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Home My WebLink About7993-7343 Gall BlvdA TENANT IMPRO I EMEN T FOR: LOCATED AT 7341 GALL BLVD ZEPHRYHILLS, FL 33541 aae ezi ra _ r c iSi .��t "'3lti��. ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHI?A110N J29713 FL LICENSE ,-06921 20,5 'BEST MAIN ST. AVON PARK, FL 33825 PH, 863,657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561,835.9744 SENT: ORANGEWOOD BUILDERS DRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863. 452, 6400 N 4 N J a N _ 0 a Lj J *� m u- a U J w U5nr d d' r- W �] o LJ 2 U t3 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 12.19.1 AS BUIL7S 5.11.12 rr A _4A— INw, } j, r. a .L DRAWN BY, R MSG D , ..z, CHECKED BY: COOL&COKE PROJECT IVY"q`' Via- ;:' «..:. DATE. 5.11.12 ti y,�� .lit C1 1 OF I j- GENERAL PLAN NOTES: 1. THE GENERAL CONTRACTOR (G.C.) SHALL FIELD VERIFY ALL POSSIBLE EXISTING CONDITIONS PRIOR TO CONSTRUCTION. G.C. SHALL IMMEDIATELY INFORM THE DESIGN PROFESSIONAL OF ANY CONFLICTS WITH THE WORK PROPOSED IN THESE PLANS. G.C. SHALL IMMEDIATELY INFORM THE DESIGN PROFESSIONAL OF ANY DISCREPANCIES HE/SHE DISCOVERS WITHIN THESE PLANS. 2. DO NOT SCALE THESE DRAWINGS. USE FIGURED DIMENSIONS FOR NEW CONSTRUCTION. FIXTURES (LIGHTS, ETC) ARE NOT DIMENSIONED SO THEY CAN BE COORDINATED WITH FURNITURE AND INTERIOR DESIGNER. 3. IT IS THE G.C.'S RESPONSIBILITY THAT ALL CONSTRUCTION (AND DEMOLITION) IS TO PROCEED ONLY IN STRICT ACCORDANCE WITH ALL CURRENT, APPLICABLE LOCAL CODES & ORDINANCES. 4. THESE PLANS & SPECIFICATIONS ARE TO BE USED IN THEIR ENTIRETY. IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO COORDINATE BETWEEN ALL SYSTEMS & TRADES SO AS TO AVOID CONFLICTS. 5. THE G.C. SHALL SUBMIT TO THE DESIGNER PROFESSIONAL SHOP DRAWINGS, CUT -SHEETS AND/OR SAMPLES OF ALL MATERIALS, FINISHES, FIXTURES, & EQUIPMENT FOR APPROVAL PRIOR TO ANY ORDERING, FABRICATION OR INSTALLATION. G.C. SHALL ALLOW (2) WEEKS MIN. FOR THESE REVIEWS AND THEIR RETURN. 6. G.C. SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS (INCLUDING TIE-IN ELEVATIONS) & COORDINATE WITH ALL PROPOSED WORK. 7. ANY PIPING IN OPEN PLENUM CEILING SHALL BE WRAPPED WITH 1 HOUR FIRE RATED TAPE. 8. G.C. TO COORDINATE MECHANICAL, PLUMBING & ELECTRICAL CONTRACTORS WITH SHELL CONTRACTOR TO VERIFY ALL SPACE REQUIREMENTS PRIOR TO SETTING OF STRUCTURAL ITEMS. 9. G.C. TO COORDINATE THESE PLANS WITH ANY INTERIOR DESIGN PLANS INCLUDING SPECIAL WALL OR CEILING FINISHES, MOULDING OR WOODWORK, FIXTURES, BUILD -OUT & CABINETRY WHICH HAS INTERIOR DESIGNER & DESIGN PROFESSIONALS APPROVAL. 10. G.C. SHALL BE RESPONSIBLE TO PROVIDE ALL MATERIALS AND LABOR AS NECESSARY TO CONSTRUCT THE FACILITY DEPICTED ON THESE PLANS. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSES, INSPECTIONS AND ALL OTHER REQUIRED FEES. THIS CONSTRUCTION SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND GOVERNMENTAL REGULATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. G.C. SHALL TURN OVER TO THE OWNER A CLEAN FACILITY, WITH A CERTIFICATE OF OCCUPANCY, RECORD DOCUMENTS, INSPECTION CERTIFICATES, WARRANTIES AND BONDS, EVIDENCE OF PAYMENT AND RELEASE OF LIENS, AND OPERATION AND MAINTENANCE MANUALS. 11. UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION, G.C. SHALL WALK THE FACILITY WITH THE OWNER AND DEMONSTRATE OPERATION OF EQUIPMENT, RECORD ITEMS OWNER ARE DISSATISFIED WITH AND COORDINATE SUBCONTRACTORS CORRECTION OF SAME. 12. G.C. SHALL TAKE FIELD MEASUREMENTS AND SUBMIT SHOP DRAWINGS WHICH ILLUSTRATE EXACT PRODUCT PROPOSED, DIMENSIONS, FABRICATION, LAYOUT, SETTING OR ERECTION DETAILS AS NECESSARY TO CLEARLY DEPICT TO THE DESIGN PROFESSIONAL THE INTENDED MATERIALS AND METHODS OF CONSTRUCTION. SUBMIT CUT SHEETS, BROCHURES, PERFORMANCE CHARTS, AND PALETTE OF AVAILABLE PATTERNS AND COLORS WHERE DESIGN PROFESSIONALS SELECTION IS REQUIRED. IDENTIFY ANY DEVIATIONS FROM CONTRACT DOCUMENTS. 13. PRODUCT MANUFACTURERS SHALL BE COMPANIES SPECIALIZING IN THE PRODUCTION OF THEIR SPECIFIC PRODUCT WITH A MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. COMPLY FULLY WITH MANUFACTURER'S INSTRUCTIONS, AND INDUSTRY STANDARDS. INSURE THAT WORK IS ONLY PERFORMED BY PERSONS PROPERLY TRAINED AND QUALIFIED TO PERFORM WORK TO INDUSTRY STANDARDS. AS A RULE OF TOLERANCE, ALL WORK SHALL BE WITHIN 1/8" TO 10" OF FLAT, LEVEL AND TRUE. 14. OCCUPANCY SENSORS ARE REQURIED IN SPACE FOR ANY BUILDING (NOT TENANT) THAT IS OVER 5,000 S.F. 15. ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND IN ORIGINAL WRAPPER WHEN DELIVERED TO THE SITE. G.C. SHALL BE RESPONSIBLE TO PROTECT MATERIALS FROM SOILING, MOISTURE DISFIGUREMENT, OR DAMAGE. 16. ALL SUBSTITUTIONS SHALL BE APPROVED BY DESIGN PROFESSIONAL. 17. ALL DIMENSIONS SHOWN ON THIS PLAN ARE NOMINAL AND SHOW DESIGN IN TEST ONLY. THE G.C. SHALL BE RESPONSIBLE TO ADJUST ACTUAL CONSTRUCTION DIMENSIONS SLIGHTLY TO ALL FOR EXACT MATERIAL THICKNESSES. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS. 18. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMAL BE CONSIDERED INCIDENTAL T THEIR INSTALLATION. ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON THE DRAWINGS L,_' r MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECTS AND READY FOR OPERATION SHALL BE FURNISHED AN INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. ALL SYSTEMS AND THEIR ASSOCIATED CONTROLS MUST BE COMPLETELY INSTALLED, CONNECTED AND OPERATING TO THE SATISFACTION OF THE OWNER. 19. KEEP ONE (1) SET OF RECORD DRAWINGS FOR AS-BUILTS AT THE JOB SITE. NEATLY MAKE CHANGES WITH RED PENCIL. SHOW ACTUAL LOCATIONS OF ITEMS AS INSTALLED. MARKUP SCHEDULES TO SHOW CORRECT DATA. AT COMPLETION OF PROJECT, SIGN SETS OF PRINTS CERTIFYING THAT THESE PRINTS ARE ACTUAL AS -BUILT CONDITIONS AND TURN OVER TO DESIGN PROFESSIONAL. 20. CUTTING OF STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS IS NOT ALLOWED WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO CUTTING. 21. THE G.C. AND ALL SUBCONTRACTORS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL OF ANY OBSERVED DISCREPANCIES PRIOR TO SUBMISSION OF BIDS. 22. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS. 23. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 24. ALL EXPOSED METAL TO BE PAINTED. COLOR AS SELECTED BY THE DESIGN PROFESSIONAL. 25. ALL FIRE RATED WALLS AND PARTITIONS AND PARTITIONS INSULATED FOR SOUND TRANSMISSION ARE TO RUN CONTINUOUS FROM FLOOR TO UNDERSIDE OF ROOM DECK AND ABOVE. ALL JOINTS TO BE TAPED AND SPACKLED AND ANY DUCT PENETRATIONS TO BE FIRE DAMPERED AS REQUIRED BY CODE. 26. ALL CEMENT PLASTER OR PORTLAND CEMENT BOARD ABUTTING OTHER MATERIAL TO BE FURNISHED WITH METAL EDGE STRIPS. ALL PIPING, DUCT WORK, AND CONDUIT TO BE CONCEALED. WALLS AND/OR PARTITIONS TO BE FURRED OUT AS REQUIRED TO PROVIDE MINIMUM COVER. 27. ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT IN FIRE RATED WALLS SHALL BE BACKED WITH 5/8" TYPE X GYPSUM BOARD OR AS REQUIRED TO MAINTAIN THE RATING. PROVIDE DOUBLE STUDS OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT, ALL WOODS BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING. DEMOLITION NOTES 1. THE DEMOLITION PLAN REPRESENTS THE GENERAL DEMOLITION AND DOES NOT COVER ALL ASPECTS OF THE DEMOLITION REQUIRED TO COMPLETE THIS PROJECT. IT IS THE RESPONSIBILITY OF THE G.C. TO CO-ORDINATE BETWEEN ALL TRADES, TYP. 2. EACH SUB -CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO OR DURING DEMOLITION TO CO-ORDINATE THE REQUIRED DEMOLITION FOR THEIR TRADE. ADDITIONAL DEMOLITION NOT CO-ORDINATED WILL BE THE RESPOSIBUITY OF THE G.C.AND HIS SUB -CONTRACTOR, TYP. 3. THE G.C. AND HIS SUB -CONTRACTORS ARE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR THE DEMOLITION INCLUDING BUT NOT LIMITED TO SHORING, STAGING, TEMPORARY BRACING AND THE CONSTRUCTION OF NEW SUPPORT SYSTEMS REQUIRED PRIOR TO ANY DEMOLITION, TYP. SITE SPECIFIC NOTES IMPORTANT NOTE: ALL FIRE WALLS AND PENETRATIONS ARE EXISTING AND NO ALTERATIONS OR PENTRACTIONS ARE PROPOSED. ALL CONDUIT THRU FIRE WALLS ARE EXISTING AND CONSTRUCTED PER CDDE WHEN THE BUIDLING WAS CONSTRUCTED. SOME PORTIONS OF THE WALL SHALL BE IN DISREPAIR AND SOME PENETRATIONS MAY NOT COMPLY WITH A 1 HOUR RATING, CONTRACTOR SHALL REPAIR PORTION OF WALL USING .625" TYPE "X" DRYWALL BOTH SIDES AND CAULK ALL PENETRATIONS WITH 1 HOUR FIRECAULK. SCOPE OF WORK: A PORTION OF THE SPACE IS A EXISTING VANILLA SHELL W/CONCRETE FLOORS, AND FIRE RATED DEMISING WALL - THE ROUGH IN FOR A BATHROOM EXIST BUT NO FIXTURES ARE PRESENT. THE OTHER PORTION OF THE SPACE IS A EXISTING FINISHED ACCOUNTING OFFICE WITH ONE BATHROOM PRESENT. A GYM FACILITY IS PROPOSED WITH 3 TOTAL BATHROOMS, TANNING ROOM, PERSONAL TRAINER OFFICE AND MANAGER OFFICE. ALL NEW ELECTRICAL SHALL TIE INTO EXISTING PANEL. ALL NEW HVAC SHALL TIE INTO 2 - EXISTING ROOFTOP PACKAGE UNITS. SLAB/FOUNDATION NOTE: EXISTING SLAB TO REMAIN - CUT SLAB AS NEEDED FOR RELOCATION OF PLUMBING. DO NO CUT STRUCTURAL FOOTER WITHOUGHT WRITTEN CONSENT FROM STRUCTURAL ENGINEER. FILL CUT AREAS WITH 4" THICK 2500 PSI CONCRETE WITH 10 X 10 - 6X6 W.W.F. OVER CLEAN COMPACTED SOIL. DOWELS ARE NOT REQUIRED IF CUT IS LESS THAN 24" WIDE. NOTE: 1. ALL EXTERIOR COMPONENTS ARE EXISTING AND NO CHANGES ARE PROPOSED 2. G.C. SHALL SUBMIT SEPERATE LOW VOLTAGE, FIRE ALARM, AND FIRE SPRINKLER APPLICATION AND SHALL BE SEPERATE PERMIT. 3. EXISITNG OCCUPANT CLASSIFICATION IS GROUP B - BUSINESS PER REQUIREMENTS AND DEFINITIONS PURSUANT TO FFPC 101: SECTION 6.1.1.1.1 4. OCCUPANT COUNT SHALL BE CALCULATED AS FOLLOWS: 15 S.F. PER OCCUPANT - EXERCISE AREAS (3,328 S.F. - 222 OCC), 100 S.F. PER OCCUPANT OFFICES/TANNING AREA (265 S.F. - 3 OCC), 300 S.F. PER OCCUPANT AT STORAGE/MECH AREAS (143 S.F. - 1 OCC), BATHROOMS ARE ACCESSORY USE AND NOT CALCULATED (263 S.F. - 0 OCC.) =====226 OCCUPANTS 5. ALL EMERGENCY LIGHTING SHALL BE TIED TO LIGHTING CIRCUITS IN SAME ROOM OR AREA AND WIRED AHEAD OF SWITCHES - NO SEPERATE CIRCUITS 6. THESE DRAWINGS SHALL BE IN FULL COMPLIANCE WITH CHAPTER 43 OF THE 2007 FLORIDA FIRE PREVENTION CODE 7. NO FIRE ALARM EXIST OR SHALL BE PROPOSED. DELETE ALL REFERENCES ON THIS PLAN TO ANY SMOKE DETECTORS AS NONE SHOULD BE INSTALLED 8. DUCT DETECTION SHALL BE PLACED ON SUPPLY SIDE OF ALL EXIST. AND PROP. A/C AND ACTIVATION OR TROUBLE SHALL CAUSE A VISUAL AND AUDIBLE SIGNAL IN A NORMALLY OCCUPIED AREA 9. AFTER THE INSTALLATION OF THE SPRINKLER SYSTEM - THE FANS SHALL BE LOCATED SO THAT THERE ARE NO CONFLICTS BETWEEN FAN COVERAGE AREA VS SPRINKLERS. SPRINKLERS GOVERN. 10. CORRIDORS SHALL BE IN COMPLIANCE WITH FBC 1017.1 CODE/PROJECT INFORMATION PROPERTY ADDRESS: 7341 GALL BLVD ZEPHRYHILLS, FL 33541 ZEPHRYHILLS COMMONS PLAZA CODES: FLORIDA BUILDING CODE, 2007 ED. W/2009 ADMEND. FLORIDA PLUMBING CODE, 2007 ED. W/2009 ADMEND. FLORIDA MECHANICAL CODE, 2Q07, �D,,• W/2009 ADMEND. 2007 FLORIDA FIRE PREVENTION CODE. AND 2008 NEC ACCESIBILITY - FLORIDA BUILDING CODE, 2007 ED - CHAPTER 11 BUILDING INFORMATION: BUILDING CRITERIA CODE PROVISION 1. SITE REQUIREMENTS THERE ARE NO CHANGES TO EXISTING BDG. CONSTRUCTION OR USE 2. PROPOSED OCCUPANCY USE GROUP A3 - ASSEMBLY 3. TYPE OF CONSTRUCTION TYPE II UNPROT. - FULLY SPRINKLERED (FFPC - TYPE II-000) 4. ALLOWABLE BUILDING HEIGHT EXISTING 5. NUMBER OF STORIES 1-STORY EXISTING 6. GROSS LEASE AREA 3,999 GROSS S.F. 7. FIRE RESISTANT CONSTR. REQ. EXIST. SPRINKLERED (REQUIRED PERMIT BY OTHERS) 8. FIRE SUPPRESSION SYSTEMS SPRINKLERED m 9. OCCUPANCY SEPERATION REQ. 1 HOUR EXISTING - ALL PENETRATIONS EXISTING TO REMAIN 10. OCCUPANT LOAD a 226 OCCUPANTS - SEE NOTE #4 11. NUMBER OF EXITS PROVIDED 4 EXISTING - 0 PROPOSED 12. MAXIMUM ALLOWABLE DEAD END 20'-0" 13. MAXIMUM TRAVEL DISTANCE 250'-0" 15. MINIMUM EXIT AISLE / CORRIDOR WIDTH 36" 16. MINIMUM CLEAR WIDTH @ EXIT DOOR 32" 17. MINIMUM INTERIOR FINISH CLASSIFICATION (NFPA).. LOCATION CLASS ASSYMBLY AREAS WALLS & CEILING A, B OR C (IF OCCUPANCY IS < 300) ENCLOSED STAIRWAYS A CORRIDORS & LOBBIES A OR B 18. PLUMBING FIXTURE COUNT/REQ. 226 OCCUPANTS 19. MINIMUM INTERIOR WALL &` CEILII'WhW't RIQ".± - 6Y� 100CUPANdY (FTC) t OCCUPANCY LOCATION CLASS A3 -SPRINKLERED EXITS B EXIT ACCESS C OTHER C A3 - UN-SPRINKLERED EXITS A EXIT ACCESS A OTHER C PLUMBING FIXTURE COUNT DRINKING FOUNTAIN LAV SERVICE SINK REQUIRED 1 PER 500 MEN 1 WC PER 125 1 LAV PER 200 1 SERVICE SINK WOMEN 1 WC PER 65 1 LAV PER 200 226 OCC COUNT (113 MEN, 113 WOMEN) DRINKING FOUNTAIN WC LAV SERVICE SINK PROVIDED 1 MEN 1 1 1 PROPOSED WOMEN 2 2 19. LEVEL OF ALTERATION ALLOWABLE OCCUPANTS DOOR # 1 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS OOR 2 (6" SI GLE D OR) 36" .2 = 80 0 UPA S DOOR # 3 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS DOOR # 4 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS 2 w U m w 0 af ' X w r AREA OF WORK SCALE: NTS 'Ovoli 4 tv Ycgnil Ad S -rgmt. Rd r 4 n rLL, p Id^:h�nA,,c'•b North IOwn Z �I�1 Are Hr�i - Zachyrhi'� .'4 tSl ttxlda❑r r, M Pintj acid Rd 7etdi�llrlAa � t:r K4 a+ Gorr*loca 2ac+ryrrrlo d !1rainc1,xic11.1 `^ On% Run 1hw1V1eW 4tl+rda,1,1A:M Mu�f+:W I'sNco Mcdicel ! Arts Center Arts Cwnter ntan Irafttr 'rr.34 five , 1Jrn1 Rr!�,rtrriiAb it a!y^qa K Ccamah � � r, � r+ cF 4a' 7rtrt,prl•,;1v GOOpQ�f,tll3 'rats VmwgI H � R. r^.-uptllrrr Ri " LOCATION PLAN SCALE: NTS a er �. w a ram_,_ a q a o II �o a p v NNN N W z VE ALA WALL, BATHS, AND B KNEADS WHERE DAitED - EXISTING CL'G T REMAIN p II � II 00, y it � II THE CHANGE OF OCCUPANCY SHALL BE IN COMPLIANCE, WITH FBC CHAPTER- 9 EXIST./DEMO PLAW REFERENCE ONLY INDEX OF DRAWIN( ARCHITECTURAL C1 - COVER PAGE C2 - GENERAL INFORMATION HC1 - HANDICAP DETAILS Al- FLOOR PLAN A2 - RESTROOM PLANS / INT. ELEVATIONS A3 - SCHEDULES A4 - WALL TYPES A5 - REFLECTED CEILING PLAN A6 - LIFE SAFTEY PLAN MECHANICAL, ELECTRICAL. PLUMBING E1 ELECTRICAL PLAN E2 NOTES / CALCULATIONS P1 PLUMBING PLAN / NOTES / DETAILS M1 MECHANICAL PLAN FIRE SPRINKLER PERMIT BY OTHERS. THIS OFFICE HAS PREFORMED A STUDY REGARDING THE FUTURE FIRE SPRINKLER DESIGN AND DETERMINED THAT THE COST FOR MODIFICATION TO THE EXISTING SPRKINLER SYSTEM WILL BE LESS THAN $5,000 AND WILL CONTAIN LESS THAN 49 SPRINKLER HEADS IN SPACE a Nil, L ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AIJTH , ATION #29713 FL LIC_tJSt #16921 203 WES i" IAAf ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 LIENT: ORANGEWOOD BUILDERS ADDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 z 0 w Q w m li p ��vi w ♦_ NMI Q z �na V- N a w w w 0 REVISIONS/SUBMITTALS: ID 065C DATE PERMIT SUBMITTAL 112.19.1 I I AS BUILTS D.11.121 DRAWN BY: CHECKED BY: PROJECT #: DATE: iOG COOL&COBS 5.11.12 C 2 . 2 OF 13 CONTROLS AND OPERATING LL BE G OPERABLE WITH ONE HAND AND SHIALLSNOTA REQUIRE 4" MA CLEAR Y AMOUNT �� 'rh'ORRESPONDING GRADE TIGHT GRASPING, PINCHING OR TWISTING OF THE�"' LOBBY �BRILLE WRIST. THE FORCE REQUIRED TO ACLBF TIVATE CONTROLS r — ENGINEER OF RECORD: Mko SHALL BE NO GREATER THAN o LEVER —OPERATED PUSH—TYPESAND ELECTRONICALLFAUCEYS i z XIT �+ ■■■■■ �S \ SHALL COMPLY WITH 4.27.04 CONTROLLED I COOL AND COBB z _ �� WOMEN soon HALO SEAT MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. RREQUIRED O PERMANENT DOOR . . ■... TOWEL DRYER COVER TOWEL. r, IF ROSIN ARE USEDTHE 1 oESEFACONDs °� z ( ENGINEERING CO. IDENTIFlCA110N c CERT OF AUTHIZATION #29713 tO Q---�--0—' I =d FL LICENSE 16921 CORRESPONDING GRADE II MIRROR t NOTES '� # BRAILLE ROOM SIGN SOAP LIGHT d SANITARY `V TACTILE EXIT SIGN INTERNATIONAL DISPENSER NAPKIN 1. SEAL AROUND ALL RECESS RESTROOM EQUIPT. , TDD SYMBOL 2. PROVIDE 16G BACKING AT ALL ACCESSORIES AND •1 �j • LAV TOPS AT GRAB BARS PROVIDE 16G BACKING FIG. (A) MG. (8) DOOR IDENTIFICATION SIGNAGE A03 g SECURED TO AT LEAST 3 STUDS 3. CAULK AROUND JOINT AT BOTTOM OF TOILET AND CANE HITS POST OR PYLON WASTE FLOOR BEFORE PERSON HITS OBJECT 4. ALL "BOBRICK" SPECIFIED ITEMS MAY BE SUBSTITUTED WITH APPROPRIATE ALTERNATE WITH IEU DESIGN PROFESSIONAL APPROVAL LITERARY BRAT i F STANDARD DIMENSIONS: 5. ALL TOILET PAPER DISP. INSTALLED AT 7" MIN. TO �. Dot Diameter .059 Inches PROPORTIONS WASHROOM ACCESSORIES 9" MAX. IN FRONT OF WATER CLOSET 203 WEST !SSA ST. Inter —Dot Spacing .090 Inches 6. BOTTOM OF MIRROR TO BE INSTALLED 38" ABOVE / AVON PARK, FL - 33825 Horizontal Separation BETWEEN Calls ��. " CANE RANGE PH. 863.65T.2323 .241 Inches INTERNATIONAL SIGN OF ACCESSIBILITY FlG. (A) FIG. (8) Vertical Separation WASHROOM SCALE 2 CLEARANCEENTS E Between Cslls .395 Inches INTERNATIONAL ACCESSIBILITY INTERNATIONAL SYMBOL OF ACCESS NTS SYMBOL FOR .HEARING EMPAIRED - ERAL NOTES DRAFTING SERVICES BY: TACTILE EXIT SIGN IS REQUIRED IN ADDITION TO ILLUMINATED SIGN ABOVE DOOR AT EXIT DOOR SEE PLAN 6" 9" 9" 6" M I CH AEL GARRISON APPROVED SELF -LUMINOUS SIGN (.06 FT. LAMBERTS MIN.) BLOCK CAPITAL LETTERS NOT LESS THAN 6" IN HEIGHT WITH A STROKE OF NOT LESS THAN .75" LETTERS TO HAVE WIDTH OF NOT LESS THAN 2" EXCEPT FOR THE LETTER "1" WITH A SPACING BETWEEN RECESSED FOUNTAINS: 224 DATURA ST. #401 TTERS OF NOT LESS THAN .375" CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE .10- ON CENTERS IN EACH CELL WITH .20" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MIN. OF .40" ABOVE THE BACKGROUND 1. WITHIN ALCOVES MINIMUM 63" WIDE, MINIMUM 18" DEEP WHEN DOUBLE WEST PALM BEACH. FL 33401 LETTERS AND NUMBERS SHALL BE RAISED 1 / 32", UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE ii BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST .675" HIGH, BUT NO DRINKING FOUNTAINS ARE REQUIRED AND 32" MIN. CLR. WHEN A SINGLE 561.835.9744 IGHER THAN 2" FOUNTAIN IS PERMITTED. PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING JECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR. A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO LETTERS AND NUMBERS ON SIGNS SHALL HAVE AWIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATION BETWEEN 1:5 AND 1:10. CHARACTERS CONCTRACT WITH THEIR BACKGROUND 9UGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND) BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS AND RECOMMENDATIONS AND COORDINATING WITH THE ARCHITECT. CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH C� R 17 �18. 2, SEE TYPICAL ACCESSIBILITY NOTES SHEET SECTIONS 'R" de "U". TTERS AND NUMBERS 32" $1NGLE PROJECTED FOUNTAINS LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS -SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. (SEC. 11178.5.6.1) FOR RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. (SEC. 111785.6.2) IM PAIRED AT A PROJECTED DRINKING FOUNTAIN WARNING FOR THE VISION IMPAIRED 1. WAA PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE PROVIDED BY EITHER THE FOLLOWING MEANS: CAN BEMINIMUM OF 6" IN HEIGHT. (SEC. 11178.5.6.3) LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 3-5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1: 5 AND 1:10. (SEC. 1117B.5.3) A. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING FOUNTAIN CAN BE OF CONTRASTING COLOR WITH A TEXTURE THAT CONTRASTS CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. (SEC. 11178.5.5) CHARCTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER IN RESILIENCY WITH THE ADJACENT FINISHED FLOOR MATERIAL, SO THAT IT ASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 11216, THE MINIMUM CHARACTER HEIGHT SHALL BE 30. (SEC. 11178.5.4) CAN BE SENSED BY A CANE. WITH THE TEXTURE EXTENDING FROM THE WALL TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE '- CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL FOOT BEYOND EACH SIDE OF THE FOUNTAIN, OR E 1H 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. (SEC. 11178.5.2) E GN LOCATIONS 6" MAX z B. INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO rn PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING J ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL. SHALL BE '�. FOUNTAIN AND TO WITHIN 6" OF THE PATH OF TRAVEL FLOOR FINISH. THERE � a MUST BE 32" CLEAR BETWEEN THE WING WALLS, OR . �O EN11FIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS. AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN AYS. (SEC. 11178.5.7 & 11276.3) GENERAL WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SEC11ON 11176.5.6. SIGNS ALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT LEAF DOORS. SIGNS SHALL BE PLACE ON THE ILLUSTRATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES EST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 80' ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT THE ONLY. A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTING SON MAY APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SVNNG OF A DOOR. (SEC. 11178.5.9) HEIGHT SUITABLE TO PERSONS WITH LIMITED PHYSICAL BENDING ABILITY, ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. FOUNTAINS ADJACENT TO THE ACCESSIBLE FOUNTAIN, MAINTAINING MINIMUM CLEARANCES BUILDINGS REMODELED To PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. NOTED AND AS REQUIRED. PROVIDE TEXTURED AREA OF CONTRASTING COLOR TO IDENTIFY WATER FOUNTAIN LOCATION AS NOTED. WHEN FOUNTAIN IS AT TERNATIONAL SYMBOL OF ACCESSIBILITY AN INTERIOR LOCATION. THE TEXTURED AREA SHALL ALSO BE OF DIFFERENT RESILIENCY THAN THAT OF THE ADJACENT FLOOR SURFACE FINISH. SEE STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL REQUIREMENTS. WHITE FIGURE ON BLUE BACKGROUND. COLOR / 15090 ON FEDERAL STANDARD 595A. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. 3 CLIENT: ORANGEWOOD BUILDERS ADDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 ft RAILLE o USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL 0.2 INCH SPACE BETWEEN CELLS. , _ DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. z a SCALE SCALE SCALE �-� SIGNAGE 1 DRINKING FOUNTAIN NTS 4 SHOWER CONTROLS NTs 5 *N NTS o o 1 w, 18" CA 48 X �- Q V) op 0' pSM X", Q m [i IN, CONTROL AREA I I 'b� 54' P wtIEE ADJACENT OBSIRucTroN 0 a N IN• 4T MINIMUM OR WALL OCCURS Z 0 I � � 12" MNNNAUTA IF DOOR HAS � Tr)IN', / I—� J I I BOTH A CLOSER AND A LATCH Z 30" \N 4$" REQUIRED CLEAR SPA � � ZM2* O Z Z CLEAR FLOOR SPACE HIGH AND LOW 36" MINIMUM a FA HIGH FORWARD REACH LIMIT �. ,�. © PARALLEL APPROACH SIDE REACT LIMITS W 24" 30" M` 1. X SHALL W < 25 INCHfS; Z SHALL BE > X. z ro MX 2. WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. us I t• r ' 3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. $ 184" M� INTERIOR O � / © MAXIMUM FORWARD REACH OVER AN OBSTRUCTION REQUFIED CM SPACE . SEAT WALL ,"` BACK CONTROL WALL R DOOR WIDTH PLUS 1. FE MAXIMUM SIDE REACH OVER AN OBSTRUCTION ��, � REVISIONS/SUBMITTALS: INIFIM ID DESC DATE �' SCALE CLEAR SPACE SCALE A� P1N1 PERMIT SUBMITTAL 2.19.1 SHOWER CONTROLS NTS 6 NTS 24r MIN. EXTERIOR & 18" MINIMUM INTERIOR COMPRESSED CARPET 1/4" MAX. BEYOND STRIKE EDGE OF A BELOW THRESHOLD N. FLOOR LEVEL V.I.F. (SEE NOTES A do B) CATEw THE AS BUILTS .11.12 SIDE ARD VMICH IT THRESHOLD SEE P4AR NCE1 ' SLINGS 1/2" M E 7 NOTES 48" MINIMUM PILE HEI T 18" MIN. 18' 2'-O" CUTURED MARBEL 3r C , ] TRANSITION BETWEEN FLOOR FINISHES BACKSPLASH OR EQ. 36" (MIN.) GRAB BAR M 2 DDMOtt ( ) • � OF 8= Qo CULTURED MOSAIC LAV AND PULLMAN TOP OR a� 4422" BAR N THERMOSTAT 2 EQ. a DRAWN BY: MSG a 1 " �' CULTURED MARBEL FACE " " 000R rIOTN 4Y � CHECKED BY: COOL&COBS /2 MAX' " OREQ. MI X ; g SWITCH 8 CONT. PIANO HINGE O; © THRESHOLD 1/4" MAX. MIN. PANEL DESIGN SID48" MIN. WHEN FRONT 1 MI WALL MOUNTED PROJECT ENTRY DOOR OR 60" MINIMUM Q Z MAGNETIC CATCH O J WHEN SIDE ENTRY DOOR �� / 22 DATE: 5.11.12 !618GA• PANEL DESIGN r ANGLE CLEARANCE NOTES: - 3'_6• 3o-On 6 IL ♦ i4MDF TYP. O PA A. 28" CUR. BETWEEN LAVATORY 0 0 Y4 PLYWOOD 1 3'-0" — -6 WALL OUTLET �, ;,� FBI LANDING AT � RM PESIGN ,2r CUR. AND EDGE OF WATER CLOSET TANK I MAX. GA i l�i�tl C LEVEL CHANGES PLAS. LAM. 5/8 HINGED UUDWHHEN TANK WATER CLOSET • 0 z PANEL (OPT: PROTECTIVE T.P. I NOTES#as PIPING BOOT) �18" MIN. CLEAR, B. 26" MIN. CLR. TO EDGE OF BOWL °i I 1. WAR SPACES MUST BE LEVEL TO PREVENT WNNEEL.CIUIRS 24" PREFERRED WHEN FLUSH VALVE WATER CLOSET 1 �. QRPRPS TO RE CIi FOR THE FROM RMING *IEN THE DOOR./ 4 FORELEASES OT 5 1. �/2AN� MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL OCCURS. (28" MIN. CUR. BETWEEN PLATE HEIGHTS AIMLAVATORY TO FURTHEST PROTRUDING SIDE WALLS REAR WALLS FOR DRAMME. 2 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER EDGE OF WATER CLOSET, TYPICAL.) 2 WERE DOORS OPEN DIM BUT NOT INTO A CORRDOR. THE 1/4" VERITCAL LEVEL CHANGE. PLAN REMO LEVEL AREA MWO TIE DOORS MAY BE A MINIM OF 3 1/4" MAXIMUM VERTICAL LEVEL CHANGE. C. PROVIDE PRIVACY DOOR LOCK FLOOR MOUNTED 4r. FOR ADDITIONAL WORMMMI, SEE WMCABLE M01M ON WHEN IT IS A PRIVATE TOILET OR TYPICAL AOCFSS111M NOTES SLEET. SCALE SCALE FOR UNISEX USE. FIXTURES SCALE SCALE THRESHOLDS NTS ADA LAV NTS g RESTROOM NTS 1 0 SWITCH HEIGHTS NTS 11 --- OF 13 DOOR APPROACH SCALE 1 NTS s .■ ' CONTROL TYPE T/P WARP ENTIRE •.PING •• (ASSUMES T■ sSHOWER s ■ ■ NORTH - PARKING SOUTH - COVERED WALK PROPOSED FLOOR PLAN ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICENS #16921 203 WEST MAI ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MiCHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 CLIENT: ORANGEWOOD BUILDERS RESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 .. N O J Q MZ Q Ocn � Z Q M W Qm� � �- MAW a ce Z o Q � IX a W w W ' U N W 0 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 2.19.1 I AS BUILTS 5.11.121 WN BY: MSG BY: COOL&COB OJECT: TE: 5.11.12 OF 13 SCALE: 1 /4" = 1'-0" — �wgfl�� 1�111#I�I�NI�II��FIM "I�!�I�Ih � I l 1 —11 ! _ '�_ GRAPHIC WALL CONCEPT SCALE: 1 /2" = 1'-0" 7'-9" MIN. SHOWER MOISURE RESISTANT GWB PAINTED 1' erg. \—i2" 7.�TwT-10 111`-_J ■ "—y'MIe� �1:r1I1►V1& —1—�� - RECESS SOLID BASE—, LOGO WALL CONCEPT SCALE: 1 /2" = 1'-0" It A" kII►1 SS SHELVES MERCHANDISE SH PER DESIGN MANUL TANNING R 881 e� TILE FULL HGT. TILE WALL I11 I i� SEE FINISH SCHED _z 18X3 SFC MNT. MIRROR z z I I BEVELED EDGES I O: Q = Cs � ADA HGT. 0 cn � R c TILE COPING O 48 ROWER CONTROLS. 0 TILE COPING O 48 i� 0 I 0 I > Ll 0 TP d z o TILE WALL ❑ N SEE FINISH SCHED VARIES - SEE PLAN a n T.P TILE ALL INSULATE PIPES TILE WALL 1 SEE NISH SCHED SEE FINISH SCHED / 60" TURNING DIA. a i UNISEX 110 10'-o" I BATHROOM ELEV.. BATHROOM ELEV. 22, Wz ' SCALE: 1 /2" = 1'-0" SCALE: 1 /2" = 1'-0" PROP.ADA LAYOUT MAY VARY — HEIGHT INFORMATION PURPOSE ONLY LAYOUT MAY VARY — HEIGHT INFORMATION PURPOSE ONLY ADA GRAB BARS II _ e* ENLARGED BATH PLAN SCALE: 1 /2" = 1'-0" 112 111 10'-0" C F1 81 alI C4 W1 4" 8'-7" NOTE: 1. TOILET FLUSH CONTROLS SHALL BE MOUNTED ON WIDE SIDE OF TOILET NOT MORE THAN 44" A.F.F. 2. PROVIDE 2X8 BLOCKING AT ALL GRAB BARS AND SEAT PROVIDE TYPICAL ADA HARDWARE IN ALL BATHS SUCH AS: MIRROR, SOAP DISPENSOR, PAPER TOWEL DISPENSOR, TP PAPER DISPENSOR GRAB BARS, ETC. GRAB BARS PER DETAILS TYPICAL AS SHOWN SHOWERS SHALL HAVE GRAB BARS AND SEAT IN ACCORDANCE WITH FBC CH. 11-FIGURE 36 AND FIGURE 37 WITH 60" ADA HOSE MOUNTED AT 66" A.F.F. SEAT SHALL ALSO COMPLY WITH FPC 408.8.3 AND 408.8.5 4" 5'-0" E.W.H NO ELEC. PANELS IN THIS AREA 4" CHASE WALL TYP STOR. 109 lot -ow F7 81 Z C2 W2 LCIou 0a ADA GRAB BAR / 60" TURNING DIA. WOMEN \\ \ (PROP. ADA WC 108 to' —oft 1 22,2 84 C2 W2 � A3 aw of o X z (n 0 U cr N\ 4'-0" F 4'-0" 4" 4" / 60" TURNING DIA. a MEN \ ` 107 1 10'-0" 2Z2 84 C2 f W2 \ PROP. ADA WC i ADA GRAB BARS ADA HGT. INKING FOUNTAIN 4'-6" 4'-6" e 6 I ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHi2AT10N #29713 FL LICEN .#1692.1 203 WEST MA ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 O Q vi W QpM W > M Q co � z ¢ ten= z 0 r� c1= N `� Q W Lu W 0 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 12.19.1 AS BUILTS .11.12 AWN BY: ECKED BY: OJECT #: TE: MSG COOL&COBB 5.11.12 A 2 5_ OF 13 ',1 PAINT SCHEDULE FINISH SCHEDULE SEE DESIGN MANUAL ROOM NAME FOR PREFERRED VENDORS ROOM # 101 8'-0" CEILING HEIGHT FLOOR F2 83 BASE CEILING Cl W2 WALLS I EARTH SCHEME MANUFACTURER COLOR/NUMBER COLOR/NUMBER P-1 6505 ATMOSPHERE ACCENT COLOR 0 BACK WALL OF FUNCTIONAL TRAINING (FLANKING LEFT SIDE OF TOILET BLOCK). SEPERATE FROM OTHER ACCENT COLORS P-2 SHERWIN WILLIAMS 6095 TOASTY ANCHOR COLOR ® PERMITER OF TOILET BLOCK AND TANNING F FLOOR B BASE P-3 SHERWIN WILLIAMS 6130 MANNERED GOLD SUPPORTING COLOR ® BACK WALL OF FREE WEIGHTS AND TANNING (FLANKING FIRGHT SIDE OF TOILET BLOCK) AND SIDE WINDOW WALL. ALSO SOFFIT/EDGE COLOR (W/EXPOSED STRUCTURE PAINTED WHITE) AND 0 TOILET ROOMS ON TOILET AND SINK WALL - P-5 ON ALL OTHER WALLS 1 CA1 CARPET 1 - MFGR: PATCRAFT -- STYLEDAZZLE TILE 0 MONOLITHIC INSTALLATION RECOMMENDED.. QUARTER TURN ACCEPTED - COLOR: 00512 EXQUISITE -- EARTH SCHEME 1 BASE 1 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 167 FUDGE -- EARTH SCHEME 2 BASE 2 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 20 CHARCOAL -- FUSION SCHEME 2 CA1 CARPET 2 -- MFGR: PATCRAFT STYLE: Z6418 TOO HANDSOME EW24, BRICK INSTALLATION REQ. COLOR:00556 SHOW OFF FUSION SCHEME 3 BASE 3 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 40 BLACK -- CLASSIC SCHEME P-4 SHERWIN WILLIAMS 2028-40 PEAR GREEN ACCENT COLOR 0 SIDEWALL OF FREE WEIGHTS AND CONTINUING TO BACK WALL OF OFFICES. SEPERATE FROM OTHER ACCENT COLORS. AREA OF ACCENT COLOR TO BE APPROXIMATELY 25% SMALLER THAN OTHER COLORS 3 CA1 CARPET 3 - MFGR: PATCRAFT -- STYLE: DAZZLE TILE 10119, MONOLITHIC INSTALLATION RECOMMENDED, QUARTER TURN ACCEPTED - COLOR: 00307 FLAMBOYANT -- CLASSIC SCHEME 4 BASE 4 -- MFGR: CROSSVILLE -- STYLE: 6"X6" OR 12"X12" COTTO AMERICANA -- COLOR: AV173 RED -- GROUT: BOSTIK TRUCOLOR SUMMER WHEAT 150 -- TOILET & INSIDE SHOWER WALLS -- USE COORDINATION BULLNOSE FOR WAINCOT CAP AND AT EXTERNAL CORNERS -- USE COORDINATING COVE BASE WHERE REQURIED -- ALL SCHEMES P-5 SHERWIN WILLIAMS READY MIXED NAVAJO WHITE NEUTRAL COLOR ® WINDOW WALL, INSIDE AND OUTSIDE FREE OF STANDING WALLS OF OFFICES, AND INSIDE WALLS OF TANNING 4 RF1 RUBBER 1 - MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR EL36 PEANUT CRUNCH -- EARTH SCHEME 5 RF1 RUBBER 2 - MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR EL46 GRIPPIN GREY -- FUSION SCHEME P-6 SHERWIN WILLIAMS 2166-30 BRONZE TONE SUPPORTING COLOR 0 BACK OF INSPIRATION AND LOGO WALLS AND BACK AND SOFFIT OF GRAPHIC WALL. C CEILING 6 RF1 RUBBER 3 - MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR EL09 PUMPIN PURPLE -- CLASSIC SCHEME P-7 SHERWIN WILLIAMS CHALKBOARD PAINT 307/BLACK 0 INSPIRATION WALL (PROVIDE PURPLE CHALK) 7 T1 PORCELAIN TILE 1 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS103 GIALLA -- GROUT: BOSTIK TRUCOLOR ALMOND H153 -- EARTH SCHEME 1 CEILING 1 - OPEN EXISTING -- PAINT 2 CEILING 2 -- EXISTING CEILING TILES -- PAINT 8 T1 PORCELAIN TILE 2 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS100 ALMOND -- GROUT. BOSTIK TRUCOLOR ALMOND H153 -- FUSION - SCHEME FUSION SCHEME 3 CEILING 3 -- DRYWALL CEILING -- PAINT MANUFACTURER COLOR/NUMBER COLOR/NUMBER 9 Tl PORCELAIN TILE 3 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS100 ALMOND -- GROUT. BOSTIK TRUCOLOR ALMOND H153 -- CLASSIC SCHEME 4 CEILING 4 - NEW 2'X2 OR 2'X4' (SEE PLAN)' -- MFGR: ARMSTRONG -- STYLE: CONCEILED EDGE P-1 SHERWIN WILLIAMS 6505 ATMOSPHERE SUPPORTING COLOR ® FRONT WINDOW WALL AND 0 TOILET ROOMS ON TOILET AND SINK WALL - P-5 ON ALL OTHER WALLS. THIS COLOR SERVES TO COOL THE PALETTE AND MAINTAIN BALANCE W WALLS/VERTICAL SURFACES 10 10 VCT 1 - MFGR: ARMSTRONG -- STYLE: STANDARD EXCELON IMPERIAL TEXTURE -- COLOR: 57500 PURPLE BROWN -- EARTH SCHEME P-2 SHERWIN WILLIAMS 7020 BLACK FOX SUPPORTING COLOR AT SIDWALL OF FREE WEIGHTS AND CONTINUING TO BACK WALL OF OFFICES. ALSO SOFFIT/EDGE COLOR (W/EXPOSED STRUCTURE PAINTED WHITE) 1 GYPSUM WALL BOARD -- PAINTED 11 VCT1 VCT 2 - MFGR: ARMSTRONG -- STYLE: STANDARD EXCELON IMPERIAL TEXTURE -- COLOR: 51915 CHARCOAL -- FUSION SCHEME 2 MOISTURE RESITANT GYPSUM WALL BOARD FULL HEIGHT -- PAINTED P-3 SHERWIN WILLIAMS 6558 PLUMMY ACCENT COLOR AT BACK AND SOFFIT OF GRAPHIC WALL AND BACK OF LOGO AND INSPIRATION WALL 12 VCT1 VCT 3 - MFGR: MANNINGTON -- STYLE: TECCARE -- COLOR: 616 CRYSTAL ROSA -- CLASSIC SCHEME 3 ST1 CULTURED STONE 1 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: TULE DESERT -- EARTH SCHEME P-4 SHERWIN WILLIAMS 7016 MINDFUL GRAY ANCHOR COLOR @ PERIMETER OF TOILET BLOCK AND TANNING 13 VP1 VINYL PLANK 1 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- COLOR: LP6-06 MEDIUM WALNUT -- EARTH SCHEME 14 VP1 VINYL PLANK 2 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- COLOR: LP6-01 WARM BEECH -- FUSION SCHEME 4 ST1 CULTURED STONE 2 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: SILVER -- FUSION SCHEME P-5 SHERWIN WILLIAMS 7014 EIDER WHITE NEUTRAL COLOR 0 BACK WALL OF FREE WEIGHTS AND TANNING (FLANKING ONE SIDE OF TOILET BLOCK) AND EXTERIOR OF OFFICES. ALSO AT SIDE WINDOW WALL AND INTERIOR'S OF OFFICES; TANNING, AND BATHROOMS (3 OF 4 WALLS) 15 VP1 VINYL PLANK 3 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- COLOR: LP6-01 WARM BEECH -- CLASSIC SCHEME 5 ST1 CULTURED STONE 1 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: TULE DESERT -- CLASSIC SCHEME 16 VP2 CUSION BACKED VINYL PLANK 1 - MFGR: GERBERT LIMITED ECORE -STYLE: RXCT - COLOR: SPF1823 ANTIQUE OAK - EARTH SCHEME P-6 SHERWIN WILLIAMS CHALKBOARD PAINT 307/8LACK ALTERNATE TO ,WC-3 0 INSPIRATION WALL (PROVIDE PURPLE CHALK) 17 VP2 CUSION BACKED VINYL PLANK 2 - MFGR: ECORE -STYLE: RXCT - COLOR: 2001 GRAND MAPLE - FUSION SCHEME 6 WC1 WALLCOVERING 1 -- LOGO WALL -- MFGR: TRIKES -- STYLE: LANARK BUNGALOW -- COLOR: MS-710-02 MOCHA JAVA -- EARTH SCHEME 18 VP2 CUSION BACKED VINYL PLANK 3 - MFGR: GERBERT LIMITED ECORE -STYLE: RXCT - COLOR: 2001 GRAND MAPLE - CLASSIC SCHEME 7 WC1 WALLCOVERING 2 -- LOGO WALL -- MFGR: TRIKES -- STYLE: LANARK BUNGALOW -- COLOR: MS-710-02 MOCHA JAVA -- FUSION SCHEME CLASSIC SCHEME 19 1 WOOD FLOORING 1 -MFGR: KAHRS -STYLE: ACTIVITY FLOOR -COLOR: 303N19EK5LKWI0 OAK MOCHA -EARTH SCHEME MANUFACTURER COLOR/NUMBER COLOR/NUMBER 20 WF1 WOOD FLOORING 2 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR 303N15AP5OKWO MAPLE - FUSION SCHEME 8 WC1 SONZI 3 -- LOGO WALL -- MFGR: COLOUR AND DESIGN -- STYLE: SONZI -- COLOR: V47664 ROYAL PLUM -- CLASSIC SCHEME STYWALLE: P-1 SHERWIN WILLIAMS 6711 PARAKEET ANCHOR COLOR 0 PERIMETER OF TOILET BLOCK AND TANNING. ALSO AT INTERIOR OF OFFICES. STRONT COLOR USED TO DRAW THE EYE INTO THE SPACE. 21 WOOD FLOORING 3 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR 303N15AP50KWO MAPLE - CLASSIC SCHEME 9 WC2 WALLCOVERING 4 -- GRAPHIC WALL -- CUSTOM GRAPHIC -- GRAME W/ MIN. OF 2.25" WOOD FRAME FINISHED P3 - CONTACT "IN STORE GRAPHICS AND DISPLAYS" 952.746.8940 -- CORDINATE THEME 22 TOILET ROOM FLOOR 1 - MFGR: CROSSVILLE - STYLE: 6X6 OR 12X12 COTTO AMERICANA -- COLOR: AV172 TAN -- GROUT: BOSTIK TRUCOLOR ALMOND 153 -- ALL SCHEMES P-2 SHERWIN WILLIAMS 6356 COPPER MOUNTAIN SUPPORTING COLOR AT SIDE WINDOW WALL, BACK OF INSPORATION WALL AND BACK AND SOFFIT OF GRAPHIC WALL. ALSO SOFFIT/EDGE COLOR (W/EXISTING STRUCTURE PAINTED WHITE) AND ACCENT BATHROOM WALL AT TOILET ROOMS ON TOILET AND SINK WALL - P-4 ON ALL OTHER WALLS 23 SHOWER FLOOR 1 - MFGR: CROSSVILLE - STYLE: 2X2 COTTO AMERICANA -- COLOR: AV172 TAN -- GROUT: BOS11K TRUCOLOR ALMOND 153 -- ALL SCHEMES P-3 SHERWIN WILLIAMS 6895 LAUGHING ORANGE ACCENT COLOR AT SIDEWALL OF FREE WEIGHTS CONTINUING INTO OFFICES. COLOR USED AS A POP OF BOLDNESS LAYERED BEHIND NEUTRAL 24 ACID WASHED COLORED STAINED FLOOR P-4 SHERWIN WILLIAMS 7035 AESTHETIC WHITE NEUTRAL COLOR AT FRONT WINDOW WALL AND BACK WALL FLANKING TOILET BLOCK/TANNING (3 OF 4 BATHROOM WALLS) ALSO AT BACK OF LOGO WALL AND OUTSIDE OF OFFICES. COLOR USED AS RELIEF BETWEEN BOLDER ADJACENT COLORS DOORSCHEDULE P-5 SHERWIN WILLIAMS CHALKBOARD PAINT 307/BLACK ALTERNATE TO WC-3 0 INSPIRATION WALL (PROVIDE PURPLE CHALK) MARK DOOR SIZE (W.xH.xT.) MAT'L TYPE LABEL NOTES 101 3'-0" X 7'-0" WD SC - 1 3/4" SOLID CORE WOOD FLUSH W/CLOSER 102 EXIST N-0" X 7'-0" EXIST EXIST - EXIST. EXIT DOOR - VERIFY/PROVIDE PANIC HARD. 0 EXITS PAINTING NOTE: PROVIDE PRIME + 2 COATS OF SEMI GLOSS, LOW VOC PAINT PER SCHEDULE ABOVE. DO NOT SUBSTITUTE BRANDS FOR COLOR MATCHING. 103 EXIST. 6'-0" X 7'-0" GL EXIST - EXIST. EXIT DOOR - VERIFY/PROVIDE PANIC HARDWARE 104 PR. 3'-0" X 7'-0" WD GL - 1 3/4" SOLID CORE - 1 LITE FRENCH DOOR - CLEAR TEMP. GLASS - CLOSER LEGEND: DOOR NOTES AL ALUMINUM 1. ALL GLASS SHALL BE TEMPERED AL/GL ALUMINUM & GLASS 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED DBL DOUBLE DOORS 3. STOREFRONT DOOR AND WINDOWS SHALL HAVE CLEAR ANODIZED FINISH HM HOLLOW METAL 4. HOLLOW METAL DOOR FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR 5. HOLLOW METAL DOORS SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR. SOLID CORE MAPLE WD WOOD 6. ALL DOORS SHALL BE SEALED (CLASSIC AND FUSION) , STAINED (EARTH) TO MATCH FINISH OF CASEWORK FG FIBERGLASS 7. ALL EXIT HARDWARE SHALL CONFORM TO NFPA REQUIREMENTS - EXTERIOR DOORS SHALL HAVE MAX 8.5 LB EFFORT AND INTERIOR DOORS SHALL HAVE LS EFFORT TO OPEN - ALL HARDWARE SHALL BE LEVER TYPE MOUNTED AT 36" A.F.F. - PROVIDE 10" HIGH KICKPLATE ALL DOORS TYP 8. ALL STOREFRONT (INT AND EXT) DOORS AND WINDOWS SHALL BE FACTORY FINISH - WHITE PREFERABLY DOOR TYPES W W// iw 0 �o n cq\ ih ... SET HARDWARE SCHEDULE ON�a. Y oW • O v 311:N M i � Q �a mUY `Jcn o o REMARKSc m oo a x 0 m N a0=0 a_ ^_ �U L, 1 X AGR ONL W X X X X ® MGR + TRAINER 2 X W X X X X ® ALL BATHROOMS 3 X W X X X X ®TANNING 4 X W X X ® STORAGE/MECH 5 W X X X 10 GROUP EXERCISE 6 X X F X X X X EXT. DOOR NOTE: ' 1. ALL EXIT DOORS TO HAVE HARDWARE AS PER APPLICABLE CODES. 2. EXISTING DOORS TO REMAIN OPERABLE SHALL HAVE ELECTRINIC DOOR STRIKES ADDED AS PART OF THE SECURITY SYSTEM TO BE PROVIDED & INSTALLED BY OWNER. CONTRACTOR SHALL PROVIDE & INSTALL PADDLE - TYPE EXIT DEVICE ON OPERABLE 3-REQUIRED). CONTRACTOR TO ADJUST AND REPAIR EXISTING HARDWARE TO MAKE DOORS. FULLY OPPERABLE. 