS SPECIFICATIONS. 8. PROVIDE DISCONNECT SWITCH SIZE AS REQUIRED BY LOAD AND UNITS. 9. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER'S RECOMMENDATIONS. 10. PROVIDE GROUND FAULT INTERRUPT (GFI) BREAKERS FOR ALL BATHROOM, GARAGE AND EXTERIOR OUTLETS AS SHOWN. 11. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE 'UL' APPROVED AND SELECTED BY OWNER. 12. PROVIDE PRE -WIRED TELEPHONE AND TELEVISION (CABLE TV) OUTLETS. 13. WIRE KITCHEN AND FAMILY ROOM SEPARATELY. 14. ELECTRICAL SERVICE SIZE SHALL BE DESIGNED BY THE ELECTRICAL CONTRACTOR. THIS PLAN SHALL BE USED AS A GUIDE, POWER REQUIREMENTS SHALL BE DETERMINED BY TOTAL LOAD OF THE HOUSE 15. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC. 300 AMP ELECTRICAL RISER DIAGRAM *ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO, *ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS AND TAMPER PROOF NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL): KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FRC 2017 R313. 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NFPA 70A-2 7. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 8. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 9. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 10. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 11. ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN & IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. �,A 01, I P LEE ° 44, 0 C ��'m�Q�D PHILIP LEE KEAN, AIA AR # 95091 ISSUE DATE: September 18, 2019 ARCHITECT: PHIL KEAN ARCHITECTURE CONSTRUCTION INTERIORS 912 W. Fairbanks Avenue Winter Park, Florida 32789 PH 407-599-3922 FAX 407-599-3923 W W W. PH ILKEANDESIG NS.COM 1 PROJECT: 1 0 M � N L M U � C_cu cu UL_ cuftftftftft cu 1_u U � Q Z cn v M Z �■ CN J E Q uj O in PLAN REVISIONS DATE DESCRIPT. 05.19.19 SCHM.1 05.22.19 PRICING SET 06.11.19 CLNT. CHG. 09.18.19 FOR PERMIT DATA: DESIGNER: NAME PHIL/ ERNESTO RAWN BY: NAME MARGARET/ DESCRIPTION: UPPER LEVEL ELECTRICAL PLAN I E.2 Lu 0 w Z Y 0 U W F U Lua LL 0 Ld m Lu 0 I ELECTRICAL LEGEND SYMBOL DESCRIPTION SWITCH 3 THREE WAY SWITCH FOUR WAY SWITCH o DIMMER SWITOMTE 110v OUTLET "'GFI 110v OUTLET, GFCI d WP GFI 110v OUTLET, WEATHER PROOF GFCI L� 110v OUTLET, CEILING j + 110v OUTLET, BELOW 110v OUTLET, SWITCHED 220v OUTLET FLOOR OUTLET SURFACE MOUNTED INCANDESCENT LIGHT WALL SCONCE LARGE PENDANT FIXTURE PENDANT FIXTURE OINGROUND UPLIGHT LIGHT/FAN COMBO UNIT O BATH FAN �O RECESSED LED LIGHT �- DIRECTIONAL RECESSED LED LIGHT RECESSED LED LIGHT - VAPOR PROOF ❑O NICHE PUCK LIGHT -------------- LED BACKLIGHTING �- HEADER LIGHT FIXTURE SQUARE PENDANT LIGHT FIXTURE LINEAR CHANDELIER Emw] RECESSED RISER LIGHT RECESSED WALL MOUNTED OUTDOOR LIGHT BEAM MOUNTED DIRECTIONAL 2'X 4' LED LIGHT SD SMOKE DETECTOR S/C COMBO SMOKE/CARBON MONOXIDE DETECTOR TV OUTLET PHONE JACK ELECTRICAL PANEL ELECTRICAL METER T PB PUSH BUTTON 4 INTERCOM O GARBAGE DISPOSAL CHIMES FE -c-1 ELEVATOR CALL BUTTON FA_K7 ALARM KEY PAD �e JUNCTION BOX Pc LAMP HOLDER - PULL CHAIN FLOOD LIGHTS %dR CEILING FAN CORNER FAN - ATTACHES TO CEILING ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. ELECTRICAL NOTES 1. UNLESS OTHERWISE SPECIFICALLY STATED HEREIN, THE ELECTRICAL PLAN(S) ARE ONLY FOR GENERAL DESIGN INTENT AND HAVE BEEN COMPILED TO MEET PERMIT REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. ACTUAL QUANTITY, TYPE, AND PLACEMENT OF OUTLETS, SWITCHES, FIXTURES, AND ALL OTHER RELATED ELECTRICAL EQUIPMENT SHALL BE DETERMINED BY THE CONTRACTOR AND OWNER. INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES. 2. CONTRACTOR SHALL VERIFY WITH POWER COMPANY THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. 3. ALL WIRES SHALL BE THW COPPER, UNLESS NOTED OTHERWISE. 4. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY. 5. ALL BRANCH CIRCUITS IN RACEWAY OR NON-METALLIC SHEATHED CABLE. 6. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 7. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURERS SPECIFICATIONS. 8. PROVIDE DISCONNECT SWITCH SIZE AS REQUIRED BY LOAD AND UNITS. 9. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIPMENT, AND AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER'S RECOMMENDATIONS. 10. PROVIDE GROUND FAULT INTERRUPT (GFI) BREAKERS FOR ALL BATHROOM, GARAGE AND EXTERIOR OUTLETS AS SHOWN. 11. ELECTRICAL FIXTURES, TRIM AND APPLIANCES SHALL BE 'UL' APPROVED AND SELECTED BY OWNER. 12. PROVIDE PRE -WIRED TELEPHONE AND TELEVISION (CABLE TV) OUTLETS. 13. WIRE KITCHEN AND FAMILY ROOM SEPARATELY. 14. ELECTRICAL SERVICE SIZE SHALL BE DESIGNED BY THE ELECTRICAL CONTRACTOR. THIS PLAN SHALL BE USED AS A GUIDE, POWER REQUIREMENTS SHALL BE DETERMINED BY TOTAL LOAD OF THE HOUSE 15. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NEC. 300 AMP ELECTRICAL RISER DIAGRAM *ALL DETECTORS SHALL BE SMOKE/CARBON MONOXIDE COMBO, *ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS AND TAMPER PROOF NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 16" AFF (GENERAL): KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR. 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE IN ACCORDANCE WITH FRC 2017 R313. 6. PROVIDE AFCIs (ARC FAULT INTERRUPTERS) IN ALL DWELLING UNIT BEDROOMS PER NFPA 70A-2 7. KEEP ALL SMOKE DETECTORS MINIMUM OF 36" FROM BATHROOM DOORS 8. IN NEW CONSTRUCTION, SMOKE DETECTORS SHALL BE HARDWIRED INTO AN A/C ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. 9. BATHROOM EXHAUST FANS MUST VENT TO THE EXTERIOR OF THE BUILDING, VENTILATION TO ATTIC SPACE AND SOFFITS IS NOT ACCEPTABLE. 10. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dBA AT 10 FEET, AND EITHER HARDWIRED OR OF THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR OR WINDOW ARE OPENED. 11. ADD GFCI PROTECTION TO RECEPTACLES IN LAUNDRY ROOMS AND UTILITY ROOMS OF DWELLINGS WHERE INSTALLED WITHIN & IF THE OUTSIDE EDGE OF A SINK. THIS WOULD INCLUDE THE RECEPTACLE INSTALLED FOR A WASHING MACHINE. RECEPTACLES OUTLESTS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE OR SINK TO FULFILL THE REQUIREMENT FOR AN OUTLET EVERY 24". THE WIDTH OF THE SINK OR RANGE IS NOT TO BE INCLUDED IN THE SPACING OF THE OUTLETS UNLESS THE DISTANCE FROM THE SINK OR RANGE IS GREATER THE 12" FOR STRAIGHT COUNTER TOPS AND 18" FOR SINKS AND RANGES INSTALLED IN CORNER COUNTERS. �,A 01, I P LEE ° 44, 0 C ��'m�Q�D PHILIP LEE KEAN, AIA AR # 95091 ISSUE DATE: September 18, 2019 ARCHITECT: PHIL KEAN ARCHITECTURE CONSTRUCTION INTERIORS 912 W. Fairbanks Avenue Winter Park, Florida 32789 PH 407-599-3922 FAX 407-599-3923 W W W. PH ILKEANDESIG NS.COM 1 PROJECT: 1 0 M � N L M U � C_cu cu UL_ cuftftftftft cu 1_u U � Q Z cn v M Z �■ CN J E Q uj O in PLAN REVISIONS DATE DESCRIPT. 05.19.19 SCHM.1 05.22.19 PRICING SET 06.11.19 CLNT. CHG. 09.18.19 FOR PERMIT DATA: DESIGNER: NAME PHIL/ ERNESTO RAWN BY: NAME MARGARET/ DESCRIPTION: UPPER LEVEL ELECTRICAL PLAN I E.2 Lu 0 w Z Y 0 U W F U Lua LL 0 Ld m Lu 0 I