3. FINISH SHALL BE BRUSHED NICKEL ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHI ATION #29713 FL LICENSE •16921 203 WEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: .ORANGEWOOD BUILDERS I 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 a J a D a �- <pp� w W A>M W R �+- c7c 8:jC6 wm 2 NM� a q IX Q FS a W • t;.i W • w 0 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 2.19.1 AS BUILTS 15.11.121 AWN BY: MSG ECKED BY: COOL&COBS OJECT TE: 5.11.12 A3 _� of 13 1 SC GL BOTT. OF ROOF DECK PAINT WHI WHERE EXPOSED 25GG CONT. MNJAL TRACK FASTENED TO EACH ILAR JOIST 1 /2". GYP. BD. BOTH S PROVIDE MOISTURE RES. GYP. WITHIN 72" OF WATER SOL 25G 3 5/8" MTL O 16" PROVIDE R-11 BATT INSULAI j90NC. FLR: (SEE R . FIN. SCH.) WALL TYPE C SCALE: NTS BOTTOM OF EXIST. BAR JOIST A.C.G. WHERE APPLICABLE SEE PLAN FOR HEIGHT FASTEN O 2'-0" O.C. MAX. & WITHIN 21L OF ENDS BOTT. OF BOTT. OF PADECK INT WHITE WHEREOEXPOSEDF DECK----/ PAI WHITE WHEREO ROOF 1 =Y= ERE APPLICABLE FOR HEIGHT D INCLUDE 1 /2" GYP. BOARD OVER 15G METAL FURRING STUDS O 24" O.C. NCRETE WALL - FULL HEIGHTT 11 U NOTE: PROM 1 /2" MOISTURE RESISTANT GYP BD. FULL HEIGHT I WET AREAS (72" OF WATER SOURCE) SELF TAPPING SCRE EXIST. CMU CONC. FLR. (SEE RM. FIN. SCH.) WALL TYPE G SCALE: NTS O 8" O.C. A.C.G. WHERE APPLICABLE W SEE PLAN FOR HEIGHT a N U FINISH TO INCLUDE 1 /2" GYP. BOARD OVER N 7/8" 25G METAL FURRING STUDS O 24" O.C. OVER CONCRETE WALL - FULL HEIGHT 11 NOTE: PROVIDE 1/2" MOISTURE RESISTANT GYP BD. FULL HEIGHT IN WET AREAS (72" OF WATER SOURCE) -FASTEN META. FURRING STRIPS TO CMU W/ 1.25 X 3/16 MASONRY SCREWS FASTEN GYP BD. TO FURRING W/1" LONG SELF TAPPING SCREWS O 8" O.C. -EXIST CMU CONC. FLR. (SEE RM. FIN. SCH.) WALL TYPE F SCALE: NTS PAINT WHITE WF 25GG CONT. FASTENED TO EAI 1 /2". GYP. BD. BOTH SIDES PROVIDE MOISTURE RES. GYP. BD. WITHIN 72" OF WATER SOURCE 25G 3 5/8" MTL O 16" O.C. PROVIDE R-11 BATT INSULATION - INSULATION OPTIONAL CONIC. FLR. (SEE RM. FIN. SCH.) WALL TYPE B SCALE: NTS OF EXIST. BAR JOIST A.C.G. FOR HEIGHT FASTENERS O 2'-0" O.C. MAX. & WITHIN 2" OF ENDS PAINT WHITE WF 25GG C01 FASTENED TO 1 /2". GYP. BD. BOTH SIDES PROVIDE MOISTURE RES. GYP. BD. WITHIN 72" OF WATER SOURCE 25G 3 5/8" MTL O 16" O.C. PROVIDE R-11 BATT INSULATION INSULATION OPTIONAL CONC. FLR: (SEE RM. FIN. SCH.) WALL TYPE A SCALE: NTS 1ST. BAR JOIST ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF A IZATION #29713 FL LICE #16921 203 WEST IN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: APPLICABLE M I CH AEL GARRISON HEIGHT 224 DATURA ST. #401 WEST PALM BEACH. FL 33401 561.835.9744 FASTENERS O 2'-0" O.C. MAX. & WITHIN 2" OF ENDS BOTT. OF / II II / I \ I UNFINISF MNI, OFXETAL ISTROOF DECK PROVIDE MTL STUD BLOCK'G O ALL HORZ. BD. EDGES SUSP. CEILING (SEE RM. FIN. SCH.) R-11 BATT INSUL. (FULL HT.) WHERE NOTED BELOW SEE UL. DTL FOR ALTERNATES 5/8" TYPE "X" GYP. BD. - 0 LAYER EA. SIDE - SEE UL DIET FOR ALTERNATE G.B. ES 3 5/8" 25G MTL STUDS O " O.C. SET BOTT ACK IN FULL BED OFSEALANT OF CONC. FLR: RM. FIN. SCH.) WALL TYPE E SCALE: NTS FIRE SEAL ALL PENETRATIONS TO MAINTAIN 1HR RATED ASSEMBLY THIS INCLUDES PERIMETER O UNEVEN SURFACES. WALL SHALL COMPLY WITH U.L. DES! U-465 (1 HOUR RAl1NG) SEE U.L. DETAIL FOR MORE SP FICATIONS FASTENERS 2'-0" O.C. MAX. & WITHIN 2" ENDS RE APPLICABLE FOR HEIGHT FINISH 1XINCLUDE 1 /2" GYP. BOARD OVER 7/8" 25G ETAL FURRING STUDS O 24" O.C. OVER 8 X 8XX16 GROUTED CMU WALL WALL SHALL COM Y WITH U.L. DESIGN # U-914 (3 HOUR R NG) - SEE U.L. DETAIL FOR MORE SPECIE CA ONS FASTEN METAL FURRING TRIPS TO CMU W/ 1.25 X 3/16 MASONRYVCREWS FASTEN GYP BD. TO FUR RI W/1" LONG SELF TAPPING SCREWS 4 8 C -8 X8X16 CMU W/3/8" MORTAR ED CONC. FLR. (SEE RM. FIN. SCH.) WALL TYPE D SCALE: NTS ENT: ORANGEWOOD BUILDERS RESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 1121.19.1 1 1 AS BUILTS 5.11.121 DRAWN BY: MSG CHECKED BY: COOL&COB PROJECT #: DATE: 5.11.12 A4 7 OF 13 WL PENDANT HMG LIGHT FIXTURES LESS THAN 20 POUNDS MAY BE SUPPORTED DIRECTLY TO CEILING RUNNERS SPLAY WIRES ALWAYS RUN IN DIRECTION OF MAIN OR CROSS RUNNER. SPLAY WIRES ALWAYS CONNECT TO MAIN RUNNER CROSS RUNNER Rom. VERT. STRUTS TO RESIST FORCE FROM BRACING WIRES ARE REQ. AT HORIZ. RESTRAINT POINTS NOT MORE THAN 12' O/C, 6' MAX. FROM WALL TYP. CROSS RUNNERS A.C.G. NOTES: 12 GA. WIRES SPLAYED IN 4 DIRECTIONS 90" APART 012'-0" xlfO.C. EACH WAY 8GA. VERTICAL WIRES ® 4'-0" O.C. EA. WAY - TYPICAL - L- #12GA. SPLAY WIRE VERTICAL AT 45' MAX. MAIN RUNNER N5 RIGID VERTICAL STRUT BY "DONN CORPORATION." LIGHT FIXTURES TO BE SUPPORTED FROM STRUCTURE ABOVE BY 4 JOIST19RDER TWO WIRES CADDY -CORNER. ACOUSTICAL TILE CEILING PANEL - TYP. 24"X24" OR 24"X48" AT OPEN -WEB WOOD SEE PLAN. JOISTS BRACE WIRE SF- PARALLEL TO JOIST TYPICAL LAYOUT 1. HANGER WIRES SHALL BE #12 GAUGE 2. HANGER WIRES SHALL BE PROVIDED FOR ALL MAIN RUNNERS AND CROSS RUNNERS WITHIN 8" OF CEILING PERIMETERS 3. HANGER WIRES THAT ARE MORE THAN 1" OUT OF PLUMB SHALL HAVE COUNTERBRACED WIRES 4. CEIUNG GRID MAY BE ATTACHED TO TWO ADJACENT WALLS; THE CEIUNG MUST BE AT LEAST .5" FREE OF OTHER WALLS 5. CROSS RUNNERS OVER 12" LONG AND ALL MAIN RUNNERS NOT CONNECTED TO WALLS MUST BE INTERCONNECTED NEAR THE FREE END WITH A METAL STRUT SECURELY ATTACHED TO PREVENT SPREADING 6. A SET OF 4 SPAY WIRES SHALL BE PROVIDED AT 12" O.C. STARTING AT 48" FROM ANY WALL AS SHOWN. WIRES SHALL BE TAUT WITHOUT CAUSING CEIUNG TO UFT 7. HANGER WIRES MUST BE FASTENED WITH NOT LESS THAN 3 TIGHT TURNS. SPLAY WIRES MUST HAVE 3 TIGHT TURNS FOR #12 GAUGE WIRE. 8. ALL CEILING WIRES AND UNBRACED UDTS, PIPES, ETC MUST BE SEPERATED. 9. ALL UGHT FIXTURES SHALL BE ATTACHED TO TEH CEIUNG GRID TO RESIST A HORIZONTAL FORCE EQUAL TO THE FIXTURE WEIGHT 10. UGHT FIXTURES WEIGHING LESS THAN 56 POUNDS AND AIR TERMINALS WEIGHING LESS THAN 20 POUNDS AND RECEIVING NO TRIBUTARY LOAD FROM DUCT, MAY BE SUPPORTED DIRECTLY TO CEIUNG SYSTEM RUNNERS WITH SCREWS OR BOLTS. 11. OTHER LIGHT FIXTURES AND AIR TERMINALS SHALL BE SUPPORTED BY WIRES DIRECTLY TO TEH STRUCTURE ABOVE. 12. VERTICAL STRU TO BE FASTENED TO MAIN RUNNER AND EXTEND (AND FASTEN) TO STRUCTURAL MEMBERS SUPPORTING THE ROOF ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY BRACING WIRES 13. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF EACH WALL F- z z F- z W Q 0 Q I F- W REFLECTED CEILING PLAN scue: 1/4' — Y—a' 1 /2" CLR. STRUCTURAL JOIST GIRDER BRACE WIRE (TEST FOR 440 FREE EDG LBS) #2GA (45- MAX) HANGER WIRE (TEST FOR 200LBS) #8GA. WEB MEMBERS SADDLE TIE BOTTOM CHORD BRACING WIRE om HANGER WIRE POP RIVET RUNNER TO 1"X1" TRIM FLUSH CEILING PANEL #12 GUAGE HANGER WIRE INSTALL PER DETAIL FLUSH CEILING PANEL POP RIVET RUNNER . TO TRIM 1"Xi" TRIM ATTACHED TO FIN. WALL WITH TYPE "S" DRYWALL SCREWS TES: 08 SHEET METAL SCREW OR ENGINEER OF RECORD: APPROVED FASTNER CUP ATTACHING COOL AND COBB FIXTURE TO T-BAR GRID ENGINEERING CO. © FIXTURE WEIGHT <56 LBS. USE 12GA. CERT OF AUTHIZATION #29713 HANGER WIRE CONNECTED FROM THE FL LICENSk #16921 FIXTURE HOUSING TO STRUCTURE ABOVE. THESE WIRES MAY SLACK. © FIXTURE WEIGHT 56 LBS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PROVIDE CALCULATIONS AND DETAILS. 203 WESIM ST. AVON PARK, FL 33825 PH. 863.657.2323 D❑ 12GA. HANGER WIRE SHALL ATTACH THE GRID MEMBER TO THE STRUCTURE ABOVE WITHIN 3" OF EACH CORNER OF EACH FIXTURE. TANDOM FIXTURES MAY UTILIZE f%,AALJAU wt ................................................................................................................................ : 103 H A7' HDR07' F1. t�1. .......... ........•.. •.•.......... C2 WI i EXIST. 2X4 A.C.p.I EXIST. 20 A.C.G. DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9 744 ENT: ORANGEWOOD BUILDERS DRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 I AS BUILTS C.11.121 DRAWN BY: MSG CHECKED BY: COOL&COBB PROJECT #: DATE: 5.11.12 A5 �— of 13 [- SYMBOL LEGEND • • ONE HOUR FIRE RATED WALL FACP LFE SAFETY F/A COMMAND CONSOLE TWO HOUR FIRE RATED WALL ® MANUAL PULL STATION THREE HOUR FIRE RATED WALL (F) IONIZATION SMOKE DETECTOR FOUR HOUR FIRE RATED WALL OE SMOKE/HEAT PHOTOELECTRIC DETECTOR 200' FOR ELEVATOR CAPTURE (CUM MOUNTED, — — — MAX TRAVEL DISTANCE 10 REACH AN EXIT ® SMOKE/HEAT DETECTOR EXIT DIRECTION OF 1RAVE1. Ml DUCT SMOKE DETECTOR ®4 FIRE ALARM / HORN L]4 STAIR SPEAKER HORN e EXIT LIGHT 0 HEAT DETECTOR EMERGENCY LIGHTS (SEE ELECTRICAL DWGS.) ® STROBE LIGHT F.E. ® FIRE EXTINGUISHER ® ELEVATOR WARNING LIGHT 'DO NOT USE ELEVATOR' 0 FIRE HOSE CLOSET © CONTROL MODULE FOR ELEVATOR CAB RECALL ® MONITOR MODULE NOTE No. 1: FE = PROVIDE ONE CERTIFIED 2A-10BC FIRE EXTINGUISHER FOR EACH 3000 SQ.FT. AND WITH MAXIMUM TRAVEL DISTANCE TO REACH OF 75'. TOP NOT TO EXCEED 5' ABOVE THE FLOOR. NOTE No. 2: EACH EMERGENCY LIGHTS SHALL BE TIED TO LIGHTING CURCUIT IN SAME ROOM OR AREA AS LOCATION OF FIXTURE PER NEC-700-12 EMERGENCY LIGHTS SHALL HAVE BATTERY BACKUP & BE IN A FULLY RECESSED CABINET LIFE SAFTEY PLAN SCALE: 1 /4" = 1'—O" NORTH — P SOUTH — COVERED WALK ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATiON #29713 FL LICEN #16921 203 WEST . M AIK ST- AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS RESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 O 0 N O J Q Z 4 Z� C� W a <ma! 8:1 � J�J w w'.- jr (n � ZQ Ana 0 �7 W N v REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 AS BUILTS 15.11.121 BY. MSG BY. OJECT #. .. ,TE: 5.11.12 A 6 �_ OF 13 ELECTRICAL SYMBOL LEGEND 20A, 120V, SINGLE POLE LIGHT SWITCH. MOUNT CENTER AT 48" AFF. $3 20A, 120V, THREE—WAY SWITCH. MOUNT CENTER AT 48" AFF. $4 20A, 120V, FOUR—WAY SWITCH. MOUNT CENTER AT 48" AFF SINGLE POLE MOTOR RATED SWITCH. MOUNT ADJACENT TO EQUIPMENT TO BE CONTROLLED. VERIFY AMPACITY WITH EQUIPMENT NAMEPLATE. 20A, 120V, SINGLE DEDICATED RECEPTACLE. MOUNT AT 18" AFF. 6 20A, 120V, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 20A, 120V, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 4" ABOVE COUNTER, COORDINATE WITH MILLWORK. 20A, 120V, GFI, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 4 20A, 120V, GFI, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 4" ABOVE COUNTER BACKSPLASH, COORDINATE WITH MILLWORK. 6 20A ,120V, HALF SWITCH DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 6 20A, 120V, DUPLEX RECEPTACLE FOR MICROWAVE. MOUNT CENTER AT 72" AFF. 20A, 120V, DUPLEX RECEPTACLE. RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. O 20A, 120V, DUPLEX RECEPTACLE. CEILING MOUNTED. I& 20A, 120V, QUADDRUPLEX RECEPTACLE. MOUNT CENTER AT 18" AFF. Fol 20A, 120V, QUADDRUPLEX RECEPTACLE. RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. ® SPECIAL PUPOSE RECEPTACLE. VERIFY EXACT TYPE WITH CONTRACTOR/ EQUIPMENT NAMEPLATE. JB JUNCTION BOX 0 TELEPHONE OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". $ TELEPHONE OUTLET. WALL MOUNT CENTER AT 4" ABOVE COUNTER, COORDINATE WITH MILLWORK. PROVIDE 3/4" CONDUIT WITH PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". ♦ DATA OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". v TELEPHONE/bATA OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". FV TELEPHONE OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". Flyfl TELEPHONE/DATA OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "20 . 0 DATA OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". 0 TELEVISION OUTLET. o ELECTRICAL PANEL ® TRANFORMER -19L 3PE:? DISCONNECT SAFETY SWITCH (3) POLES, 30A FRAME "**" DENOTES CONTRACTOR TO PROVIDE FUSES PER MANUFACTURER'S NAMEPLATE, UNLESS NOTED OTHERWISE. "NF" DENOTES NOT FUSED. ® FACTORY MOUNTED DISCONNECT. C I CLOCK/INTERCOM SYSTEM 0 EPO EMERGENCY POWER OFF SWITCH WP WEATHER PROOF GFI GROUND FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ® ONE WAY EXIT SIGN BATTERY BACKUP — WIRE AHEAD OF LIGHTS 0 KNOX BOX. 02 . SMOKE DETECTOR. HEAT DETECTOR. BATTERY BACKUP EMERGENCY LIGHT — WIRE AHEAD OF LIGHTS I os': WEIGHTS 000 105 F4 I Bt C2 I W1 a W a Z a R ELECTRICAL NOTE: REPLACE BALLAST ON EXISTING FIXTURES AS NEEDED. ANYTHING NOT LABLED IS CONSIDERED PROPOSED I (RELOCATED nFI'.� UtU s UtUIL A I tU W I Lt I I'- z THIS IS A 24 HOUR FACILITY THEREFORE; < OCCUPANCY SENSORS ARE NOT REQUIRED zLLI IN THE MAIN EXERCISE AREA. OCC SENSORS ARE REQUIRED IN THE ADJACENT ROOMS AS INDICATED z NOTE: NO EMERGENCY BALLUSTERS W PROPOSED pi Q I it i ii l 1 i H ELECTRICAL PLAN LIGHT NORTH — PARKIN PANEL B RAINING TO ALIGHTS MAIN AREA MBER DOOR STRIKE Y ABOVE L o ABOVE FUNCTIONAL TRAINING 106 11'-4" F16 B1 C2 W1 1. SECURITY SYSTEM 2. SERVER 3. DOOR STRIKE MANAGER 113 11'-4" F1 81 C2 W1 I GUEST LOB �:1 ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICENS #16921 203 WEST MAI ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 J a D z < Ek H c� G z d W W 0 �m� w Q C I QL Jc�� H Z NMI Q r` w Q � W IiJ W z c� N G RE VI SI ON S/SU BM I TTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 I AS BUILTS 5.11.121 AWN BY: MSG ECKED BY: COOL&COB OJECT #: TE: 5.11.12 El SCALE: 1 /4" = 1'-O" 111,111'Il111 II I I: I I INhl�ll 1,19RIm l I LIGHTING FIXTURE SCHEDULE TYPE SYMBOL DESCRIPTION VOLTS LAMP MOUNTING REMARKS NO. TYPE O2'x4' A FLUORESCENT PRISMATIC. 30 NEW 277 13 ENT 32W CEILING HUNG 0 LSI #LA125-332FASSO TS RECESSED GEN. WORKOUT E1 ® 6" FLUORESCENT OPEN DOWNLIGHT. DMF 277 1 26W CEILING ODHFH6R-226 PL RECESSED GENERAL NOTE: 1) VERIFY ALL COLORS/FINISHES WITH DESIGN PROFESSIONAL KEYED NOTES: E1 VERIFY CEIUNG TYPE PRIOR TO BID/PURCHASE. a2 VERIFY CLEAR CEIUNG SPACE AVAILABLE PRIOR TO BID/PURCHASE. a3 MOUNT AT +25' AFF. ❑4 MOUNT AT 24" BELOW 6 FL SLAB ABOVE. COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS. F5 COORDINATE EXACT MOUNTING HEIGHT & LOCATION WITH DESIGN PROFESSIONAL/INTERIOR DESIGNER. GENERAL NOTES: I. THE WORK SHALL COMPLY WITH THE LATEST APPLICABLE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE O.S.H.A. REQUIREMENTS AND ALL OTHER LOCAL CODES AND ORDINANCES GOVERNING THIS INSTALLATION, AS A MINIMUM STANDARD, UNLESS SPECIFICATIONS LISTED HEREIN OR SHOWN ON PLANS REQUIRE A HIGHER STANDARD. 2. THE WORK INCLUDED CONSISTS OF ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT FACILITIES AND INSTALLATION REQUIRED FOR THE COMPLETE SATISFACTORY AND APPROVED ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND CALLED FOR IN THIS SPECIFICATION, OR AS MAY BE REASONABLY IMPLIED BY EITHER. 3. ALL NOTES ON THE DRAWINGS PERTAINING TO THE WORK OF THIS TRADE SHALL BE CONSIDERED AS PART OF THIS SPECIFICATIONS AND CONTRACT. 4. THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND ANY APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM, AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL THE OWNER HAS DIRECTED THE CORRECTIVE ACTION TO BE TAKEN. THE CONTRACTOR IS REFERRED TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. SUCH PLANS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE ELECTRICAL CONTRACT DOCUMENTS. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS AND ARRANGEMENTS ONLY. 5. THE CONTRACTOR SHALL COORDINATE THE PROPOSED LOCATIONS OF ALL ELECTRICAL MATERIALS AND EQUIPMENT WITH THE REPRESENTATIVES OF THE OTHER TRADES INVOLVED BEFORE STARTING INSTALLATION OF THOSE ITEMS. 6. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES, CONDUIT, AND SLEEVES WITH OTHER STRUCTURAL COMPONENTS, AS THEY ARE CONSTRUCTED. ALL SLAB AND FIRE WALL PENETRATIONS MUST BE FIRE RATED AND MUST CONFORM TO OWNER'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. 7. THE MATERIALS AND EQUIPMENT FURNISHED SHALL BE AS INDICATED ON THE DRAWINGS; SUBSTITUTIONS SHALL NOT BE MADE EXCEPT WHERE EXPRESSLY APPROVED BY THE OWNER OR HIS REPRESENTATIVE PRIOR TO STARTING INSTALLATION OF THE ITEMS. THE ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED SHALL BE LISTED OR LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED TESTING ORGANIZATION, AND SHALL BE ACCEPTABLE TO THE LOCAL BUILDING AUTHORITY. 8. GROUNDING SHALL BE IN ACCORDANCE WITH ARTICLE 250, NEC. PROVIDE GROUND WIRES IN ALL CONDUITS UNLESS OTHERWISE NOTED. 9. ELECTRICAL METALLIC TUBING (EMT) SHALL BE INSTALLED ONLY IN DRY LOCATIONS, IN CONCRETE ABOVE GRADE, AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE. ALL ABOVE CEIUNG CONDUITS SHALL BE ROUTED TIGHT AGAINST THE STRUCTURE AND SHALL BE PARALLEL OR PERPENDICULAR TO THE BUILDING FEATURES. NO NEW CONDUITS SHALL BE SUPPORTED BY EXISTING CONDUITS, CEILING SYSTEMS OR AIR CONDITIONING HANGERS OR OTHER SYSTEMS. 10. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AND INCONSPICUOUS AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. 11. FLEXIBLE CONDUITS SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, UGHTING FIXTURES, ETC. FLEXIBLE CONDUIT SHALL BE "LIQUID TIGHT" WHEN EXPOSED TO WEATHER. 12. CONDUCTORS SIZE #8 AND LARGER SHALL BE TYPE THWN STRANDED, COPPER. CONDUCTORS SIZE #10 AND SMALLER SHALL BE COPPER, TYPE THHN SOUD, UNLESS NOTED OTHERWISE. CONDUCTORS SHALL CONSIST OF 98X CONDUCTIVITY COPPER AS INDICATED. SIZES ARE AWG. ALL CONDUCTORS SHALL BE RUN IN CONDUIT EXCEPT AS NOTED ON PLANS. 13. POWER, UGHTING, AND GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #12 AWG. EXCEPT WHERE OTHERWISE INDICATED. CONTROL CONDUCTORS SHALL NOT BE SMALLER THAN #14 AWG. CONDUCTORS SHALL BE CONTINUOUS FROM DEVICES WITHOUT SPLICES EXCEPT WITHIN WIRE WAY OR JUNCTION BOXES. MARK CONDUCTORS IN PANELS, PULL BOXES OR WIREWAYS AND TERMINAL STRIP TERMINALS FOR IDENTIFICATION OF CIRCUITS. 14. CONDUCTORS SHALL BE JOINED USING COMPRESSION SPUCES, EXCEPT THAT CONDUCTORS #10 AND SMALLER MAY BE JOINED USING WIRE NUT TYPE CONNECTORS. CONDUCTORS SHALL BE TERMINATED USING COMPRESSION SPLICES USED ON CONDUCTORS #10 AWG. AND USING 3M #33+ OR #88 PLASTIC TAPE. SPLICES IN WET LOCATIONS SHALL BE INSULATED WITH ELECTRICAL TAPE AND ENCAPSULATED WITH SCOTCH CAST OR EQUAL POTTING COMPOUND. 15. LOW VOLTAGE CONDUCTORS RUN THROUGH THE RETURN AIR PLENUM SHALL BE PLENUM RATED.OF THE BUILDING AND THE WORK OF OTHER TRADES WILL PERMIT. 16. RECEPTACLES SHALL BE 20A, 120V, 2 POLE, 3 WIRE SINGLE OR DUPLEX GROUND TYPE EXCEPT WHERE SPECIFIC PURPOSE, LOCKING OR HIGHER RATED RECEPTACLES ARE SHOWN ON THE DRAWINGS. 17. WALL SWITCHES SHALL BE OF THE TOTALLY ENCLOSED TUMBLER TYPE WITH BODIES OF PHENOUC COMPOUND. HANDLES SHALL BE WHITE COLORED. 18. CONTRACTOR SHALL VERIFY ALL EQUIPMENT NAMEPLATE DATA FOR WIRING AND OVER CURRENT PROTECTION REQUIREMENTS BEFORE PERFORMING ROUGH -IN WORK. 19. PROVIDE AND INSTALL JUNCTION AND PULL BOXES WHERE INDICATED AND WHERE NECESSARY TO TERMINATE, TAP OFF, OR REDIRECT MULTIPLE CONDUIT RUNS, OF SIZE INDICATED OR AS REQUIRED BY NEC. WHERE FEEDER SPLICES ARE TO BE MADE, INSTALL BOXES LARGE ENOUGH TO PROVIDE AMPLE WORK SPACE. 20. LIGHTING FIXTURES SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE INSTALLED COMPLETE WITH LAMPS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE ORDERING OR INSTALLING LIGHT FIXTURES. 21. CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXTENT OF REVISIONS TO EXISTING EQUIPMENT AND WIRING TO ACCOMMODATE ARCHITECTURAL CHANGES AND ADDITIONS. ALL THE NECESSARY REROUTING AND/OR REMOVAL OF EXISTING EQUIPMENT, WIRING ETC., SHALL BE INCLUDED IN THE SCOPE OF WORK. CONTRACTOR SHALL REMOVE ALL EXISTING EQUIPMENT AND MATERIALS THAT WILL NOT BE REUSED IN CONSTRUCTION INCLUDING PIPES, CONDUITS, WIRES, TELEPHONE LINES, COMPUTER CABLE OR WIRING THAT PASSED THROUGH THE SITE OF THIS CONSTRUCTION AND RELOCATE THESE MATERIALS THAT SERVE ADJACENT BLDG. THAT ARE TO REMAIN. 22. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROL WIRING FOR ALL EQUIPMENT. ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR WIRING DIAGRAMS AND REQUIREMENTS. MECHANICAL EQUIPMENT REQUIRING STARTER SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 23. PANEL DIRECTORIES SHALL BE TYPED ACCURATELY TO SHOW AS BUILT CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLESS OF CIRCUITING INDICATED. ELECTRICAL PANELS SHALL BE CONSTRUCTED WITH COPPER MAIN BUSSES AND TERMINALS. 24. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE DESIGN PROFESSIONAL BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES AND SWITCHES FOR EXACT LOCATION. 25. ALL SERVICES INTERRUPTIONS SHALL BE SCHEDULED WITH THE AUTHORIZED REPRESENTATIVE OF THE LANDLORD. ALL REMOVAL AND DISPOSAL WORK SHALL BE COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE LANDLORD. 26. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN •A FIRST-CLASS WORK MANNER. THE CONTRACTOR SHALL TOUCH-UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. 27. TESTS: AFTER EACH SYSTEM HAS BEEN COMPLETED, A FUNCTIONAL TEST SHALL BE PERFORMED TO DEMONSTRATE THAT THE SYSTEM OPERATES IN ACCORDANCE WITH THE REQUIREMENTS OF THE DRAWINGS. THE TEST SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL ELECTRICAL EQUIPMENT. 28. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO SEPARATE AND COMPLETELY DEFINE THE WORK IN SEPARATE SECTIONS OF THE SPECIFICATIONS; . HOWEVER, SUCH SEPARATION SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBIUTY OF COMPLIANCE WITH THE WORK OF HIS/HER TRADE WHICH MAY BE INDICATED ON ANY OF THE DRAWINGS AND OTHER SECTIONS OF THE SPECIFICATIONS. 29. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. IN ADDITION TO THE ELECTRICAL AND OTHER RELATED TRADES AND SECTIONS, THIS COORDINATION SHALL BE DONE PRIOR TO SUBMITTING THE BID. 30. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE ELECTRICAL DRAWINGS WITH REFERENCE TO BUILDING CONSTRUCTION AND DIMENTIONS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC BUT ARE TO BE FOLLOWED AS CLOSELY AS THE ACTUAL CONSTRUCTION OF THE BUILDING AND THE WORK OF OTHER TRADES WILL PERMIT. NOTE CONSULT UTILITY FOR AIC RATING AVAIUABUTY - FUSE PER UTIUTY NOTE: REFER TO LATEST ED OF NEC FOR REQUIRED MEANS OF SERVICE DISCONNECT VOLTAGE SHALL BE 120/208 W EXISTING GUTTER EXIST COLD WATER PIPE EXIST GROUND RODS CONNECTED TO EXIST BUILDING STEEL PANEL A 125 A 42 CIF PROP 125A/3P DIS PROP125A/3P PANEL B PANEL C E S BEEN VERIFIED THAT BUILDING SERVICE MPATIBLE WITH THE SERVICES AS SHOWN ARE NO INCREASED SERVICE LOADS PROPOSEDTENT NOTE EXIST. ELECTRICAL RISER SCALE: N15 IMPORTANT ELECTRICAL SERVICE NOTE: #2/0 BARE COPPER EACH EXISTING SPACE CONTAINS A 125A SERVICE. CONTRACTOR SHALL UTILIZE THESE 3 SEPERATE 125A SERVICES AS SHOWN SITE SPECIFIC NOTES: 1. EACH EMERGENCY LIGHTS SHALL BE TIED TO LIGHTING CURCUIT IN SAME ROOM OR AREA AS LOCATION OF FIXTURE PER NEC-700-12 2. EMERGENCY LIGHTS SHALL HAVE BATTERY BACKUP & BE IN A FULLY RECESSED CABINET 3. ALL AS -BUILT REVISIONS ARE SHOWN AS REPORTED BY THE CONTRACTOR ON [show dote]. CONTRACTOR SHALL VERIFY THAT AS-BUILTS LOADS ARE PROPERLY PROTECTED AND THAT THESE LOADS DO NOT OVERLOAD THE ELECTRICAL SYSTEM. CONTRACTOR SHALL INFORM THE CUENT AND ENGINEER IN WRITING OF ANY SCENARIOS IN WHICH AS -BUILT MODIFICATIONS HAVE REDUCED SYSTEM SPARE CAPACITY TO 109: OR LESS. 4. SMOKE DETECTOR, 120V WITH BATTERY BACK-UP. HARD WIRED TO BATHROOM LIGHTING CIRCUIT. INTERCONNECT FOR SIMULTANEOUS OPERATION. MOUNT AT LEAST 3' FROM A/C SUPPLY GRILLS. 0 z CL LLN ALL EQUPIMENT SHALL MATCH AIC RATN6 OF POMER COMPANY PER NEC 110.9 EXIST PANELBOARD SCHEDULE "A"EnNG: MAIN: 125A MAIN LUGS ONLY VOLTAGE: 120/208V, 3PH, 4 WAR SUERMAACE MIN. AIC: 106 DESCRIPTION WIRE/CND TRIP CKT L A L L CKT TRIP WIRE/CND DESCRIPTION SIGN 2#12 & 1#12G IN 1/2 20 1 .An2 In W10 ans14 i28 i34 20 2 2 & 1#12G IN 1 2" TV RECEPT TREADMILL 2012 & 10212 IN 1 2 20 3 4 20 2 01 2 & 1 fl 2G IN 1 2" TREADMILL TREADMILL 2#12 & 1#12G IN 1/2N 20 5 6 20 2 012& 1 12G IN 1 2" TREADMILL FLOOR RECEPT 2#12 & 1 #120 IN 1 /27 20 7 8 20 2 #12 & lfl2G IN 1 2" TREADMILL A/C 3#6 & 1#100 IN 1" 60 20 2 #12 & 1#12G IN 1 2" TREADMILL 11 12 13 15 16 17 18 19 20 21 22 23 24 25 26 271 291 30 311 32 331 1351 38 37 38 39 40 41 42 LOAD CONT. (CL) NON CONTINUOUS TOTAL LOAD CONT. (CL) _2000- 21258 / 208 / 1.732 = 59 A NON CONTINUOUS CONNECTED CODE ■ LOCK ON CUIRCUIT BREAKER . ROUTE THRU LIGHTING CONTROL ENC. CL - CONTINUOUS LOAD EXIST PANELBOARD SCHEDULE "B" MAIN: 125A MAIN LUGS ONLY VOLTAGE: 120/208V, 3PH, 4 WIRE MOUNTING: SURFACE MIN. AIC. 10,000 TYPE: NEMA 1 DESCRIPTION WARE/CND TRIP CKT L A I L A CKT TRIP WARE/CND DESCRIPTION MAIN LIGHTS 2012 & 1#12G IN 1 2 20 1 jAn4 1 RAn ' 2 20 2 012 & lfI2G IN 1 2" WEST WALL RECEPT MANAGER OFFICE 2#12 & 1#12G IN 1/2m 20 3 20 2 2 & 1 2G IN 1 2" FIRE ALARM MANAGER OFFICE 2#12 & 1#12G IN 1/2 20 5 6 20 2 #12 & 1#12G IN 1 2" SPARE MAIN LIGHTS 2012 & 1#120 IN 1 2 20 1 7 8 20 2 f12& 1#12G IN 1 2" SPARE A/C 3#8 & 1#100 IN 1" 40 9 10 20 2 #12 & 1012G IN 1 2" SPARE 11 12 20 2 f12 & lfI2G IN 1 Ir SPARE 13 14 20 2 2 & 1 2G IN 1 2" SPARE WEST WALL RECEPTACLES 2#12 & 1#120 IN 1/2 20 15 16 20 2 #12 & lfI2G IN 1 2" SPARE 171 18 20 2 012 & 1012G IN 1 2" SPARE 19 20 20 2 012& 11112G IN 1 2" SPARE 21 22 20 2 012A 11112G IN 1 2" SPARE 23 24 25 26 27 28 29 30 31 32 33 34 35 38 37 38 39 40 41 42 LOAD CONT. (CL) NON CONTINUOUS TOTAL LOAD CONT. (CL) 15535 / 208 / 1.732 = 44 A NON CONTINUOUS CONNECTED CODE ■ LOCK ON CUIRCUIT BREAKER . ROUTE THRU UGHTING CONTROL ENC. CL - CONTINUOUS LOAD. EXIST PANELBOARD SCHEDULE "C" MAIN: 125A MAIN LUGS ONLY VOLTAGE: 120/208V, 3PH, 4 WAR FETING- SUURRFACE MIN. AIC: 10,000000 DESCRIPTION WIRE/CND TRIP CKT l A A CKT TRIP WIRE/CND DESCRIPTION RECEPT 2012 & 10120 IN 1/20 20 1 79171 1 2 20 2 #12 & 1#12G IN 1/2" TANNING BATH RECEPT 2#12 & 1#12G IN L/20 20 3 4 BATH LIGHT AN 2012 & 1#12G IN 1/20 20 5 6 20 2 #12 & 1 12G IN 1 2" SPARE OFFICE RECEPT 2#12 & 1#120 IN 1/2 20 7 8 60 306 & 1#100 IN 1" AC SPARE 2012 & 10120 IN 1/2 2010 SPARE 2#12 & 1#12G IN 1/2 20fill 1 12 SPARE 2#12 & 1012G IN 1/20 20 131 14 20 2 2 & 1#12G IN 1 2" TELEPHONE 15 18 30 2 #10 & 1#IOG IN 3/4" WATER HEATER 17 18 19 20 21 22 23 24 25 28 27 28 29 30 31 32 33 34 35 38 37 38 39 40 41 42 El I LOAD CONT. (CL) NON CONTINUOUS TOTAL LOAD CONT. (CL) 208 / 1.732 = 58 A NON CONTINUOUS ANVi21048/ CONNECTED qjnjA . LOCK ON CUIRCUIT BREAKER .ROUTE THRU LIGHTING CONTROL ENC. CL - CONTINUOUS LOAD ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZAT10N #29713 FL LIKEN " #16921 1 J 203 WEST MA•I ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 .TENT: 'ORANGEWOOD BUILDERS DDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 0 .J Q Q o _ o vNi lZu G�M W Q co �-4N Q IT o'` a W N .N. Q a W �.i W U -, 0 W 0 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 I AS BUILTS 6.11.121 BY: MSG BY: COOL&COB PROJECT #: .. DATE: 5.11.12 E 2 Kam..... f J4 NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP 2. PITCH DRAIN FOR PROPER RUNOFF. 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRAIN SEAL. 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. A/C UNIT CLEANOUT VENT LINE CAP -(TYP.) PERFORATED CAP PITCH DRAIN PAN ~ PITCH --► v DRAIN PIPE TO MATCH DRAIN OUTLET SIZE. (a) THIS DIMENSION IN INCHES MUST BE EQUAL TO THE MAXIMUM FAN SUCTION THIS STANDARD DETAIL MUST (NEGATIVE) STATIC PRESSURE IN INCHES BE REVIEWED AND SITE WG (WITH DIRTY FILTERS, COILS, AND ADAPTED BY CONTRACTOR MAXIMUM AIR FLOW) + 1" W.G. PRIOR TO USE FOR FINAL EQUIPMENT. (b) THIS DIMENSION IN INCHES MUST BE EQUAL TO MIN. 1/2 OF THE (a) ABOVE (c) EQUALS (a) + (b) + PIPE DIA. + + INSULATION DRAW THRU UNIT CONDENSATE TRAP PROVIDE TEST TEE WITH SCREWED COUNTER- COLUMN OR PARTITION SUNK ABS PLASTIC PLUG: AS SHOWN ON FLOOR PLAN TAPERED -THREAD WITH CLEANOUT FACE SHALL TFE JOINT COMPOUND. BE WITHIN 4" OF WALL SURFACE. PROVIDE WHERE CLEANOUT TEE PIPE EXTENSION IF REQUIRED. IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB NOTPs PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL PLUMBING LEGEND CO CLEAN OUT FD FLOOR DRAIN CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RECIRCULATING HB HOSE BIBB VTR VENT THRU ROOF m GATE VALVE D31 GLOBE VALVE CHECK VALVE QN 17Q BALANCING VALVE i GAS COCK C WATER HAMMER ARRESTER (PDI No.) FD FLOOR DRAIN O RECIRCULATION PUMP SANITARY SEWER PIPING -----i VENT PIPING ------i DOMESTIC COLD WATER PIPING ------- HOT WATER PIPING (110') - - - HOT WATER RECIRCULATING PIPING S- CD -S CONDENSATE PIPING S-- SD -S STORM DRAIN PIPING S- G -; GAS PIPING fr-O-s PIPE RISE UP PIPE DOWN OR DROP E-- CAPPED END OF PIPE POINT OF CONNECTION -LJ P-TRAP GENERAL SPECIFICATIONS 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMAN LIKE MANNER. SAID CONTRACTOR SHALL MEET ALL REQURRMENTS SET FORTH BY ANY LOCAL OROIANCE AND OR GOVERNING AUTHORITIES 2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDENCE WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES, AND ORDINANCES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK SHOWN AND/OR NOTED ON THE DRAWINGS. 4. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ANY AND ALL FABRICATIONS REQUIRED PRIOR TO INSTALLATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR THE ADVANCED ORDERING OF LONG LEAD ITEMS AS NOT TO INTERFER WITH THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. 7. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED ORTHIDiWISE. & ORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 9. THE CONTRACTOR SHALL BE RESPONABLE TO REPAIR TO ORIGINAL CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 10. LOCATION OF PLUMBING ROUGH -IN MAY CHANGE. VERIFY EXACT LOCATION WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 11. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. 12. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ARCHITECT/ENGINEER MUST BE A CONDITION OF THE CONTRACT. I& ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 14. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTINGS. 15. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THAT CONTRACTOR. 16. THE CONTRACTOR SHALL FURNISH ALL WATER METERS UNLESS OTHERWISE NOTED. 17. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 1& VERIFY LOCATION, SIZE, ELEVATION, MATERIALS, AND PRESENT STATE OF ALL EXISTING UTILITIES. 19. INSTALL READILY ACCESSIBLE GATE VALVES IN ALL BRANCH WATER LINES SERVING ANY ROOM HAVING PLUMBING FIXTURES ALL FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE VALVES. 20. MAIN WATER SUPPLY SHALL BE EQUIPTED WITH A BACKFLOW PREVENTER 21. ALL THREADED WATER OUTLETS (EXCEPT FOR AUTOMATIC CLOTHES WASHERS) SHALL BE FURNISHED WITH WATTS #BA APPROVED VACUUM BREAKERS. 22 FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS ON QUICK CLOSING VALVES, NEAR THE FIXTURES IN AN EFFECTIVE RANGE. 23. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED. 24. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 25. IF THE CONTRACTOR PROPOSES TO USE ANY ARTICLE. DEVICE, PRODUCT, OR MATERIALS WHICH IS NOT AS SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBILITY TO PROVE TO THE ARCHITECT/ENGINEER THAT THE PROPOSED SUBSTITUTION IS EQUAL. 26. THE CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERPFORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 27. THE CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS -BUILT DRAWINGS, SHOWING ALL CHANGES AND DEVIATIONS, TO THE ARCHITECT/I:NGINEER PROIR TO COMPLETION OF THE PROJECT. HANGER NO. 24 EXISTING LATERAL DRAIN TIE IN LOCATION BOTTOM BEAM C-CLAMP MODEL 300 CUT SLAB AS NEEDED FOR DRAINAGE MICHIGAN SEE NOTE COVER PAGE FOR CONCRETE/REIN. STEEL I -BEAM BOTTOM BEAM OR BAR JOIST C-CLAMP OR 0 HANGER ROD SHALL BE EQUAL WITH d TIGHTENED HARD AGAINST LOCK NUT THE STRUCTURAL STEEL MEMBER -�- ALL THREAD ROD z "A" VARIES TANNING STOR. J EXIST. 1 7-COPPER" ; 112 109 a C.W. LINE SIMNEL RING 10'-0" AT CEILING WATER HEATER HANGER F7 81 g I 31 3: C4 I W1 C2 W2 _� o' r - -, -� __ d_: +• PIPE • L---- I -W. ---- �` PIPE HANGER ! SUPPORT -/EX1 Fco \'\ N.T.S. ,/ I `� UI i CONCRETE SLAB _i :5_ H.W. ----- -------- DROP -IN /» MIN. 5/8" ANCHOR LOOP VENT TYP _5" C. T- HILTI HDI z I Q- OR EQUAL j �, ; I PROP. MOP c � HANGER ROD _ 1. NOTE:ROVIDE WATER HEATER REUEF PVC DRAIN TO MOP-- / SINK FOR EMERGENCY OVERFLOW WOM EI'�-; �I N RAIN "A" VARIES 2. PROVIDE NEW HVAC UNITS CONDENSATE DRAIN TO ' MOP SINK 10 ; 3ii PROP. WC 3. PROVIDE SHUT OFF VALVUES AT ALL PLUM. FIXTURE 22.2 94 :-L___5__C.W_----------- DROPS C2 W2 3i I -♦ 4. VERIFY BACKFLOW PREVENTOR FOR MAIN WATER =, z i �; Cr , CLEVIS HANGER 1/80-1/4 CARBON STEEL COPPER PLATED_5 C. W '- GRINNELL FIG # CT-65 Z - ----------------------------------------------------------• W' N OR EQUAL 1 , 5" H.W. ----------------------------------------- --J ' --------------------------------------------------- � ---•_ 5" H.W. PIPE HANGER / SUPPORT PROP. LAV 3; 5" C.W. / UNISEX Z --" C.W. ----- ----- d ' N.T.S. o in' a 31 I 110 �`� a cal PROP. LAV GALVANIZED 10'-0" SURFACE MOUNTED 22,2 B4 CHANNEL ANCHORED , C4 W2 ; pR IN THROUGH THE BACK N o: OF THE CHANNEL----------- 5 C.W.--------------- ------------------ ------ ---- -- -r-- 5i 0 » DRAIN _.5_ H.W. o PROP. WC a ~ .5" _ W. 18 GA. SHEET METAL ; z PIPE CLAMP SADDLE FOR INSULATED � PIPES; 1 /4" THICK i a _ NEOPRENE SLEEVE FOR UN -INSULATED PIPES. z ----- 3i � NOTES: 1. APPLICABLE FOR CONTROL TUBING U 2. APPLICABLE FOR PIPING NO LARGER THAN 1-1/2" ; I 3. APPLICABLE FOR HORIZONTAL TRAPEZE ' OR FOR VERTICAL PIPING ; ,- PIPE /TUBE SUPPORT RAIN N.T.S. __5"_ C.W:----- ----- Iu WATER HAMMER ARRESTOR -PIPING SCHEDULE MENo PROP. LAV SELECTION BASE ON ZURN MANUFACTURING SHOKSTOP DATA y- MFG.CAT. TYPE N0. 100 200 300 400 NOTE: ** TRAINER 2Z20 C.W. P. D. I. SYSTEM A B C D 111 C2 W2 FIXTURE UNIT RATING 1 - 11 12 - 32 33 - 60 60 -113 REMARKS: 10-0" RAIN F1 81 I PROP. WC FCO SYMBOL Z-1700 88 F.U. 256 F.U. 3 490 F.U. 904 F.U. NOTE: ** C4 WN ' CU I o NOTE: ** CONTRACTOR SHALL PROVIDE AND INSTALL WATER HAMMER ARRESTORS IN DOMESTIC PIPING SYSTEM ;�; �♦, AS PER FBC 604.9 AND PER MANUFACTURERS RECOMMENDATION. FIXTURE SCHEDULE EQUIPMENT SELECTION BASED ON : SYSTEM CONNECTIONS SYMBOL ITEM DESCRIPTION CW HW TRAP DRAIN FIXTURE UNITS MFGR MODEL P.1 WATER CLOSET (1.6 GAL FL) 3/4" --- INTEGRAL 3" 4 PROFLO WHITE - PF2203 - ADA (TANK PF3212) (SEAT PFTSCOF2000WIH) P.2 LAVATORY (ADA) 1/2" 1/2" 1-1/2" 2" 1 PROFLO PF5504YM - ADA COMPLIANT (FAUCET MOEN - 8800 ADA COMPLIANT ) P.3 DRINKING FOUNTAIN 1/2" --- 1-1/4- .5 ELKAY EZSTL8LC - ADA COMPLIANT P.4 SHOWER VALVE 1/2" 1/2" 2 MOEN 62300 - ADA COMPLIANT P.5 SHOWER VALVE TRIM MOEN TL182 - ADA COMPLIANT IPFZ199625 P.6 MOP SINK (SERVICE) 1/2" 1/2" 1 1-1/2" 2" 2 PROFLO (FAUCET MOEN 8230 ADA COMP.) NOTE PLUMBING FIXTURES SHOWN OR EQUAL SHALL BE PROVIDED BY CONTRACTOR WITH SHOP DRAWINGS ON EACH FIXTURE SUBMITTED FOR APPROVAL BY THE OWNER & DESIGNER. FIXTURE COLOR IS WHITE IMPORTANT - ALL FIXTURES SHALL MEET BE ADA COMPLIANT AND MOUNTED AT HEIGHTS ACCORDING TO CHAPTER 11 OF THE FLORIDA BUILDING CODE NOTE: 1. PROVIDE ACCESS PANELS FOR EACH GANG OF VALVES 2. PROVIDE AND INSTALL TRAP AND SUPPLY LINE INSULATION KIT. 3. ALL PLUMBING FIXTURES & FIXTURE FITTINGS SHALL COMPLY WITH FBC PLUMBING TABLE SEC.604.4 & SEC.604. 4. BARRIER FREE WALL MOUNTED HIAOW (ADA) COMPLIANT HEIGHT TO COMPLY WITH ALL CODES FOR (ADA). NOTE: '* SIZE AS INDICATED ON DRAWINGS. 1) ALL FLOOR DRAINS SHALL BE RESEALED BY MEANS OF A ZURN TRAP PRIMER VALVE INSTALLED IN COLD WATER SUPPLY UNE FROM THE NEAREST SINK OR LAVATORY AND WITH 1/2 INCH DRAIN SLOPED TO THE FLOOR DRAIN. OR BY APPROVED ALTERNATE METHOD EQUAL TO THE ABOVE. 2) COORDINATE WITH ARCHITECTURAL DRAWING FOR FLOOR OR AREA FINISH; AND PROVIDE CORRECT TOP STYLE FOR aRM► IC OR QUARRY TILE. ASPHALT OR VINYL TILE, TERRAllO. POURED OR TRAWLED SYNTHETIC. FINISH CONCRETE. AND ALL PAVED AREAS, PROVIDE FOR FLOORS HAVING A WATERPROOF MEMBRANE, USE ZURN FLANGE CLAMPING RING. MATERIAL SPECIFICATIONS DOMESTIC WATER PIPING SHALL BE HARD COPPER PIPE TYPE "L" ANSI / ASTM B-88 WITH WROUGHT -COPPER SOLDER -JOINTS FITTINGS ASTM B-16.22. BELOW GRADE PIPING SHALL BE TYPE "K" ANSI / ASTM SOFT COPPER WITH NO JOINTS OR FITTINGS BELOW GRADE. 2. PIPING: SOIL, WASTE AND VENT PIPING SHALL BE PVC 3. PIPING: RAIN WATER PIPING SHALL BE POLYVINYL CHLORIDE SCHEDULE 40 (PVC) PLASTIC DRAIN. WASTE PIPE AND FITTINGS. PIPE AND FITTINGS SHALL CONFORMING TO ANSI STANDARD K65.56-1971 AND ASTM STANDARD D2665-82. SOLVENT CEMENT FOR POLYVINYL CHLORIDE (PVC) PLASTIC PIPE AND FITTINGS SHALL CONFORM TO ANSI STANDARD B72.16-1971 AND ASTM STANDARD D2564-80. 4. INSULATE ALL HOT WATER, LINES, AS FOLLOWS: HW SUPPLY 1" THICK PREFORMED ARMAFLEX PIPE INSULATION. HORIZONTAL STORM DRAIN PIPING WITH 1-1/2" THICK PERFORMED FIBERGLASS PIPE INSULATION. GENERAL NOTES: 1- DO NOT SCALE DRAWINGS FOR PARTITION LOCATION. CONSULT ARCHITECTURAL & STRUCTURAL DRAWINGS FOR DIMENSIONS. 2- CONTRACTOR SHALL VISIT SITE TO VERIFY FIELD CONDITIONS & PHYSICAL LOCATIONS & SIZE OF EXISTING SERVICES. 3- SANITARY LINES LARGER THAN 2J" TO SLOPE J"/FOOT. 4- SANITARY LINES 2j" AND LESS TO SLOPE }"/FOOT. 5- CONSULT ARCHITECTURAL DRAWINGS FOR ALL FINISH FLOOR & GRADE ELEVATIONS. 6- SEE ARCHITECTURAL DWG'S FOR ROOF DRAINAGE. HANGER SCHEDULE - ROD SIZE PIPE ROD NOTE: SIZE DIA. CONTRACTOR TO COMPLY WITH FBC 1 2 3/8 SEC 308 & HANGER SPACING TABLE 3/4" 3/8" 308.5 1-1/4" 3/8- 1- 1 /2" 3/8" 2" 3/8" 2-1/2 1/2- 3" 1/2" 3-1/2" 1/2" 4" 5/8" 5" 5/8" 3 4 7 8' DRINKING FOUNTAIN PROPOSED PLUMBING PLAN SCALE: NTS SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1/4 3 to 6 1/8 8 or larger 1 /16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004 TANKLESS HOT ELECTRIC WATER HEATER SCHEDULE MODEL MANUFACTURE WIRING VOLTS AMPS KW SET MPAX TEM I ACCESSORIES/REMARKS: RP-1 FORTIS - 9.0 GPM 8 GA 208 18 3.5 110' IF WITH 0.5 GPM FAUCET AERATOR FOR SINKS & LAVATOR S. MOUNT HEATER ON WALL IN MECH ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICENS #16921 203 WEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 'NT: ORANGEWOOD BUILDERS ESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 J Q Uf O w w co m CL 2 Unix � ¢ W� N v Cr W 104 W W G REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 12.19.11 I AS BUILTS 6.11.121 AWN BY: MSG ECKED BY: COOL&COB OJECT: TE: 5.11.12 P 1 �Z OF 13 1 LOCKING QUADRANT TO BE EXPOSED — FLEXIBLE DUCT WITH INSULATION do VAPOR BARRIER TIE TO STRUCTURAL SUPPORTS 2" WIDE METAL BAND SUPPORT SQUARE TO ROUND ADAPTER - -SUSPENDED TYPE CEILING SYSTEM I D IFFI M-) SCALE e� GALV. STEEL ROD OR STRAP SUPPORTS PER SMACNA STANDARDS SIDE TAKE —OFF FITTING WITH DAMPER, BELL MOUTH OR SHOETAP TYPE MAIN SUPPLY AIR DUCT, SEE PLANS FOR TYPE AND INSULATION 1-1/2" X 1-1/2" X 1/8" GALV. ANGLE OR STRAP PER SMACNA CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION LOUVERED FACE CEILING DIFFUSER WITH 2' X 2' LAY —IN ALUM. PANEL MOUNTING DETAI : NTS 74-20 ALL —THREAD (TYPICAL OF 4) FACTORY SUPPLIED RUBBER IN SHEAR TYPE MOUNTING KIT FACTORY SUPPLIED MOUNTING BRACKET HANGER ANGLES STRAPS STRAP HANGERS 1" HANGERS STRAP 3/8" BOLT HANGERS RODS BAND OF SAME SIZI AS HANGER STRAP T E HANGERS RODS OR STRAPS JAND L �J HEX NUTS HANGERS FOR HOT & COLD DUCTS Nam: 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE 2006 REVISIONS OF THE 2004 FLORIDA BUILDING CODE. 2. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING INSTALLATION, AND COORDINATE THIS INSTALLATION WITH ALL TRADES. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR CERTIFIED IN THE STATE OF FLORIDA. 4. THE CONTRACTOR SHALL VISIT THE JOB SITE, MEET WITH ALL RELATED TRADES, AND FAMILIARIZE HIS/HER SELF WITH ANY AND ALL CONDITONS RELATING TO HIS/HER WORK. 5. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE THAT MAY DELAY CONSTRUCTION. 6. CONDENSATE DISPOSAL SHALL BE PROVIDED FOR EQUIPMENT AND APPLIANCES CONTAINING EVAPORATOR COILS. CONDENSATE DRAIN SYSTEM SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTIONS 307.2.1 THROUGH 307.2.4. OF THE 2004 FLORIDA BUILDING CODE. CONDENSATE DRAIN SHALL TERMINATE TO APPROVED LOCATION. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAIN WITHIN UNCONDITIONED AREAS SHALL BE INSULATED TO PREVENT CONDENSATION FROM FORMING ON THE EXTERIOR OF THE DRAIN LINE. 8. PACKAGED UNITS SHALL BE LOCATED ON ROOF WITH FACTORY ROOF CURB. ROOF CURB SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS AND THE 2004 FBC. 9. DUCT CONSTRUCTION AND INSTALLATION SHALL COMPLY WITH SECTION M603 OF THE FLORIDA BUILDING CODE MECHANICAL 10. AIR CONDITIONING DUCT SYSTEM DESIGN BASED ON 1.5" TYPE "M" KNAUF DUCT AND R-6 INSULATED CLASS 1 SILVER FLEX DUCT. ALL DUCT WORK SHALL BE SEALED WITH SILVER TAPE AND MASTIC DUCT SEALANT. 11. KEEP ALL FRESH AIR INTAKES A MINIMUM OF 10' FROM EXHAUST FAN TERMINATION POINTS AND SANITARY SEWER VENT OUTLETS.PACKAGED UNIT SHALL INCORPORATE A MANUAL ADJUSTABLE FRESH AIR DAMPER ON ROOF TOP UNITS. 12. VENT BATH FANS TO AN OUTSIDE VENT USING DUCT SIZE AS INDICATED.ALL EXHUAST FANS SHALL INCORPORATE A BACKDRAFT DAMPER. 13. INSTALL SMOKE DECTECTORS (SD) AS PER SECTION M606 OF THE FLORIDA BUILDING CODE MECHANICAL 14. FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 716 OF THE 2004 FLORIDA BUILDING CODE. 15. DUCTS AND TRANSFER OPENINGS THAT PENETRATGE FIRE -RESISTANCE -RATED ASSEMBLIES AND ARE NOT REQUIRED BY THIS SECTION TO HAVE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 712 OF THE 2004 FLORIDA BUILDING CODE. 16. COORDINATE DIFFUSER do THERMOSTAT LOCATIONS WITH OWNER, CONTRACTOR, do OTHER TRADES. 17. ALL DUCTS AND PLENUMS SHALL BE MADE AIR TIGHT, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE CURRENT ADDITION CHAPTER 13 OF THE FLORIDA BUILDING CODE. DUCT LEAKAGE RATE SHALL NOT EXCEED 5X OF THE RATED AIR HANDLER FLOW, 18. ALTERNATE BRANDS OF EQUIPMENT MAY BE USED AS A SUBSTITUTION. THE ALTERNATE BRAND SHALL HAVE THE SAME, SENSIBLE HEAT RATIO AND SHALL NOT EXCEED THE TOTAL BTUH OUTPUT BY 10X RELOC. 824* 90 CFM — 10" 00 BD X 24" PROP Rd OC. BALANCING DAMPER COLLARZ V�2x 24-VP1INSTALL AT ALL SUPPLY RUN —OUTS TYPICAL DUCT CONNECTION Take —off Collar for duct board with thl rma9alt asket flap and manual dam sea w tpfl me a die and m ic. Split Ring Seal Stra —minimum 5' Into Is for flexible duct DUCT,�OARD" ss 1 Flexible air duc knauf ecilppse anit—micorbiai equal Metal tope, panduit strap an mastic flexible connection to tab collar. AIR DISTRIBUTION -TYPICAL TYPE LD 24x24A-__I 200 `SIZE CFM TYPE: LD = T—BAR LAY IN CEILING DIFFUSER 1 W = 1 WAY CEILING DIFFUSER 2W = 2 WAY CEILING DIFFUSER 3W = 3 WAY CEILING DIFFUSER 4W = 4 WAY CEILING DIFFUSER SW = SIDEWALL METAL DUCT DIFFUSER FD = FLOOR DIFFUSER LSD = LINEAR SLOT DIFFUSER —SUPPLY LSR = LINEAR SLOT DIFFUSER —RETURN LBG = LINEAR BAR GRILL RA = RETURN AIR GRILL EV = EXHAUST VENT —USE RETURN AIR GRILL DSV = DEHUMIDIFIER SUPPLY DIFFUSER —USE SUPPLY DIFFUSER DRV = DEHUMIDIFIER RETURN DIFFUSER —USE RETURN DIFFUSER *LAY —IN DIFFUSERS BASED ON METAL—AIRE ALUMINUM 4 WAY THROW WITH OPPOSED BLADE DAMPER BATHROOM/KITCHEN EXHAUST FANS MARK BRAND MOD # CFM SP VOLT AMPS MOUNT QUANITY EF-1 PANASONIC FV05VQ3 50 .25 120 0.13 CEILING 3 *EF-1 WIRE TO LIGHT SWITCH MECHANICAL PLAN SCALE: 1 /4" = 1'-0" ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICEN'Sk fl16921 203 VVEST M1A;J ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9 744 �r o ORANGEWOOD BUILDERS ' w 0 ® wADDRESS: AVON PARK, FL 33825 w e► ' IC34 •,% ,II to � n • �. - EXIST. UNIT I • . , w . , I • TO EXIST. UNIT 3 cl: r�l / aq I1>r �■ ' .r. fir. M.C. -a ., -L., . EXISTING UNIT #2 ch DUCTS TO BE RELOCATED NO NEW ADDITIONS 3 , T ••.- ID DES C DATE PERMIT : Ifs w ,i • �4 PROJECTDRAWN BY- MSG CHECKED BY: COOL&COB8' t► RE =. R&M r. 0 — 0 — E_ - r . .,. r - - :n � if�C■T'i�� """Y 4 .�. � � � rf�l'' - --� - - _ ' A TENANT IMPROVEMENT FOR. - LOCATED A T 7341 GALL BLVD ZEPHRYHILLS, FL 33541 ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTH\ AiION #29713 FL LIOEN 16921 203 WEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 CRAFTING SERVICES BY: MICHAEL GARRISON 224 DATU RA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS DRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.64-00 RE VISI ON S%SU BM ITTALS: ID DESC DATE PERMIT SUBMITTAL 12,19.1 AS BUILTS 5.11.121 DRAWN BY: CHECKED BY PROJECT #: DATE: MSG COOL&LOBE 5,11.12 GENERAL PLAN NOTES: 1. THE GENERAL CONTRACTOR (G.C.) SHALL FIELD VERIFY ALL POSSIBLE EXISTING CONDITIONS PRIOR TO CONSTRUCTION. G.C. SHALL IMMEDIATELY INFORM THE DESIGN PROFESSIONAL OF ANY CONFLICTS WITH THE WORK PROPOSED IN THESE PLANS, G.C. SHALL IMMEDIATELY INFORM THE DESIGN PROFESSIONAL OF ANY DISCREPANCIES HE/SHE DISCOVERS WITHIN THESE PLANS. 2. DO NOT SCALE THESE DRAWINGS. USE FIGURED DIMENSIONS FOR NEW CONSTRUCTION. FIXTURES (LIGHTS, ETC) ARE NOT DIMENSIONED SO THEY CAN BE COORDINATED WITH FURNITURE AND INTERIOR DESIGNER. 3. IT IS THE G.C.'S RESPONSIBILITY THAT ALL CONSTRUCTION (AND DEMOLITION) IS TO PROCEED ONLY IN STRICT ACCORDANCE WITH ALL CURRENT, APPLICABLE LOCAL CODES & ORDINANCES. 4. THESE PLANS & SPECIFICATIONS ARE TO BE USED IN THEIR ENTIRETY. IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO COORDINATE BETWEEN ALL SYSTEMS & TRADES SO AS TO AVOID CONFLICTS. 5. THE G.C. SHALL SUBMIT TO THE DESIGNER PROFESSIONAL SHOP DRAWINGS, CUT -SHEETS AND/OR SAMPLES OF ALL MATERIALS, FINISHES, FIXTURES, & EQUIPMENT FOR APPROVAL PRIOR TO ANY ORDERING, FABRICATION OR INSTALLATION. G.C. SHALL ALLOW (2) WEEKS MIN. FOR THESE REVIEWS AND THEIR RETURN. 6. G.C. SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS (INCLUDING TIE-IN ELEVATIONS) & COORDINATE WITH ALL PROPOSED WORK. 7. ANY PIPING IN OPEN PLENUM CEILING SHALL BE WRAPPED WITH 1 HOUR FIRE RATED TAPE. 8. G.C. TO COORDINATE MECHANICAL, PLUMBING & ELECTRICAL CONTRACTORS WITH SHELL CONTRACTOR TO VERIFY ALL SPACE REQUIREMENTS PRIOR TO SETTING OF STRUCTURAL ITEMS. 9. G.C. TO COORDINATE THESE PLANS WITH ANY INTERIOR DESIGN PLANS INCLUDING SPECIAL WALL OR CEILING FINISHES, MOULDING OR WOODWORK, FIXTURES, BUILD -OUT & CABINETRY WHICH HAS INTERIOR DESIGNER & DESIGN PROFESSIONALS APPROVAL. 10. G.C. SHALL BE RESPONSIBLE TO PROVIDE ALL MATERIALS AND LABOR AS NECESSARY TO CONSTRUCT THE FACILITY DEPICTED ON THESE PLANS. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSES, INSPECTIONS AND ALL OTHER REQUIRED FEES. THIS CONSTRUCTION SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND GOVERNMENTAL REGULATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. G.C. SHALL TURN OVER TO THE OWNER A CLEAN FACILITY, WITH A CERTIFICATE OF OCCUPANCY, RECORD DOCUMENTS, INSPECTION CERTIFICATES, WARRANTIES AND BONDS, EVIDENCE OF PAYMENT AND RELEASE OF LIENS, AND OPERATION AND MAINTENANCE MANUALS. 11. UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION, G.C. SHALL WALK THE FACILITY WITH THE OWNER AND DEMONSTRATE OPERATION OF EQUIPMENT, RECORD ITEMS OWNER ARE DISSATISFIED WITH AND COORDINATE SUBCONTRACTORS CORRECTION OF SAME. 12. G.C. SHALL TAKE FIELD MEASUREMENTS AND SUBMIT SHOP DRAWINGS WHICH ILLUSTRATE EXACT PRODUCT PROPOSED, DIMENSIONS, FABRICATION, LAYOUT, SETTING OR ERECTION DETAILS AS NECESSARY TO CLEARLY DEPICT TO THE DESIGN PROFESSIONAL THE INTENDED MATERIALS AND METHODS OF CONSTRUCTION. SUBMIT CUT SHEETS, BROCHURES, PERFORMANCE CHARTS, AND PALETTE OF AVAILABLE PATTERNS AND COLORS WHERE DESIGN PROFESSIONALS SELECTION IS REQUIRED. IDENTIFY ANY DEVIATIONS FROM CONTRACT DOCUMENTS. 13. PRODUCT MANUFACTURERS SHALL BE COMPANIES SPECIALIZING IN THE PRODUCTION OF THEIR SPECIFIC PRODUCT WITH A MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. COMPLY FULLY WITH MANUFACTURER'S INSTRUCTIONS, AND INDUSTRY STANDARDS. INSURE THAT WORK IS ONLY PERFORMED BY PERSONS PROPERLY TRAINED AND QUALIFIED TO PERFORM WORK TO INDUSTRY STANDARDS. AS A RULE OF TOLERANCE, ALL WORK SHALL BE WITHIN 1 /8" TO 10" OF FLAT, LEVEL AND TRUE. 14. OCCUPANCY SENSORS ARE REQURIED IN SPACE FOR ANY BUILDING (NOT TENANT) THAT IS OVER 5,000 S.F. 15. ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND IN ORIGINAL WRAPPER WHEN DELIVERED TO THE SITE. G.C. SHALL BE RESPONSIBLE TO PROTECT MATERIALS FROM SOILING, MOISTURE DISFIGUREMENT, OR DAMAGE. 16. ALL SUBSTITUTIONS SHALL BE APPROVED BY DESIGN PROFESSIONAL. 17. ALL DIMENSIONS SHOWN ON THIS PLAN ARE NOMINAL AND SHOW DESIGN IN TEST ONLY. THE G.C. SHALL BE RESPONSIBLE TO ADJUST ACTUAL CONSTRUCTION DIMENSIONS SLIGHTLY TO ALL FOR EXACT MATERIAL THICKNESSES. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS. 18. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMAL BE CONSIDERED INCIDENTAL T THEIR INSTALLATION. ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECTS AND READY FOR OPERATION SHALL BE FURNISHED AN INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. ALL SYSTEMS AND THEIR ASSOCIATED CONTROLS MUST BE COMPLETELY INSTALLED, CONNECTED AND OPERATING TO THE SATISFACTION OF THE OWNER. 19. KEEP ONE (1) SET OF RECORD DRAWINGS FOR AS -GUILTS AT THE JOB SITE. NEATLY MAKE CHANGES WITH RED PENCIL. SHOW ACTUAL LOCATIONS OF ITEMS AS INSTALLED. MARKUP SCHEDULES TO SHOW CORRECT DATA. AT COMPLETION OF PROJECT, SIGN SETS OF PRINTS CERTIFYING THAT THESE PRINTS ARE ACTUAL AS -BUILT CONDITIONS AND TURN OVER TO DESIGN PROFESSIONAL. 20. CUTTING OF STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS IS NOT ALLOWED WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO CUTTING. 21. THE G.C. AND ALL SUBCONTRACTORS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL OF ANY OBSERVED DISCREPANCIES PRIOR TO SUBMISSION OF BIDS. 22. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS. 23. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 24. ALL EXPOSED METAL TO BE PAINTED. COLOR AS SELECTED BY THE DESIGN PROFESSIONAL. 25. ALL FIRE RATED WALLS AND PARTITIONS AND PARTITIONS INSULATED FOR SOUND TRANSMISSION ARE TO RUN CONTINUOUS FROM FLOOR TO UNDERSIDE OF ROOM DECK AND ABOVE. ALL JOINTS TO BE TAPED AND SPACKLED AND ANY DUCT PENETRATIONS TO BE FIRE DAMPERED AS REQUIRED BY CODE. 26. ALL CEMENT PLASTER OR PORTLAND CEMENT BOARD ABUTTING OTHER MATERIAL TO BE FURNISHED WITH METAL EDGE STRIPS. ALL PIPING, DUCT WORK, AND CONDUIT TO BE CONCEALED. WALLS AND/OR PARTITIONS TO BE FURRED OUT AS REQUIRED TO PROVIDE MINIMUM COVER. 27. ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT IN FIRE RATED WALLS SHALL BE BACKED WITH 5/8" TYPE X GYPSUM BOARD OR AS REQUIRED TO MAINTAIN THE RATING. PROVIDE DOUBLE STUDS OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT, ALL WOODS BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING. DEMOLITION NOTES 1. THE DEMOLITION PLAN REPRESENTS THE GENERAL DEMOLITION AND DOES NOT COVER ALL ASPECTS OF THE DEMOLITION REQUIRED TO COMPLETE THIS PROJECT. IT IS THE RESPONSIBILITY OF THE G.C. TO CO-ORDINATE BETWEEN ALL TRADES, TYP. 2. EACH SUB -CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO OR DURING DEMOLITION TO CO-ORDINATE THE REQUIRED DEMOLITION FOR THEIR TRADE. ADDITIONAL DEMOLITION NOT CO-ORDINATED WILL BE THE RESPOSIBUITY OF THE G.C.AND HIS SUB -CONTRACTOR, TYP. 3. THE G.C. AND HIS SUB -CONTRACTORS ARE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR THE DEMOLITION INCLUDING BUT NOT LIMITED TO SHORING, STAGING, TEMPORARY BRACING AND THE CONSTRUCTION OF NEW SUPPORT SYSTEMS REQUIRED PRIOR TO ANY DEMOLITION, TYP. SITE SPECIFIC NOTES IMPORTANT NOTE: ALL FIRE WALLS AND PENETRATIONS ARE EXISTING AND NO ALTERATIONS OR PENTRACTIONS ARE PROPOSED. ALL CONDUIT THRU FIRE WALLS ARE EXISTING AND CONSTRUCTED PER CDDE WHEN THE BUIDLING WAS CONSTRUCTED. SOME PORTIONS OF THE WALL SHALL BE IN DISREPAIR AND SOME PENETRATIONS MAY NOT COMPLY WITH A 1 HOUR RATING, CONTRACTOR SHALL REPAIR PORTION OF WALL USING .625" TYPE "X" DRYWALL BOTH SIDES AND CAULK ALL PENETRATIONS WITH 1 HOUR FIRECAULK. SCOPE OF WORK: A PORTION OF THE SPACE IS A EXISTING VANILLA SHELL W/CONCRETE FLOORS, AND FIRE RATED DEMISING WALL - THE ROUGH IN FOR A BATHROOM EXIST BUT NO FIXTURES ARE PRESENT. THE OTHER PORTION OF THE SPACE IS A EXISTING FINISHED ACCOUNTING OFFICE WITH ONE BATHROOM PRESENT. A GYM FACILITY IS PROPOSED WITH 3 TOTAL BATHROOMS, TANNING ROOM, PERSONAL TRAINER OFFICE AND MANAGER OFFICE. ALL NEW ELECTRICAL SHALL TIE INTO EXISTING PANEL. ALL NEW HVAC SHALL TIE INTO 2 - EXISTING ROOFTOP PACKAGE UNITS. SLAB/FOUNDATION NOTE: EXISTING SLAB TO REMAIN - CUT SLAB AS NEEDED FOR RELOCATION OF PLUMBING. DO NO CUT STRUCTURAL FOOTER WITHOUGHT WRITTEN CONSENT FROM STRUCTURAL ENGINEER. FILL CUT AREAS WITH 4" THICK 2500 PSI CONCRETE WITH 10 X 10 - 6X6 W.W.F. OVER CLEAN COMPACTED SOIL. DOWELS ARE NOT REQUIRED IF CUT IS LESS THAN 24" WIDE. NOTE: 1. ALL EXTERIOR COMPONENTS ARE EXISTING AND NO CHANGES ARE PROPOSED 2. G.C. SHALL SUBMIT SEPERATE LOW VOLTAGE, FIRE ALARM, AND FIRE SPRINKLER APPLICATION AND SHALL BE SEPERATE PERMIT. 3. EXISITNG OCCUPANT CLASSIFICATION IS GROUP B - BUSINESS PER REQUIREMENTS AND DEFINITIONS PURSUANT TO FFPC 101: SECTION 6.1.1.1.1 4. OCCUPANT COUNT SHALL BE CALCULATED AS FOLLOWS: 15 S.F. PER OCCUPANT - EXERCISE AREAS (3,328 S.F. - 222 OCC), 100 S.F. PER OCCUPANT OFFICES/TANNING AREA (265 S.F. - 3 OCC), 300 S.F. PER OCCUPANT AT STORAGE/MECH AREAS (143 S.F. - 1 OCC), BATHROOMS ARE ACCESSORY USE AND NOT CALCULATED (263 S.F. - 0 OCC.) =====226 OCCUPANTS 5. ALL EMERGENCY LIGHTING SHALL BE TIED TO LIGHTING CIRCUITS IN SAME ROOM OR AREA AND WIRED AHEAD OF SWITCHES - NO SEPERATE CIRCUITS 6. THESE DRAWINGS SHALL BE IN FULL COMPLIANCE WITH CHAPTER 43 OF THE 2007 FLORIDA FIRE PREVENTION CODE 7. NO FIRE ALARM EXIST OR SHALL BE PROPOSED. DELETE ALL REFERENCES ON THIS PLAN TO ANY SMOKE DETECTORS AS NONE SHOULD BE INSTALLED 8. DUCT DETECTION SHALL BE PLACED ON SUPPLY SIDE OF ALL EXIST. AND PROP. A/C AND ACTIVATION OR TROUBLE SHALL CAUSE A VISUAL AND AUDIBLE SIGNAL IN A NORMALLY OCCUPIED AREA 9. AFTER THE INSTALLATION OF THE SPRINKLER SYSTEM - THE FANS SHALL BE LOCATED SO THAT THERE ARE NO CONFLICTS BETWEEN FAN COVERAGE AREA VS SPRINKLERS. SPRINKLERS GOVERN. 10. CORRIDORS SHALL BE IN COMPLIANCE WITH FBC 1017.1 CODE/PROJECT INFORMATION PROPERTY ADDRESS: 7341 GALL BLVD ZEPHRYHILLS, FL 33541 ZEPHRYHILLS COMMONS PLAZA CODES: FLORIDA BUILDING CODE, 2007 ED. W/2009 ADMEND. FLORIDA PLUMBING CODE, 2007 ED. W/2009 ADMEND. FLORIDA MECHANICAL CODE, 2007 ED: W/2009 ADMEND. 2007 FLORIDA FIRE PREVENTION CODE. AND 2008 NEC ACCESIBILITY - FLORIDA BUILDING CODE, 2007 ED - CHAPTER 11 BUILDING INFORMATION: BUILDING CRITERIA CODE PROVISION 1. SITE REQUIREMENTS THERE ARE NO CHANGES TO EXISTING BDG. CONSTRUCTION OR USE 2. PROPOSED OCCUPANCY USE GROUP A3 - ASSEMBLY 3. TYPE OF CONSTRUCTION TYPE II UNPROT. - FULLY SPRINKLERED (FFPC - TYPE II-000) 4. ALLOWABLE BUILDING HEIGHT EXISTING 5. NUMBER OF STORIES 1-STORY EXISTING 6. GROSS LEASE AREA 3,999 GROSS S.F. 7. FIRE RESISTANT CONSTR. REQ. EXIST. SPRINKLERED (REQUIRED PERMIT BY OTHERS) 8. FIRE SUPPRESSION SYSTEMS SPRINKLERED A' 9. OCCUPANCY SEPERATION REQ. 1 HOUR EXISTING - ALL PENETRATIONS EXISTING TO REMAIN 10. OCCUPANT LOAD 226 OCCUPANTS - SEE NOTE #4 11. NUMBER OF EXITS PROVIDED 4 EXISTING - 0 PROPOSED 12. MAXIMUM ALLOWABLE DEAD END 20'-O" 13. MAXIMUM TRAVEL DISTANCE 250'-0" 15. MINIMUM EXIT AISLE / CORRIDOR WIDTH 36" 16. MINIMUM CLEAR WIDTH ® EXIT DOOR 32" 17. MINIMUM INTERIOR FINISH CLASSIFICATION (NFPA).'._.. LOCATION CLASS ASSYMBLY AREAS WALLS & CEILING A, B OR C (IF OCCUPANCY IS < 300) ENCLOSED STAIRWAYS A CORRIDORS & LOBBIES A OR B 18. PLUMBING FIXTURE COUNT/REQ. 226 OCCUPANTS 19. MINIMUM INTERIOR WALL &` CEILING f=NISH RLO. BY OCCUPA�& (FBC) OCCUPANCY LOCATION CLASS A3 -SPRINKLERED EXITS B EXIT ACCESS C OTHER C A3 - UN-SPRINKLERED EXITS A EXIT ACCESS A OTHER C PLUMBING FIXTURE COUNT DRINKING FOUNTAIN LAV SERVICE SINK REQUIRED 1 PER 500 MEN 1 WC PER 125 1 LAV PER 200 1 SERVICE SINK WOMEN 1 WC PER 65 1 LAV PER 200 226 OCC COUNT (113 MEN, 113 WOMEN) DRINKING FOUNTAIN WC LAV SERVICE SINK PROVIDED 1 MEN 1 1 1 PROPOSED WOMEN 2 2 19. LEVEL OF ALTERATION ALLOWABLE OCCUPANTS DOOR # 1 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS OOR 2 ( 6" SI GLE D OR) 36" .2 = 80 0 UPA S DOOR # 3 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS DOOR # 4 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS 4 0 AREA OF WORK SCALE: NTS yfOnnrnaA rL �zai "iYffMq's tr T.Cfta, f(f:iclr RA @ S� livi" a x,,c - liJf"d U!16 AV*$ , ` PrrtYY i++crle kd zxprr}rhl�h: rc,¢ � - COr^rlaha .�afihvrhrl4 Rd A b )ijk R+..Utl TCWI9JIlW IF'6;' n Nantlao:en 11. f• x �nI mKv mcdlcdl Ariz Ceegr Artr. CentFr F mr F,np r �n hcrea 5�naaf IraflS � '=t7r' �d I+l:�F,q,�. '.r ri.c wt `list Rex orillimi Gooperaflv09-'tags VNioge N A ?rTl 7t (• afar r ;Ijt- ma c�auaAkry Rd. n ,py.ylerct'r 1' d valle.. V .. "4 .. _. LOCATION PLAN SCALE: NTS Qui II � er a � a � � II q w N II N w II S q q q w II q B REMOVE AL WALL, BATHS, AND BfKHEADS WHERE DA4ED - EXISTING CL'G TREMAIN II II II II y II II q II W a a U) m a THE CHANGE OF OCCUPANCY SHALL BE IN COMPLIANCE WITH FBC CHAPTEP, 9 INDEX O ARCHITECTURAL W, EXIST./DEMO PLAW REFERENCE ONLY , I Cl - COVER PAGE C2 - GENERAL INFORMATION HC1 - HANDICAP DETAILS Al- FLOOR PLAN A2 - RESTROOM PLANS / INT. ELEVATIONS A3 - SCHEDULES A4 - WALL TYPES A5 - REFLECTED CEILING PLAN A6 - LIFE SAFTEY PLAN MECHANICAL, ELECTRICAL, PLUMBING E1 ELECTRICAL PLAN E2 NOTES / CALCULATIONS P1 PLUMBING PLAN / NOTES / DETAILS M1 MECHANICAL PLAN FIRE SPRINKLER PERMIT BY OTHERS. THIS OFFICE HAS PREFORMED A STUDY REGARDING THE FUTURE FIRE SPRINKLER DESIGN AND DETERMINED THAT THE COST FOR MODIFICATION TO THE EXISTING SPRKINLER SYSTEM WILL BE LESS THAN $5,000 AND WILL CONTAIN LESS THAN 49 SPRINKLER HEADS IN SPACE ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUT ZATION #29713 FL LICENS #16921 203 WEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 TENT: ORANGEWOOD BUILDERS ADDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 Li z c� a u-) �S W �po F Q m +i o vi w w c7S N w w w 0 REVISIONS/SUBMITTALS; ID LIGISC DATE PERMIT SUBMITTAL 2.19.1 I I AS BUILTS 15.11.121 DRAWN BY: WSG CHECKED BY: COOL&CORE PROJECT #: DATE: 5.11.12 C 2 OF 1 Z CONTROLS AND OPERATING MECHANISMS SHALL BE 4" MA CLEAR 19DIti r4NY AMOUNT OPERABLE GRASPING, PINCHING OR TWISTINGNOF THOT E DIRE �. LOBBY �p II BRLUNG GRADE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS ate' O O SHALL BE NO GREATER THAN 5 LBF (22.2n) FAUCETS r ENGINEER of RECORD: }}yy a LEVER -OPERATED, PUSH -TYPE AND ELECTRONICALLY z 17SZ XI 1 �� MMS SHALL COMPLY WITH 4.27.04 CONTROLLED COOL AND COBB #Z 234 W MEN ones TOWEL o OVER TOWEL �, ,'F�'aOSIN EV�''�E°UACCEPTABLE FAI ENGINEERING CO. RE�pQ%�If�pp O PERMANENT DOOR mass@ SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS I _ a CERT OF AUTHIZATION #29713 Il)ENTIFlCA710N �----®--B— o o I = FL LICE E #16921 CORRESPONDING GRADE II II"'-�'' �� MIRROR < NOT N o BRAILLE ROM SIGN SOAP LIGHT �+�� SANITARY IN DD INTERNATIONAL DISPENSER NAPKIN 2. PROVIDE DE IGG BAOUND CKING AT ASS LL ACCESS' ACCESSORIES AND TACTILE EXIT SIGN �� FIG. (A) FIG. (B) �I b LAV TOPS AT GRAB BARS PROVIDE 16G BACKING DOOR IDENTIFICATION SIGNAGE 3 g F S3. CAULK ECURED AROUND JOINT AT BOTTOM OF TOILET AND CANE HITS POST C>FR PYLON WAS FLOOR BEFORE PERSON HITS OBJECT 4. ALL "BOBRICK' SPECIFIED ITEMS MAY BE SUBSTITUTED WITH APPROPRIATE ALTERNATE WITH LITERARY BRAILLE STANDARD DIMENSIONS DESIGN PROFESSIONAL APPROVAL 5. ALL TOILET PAPER DISP. INSTALLED AT 7" MIN. TO Dot Diameter .059 Inches PROPORTIONS WASHROOM ACCESSORIES 9` MAX. IN FRONT OF WATER CLOSET 203 WEST N ST. Inter -Dot Spacing .090 Inches 6. BOTTOM OF MIRROR TO BE INSTALLED 38" ABOVEPAVON PARK, FL 33825 Horizontal Separation BETWEEN Cali: 241 Inches INTERNATIONAL SIGN OF ACCESSIBILITY FLOOR. CANE RANGE . CANE RANGE FlG. (A) FIG. (B) PH. 863.657.2323 Vortical separation WASHROOM 2 CLEARANCE 3 Between Cslle .395 Inches INTERNATIONAL SYMBOL OF ACCESS SNITS NTSE INTERNATIONAL ACCESSIBILITY SYMBOL FOR HEARING EMPAIRED ERAL NOTES DRAFTING SERVICES BY: SEE PLAN TACTILE EXIT SIGN IS REQUIRED IN ADDITION TO ILLUMINATED SIGN ABOVE DOOR AT EXIT DOOR F6" 9" 1 9" 6" MICHAEL GARRISON APPROVED SELF -LUMINOUS SIGN (.06 FT. LAMBERTS MIN.) BLOCK CAPITAL LETTERS NOT LESS THAN B" IN HEIGHT WITH A STROKE OF NOT LESS THAN .75" LETTERS TO HAVE WIDTH OF NOT LESS THAN 20 EXCEPT FOR THE LETTER 01' WITH A SPACING BETWEEN RECESSED FOUNTAINS: 224 OATURA ST. #401 S OF NOT LESS THAN .375" WEST PALM BEACH. FL 33401 CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE .10` ON CENTERS IN EACH CELL WITH .20" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MIN. OF .40" ABOVE THE BACKGROUND 1. WITHIN ALCOVES MINIMUM 63' WIDE. MINIMUM 18" DEEP WHEN DOUBLE 561.835.9744 LETTERS AND NUMBERS SHALL BE RAISED 1 / 32", UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST .675" HIGH, BUT NO DRINKING FOUNTAINS ARE REQUIRED AND 32" MIN. CLR. WHEN A SINGLE IGHER THAN 2` FOUNTAIN IS PERMITTED. PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING JECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR. A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RA11ON BETWEEN 1:5 AND 1:10. BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS CHARACTERS CONCTRACT WITH THEIR BACKGROUND 9LIGNHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND) AND RECOMMENDA11ONS AND COORDINATING WITH THE ARCHITECT. CURTAIN ROD CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH 17-19" 2. SEE TYPICAL ACCESSIBILITY NOTES SHEET SECTIONS OR" do "U". VACUUM TTERS AND NUMBERS 32"� FOR BREAKER PROJECTED FOUNTAINS LETTERS AND NUMBERS ON SKIMS SHALL BE RAISED 1/32` MINIMUM AND SHALL BE SANS -SELF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE (SEC. 11178.5.6.1) WARNING FOR THE VISION PAIRED AT A PROJEC71rD DRINKING FOUNTAIN RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8 i. WAIMPAIRED HIGH. (SEC. 111785.6.2) CAN A PROVIDED BY EITHER IM THE FOLLOWING MEANS: PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 6W H MINIMUM OF 6" IN HEIGHT. (SEC. 11178.5.6.3) A. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING 24` LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RA710 OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. (SEC. 11178.5.3) FOUNTAIN CAN BE OF CONTRASTING COLOR WITH A TEXTURE THAT CONTRASTS [B10mm] CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. (SEC. 11176.5.5) IN RESILIENCY WITH THE ADJACENT FINISHED FLOOR MATERIAL. SO THAT IT SLIDE BAR CHARCTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CAN BE SENSED BY A CANE, WITH THE TE(TLLRE EXTENDING FROM THE WALL ASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPUANCE WITH SECTION 11218, THE MINIMUM CHARACTER HEIGHT SHALL BE 3`. (SEC. 11178.5.4) TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE E CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/1W ON CENTERS IN EACH CELL FOOT BEYOND EACH SIDE OF THE FOUNTAIN, OR TH 2/1W SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. (SEC. 1117B.5.2) 6" MAX z E r CLIENT: GN LOCATIONS PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING I: ORANGEWOOD B. INSTALL WIG WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO rn W u p i• FOUNTAIN AND TO WITHIN 6 OF THE PATH OF TRAVEL FLOOR FINISH. THERE I W �� BAR ' BUILDERS ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL. SHALL BE a MUST BE 32' CLEAR BETWEEN THE HANG WAU.S. OR `O `O � El `O T1FIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN io $ + ;n AYS. (SEC. 11178.5.7 & 11278.3) GENERAL ■ WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.6. SIGNS 12 SHOWER ALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE. INCLUDING AT LEAF DOORS. SIGNS SHALL BE PLACE ON THE ILLUSTRATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES ;� * TYPE Tea ADDRESS: EST ADJACENT WALL. PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT THE ONLY. A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTING 1105 WEST CIRCLE ST MAY APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. (SEC. 11178.5.9) HEIGHT SUITABLE TO PERSONS WITH LIMITED PHYSICAL BENDING ABILITY, WARP ENTIRE FLOOR AVON PARK, FL 33$25 ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. FA-1 FOUNTAINS ADJACENT TO THE A REQUIRED. PROVIDE NT�� MAINTAINING MOF INIMUM CONTRASTING 12 "' I (ASSUMES TOPPING O1 $6 ARK, FL 3 BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. TO IDENTIFY WATER FOUNTAIN LOCATION AS NOTED. WHEN FOUNTAIN IS AT TERNA71ONAL SYMBOL. OF ACCESSIBILITY AN INTERIOR LOCATION. THE TEXTURED AREA SHALL. ALSO BE OF DIFFERENT RESILIENCY THAN THAT OF THE ADJACENT FLOOR SURFACE FINISH. SEE STANDARD USED lO IDENTIFY ACCESSIBLE FACILITIES. TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL REQUIREMENTS. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON FEDERAL STANDARD ill 595A. WHEN ENFORCING AGENCY DETERMINES. IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. N AILLE o USE CONTRASTED WADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL. 0.2 INCH SPACE BETWEEN CELLS. 4 DOTS RAISE) MINIMUM 0.025 INCH ABOVE BACKGROUND. N Z SCALE SCALE SCALE SIGNAGE NTs 1 DRINKING FOUNTAIN NTs 4- SHOWER CONTROLS NITS h5 73 a o 1S. 48' X 10 -�M X",-1 <m� L% —% --� o - w CONTROL AREA 54 PREFERRED WHERE ADJA IT OBSTRUCTION J Q N.� I •� 4r MINNM OR %va OCCURS V' I If MN!" IF DOOR HAS ti ' I B01H A CLOSER AND A LATCH n = < 74r REa M CLEAR SP (_] � E6 1 N 7 Z Z FC� CLEAR FLOOR SPACE HIGH AND LOW 36` MINIMUMA❑ HIGH FORWARD REACH LIMITN4e 48» PARALLEL APPROACH SIDE REACH LIMITS • NQTES: 24` 30"N / W x7a , N 1. X SHALL � < 25 INCHES; Z SHALL BE > X. . X m —J lj fi .. . X 2. WHEN X < 20 ICKS, THEN Y SHALL BE 48 WOO MAXMUM. . , _ , 24' MINI. EXTERIOR W ) _ I WHEN X IS 20 TO 25 W00, THEN Y SHALL BE 44 INCITES MAXMdUM. ts' tom. II1EisoR a ti ©MAXIMUM FORWARD REACH OVER AN OBSTRUCTION REMM CM SPACE All DOOR WIDTH PLUS L REVISIONS/SUBMITTALS: 1 :.. t u " - BACK CONTROL WALL E MAXIMUM SIDE REACH OVER AN OBSTRUCTION '� 2, W SEAT WALL 11111. tam ID DESC DATE y' ro SCALE CLEAR SPACE SCALE I a � PERMIT SUBMITTAL 2.19.1 SHOWER CONTROLS NITS 6 NITS % 24' ANL EKIERIOR & 16" MINII&M INTERIOR BEYOND S1W EDGE OF A COMPRIEStED CARPET 1/4' MAX. GATE OR DOOR ON 1HE AS BUILTS .11.12 BELOW THRESHOLD N. FLOOR LEVEL V.I.F. (SEE NOTES A & 8) 19 S TOWARD VIM IT THRESHOLD SEE AN 1 1 /2" MA 1= NOTES61 48" MINIMUM PILE HEI T NE 18" MIN. 2'-0» CUTURED MARBEL z " + 2' C III! QA TRANSITION BETWEEN FLOOR FINISHES BACKSPLASH OR EQ. 36" (MIN.) GRAB sAR 24" MNN (�) ' EXiBM P al' BLL>6 m CULTURED MOSAIC LAV 4Z" THERMOSTAT 2 END PULLMAN TOP OR a� GRAB BAR R �., 0 9 DRAWN SY: MSG -4 t IN I CULTURED MARBEL FACE » y .g " a oopt rDTM 4r CHECKED BY' COOL&COBB /2 MAX. OREN. 30 X AX. SWITCH � 8 MIN. CLR 1 MI PROJECT: CONT. PIANO HINGE O FLR. SP 41r MIN. WHEN FRONT WALL MOUNTED © THRESHOLD 1/4 MAX. MIN• PANEL DESIGN ENTRY DOOR OR 60" MINIMUM < Z MAGNETIC CATCH O WHEN SIDE ENTRY DOOR l 23 DATE: 5.11.12 18GA. PANEL DESIGN ~ .♦ o ANGLE CLEARANCE NOTES: '- " 3'_6" 3'-0' 6` O G 3"' PLYWOODTORY RAL (SS OR WALL OUTLET / a PESIGN O P 4 AND A. EDGE OF WATER TANK 1� I MAX. �� M 2 RMr SAT � 1l��lL PLAS. LAM. 5/8" HINGED 2' LID WHEN TANK WATER CLOSET ' © LEVEL CHANGES c z I PANEL (OPT: PROTECTIVE OCCURS. � T.P. PIPING BOOT) 18` MIN. CLEAR, B. 28" MIN. CLR. TO EDGE OF BOWL °r' 1, 1' FM SPACIM*M 1K MF EM X MR NOTES,. irS 1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL 24" PREFERRED WHEN FLUSH VALVE WATER CLOSET CHANGE AT EDGE. OCCURS. TO FURTHEST LNG M R WA AGE DOOR 1/4" PER FOOT 8 SIDE WALLS REAR WALLS PLATE HEIGHTS 2. 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER PLAN EDGE OF WATER CLOSET. TYPICAL) 2 INHERE DOORS OPEN OM BUT NOT O(IR A CORRIDOR THE 1 /4" VETiiTCAL LEVEL CHANGE 4r POOR ABDMOWL W MANK SEE MAY VUGIBIE MW ONE 3. 1/4' MAXIMUM VERTICAL LEVEL CHANGE. WHEN IT IISSEAPPRIVATE TOILET OR FLOOR MOUNTED FOR UNISEX USE. ��S TI�PICAI Aoo�sIeILL1Y NOTES SHEiT. THRESHOLDS 5Ci41E R ADA LAV SCALE RESTROOM SNP Q SWITCH HEIGHTS SNTS 13 NITS v NITS � - - - -_ DOOR APPROACH CA NORTH - PARKING SOUTH - COVERED WALK PROPOSED FLOOR PLAN ENGINEER OF RECORD: COL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICENSE\#16921 203 WEST MAIK ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH. FL 33401 561.835.9744 :N T: ORANGEWOOD BUILDERS 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 Vo EVI SI ON S/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 2.19.1 I AS BUILTS 15.11.121 AWN BY: MSG ECKED BY: COOL&COB OJECT : TE: 5.11.12 Al 4 OF 13 SCALE: 1 /4" = 1'-O" i 0 GRAPHIC WALL CONCEPT SCALE: 1 /2" = 1'-0" 7'-9" MIN. CHECK PLANS FOR ACTUAL DIMS. SHOWER MOISURE RESISTANT GWB PAINTED 1* I M 18X SFC MNT. MIRROR BEVELED EDGES — T 0 I TILE SEE �L I II ICI ►I TILE FULL HGT. 00 y/1 LADACHCT. TROLS. pwx 0 TILE WALL it SEE FINISH SCHED TINSULATE PIPES I BATHROOM ELEV. SCALE: 1/2" = 1'-0" LAYOUT MAY VARY —HEIGHT INFORMATION PURPOSE ONLY i\ LOGO WALL CONCEPT 4'-0" MIN. MOISURE RESISTANT GWB PAINTED LOGO WALL CONCEPT 4'-0" MIN. MOISURE RESISTANT GWB PAINTED TILE WALL 02 SEE FINISH SCHED z � W 0 ( 0 1 n TILE COPING O 48 3 ❑� TILE WALL SEE FINISH SCHED VARIES — SEE PLAN BATHROOM ELEV. SCALE: t /2" = 7'-0" LAYOUT MAY VARY —HEIGHT INFORMATION PURPOSE ONLY ENLARGED BATH PLAN ►S SHELVES MERCHANDISE >H PER DESIGN MANUL t u) I co 0 I TANNING 112 10'-o" F7 1 81 C4 Wi i / 60" TURNING DIA. \ i� UNISEX `\ I 110 I 1 o'—ow 2,2f 84 I PROP. ADA WC D ADA GRAB BARS , k / TRAINER 111 1 o'—Ow F1 B1 C4 WI 8'-7" NOTE: 1. TOILET FLUSH CONTROLS SHALL BE MOUNTED ON WIDE SIDE OF TOILET NOT MORE THAN 44" A.F.F. 2. PROVIDE 2X8 BLOCKING AT ALL GRAB BARS AND SEAT PROVIDE TYPICAL ADA HARDWARE IN ALL BATHS SUCH AS: MIRROR, SOAP DISPENSOR, PAPER TOWEL DISPENSOR, TP PAPER DISPENSOR GRAB BARS, ETC. GRAB BARS PER DETAILS TYPICAL AS SHOWN SHOWERS SHALL HAVE GRAB BARS AND SEAT IN ACCORDANCE WITH FBC CH. 11-FIGURE 36 AND FIGURE 37 WITH 60" ADA HOSE MOUNTED AT 66" A.F.F. SEAT SHALL ALSO COMPLY WITH FPC 408.8.3 AND 408.8.5 5'-0" 4" E.W.H NO ELEC. PANELS IN THIS AREA STOR. 109 10'—ow F7 61 C2 W2 4" CHASE WALL TYP / 60" TURNING DIA. \ WOMEN `\ 108 \ 1 o'—Ow 22,2 B4 C2 W2 4'-0" 6 3 3 0 �W 0 X 1:x O ch 3 J o 0 F 4" Y z Q(N O a 0 Ix a ADA GRAB BAR' PROP. ADA WC 4'-0" > J / 60" TURNING DIA. \ a / \ a MEN \ & � a 107 ` 10'-00 1 22,2 84 C2 W2 (PROP. ADA WC Ile / ADA GRAB BAR; ADA HGT. INKING FOUNTAIN 4'-6w 0 1 M ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUJAO #29713 FL LICE21 203 WEST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS DRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 J d O w r to cn w �M w -J0 "m � a ihi Q � W rW 10 W C� w 0 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 2.19.1 AS BUILTS .11.12 AWN Y. MSG ECKED BY: COOL&CORE OJECT f TE: 5.11.12 A2 �_ OF 13 4" 4" PAINT SCHEDULE FINISH SCHEDULE SEE DESIGN MANUAL ROOM NAME FOR PREFERRED VENDORS ROOM # 101 8'-Olt CEILING HEIGHT FLOOR F2 B3 BASE CEILING Cl I W2 WALLS F I FLOOR B BASE CA1 DAZZLECARPET 1 - MFGR: PATCRAFT -- STYLE: MONOLITHIC INSTALLATION RECOMMENDED, QUARTER TURN ACCEPTED - COLOR: 00512 EXQUISITE -- EARTH SCHEME 1 BASE 1 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 167 FUDGE -- EARTH SCHEME 2 BASE 2 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 20 CHARCOAL -- FUSION SCHEME 2 CA1 CARPET 2 -- MFGR: PATCRAFT -- STYLE: Z6418 TOO HANDSOME EW24, BRICK INSTALLATION REQ. -- COLOR:00556 SHOW OFF -- FUSION SCHEME 3 BASE 3 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 40 BLACK -- CLASSIC SCHEME 3 CA1 CARPET 3 - MFGR: PATCRAFT -- STYLE: DAZZLE TILE 10119. MONOLITHIC INSTALLATION RECOMMENDED, QUARTER TURN ACCEPTED - COLOR: 00307 FLAMBOYANT -- CLASSIC SCHEME 4 BASE 4 -- MFGR: CROSSVILLE -- STYLE: 6"X6" OR 12"X12" COTTO AMERICANA -- COLOR: AV173 RED -- GROUT: BOSTIK TRUCOLOR SUMMER WHEAT 150 -- TOILET & INSIDE SHOWER WALLS -- USE COORDINATION BULLNOSE FOR WAINCOT CAP AND AT EXTERNAL CORNERS -- USE COORDINATING COVE BASE WHERE REQURIED -- ALL SCHEMES 4 RF1 RUBBER 1 - MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR EL36 PEANUT CRUNCH -- EARTH SCHEME 5 RF1 RUBBER 2 - MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR EL46 GRIPPIN GREY -- FUSION SCHEME C CEILING 6 RF1 RUBBER 3 - MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR EL09 PUMPIN PURPLE -- CLASSIC SCHEME 7 PORCELAIN 11LE 1 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS103 GIALLA -- GROUT: BOSTIK TRUCOLOR 1 CEILING 1 - OPEN EXISTING -- PAINT T1 ALMOND H153 -- EARTH SCHEME 2 CEILING 2 -- EXISTING CEILING TILES -- PAINT 8 Ti PORCELAIN TILE 2 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS100 ALMOND -- GROUT: BOSTIK TRUCOLOR ALMOND H153 -- FUSION SCHEME 3 CEILING 3 -- DRYWALL CEILING -- PAINT 9 Ti PORCELAIN 11LE 3 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS100 ALMOND -- GROUT: BOSTIK TRUCOLOR ALMOND H153 -- CLASSIC SCHEME 4 CEILING 4 - NEW 2'X2 OR 2'X4' (SEE PLAN)' -- MFGR: ARMSTRONG -- STYLE: CONCEILED EDGE W WALLS /VERTICAL SURFACES 10 VCT1 VCT 1 - MFGR: ARMSTRONG -- STYLE: STANDARD EXCELON IMPERIAL TEXTURE -- COLOR: 57500 PURPLE BROWN -- EARTH SCHEME 1 GYPSUM WALL BOARD -- PAINTED 11 VCT 2 - MFGR: ARMSTRONG -- STYLE: STANDARD EXCELON 2 MOISTURE RESITANT GYPSUM WALL BOARD FULL HEIGHT -- PAINTED VCT1 IMPERIAL TEXTURE -- COLOR: 51915 CHARCOAL -- FUSION SCHEME 12 VCT 3 - MFGR: MANNINGTON -- STYLE: TECCARE -- COLOR: 616 3 ST1 CULTURED STONE 1 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: TULE DESERT -- EARTH SCHEME VCT1 CRYSTAL ROSA -- CLASSIC SCHEME 13 VP1 VINYL PLANK 1 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- COLOR: LP6-06 MEDIUM WALNUT -- EARTH SCHEME 14 Vp1 VINYL PLANK 2 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- COLOR: LP6-01 WARM BEECH -- FUSION SCHEME 4 ST1 CULTURED STONE 2 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: SILVER -- FUSION SCHEME 15 VINYL PLANK 3 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- VP1 COLOR: LP6-01 WARM BEECH -- CLASSIC SCHEME 5 ST1 CULTURED STONE 1 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: TULE DESERT -- CLASSIC SCHEME 16 VP2 CUSION BACKED VINYL PLANK 1 - MFGR: GERBERT LIMITED ECORE -STYLE: RXCT - COLOR: SPF1823 ANTIQUE OAK - EARTH SCHEME 17 VP2 CUSION BACKED VINYL PLANK 2 - MFGR: ECORE -STYLE: RXCT - COLOR: 2001 GRAND MAPLE -FUSION SCHEME 6 WC1 WALLCOVERING 1 -- LOGO WALL -- MFGR: TRIKES -- STYLE: LANARK BUNGALOW -- COLOR: MS-710-02 MOCHA JAVA -- EARTH SCHEME 18 VP CUSION BACKED VINYL PLANK 3 -MFGR: GERBERT LIMITED ECORE -STYLE: RXCT - COLOR: 2001 GRAND MAPLE - CLASSIC SCHEME 7 WC1 WALLCOVERING 2 -- LOGO WALL -- MFGR: TRIKES -- STYLE: LANARK BUNGALOW -- COLOR: MS-710-02 MOCHA JAVA -- FUSION SCHEME 19 WF1 WOOD FLOORING 1 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR- 303N19EK5LKWO OAK MOCHA - EARTH SCHEME 20 WF WOOD FLOORING 2 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR 303N15AP5OKWO MAPLE - FUSION SCHEME $ 8 WALLCOVERING 3 -- LOGO WALL -- MFGR: COLOUR AND DESIGN -- STYLE: SONZI -- COLOR: V47664 ROYAL PLUM -- CLASSIC SCHEME 21 WF1 WOOD FLOORING 3 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR 303N15AP5OKWO MAPLE - CLASSIC SCHEME 9 WC2 WALLCOVERING 4 -- GRAPHIC WALL -- CUSTOM GRAPHIC -- GRAME W/ MIN. OF 2.25" WOOD FRAME FINISHED P3 - CONTACT "IN STORE GRAPHICS AND DISPLAYS" 952.746.8940 -- CORDINATE THEME 22 TOILET ROOM FLOOR 1 - MFGR: CROSSVILLE - STYLE: 6X6 OR 12X12 COTTO AMERICANA -- COLOR: AV172 TAN -- GROUT: BOSTIK TRUCOLOR ALMOND 153 -- ALL SCHEMES 23 SHOWER FLOOR 1 - MFGR: CROSSVILLE - STYLE: 2X2 COTTO AMERICANA -- COLOR: AV172 TAN -- GROUT: BOSTIK TRUCOLOR ALMOND 153 -- ALL SCHEMES 24 ACID WASHED COLORED STAINED FLOOR DOOR SCHEDULE MARK DOOR SIZE (W.xH.xT.) MAT'L TYPE LABEL NOTES 101 3'-0" X 7'-0" MID SC - 1 3/4" SOLID CORE WOOD FLUSH W/CLOSER 102 EXIST 3'-0" X 7'-0" EXIST EXIST - EXIST. EXIT DOOR - VERIFY/PROVIDE PANIC HARD. 0 EXITS 103 EXIST. 6'-0" X 7'-0" GL EXIST - EXIST. EXIT DOOR - VERIFY/PROVIDE PANIC HARDWARE 104 PR. 3'-0" X 7'-0" WD GL - 1 3/4" SOLID CORE - 1 LITE FRENCH DOOR - CLEAR TEMP. GLASS - CLOSER LEGEND: DOOR NOTES AL ALUMINUM 1. ALL GLASS SHALL BE TEMPERED AL/GL ALUMINUM & GLASS 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED DBL DOUBLE DOORS 3. STOREFRONT DOOR AND WINDOWS SHALL HAVE CLEAR ANODIZED FINISH HM HOLLOW METAL 4. HOLLOW METAL DOOR FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR 5. HOLLOW METAL DOORS SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR. SOLID CORE MAPLE WD WOOD 6. ALL DOORS SHALL BE SEALED (CLASSIC AND FUSION) , STAINED (EARTH) TO MATCH FINISH OF CASEWORK FG FIBERGLASS 7. ALL EXIT HARDWARE SHALL CONFORM TO NFPA REQUIREMENTS - EXTERIOR DOORS SHALL HAVE MAX 8.5 LB EFFORT AND INTERIOR DOORS SHALL HAVE LB EFFORT TO OPEN - ALL HARDWARE SHALL BE LEVER TYPE MOUNTED AT 36" A.F.F. - PROVIDE 10" HIGH KICKPLATE ALL DOORS TYP 8. ALL STOREFRONT (INT AND EXT) DOORS AND WINDOWS SHALL BE FACTORY FINISH - WHITE PREFERABLY DOOR TYPES a z M W .:.:.�:Z::: W /a� / t a w r: \ o cv\ SC GL SET EARTH SCHEME MANUFACTURER COLOR/NUMBER COLOR/NUMBER P-1 6505 ACCENT COLOR 0 BACK WALL OF FUNCTIONAL TRAINING (FLANKING LEFT SIDE OF TOILET BLOCK). SEPERATE FROM OTHER ACCENT COLORS ATMOSPHERE P-2 SHERWIN WILLIAMS 6095 ANCHOR COLOR ® PERMITER OF TOILET BLOCK AND TANNING TOASTY P-3 SHERWIN WILLIAMS 6130 SUPPORTING COLOR ® BACK WALL OF FREE WEIGHTS AND TANNING (FLANKING FIRGHT SIDE OF TOILET BLOCK) AND SIDE WINDOW WALL. ALSO SOFFIT/EDGE MANNERED GOLD COLOR (W/EXPOSED STRUCTURE PAINTED WHITE) AND ® TOILET ROOMS ON TOILET AND SINK WALL - P-5 ON ALL OTHER WALLS P-4 SHERWIN WILLIAMS 2028-40 ACCENT COLOR ® SIDEWALL OF FREE WEIGHTS AND CONTINUING TO BACK WALL OF OFFICES. SEPERATE FROM OTHER ACCENT COLORS. AREA OF ACCENT COLOR TO PEAR GREEN BE APPROXIMATELY 25% SMALLER THAN OTHER COLORS P-5 SHERWIN WILLIAMS READY MIXED NEUTRAL COLOR 0 WINDOW WALL, INSIDE AND OUTSIDE FREE OF STANDING WALLS OF OFFICES, AND INSIDE WALLS OF TANNING NAVAJO WHITE P-6 SHERWIN WILLIAMS 2166-30 SUPPORTING COLOR ® BACK OF INSPIRATION AND LOGO WALLS AND BACK AND SOFFIT OF GRAPHIC WALL. BRONZE TONE P-7 I SHERWIN WILLIAMS CHALKBOARD PAINT ® INSPIRATION WALL (PROVIDE PURPLE CHALK) 307/BLACK FUSION SCHEME MANUFACTURER COLOR/NUMBER COLOR/NUMBER P-1 SHERWIN WILLIAMS 6505 SUPPORTING COLOR ® FRONT WINDOW WALL AND ® TOILET ROOMS ON TOILET AND SINK WALL - P-5 ON ALL OTHER WALLS. THIS COLOR SERVES TO COOL THE ATMOSPHERE PALETTE AND MAINTAIN BALANCE P-2 SHERWIN WILLIAMS 7020 SUPPORTING COLOR AT SIDWALL OF FREE WEIGHTS AND CONTINUING TO BACK WALL OF OFFICES. ALSO SOFFIT/EDGE COLOR (W/EXPOSED STRUCTURE PAINTED BLACK FOX WHITE) P-3 SHERWIN WILLIAMS 6558 ACCENT COLOR AT BACK AND SOFFIT OF GRAPHIC WALL AND BACK OF LOGO AND INSPIRATION WALL PLUMMY P-4 SHERWIN WILLIAMS 7016 ANCHOR COLOR ® PERIMETER OF TOILET BLOCK AND TANNING MINDFUL GRAY P-5 SHERWIN WILLIAMS 7014 NEUTRAL COLOR ® BACK WALL OF FREE WEIGHTS AND TANNING (FLANKING ONE SIDE OF TOILET BLOCK) AND EXTERIOR OF OFFICES. ALSO AT SIDE WINDOW WALL EIDER WHITE AND INTERIOR'S OF OFFICES; TANNING, AND BATHROOMS (3 OF 4 WALLS) P-6 I SHERWIN WILLIAMS I CHALKBOARD PAINT ALTERNATE TO WC-3 ® INSPIRATION WALL (PROVIDE PURPLE CHALK) 307/BLACK CLASSIC SCHEME MANUFACTURER COLOR/NUMBER COLOR/NUMBER P-1 SHERWIN WILLIAMS 6711 ANCHOR COLOR 0 PERIMETER OF TOILET BLOCK AND TANNING. ALSO AT INTERIOR OF OFFICES. STRONT COLOR USED TO DRAW THE EYE INTO THE SPACE. PARAKEET P-2 SHERWIN WILLIAMS 6356 SUPPORTING COLOR AT SIDE WINDOW WALL, BACK OF INSPORATION WALL AND BACK AND SOFFIT OF GRAPHIC WALL. ALSO SOFFIT/EDGE COLOR (W/EXISTING COPPER MOUNTAIN STRUCTURE PAINTED WHITE) AND ACCENT BATHROOM WALL AT TOILET ROOMS ON TOILET AND SINK WALL - P-4 ON ALL OTHER WALLS P-3 SHERWIN WILLIAMS 6895 ACCENT COLOR AT SIDEWALL OF FREE WEIGHTS CONTINUING INTO OFFICES. COLOR USED AS A POP OF BOLDNESS LAYERED BEHIND NEUTRAL LAUGHING ORANGE P-4 SHERWIN WILLIAMS 7035 NEUTRAL COLOR AT FRONT WINDOW WALL AND BACK WALL FLANKING TOILET BLOCK/TANNING (3 OF 4 BATHROOM WALLS) ALSO AT BACK OF LOGO WALL AND AESTHETIC WHITE OUTSIDE OF OFFICES. COLOR USED AS RELIEF BETWEEN BOLDER ADJACENT COLORS P-5 SHERWIN WILLIAMS CHALKBOARD PAINT ALTERNATE TO WC-3 0 INSPIRATION WALL (PROVIDE PURPLE CHALK) 307/BLACK PAINTING NOTE: PROVIDE PRIME + 2 COATS OF SEMI GLOSS, LOW VOC PAINT PER SCHEDULE ABOVE. DO NOT SUBSTITUTE BRANDS FOR COLOR MATCHING. HARDWARE SCHEDULE 3 w w U3 UN CW� ; H N aj- �YC o or Q V) w . N z F V W F- c Qo '� 4 N W o Y o =N = m o� N J o REMARKS a= 00 d Y W <_j N N 3 M Oa w g z Q o �,. a Q w = o 1 X AGR ONL W X X X X 0 MGR + TRAINER 2 X W X X X X 0 ALL BATHROOMS 3 X W X X X X ® TANNING 4 X W X X ® STORAGE/MECH 5 W X X X O GROUP EXERCISE 6 X X F X X X X EXT. DOOR NOTE: 1. ALL EXIT DOORS TO HAVE HARDWARE AS PER APPLICABLE CODES. 2. EXISTING DOORS TO REMAIN OPERABLE SHALL HAVE ELECTRINIC DOOR STRIKES ADDED AS PART OF THE SECURITY SYSTEM TO BE PROVIDED & INSTALLED BY OWNER. CONTRACTOR SHALL PROVIDE & INSTALL PADDLE - TYPE EXIT DEVICE ON OPERABLE 3-REQUIRED). CONTRACTOR TO ADJUST AND REPAIR EXISTING HARDWARE TO MAKE DOORS FULLY OPPERABLE. 3. FINISH SHALL BE BRUSHED NICKEL ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICEN #16921 V 203 WEST MA ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 :NT: ORANGEWOOD BUILDERS 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 URNa J D o c _ J 93 a N W F5 W G REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 12.19.11 I AS BUILTS 15.11.121 AWN BY: MSG ECKED BY: COOL&COB OJECT if. TE: 5.11.12 A3 � OF 13 ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHI AT10N #29713 BOTT. OF BOTT. OF BOTT. OF FL LICENSE 16921 ROOF DECK ROOF DECK ROOF DECK PAINT WHI WHERE EXPOSED PAINT WHITE WHERE EXPOSED PAINT WHITE WHERE EXPOSED 25GG CONT. M AL TRACK FASTENED TO EACH R JOIST zi 203 WEST IN�ST. B MA , AVON PARK,FL 33825 PH. 863.657.2323 OTTOM OF EXIST. BAR JOISTT____BOTTOM OF EXIST. BAR JOIST OTTOM OF EXIST. BAR JOIST DRAFTING SERVICES BY: A.C.G. WHERE APPLICABLE EXISTING. A.C.G. 25GG CONT. METAL TRACK SEE PLAN FOR HEIGHT SEE PLAN FOR HEIGHT FASTENED TO EACH BAR JOIST M I CH AEL GARRISON A.C.G. WHERE APPLICABLE SEE PLAN FOR HEIGHT 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 25GG CONT. METAL TRACK FASTENED TO EACH BAR JOIST 1 /2". GYP. BD. BOTH SIDE 1 /2". GYP. BD. BOTH SIDE 1 /2". GYP. BD. BOTH SIDE PROVIDE MOISTURE RES. GYP. BD PROVIDE MOISTURE RES. GYP. BD. PROVIDE MOISTURE RES. GYP. BD. WITHIN 72" OF WATER SOUR WITHIN 72" OF WATER SOURCE WITHIN 72" OF WATER SOURCE 25G 3 5/8" MTL O 16" C. 25G 3 5/8" MTL O 16" O.C. 25G 3 5/8" MTL O 16" O.C. PROVIDE R-11 BATT INSU ON PROVIDE R-11 BATT INSULATION PROVIDE R-11 BATT INSULATION CLIENT: INSULATION OPTIONAL INSULATION OPTIONAL ORANGEWOOD BUILDERS ONC. FLR. ASTENE ® 2'-0" O.C. MAX. CONC. FLR. _-FASTENERS O 2'-0" O.C. MAX. CONC. FLR. ------FASTENERS O 2'-0" O.C. MAX: (SEE R FIN. SCH.) "THIN OF ENDS (SEE RM. FIN. SCH.) & WITHIN 2" OF ENDS (SEE RM. FIN. SCH.) & WITHIN 2" OF ENDS ADDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825' ' 863.452.6400 WALL TYPE C WALL TYPE B WALL TYPE A N 0 SCALE: NTS SCALE: NTS SCALE: NTS J a M z d w O 2 W M z BOTT. OF BOTT. OF Z N n = d ROOF DECK ROOF DECK PAI WHITE WHERE EXPOSED 2 PA T WHITE WHERE EXPOSED OTTO OF EXIST. ROOF DECK Q °d BOTT. OF UNFlNIS METAL w w UCTUR <0 x z c� w 0 PROVIDE MTL STUD BLOCK' O ALL HORZ. BD. EDGES -1 REVISIONS/SUBMITTALS: TID DESC DATE SUSP. CEILING—V.C.G.ERE (SEE RM. FlN. SCH.) APPLICABLE PERMIT SUBMITTAL 2.19.1 WHERE APPLICABLE A.C.G. WHERE APPLICABLE w.C.G. 0 OR HEIGHT E PLAN FOR HEIGHT SEE PLAN FOR HEIGHT V5 ' AS BUILTS .11.12 W W R-11 BATT INSUL. (FULL HT. FIRE SEAL ALL PENETRATIONS N WHERE NOTED BELOW TO MAINTAIN 1HR RATED ASSEMBLY S 0 0 SEE UL. DTL. FOR ALTERNATES THIS INCLUDES PERIMETER O c0a U. SH TO INCLUDE 1/2 GYP. BOARD OVER � 0 » FINISH TO INCLUDE 1/2 GYP. BOARD OVER UNEVEN SURFACES. z z » FINISH INCLUDE 1/2 GYP. BOARD OVER N 3.6 " 25G METAL FURRING STUDS O 24" O.C. N 7/8" 25G METAL FURRING STUDS O 24" O.C. 0 7/8" 25G ETAL FURRING STUDS O 24" O.C. OVER ONCRETE WALL - FULL HEIGHT! 11 OVER CONCRETE WALL - FULL HEIGHT111 OVER 8 X 8 16 GROUTED CMU WALL NOTE: PROM 1/2" MOISTURE RESISTANT GYP BD. NOTE: PROVIDE 1/2" MOISTURE RESISTANT GYP BD. WALL SHALL COM Y WITH U.L. DESIGN # FULL HEIGHT I WET AREAS (72". OF WATER SOURCE) FULL HEIGHT IN WET AREAS (72" OF WATER SOURCE) 5/8" TYPE "X" GYP. BD. - 0 U-914 (3 HOUR R NG) -SEE U.L. DETAIL DRAWN BY: MSG LAYER EA. SIDE -SEE UL DE L FOR MORE SPECIFlCA ONS CHECKED BY: COOL&COBB FOR ALTERNATE G.B. ES \WALLSHALL FAS N META FURRING STRIPS TO CMU W/ X 3 16 MASONRY SCREWS" 3 5/8" 25G MTL STUDS O " O.C. COMPLY WITH U.L. FASTEN METAL FURRING TRIPS TO CMU W/ 1.25" X 3 16 MASONRY CREWS / » PROJECT #: FAS FASTEN GYP BD. TO FURRING W/1 LONG DESIG U-465 (1 HOUR FASTEN GYP BD. TO FURRI W/1 LONG DATE: 5.11.12 SELF TAPPING SCRE 0 8" O.C. SELF TAPPING SCREWS O 8" O.C. SET BOTT ACK IN RATING) SEE U.L. DETAIL FOR SELF TAPPING SCREWS O 8 C. EXIST. CMU EXIST CMU FULL BED SEALANT MORE SP IFICATIONS 8 X8X16 CMU , W/3/8", MORTAR ED -----CONC. FLR. ONC. FLR. CONC. FLR. ASTENERS 2'-O" O.C. MAX. CONC. FLR. (SEE RM. FIN. SCH.) (SEE RM. FIN. SCH.) (S RM. FIN. SCH.) & WITHIN 2" ENDS SEE RM. FIN. SCH. WALL TYP E G WALL TYPE F WALL TYPE E WALL TYPE D 13 OF SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS PENDANT HUNG LIGHT FIXTURES LESS THAN 20 POUNDS MAY BE SUPPORTED DIRECTLY TO CEILING RUNNERS SPLAY WIRES ALWAYS RUN IN DIRECTION OF MAIN OR CROSS RUNNER. SPLAY WIRES ALWAYS CONNECT TO MAIN RUNNER CROSS RUNNER d4IE: VERT. STRUTS TO RESIST FORCE FROM BRACING WIRES ARE REQ. AT HORIZ. RESTRAINT POINTS NOT MORE THAN 12' 0/C, 6' MAX. FROM WALL TYP. CROSS RUNNERS A.C.G. NOTES: 12 GA. WIRES SPLAYED IN 4 "�h ? DIRECTIONS 90' APART 012'-0" O.C. EACH WAY 8GA. VERTICAL WIRES ® 4'-0" O.C. EA. WAY - TYPICAL - #12GA. SPLAY WIRE VERTICAL AT 450 MAX. MAIN RUNNER Nh RIGID VERTICAL STRUT BY "DONN CORPORATION." LIGHT FIXTURES TO BE SUPPORTED FROM STRUCTURE ABOVE BY ® JOIST/GIRDER TWO WIRES CADDY -CORNER. ACOUSTICAL TILE CEILING PANEL - TYP. 24"X24" OR 24"X48" AT OPEN -WEB WOOD SEE PLAN JOISTS BRACE WIRE S�- PARALLEL TO JOIST TYPICAL LAYOUT 1. HANGER WIRES SHALL BE #12 GAUGE 2. HANGER WIRES SHALL BE PROVIDED FOR ALL MAIN RUNNERS AND CROSS RUNNERS WITHIN 8" OF CEILING PERIMETERS 3. HANGER WIRES THAT ARE MORE THAN 1" OUT OF PLUMB SHALL HAVE COUNTERBRACED WIRES 4. CEIUNG GRID MAY BE ATTACHED TO TWO ADJACENT WALLS; THE CEILING MUST BE AT LEAST .5" FREE OF OTHER WALLS 5. CROSS RUNNERS OVER 12" LONG AND ALL MAIN RUNNERS NOT CONNECTED TO WALLS MUST BE INTERCONNECTED NEAR THE FREE END WITH A METAL STRUT SECURELY ATTACHED TO PREVENT SPREADING 6. A SET OF 4 SPAY WIRES SHALL BE PROVIDED AT 12" O.C. STARTING AT 48" FROM ANY WALL AS SHOWN. WIRES SHALL BE TAUT WITHOUT CAUSING CEIUNG TO LIFT 7. HANGER WIRES MUST BE FASTENED WITH NOT LESS THAN 3 TIGHT TURNS. SPLAY WIRES MUST HAVE 3 TIGHT TURNS FOR #12 GAUGE WIRE. 8. ALL CEIUNG WIRES AND UNBRACED UDTS, PIPES, ETC MUST BE SEPERATED. 9. ALL UGHT FIXTURES SHALL BE ATTACHED TO TEH CEIUNG GRID TO RESIST A HORIZONTAL FORCE EQUAL TO THE FIXTURE WEIGHT 10. LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS AND AIR TERMINALS WEIGHING LESS THAN 20 POUNDS AND RECEIVING NO TRIBUTARY LOAD FROM DUCT, MAY BE SUPPORTED DIRECTLY TO CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS. 11. OTHER LIGHT FIXTURES AND AIR TERMINALS SHALL BE SUPPORTED BY WIRES DIRECTLY TO TEH STRUCTURE ABOVE. 12. VERTICAL STRU TO BE FASTENED TO MAIN RUNNER AND EXTEND (AND FASTEN) TO STRUCTURAL MEMBERS SUPPORTING THE ROOF ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY BRACING WARES 13. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF EACH WALL REFLECTED CEILING PLAN SCALE: 1 /4" = V-0" 1/2" CLR. STRUCTURAL JOIST GIRDER BRACE WIRE (TEST FOR 440 FREE EDGE LBS) 12GA (45- MAX) HANGER WIRE (TEST FOR 200LBS) j8GA. WEB MEMBERS SADDLE TIE BOTTOM CHORD BRACING WIRE HANGER WIRE WEIGH ................ .......... ...... 0�... F 105 POP RIVET RUNNER TO 1"X1" TRIM FLUSH CEILING PANEL #12 GUAGE HANGER WIRE INSTALL PER DETAIL RUNNER FLUSH CEILING PANEL POP RIVET RUNNER TO TRIM 1 "X1" TRIM ATTACHED TO FIN. WALL WITH TYPE "S" DRYWALL SCREWS >•[91111*3 i8 SHEET METAL SCREW OR ENGINEER OF RECORD: APPROVED FASTNU% CUP ATTACHING COOL AND COBB FIXTURE TO T-BAR GRID ENGINEERING CO. FIXTURE WEIGHT <56 LBS. USE 12GA. CERT OF AUTHI TION #29713 HANGER WIRE CONNECTED FROM THE FL LICENS 16921 FIXTURE HOUSING TO STRUCTURE ABOVE. THESE WIRES MAY SLACK. © FIXTURE WEIGHT 56 LBS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PROVIDE CALCULATIONS AND DETAILS, 203 WEST MAA ST. AVON PARK, FL 33825 D 12GA. HANGER WIRE SHALL ATTACH PH. 863.657.2323 THE GRID MEMBER TO THE STRUCTURE ABOVE WTHIN 3" OF EACH CORNER OF EACH FIXTURE TANDOM FIXTURES MAY UTILIZE COMMON WIRES. ST. HDR EXIST. HDR ILE " 1 moc-1 imm—m-1-m m Limim m� DRAFTING SERVICES BY: M I CH AEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9 744 :N T: ORANGEWOOD BUILDERS ESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 .. N O HEJ Q Z� Q Z 0 us G Q C N <mG� a Z N�� a r' a m N REVISION S/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 1 I AS BUILTS 15.11.121 AWN BY: MSG ECKED BY: COOL&COBS OJECT #: TE: 5.11.12 A5 SYMBOL LEGEND • ONE HOUR RRE RATED WALL FACP LFE SAFETY F/A COMMAND CONSOLE TWO HOUR FIRE RATED WALL © MANUAL PULL STATION THREE HOUR FIRE RATED WALL IONIZATION SMOKE DETECTOR FOUR HOUR FIRE RATED WALL ®E SMOKE/HEAT PHOTOELECTRIC DETECTOR 200P FOR ELEVATOR CAPTURE (CEILING MOUNTED. - - - - - MAX. TRAVEL DISTANCE TO REACH AN DOT® SMOKE/HEAT DETECTOR EXIT DIRECTION OF TRAVEL 91)l DUCT SMOKE DETECTOR 04 FIRE ALARM / HORN ®4 STAIR SPEAKER HORN 8 EXIT LIGHT HEAT DETECTOR EMERGENCY LIGHTS (SEE ELECTRICAL DWGS.) STROBE LIGHT F.E. ® FlRE EXTINGUISHER ® ELEVATOR WARNING LIGHT 'DO NOT USE ELEVATOR' 0 FIRE HOSE CLOSET © CONTROL MODULE FOR ELEVATOR CAB RECALL ® MONITOR MODULE NOTE No. 1: FE = PROVIDE ONE CERTIFIED 2A-10BC FIRE EXTINGUISHER FOR EACH 3000 SQ.FT. AND WITH MAXIMUM TRAVEL DISTANCE TO REACH OF 75'. TOP NOT TO EXCEED 5' ABOVE THE FLOOR. NOTE No. 2: EACH EMERGENCY LIGHTS SHALL BE TIED TO LIGHTING CURCUIT IN SAME ROOM OR AREA AS LOCATION OF FIXTURE PER NEC-700-12 EMERGENCY LIGHTS SHALL HAVE BATTERY BACKUP & BE IN A FULLY RECESSED CABINET LIFE SAFTEY PLAN SCALE: 1 /4" = 1'-0" NORTH — P SOUTH — COVERED WALK ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICENS \#16921 203 WEST MAI ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: M I CH AEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS RESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 Z Z N O ism RLVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 AS BUILTS 15.11.121 DRAWN BY: MSGI CHECKED BY. PROJECT #: .. DATE: 5.11.12 A6 q._ OF 13 ELECTRICAL SYMBOL LEGEND 20A, 120V, SINGLE POLE LIGHT SWITCH. MOUNT CENTER AT 48" AFF. $3 20A, 120V, THREE-WAY SWITCH. MOUNT CENTER AT 48" AFF. $4 20A, 120V, FOUR-WAY, SWITCH. MOUNT CENTER AT 48" AFF $M SINGLE POLE MOTOR RATED SWITCH. MOUNT ADJACENT TO EQUIPMENT TO BE CONTROLLED. VERIFY AMPACITY WITH EQUIPMENT NAMEPLATE. d) 20A, 120V, SINGLE DEDICATED RECEPTACLE. MOUNT AT 18" AFF. 6 20A, 120V, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 20A, 120V, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 4" ABOVE COUNTER, COORDINATE WITH MILLWORK. 20A, 120V, GFI, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 4 20A, 120V, GFI, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 4" ABOVE COUNTER BACKSPLASH, COORDINATE WITH MILLWORK. 6 20A ,120V, HALF SNATCH DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 6 20A, 120V, DUPLEX RECEPTACLE FOR MICROWAVE. MOUNT CENTER AT 72" AFF. Fol 20A, 120V, DUPLEX RECEPTACLE. RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. O 20A, 120V, DUPLEX RECEPTACLE. CEILING MOUNTED. 20A, 120V, QUADDRUPLEX RECEPTACLE. MOUNT CENTER AT 18" AFF. 0 20A, 120V, QUADDRUPLEX RECEPTACLE. RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. ® SPECIAL PUPOSE RECEPTACLE. VERIFY EXACT TYPE WITH CONTRACTOR/ EQUIPMENT NAMEPLATE. JB JUNC71ON BOX 0 TELEPHONE OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". $ TELEPHONE OUTLET. WALL MOUNT CENTER AT 4" ABOVE COUNTER, COORDINATE WITH MILLWORK. PROVIDE 3/4" CONDUIT WITH PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". ♦ DATA OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". V TELEPHONE/DATA OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". ❑2 TELEPHONE OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A 02 D TELEPHONE/DATA OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT NTH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". 0 DATA OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". Q TELEVISION OUTLET. c ELECTRICAL PANEL ® TRANFORMER -- 3Pa DISCONNECT SAFETY SWITCH (3) POLES, 30A FRAME "**" DENOTES CONTRACTOR TO PROVIDE FUSES PER MANUFACTURER'S NAMEPLATE, UNLESS NOTED OTHERWISE. "NF" DENOTES NOT FUSED. ® FACTORY MOUNTED DISCONNECT. C I CLOCK/INTERCOM SYSTEM lilEPO EMERGENCY POWER OFF SWITCH WP WEATHER PROOF GFI GROUND FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ® ONE WAY EXIT SIGN BATTERY BACKUP - WIRE AHEAD OF LIGHTS 0 KNOX BOX. 02 . SMOKE DETECTOR. HEAT DETECTOR. BATTERY BACKUP EMERGENCY LIGHT - WIRE AHEAD OF LIGHTS A Q ®D DOOR,JTRIKE WEIGHTS 000 105 F4 81 C2 Wt a w cr Z z c� a 0 ELECTRICAL NOTE: REPLACE BALLAST ON EXISTING FIXTURES AS NEEDED. ANYTHING NOT LABLED IS CONSIDERED PROPOSED RELOCATED ER. LIGHT UtU : UtUIUA I tU WILL I Z THIS IS A 24 HOUR FACILITY THEREFORE; < OCCUPANCY SENSORS ARE NOT REQUIRED IN THE MAIN EXERCISE AREA. OCC Iw- =E) SENSORS ARE REQUIRED IN THE ADJACENT ROOMS AS INDICATED Z NOTE: NO EMERGENCY BALLUSTERS [r W U PROPOSED BOXCARDIO \ 1� 03--1 NORTH - PARKIN PANEL B RAINING TO HANNING /RADIO D02E STRIK ® 112 0 10'- wzs :,:.. o F7 s.:. z C4 j DOOR STRIKE SENS Q1 UNISEX TS MAIN AREA 80 CFM AIN 111 311©= �� hh ►4 STOR. F7 I B1 GFI JC2,41 W1 J a ��l 1 107 1 D Z m r e ---- 0 Al IN ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICENS #16921 v 203 WEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 N T: ORANGEWOOD BUILDERS ADDRESS: O 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 ELECTRICAL PLAN El SCALE: 1 /4" = 1'-O" 11111 1111111 11111110 - of 13 LIGHTING FIXTURE SCHEDULE TYPE SYMBOL DESCRIPTION VOLTS LAMP NO. TYPE MOUNTING REMARKS O ® 2'x4' FLUORESCENT PRISMATIC. LSI JLA125-332FASSO 30 NEW 277 13 EM 32W T8 CEILING RECESSED HUNG 0 GEN. WORKOUT O6" E1 ® FLUORESCENT OPEN DOWNLIGHT. DMF #DHFHSR-226 277 1 26W PL CEIUNG RECESSED GENERAL NOTE: 1) VERIFY ALL COLORS/FINISHES WITH DESIGN PROFESSIONAL KEYED NOTES: F VERIFY CEILING TYPE PRIOR TO BID/PURCHASE. �2 VERIFY CLEAR CEILING SPACE AVAILABLE PRIOR TO BID/PURCHASE. El MOUNT AT +25' AFF. ® MOUNT AT 24" BELOW 6 FL SLAB ABOVE. COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS. [5 COORDINATE EXACT MOUNTING HEIGHT & LOCATION WITH DESIGN PROFESSIONALANTERIOR DESIGNER. GENERAL NOTES: 1. THE WORK SHALL COMPLY WITH THE LATEST APPLICABLE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE O.S.H.A. REQUIREMENTS AND ALL OTHER LOCAL CODES AND ORDINANCES GOVERNING THIS INSTALLATION, AS A MINIMUM STANDARD, UNLESS SPECIFICATIONS LISTED HEREIN OR SHOWN ON PLANS REQUIRE A HIGHER STANDARD. 2. THE WORK INCLUDED CONSISTS OF ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT FACILITIES AND INSTALLATION REQUIRED FOR THE COMPLETE SATISFACTORY AND APPROVED ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND CALLED FOR IN THIS SPECIFICATION, OR AS MAY BE REASONABLY IMPLIED BY EITHER. 3. ALL NOTES ON THE DRAWINGS PERTAINING TO THE WORK OF THIS TRADE SHALL BE CONSIDERED AS PART OF THIS SPECIFICATIONS AND CONTRACT. 4. THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND ANY APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM, AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL THE OWNER HAS DIRECTED THE CORRECTIVE ACTION TO BE TAKEN. THE CONTRACTOR IS REFERRED TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. SUCH PLANS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE ELECTRICAL CONTRACT DOCUMENTS. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS AND ARRANGEMENTS ONLY. 5. THE CONTRACTOR SHALL COORDINATE THE PROPOSED LOCATIONS OF ALL ELECTRICAL MATERIALS AND EQUIPMENT WITH THE REPRESENTATIVES OF THE OTHER TRADES INVOLVED BEFORE STARTING INSTALLATION OF THOSE ITEMS. 6. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES, CONDUIT, AND SLEEVES WITH OTHER STRUCTURAL COMPONENTS, AS THEY ARE CONSTRUCTED. ALL SLAB AND FIRE WALL PENETRATIONS MUST BE FIRE RATED AND MUST CONFORM TO OWNER'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. 7. THE MATERIALS AND EQUIPMENT FURNISHED SHALL BE AS INDICATED ON THE DRAWINGS; SUBSTITUTIONS SHALL NOT BE MADE EXCEPT WHERE EXPRESSLY APPROVED BY THE OWNER OR HIS REPRESENTATIVE PRIOR TO STARTING INSTALLA1ON OF THE ITEMS. THE ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED SHALL BE LISTED OR LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED TESTING ORGANIZATION, AND SHALL BE ACCEPTABLE TO THE LOCAL BUILDING AUTHORITY. 8. GROUNDING SHALL BE IN ACCORDANCE WITH ARTICLE 250, NEC. PROVIDE GROUND WIRES IN ALL CONDUITS UNLESS OTHERWISE NOTED. 9. ELECTRICAL METALLIC TUBING (EMT) SHALL BE INSTALLED ONLY IN DRY LOCATIONS, IN CONCRETE ABOVE GRADE, AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE ALL ABOVE CEILING CONDUITS SHALL BE ROUTED TIGHT AGAINST THE STRUCTURE AND SHALL BE PARALLEL OR PERPENDICULAR TO THE BUILDING FEATURES. NO NEW CONDUITS SHALL BE SUPPORTED BY EXISTING CONDUITS, CEILING SYSTEMS OR AIR CONDITIONING HANGERS OR OTHER SYSTEMS. 10. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AND INCONSPICUOUS AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. 11. FLEXIBLE CONDUITS SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, LIGHTING FIXTURES, ETC. FLEXIBLE CONDUIT SHALL BE "LIQUID TIGHT" WHEN EXPOSED TO WEATHER. 12. CONDUCTORS SIZE 08 AND LARGER SHALL BE TYPE THWN STRANDED, COPPER. CONDUCTORS SIZE #10 AND SMALLER SHALL BE COPPER, TYPE THHN SOLID, UNLESS NOTED OTHERWISE. CONDUCTORS SHALL CONSIST OF 98% CONDUCTIVITY COPPER AS INDICATED. SIZES ARE AWG. ALL CONDUCTORS SHALL BE RUN IN CONDUIT EXCEPT AS NOTED ON PLANS. 13. POWER, LIGHTING, AND GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #12 AWG. EXCEPT WHERE OTHERWISE INDICATED. CONTROL CONDUCTORS SHALL NOT BE SMALLER THAN #14 AWG. CONDUCTORS SHALL BE CONTINUOUS FROM DEVICES WITHOUT SPLICES EXCEPT WITHIN WIRE WAY OR JUNCTION BOXES. MARK CONDUCTORS IN PANELS, PULL BOXES OR WIREWAYS AND TERMINAL STRIP TERMINALS FOR IDENTIFICATION OF CIRCUITS. 14. CONDUCTORS SHALL BE JOINED USING COMPRESSION SPLICES, EXCEPT THAT CONDUCTORS #10 AND SMALLER MAY BE JOINED USING WIRE NUT TYPE CONNECTORS. CONDUCTORS SHALL BE TERMINATED USING COMPRESSION SPLICES USED ON CONDUCTORS #10 AWG. AND USING 3M #33+ OR #88 PLASTIC TAPE. SPLICES IN WET LOCATIONS SHALL BE INSULATED WITH ELECTRICAL TAPE AND ENCAPSULATED WITH SCOTCH CAST OR EQUAL POTTING COMPOUND. 15. LOW VOLTAGE CONDUCTORS RUN THROUGH THE RETURN AIR PLENUM SHALL BE PLENUM RATED -OF THE BUILDING AND THE WORK OF OTHER TRADES WALL PERMIT. 16. RECEPTACLES SHALL BE 20A, 12OV, 2 POLE, 3 WIRE SINGLE OR DUPLEX GROUND TYPE EXCEPT WHERE SPECIFIC PURPOSE, LOCKING OR HIGHER RATED RECEPTACLES ARE SHOWN ON THE DRAWINGS. 17. WALL SWITCHES SHALL BE OF THE TOTALLY ENCLOSED TUMBLER TYPE WITH BODIES OF PHENOLIC COMPOUND. HANDLES SHALL BE WHITE COLORED. 18. CONTRACTOR SHALL VERIFY ALL EQUIPMENT NAMEPLATE DATA FOR WIRING AND OVER CURRENT PROTECTION REQUIREMENTS BEFORE PERFORMING ROUGH -IN WORK. 19. PROVIDE AND INSTALL JUNCTION AND PULL BOXES WHERE INDICATED AND WHERE NECESSARY TO TERMINATE, TAP OFF, OR REDIRECT MULTIPLE CONDUIT RUNS, OF SIZE INDICATED OR AS REQUIRED BY NEC. WHERE FEEDER SPLICES ARE TO BE MADE, INSTALL BOXES LARGE ENOUGH TO PROVIDE AMPLE WORK SPACE. 20. LIGHIING FIXTURES SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE INSTALLED COMPLETE WITH LAMPS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE ORDERING OR INSTALLING LIGHT FIXTURES. 21. CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXTENT OF REVISIONS TO EXISTING EQUIPMENT AND WIRING TO ACCOMMODATE ARCHITECTURAL CHANGES AND ADDITIONS. ALL THE NECESSARY REROUTING AND/OR REMOVAL OF EXISTING EQUIPMENT, WIRING ETC., SHALL BE INCLUDED IN THE SCOPE OF WORK. CONTRACTOR SHALL REMOVE ALL EXISTING EQUIPMENT AND MATERIALS THAT WILL NOT BE REUSED IN CONSTRUCTION INCLUDING PIPES, CONDUITS, WIRES, TELEPHONE LINES, COMPUTER CABLE OR WIRING THAT PASSED THROUGH THE SITE OF THIS CONSTRUCTION AND RELOCATE THESE MATERIALS THAT SERVE ADJACENT BLDG. THAT ARE TO REMAIN. 22. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROL WIRING FOR ALL EQUIPMENT. ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR WIRING DIAGRAMS AND REQUIREMENTS. MECHANICAL EQUIPMENT REQUIRING STARTER SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 23. PANEL DIRECTORIES SHALL BE TYPED ACCURATELY TO SHOW AS BUILT CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLESS OF CIRCUITING INDICATED. ELECTRICAL PANELS SHALL BE CONSTRUCTED WITH COPPER MAIN BUSSES AND TERMINALS. 24. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE DESIGN PROFESSIONAL BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES AND SWITCHES FOR EXACT LOCATION. 25. ALL SERVICES INTERRUPTIONS SHALL BE SCHEDULED WITH THE AUTHORIZED REPRESENTATIVE OF THE LANDLORD. ALL REMOVAL AND DISPOSAL WORK SHALL BE COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE LANDLORD. 26. THE ENTIRE INSTALLA11ON SHALL BE PERFORMED IN A FIRST-CLASS WORK MANNER. THE CONTRACTOR SHALL TOUCH-UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. 27. TESTS: AFTER EACH SYSTEM HAS BEEN COMPLETED, A FUNCTIONAL TEST SHALL BE PERFORMED TO DEMONSTRATE THAT THE SYSTEM OPERATES IN ACCORDANCE WITH THE REQUIREMENTS OF THE DRAWINGS. THE TEST SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL ELECTRICAL EQUIPMENT. 28. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO SEPARATE AND COMPLETELY DEFINE THE WORK IN SEPARATE SECTIONS OF THE SPECIFICATIONS; HOWEVER, SUCH SEPARATION SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY OF COMPLIANCE WITH THE WORK OF HIS/HER TRADE WHICH MAY BE INDICATED ON ANY OF THE DRAWINGS AND OTHER SECTIONS OF THE SPECIFICATIONS. 29. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. IN ADDITION TO THE ELECTRICAL AND OTHER RELATED TRADES AND SECTIONS, THIS COORDINATION SHALL BE DONE PRIOR TO SUBMITTING THE BID. 30. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE ELECTRICAL DRAWINGS WITH REFERENCE TO BUILDING CONSTRUCTION AND DIMENTIONS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC BUT ARE TO BE FOLLOWED AS CLOSELY AS THE ACTUAL CONSTRUCTION OF THE BUILDING AND THE WORK OF OTHER TRADES WILL PERMIT. NOTE : CONSULT UTILITY FOR AIC RATING AVAIUABUTY - FUSE PER UTILITY NOTE: REFER TO LATEST ED OF NEC FOR REQUIRED MEANS OF SERVICE DISCONNECT VOLTAGE SHALL BE 120/208 EXISTING GUTTER EXIST COLD WATER PIPE EXIST GROUND RODS CONNECTED TO EXIST BUILDING STEEL PANEL A �1 125 A j 42 CIF PROP 125A/3P DIS PROP125A/3P PANEL B PANEL C IT HAS BEEN VERIFIED THAT BUILDING SERVICE IS COMPATIBLE WITH THE SERVICES AS SHOWN THERE ARE NO INCREASED SERVICE LOADS PROPOSED - SEE INTENT NOTE EXIST. ELECTRICAL RISER SCALE: NTS IMPORTANT ELECTRICAL SERVICE NOTE: #2/0 BARE COPPER EACH EXISTING SPACE CONTAINS A 125A SERVICE. CONTRACTOR SHALL UTILIZE THESE 3 SEPERATE 125A SERVICES AS SHOWN SITE SPECIFIC NOTES: 1. EACH EMERGENCY LIGHTS SHALL BE TIED TO LIGHTING CURCUIT IN SAME ROOM OR AREA AS LOCATION OF FIXTURE PER NEC-700-12 2. EMERGENCY LIGHTS SHALL HAVE BATTERY BACKUP & BE IN A FULLY RECESSED CABINET 3. ALL AS -BUILT REVISIONS ARE SHOWN AS REPORTED BY THE CONTRACTOR ON [show date]. CONTRACTOR SHALL VERIFY THAT AS-BUILTS LOADS ARE PROPERLY PROTECTED AND THAT THESE LOADS DO NOT OVERLOAD THE ELECTRICAL SYSTEM. CONTRACTOR SHALL INFORM THE CLIENT AND ENGINEER IN WRITING OF ANY SCENARIOS IN WHICH AS -BUILT MODIFICATIONS HAVE REDUCED SYSTEM SPARE CAPACITY TO 1OX OR LESS. 4. SMOKE DETECTOR, 120V WITH BATTERY BACK-UP. HARD WIRED TO BATHROOM LIGHTING CIRCUIT. INTERCONNECT FOR SIMULTANEOUS OPERATION. MOUNT AT LEAST 3' FROM A/C SUPPLY GRILLS. 0 z N m CL HI ALL EQUF17MT SHALL MATCH AIC RATING OF POKER COMPANY PER NEC 110.9 EXIST PANELBOARD SCHEDULE "A" MAIN: 125A MAIN LUGS ONLY VOLTAGE 120 208V, 3PH, 4 WIR MOUNTING: SURFACE MIN. AIC: 106 TYPE: NEMA 1 DESCRIPTION HARE/CND TRIP CKT A L A CKT TRIP WIRE/CND DESCRIPTION SIGN 2#12 do 1#120 IN 1/20 20 i W i Alym12 2 20 2 #12 & 1#12G IN 1 2" TV RECEPT TREADMILL 2#12 do 1#120 IN 1/20 20 3 4 20 2 #12 & 1#12G IN 1 2" TREADMILL TREADMILL 2 2 & 1#120 IN 1/ 20 5 6 20 2 #12 do 1#12G IN 1 2" TREADMILL FLOOR RECEPT 2012 & 1012G IN 1/20 20 7 8 1 20 1 2 #12 & 1#12G IN 1 2" TREADMILL A/C 3#6 do 1#100 IN 1" 60 9 10 20 1 2 012 & 1#12G IN 1 2" TREADMILL 11 13AAM 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 LOAD CONT. (CL) NON CONTINUOUS TOTAL LOAD CONT. (CL) 21258 / 208 / 1.732 = 59 A NON CONTINUOUS 70ftn CONNECTED CODE . LOCK ON CUIRCUIT BREAKER . ROUTE THRU UG H11NO CONTROL ENC. CL - CONTINUOUS LOAD EXIST PANELBOARD SCHEDULE "B" MAIN: 125A MAIN LUGS ONLY VOLTAGE 120 208V. 3PH. 4 MAR MMOUPN71NG: SURFACEUMIN. AIQ 1a DESCRIPTION MARE/CND TRIP CKT L?M A A I L A CKT TRIP WARE/CND DESCRIPTION MAIN LIGHTS 2#12 & 1#120 IN 1/2 20 1 Ism 2 20 2 012 & 1#12G IN 1 2" WEST WALL RECEPT MANAGER OFFICE 2012 & 1 #n 2G IN 1 Ir 20 3 4 20 2 #12 do 1#12G IN 1 2" FIRE ALARM MANAGER OFFICE 2012 & 1012G IN 1/20 20 5 6 20 2 f12 do 1#12G IN 1 2" SPARE MAIN LIGHTS 2#12 do 10120 IN 1 /2 20 7 8 20 2 JP12 do 1#120 IN 1 2" SPARE A/C 3#6 & 1#100 IN 1" 40 9 10 20 2 #12 & 1012G IN f 2" SPARE 11 12 20 2 012 & 1#12G IN i Y SPARE 13 14 20 2 #12 do 1012G IN f 2" SPARE WEST WALL RECEPTACLES 2#12 do a #1 2G IN 1 2 20 15 16 20 2 012 & 1#12G IN 1 2" SPARE 17 18 20 2 #12 do 1#12G IN 1 2" SPARE 19 20 20 2 012 & 1#12G IN 1 2" SPARE 21 22 20 2 #12 & 1#12G IN 1 2" SPARE 23 24 25 26 27 28 29 30 31 32 33 34 351 38 37 38 39 40 41 42 LOAD CONT. (CL) NON CON71N000s TOTAL LOAD CONT. (CL) 15535 / 208 / 1.732 = 44 A NON CONTINUOUS Al An CONNECTED CODE ■ LOCK ON CUIRCUIT BREAKER .ROUTE THRU LIGHTING CONTROL ENC. CL - CONTINUOUS LOAD EXIST PANELBOARD SCHEDULE "C" MAIN: 125A MAIN DIGS ONLY VOLTAGE 120 208V, 3PH. 4 WIRE MOUNTING: NURA SURFACE a MIN. AIC- 1 DESCRIPTION WIRE/CND TRIP CKT L A XA A qR TRIP WIRE/CND DESCRIPTION RECEPT 2012 & a #120 IN 1 /2 20 f 7.%n 1 2 20 2 #12 do 1 f 12G IN 1 /2" TANNING BATH RECEPT 2#12 & 1#120 IN 1/2 20 3 4 BATH UGHT AN 2#12 & 1#12G IN 1/20 20 5 6 20 2 #12 & 1#12G IN 1 2" SPARE OFFICE RECEPT 2#12 do 1#12G IN 1 2 20 7 8 60 305 & 101OG IN 1" AC SPARE 2#12 & 1#12G IN 1 2 20 9 10 SPARE 2#12 & ljn2G IN i 2 20 11 12 SPARE 2#12 & 1#120 IN 1/20 20 131 14 20 2 #12 do 1#12G IN 1 2" TELEPHONE 15 18 30 2 #10 & 1 fiOG IN 3/4" WATER HEATER 17 18 19 20 21 22 23 24 25 26 27 28 291 30 31 32 33 34 35 36 37 38 39 40 41 42 LOAD CONT. (CL) AMA NON CONTINUOUS TOTAL LOAD CONT. (CL) 21048/ 208 / 1.732 = 58 A NON CONTINUOUS CONNECTED LOCK ON CUIRCUIT BREAKER . ROUTE THRU LIGHTING CONTROL ENC. CL - CONTINUOUS LOAD ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTI�14 ON #29713 FL LICENSE 921 203 'WEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH. FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS RESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 .I• pco N p x N 0 Q D 0 W 0 U) W W cn W 0 :VI SION S/SU BMITTALS: ID DESC DATE PERMIT SUBMITTAL 12.19.1 1 I AS BUILTS 5.11.121 WN BY.. MSG BY. OJECT #: ... TE: 5.11.12 E 2 11L OF 13 NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP 2. PITCH DRAIN FOR PROPER RUNOFF. 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRAIN SEAL. 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. A/C UNIT CLEANOUT VENT LINE CAP (TYP.) PERFORATED CAP PITCH DRAIN PAN PITCH �. DRAIN PIPE TO MATCH DRAIN OUTLET SIZE. (a) THIS DIMENSION IN INCHES MUST BE THIS STANDARD DETAIL MUST EQUAL TO THE MAXIMUM FAN SUCTION (NEGATIVE) STATIC PRESSURE IN INCHES BE REVIEWED AND SITE WG (WITH DIRTY FILTERS, COILS, AND ADAPTED BY CONTRACTOR MAXIMUM AIR FLOW) + 1" W.G. PRIOR TO USE FOR FINAL EQUIPMENT. (b) THIS DIMENSION IN INCHES MUST BE EQUAL TO MIN. 1/2 OF THE (a) ABOVE (c) EQUALS (a) + (b) + PIPE DIA. + + INSULATION DRAW THRU UNIT CONDENSATE TRAP PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT. LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL PLUMBING LEGEND CO CLEAN OUT FD FLOOR DRAIN CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RECIRCULATING HB HOSE BIBB VTR VENT THRU ROOF D4 GATE VALVE D04 GLOBE VALVE N 'CHECK VALVE (� BALANCING VALVE i GAS COCK T WATER HAMMER ARRESTER (PDT No.) 0 FD FLOOR DRAIN O RECIRCULATION PUMP Si SANITARY SEWER PIPING ----5 VENT PIPING ------- --S DOMESTIC COLD WATER PIPING S-------i HOT WATER PIPING (110') ... -•••- -...i HOT WATER RECIRCULATING PIPING 5--- CD'--S CONDENSATE PIPING S--- SO -S STORM DRAIN PIPING S-- G -S GAS PIPING S-0-S PIPE RISE UP Sr--?-S PIPE DOWN OR DROP E- CAPPED END OF PIPE �- POINT OF CONNECTION --� P-TRAP GENERAL SPECIFICATIONS HANGER NO. 24 BOTTOM BEAM C-CLAMP MODEL 300 MICHIGAN 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A STEEL I -BEAM BOTTOM BEAM FIRST CLASS WORKMAN LIKE MANNER. SAID CONTRACTOR SHALL MEET OR BAR JOIST C-CLAMP OR ALL REQUIRMENTS SET FORTH BY ANY LOCAL ORDIANCE AND OR GOVERNING AUTHORITIES. HANGER ROD SHALL BE EQUAL WITH 2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDENCE TIGHTENED HARD AGAINST LOCK NUT THE STRUCTURAL STEEL WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES, AND MEMBER ORDINANCES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE �- ALL THREAD ROD ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO "A" VARIES ACCOMPLISH THE WORK SHOWN AND/OR NOTED ON THE DRAWINGS. 4. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE SWIVEL RING DURATION OF THE WORK. HANGER 5. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY F♦ PIPE ALL CONDITIONS. LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ,ANY AND ALL FABRICATIONS REQUIRED PRIOR TO INSTALLATION. 6. IADVVAANCED BE OFNLOBGTML.EADD ITEOF MS AS NOTO INTRERFFER WITH PIPE HANGER / SUPPORT THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG N.T.S. TIME. 7. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR CONCRETE SLAB FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED DROP -IN OR7HF�WISE MIN. 5/8" a '� d ... _ ANCHOR & ORREC11ON OF ANY DEFECTS SHALL BE COMPLETED WITHOUT HILTI HDI ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR _ OR EQUAL OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. HANGER ROD 9. THE CONTRACTOR SHALL BE RESPONABLE TO REPAIR TO ORIGINAL CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. "A" VARIES 10. LOCATION OF PLUMBING ROUGH -IN MAY CHANGE. VERIFY EXACT LOCATION WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT. ETC. 11. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. 12. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND CLEVIS HANGER ACCEPTANCE BY ARCHITECT/ESTEEL NGINEER MUST BE A CONDITION OF THE 1 /4 CARBON CONTRACT. STEEL COPPER PLATED GRINNELL FIG # CT-65 13. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF OR EQUAL CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 14. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS. AND PIPE HANGER / SUPPORT TESTINGS. N.T.S. 15. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE GALVANIZED CONTRACTOR SHALL BE PAID FOR BY THAT CONTRACTOR. SURFACE MOUNTED CHANNEL ANCHORED IS. THE CONTRACTOR SHALL FURNISH ALL WATER METERS UNLESS THROUGH THE BACK OTHERWISE NOTED. OF THE CHANNEL 17. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 18. VERIFY LOCATION, SIZE, ELEVATION, MATERIALS, AND PRESENT STATE ?18 OF ALL EXISTING UTILITIES. 19. INSTALL READILY ACCESSIBLE GATE VALVES IN ALL BRANCH WATER PIPE CLAMPSHEET METAL LINES SERVING ANY ROOM HAVING PLUMBING FIXTURES. ALL FOR INSULATED FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE VALVES. PIPES; 1 /4" THICK 20. MAIN WATER SUPPLY SHALL BE EQUIPTED WITH A BACKFLOW NEOPRENE SLEEVE FOR PREVENTER UN -INSULATED PIPES. NOTES: 21. ALL THREADED WATER OUTLETS (EXCEPT FOR AUTOMATIC CLOTHES 1. APPLICABLE FOR CONTROL TUBING WASHERS) SHALL BE FURNISHED WITH WATTS #BA APPROVED VACUUM 2. APPLICABLE FOR PIPING NO LARGER THAN 1-1/2- BREAKERS. 22. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS. ON 3. APPLICABLE FOR HORIZONTAL TRAPEZE OR FOR VERTICAL PIPING QUICK CLOSING VALVES. NEAR THE FIXTURES IN AN EFFECTIVE RANGE . 23. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING PIPE / TUBE SUPPORT UNIONS SHALL BE USED. N.T.S. 24. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT WATER HAMMER ARRESTOR - PIPING SCHEDULE ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN SELECTION BASE ON ZURN MANUFACTURING SHOKSTOP DATA DAMAGED THEREBY. ' MFG.CAT. TYPE N0. 100 200 300 400 NOTE: ** 25. IF THE CONTRACTOR PROPOSES TO USE ANY ARTICLE, DEVICE, P. D. I. SYSTEM A B C D PRODUCT. OR MATERIALS WHICH IS NOT AS SPECIFIED. THE CONTRACTOR SHALL BE RESPONSIBILITY TO PROVE TO THE FIXTURE UNIT RATING 1 - 11 12 - 32 33 - 60 60 -113 REMARKS: ARCHITECT/ENGINEER THAT THE PROPOSED SUBSTITUTION IS EQUAL SYMBOL Z-1700 88 F.U. 256 F.U. 490 F.U. 904 F.U. NOTE: ** 26. THE CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING NOTE: ** CONTRACTOR SHALL PROVIDE AND INSTALL WATER HAMMER ARRESTORS IN DOMESTIC PIPING SYSTEM PERPFORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS AS PER FBC 604.9 AND PER MANUFACTURERS RECOMMENDATION. SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 27. THE CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS -BUILT DRAWINGS. SHOWING ALL CHANGES AND DEVIATIONS, TO THE MATERIAL SPECIFICATIONS ARCHITECT/ENGINEER PROIR TO COMPLETION OF THE PROJECT. DOMESTIC WATER PIPING SHALL BE HARD COPPER PIPE TYPE "L" ANSI / ASTM B-88 WITH WROUGHT -COPPER SOLDER -JOINTS FITTINGS ASTM B-16.22. BELOW GRADE PIPING SHALL BE TYPE "K" ANSI / ASTM SOFT COPPER WITH NO JOINTS OR FITTINGS BELOW GRADE. 2. PIPING: SOIL, WASTE AND VENT PIPING SHALL BE PVC 3. PIPING: RAIN WATER PIPING SHALL BE POLYVINYL CHLORIDE SCHEDULE 40 (PVC) PLASTIC DRAIN, WASTE PIPE AND FITTINGS. PIPE AND FITTINGS SHALL CONFORMING TO ANSI STANDARD K65.56-1971 AND ASTM STANDARD D2665-82. SOLVENT CEMENT FOR POLYVINYL CHLORIDE (PVC) PLASTIC PIPE AND FITTINGS SHALL CONFORM TO ANSI STANDARD B72.16-1971 AND ASTM STANDARD D2564-80. 4, INSULATE ALL HOT WATER, LINES, AS FOLLOWS: HW SUPPLY 1" THICK PREFORMED ARMAFLEX PIPE INSULATION. HORIZONTAL STORM DRAIN PIPING WITH 1-1/2" THICK PERFORMED FIBERGLASS PIPE INSULATION. GENERAL NOTES: 1- DO NOT SCALE DRAWINGS FOR PARTITION LOCATION. CONSULT ARCHITECTURAL & STRUCTURAL DRAWINGS FOR DIMENSIONS. 2- CONTRACTOR SHALL VISIT SITE TO VERIFY FIELD CONDITIONS & PHYSICAL LOCATIONS & SIZE OF EXISTING SERVICES. 3- SANITARY LINES LARGER THAN 2j" TO SLOPE J"/FOOT. 4- SANITARY LINES 2}" AND LESS TO SLOPE }"/FOOT. 5- CONSULT ARCHITECTURAL DRAWINGS FOR ALL FINISH FLOOR & GRADE ELEVATIONS. 6- SEE ARCHITECTURAL DWG'S FOR ROOF DRAINAGE. FIXTURE SCHEDULE EQUIPMENT SELECTION BASED ON SYSTEM CONNECTIONS SYMBOL ITEM DESCRIPTION CW HW TRAP DRAIN FIXTURE UNITS MFGR MODEL PA WATER CLOSET (1.6 GAL FL) 3/4" --- INTEGRAL 3" 4 PROFLO WHITE - PF2203 - ADA (TANK PF3212) (SEAT PFTSCOF2000WH) P.2 LAVATORY (ADA) 1/2" 1/2" 1-1/2" 2" 1 PROFLO PF5504WH - ADA COMPLIANT (FAUCET MOEN - 8800 ADA COMPLIANT ) P.3 DRINKING FOUNTAIN 1/2" --- 1-1/4" .5 ELKAY EZSTLSLC - ADA COMPLIANT P.4 SHOWER VALVE 1/2" 1/2" 2 MOEN 62300 - ADA COMPLIANT P.5 SHOWER VALVE TRIM I IMOEN ITL182 - ADA COMPLIANT P.6 MOP SINK (SERVICE) 1/2" 1/2" 1 1-1/2" 2" 2 JPROFLO IPFZ199625 (FAUCET MOM 8230 ADA COMP.) NOTE: PLUMBING FIXTURES SHOWN OR EQUAL SHALL BE PROVIDED BY CONTRACTOR WITH SHOP DRAWINGS ON EACH FIXTURE SUBMITTED FOR APPROVAL BY THE OWNER & DESIGNER. FIXTURE COLOR IS WHITE IMPORTANT - ALL FIXTURES SHALL MEET BE ADA COMPLIANT AND MOUNTED AT HEIGHTS ACCORDING TO CHAPTER 11 OF THE FLORIDA BUILDING CODE NOTE: 1. PROVIDE ACCESS PANELS FOR EACH GANG OF VALVES. 2. PROVIDE AND INSTALL TRAP AND SUPPLY LINE INSULATION KIT. 3. ALL PLUMBING FIXTURES & FIXTURE FITTINGS SHALL COMPLY WITH FBC PLUMBING TABLE SEC.604.4 & SEC.604. 4. BARRIER FREE WALL MOUNTED HI/LOW (ADA) COMPLIANT HEIGHT TO COMPLY WITH ALL CODES FOR (ADA). NOTE: ** SIZE AS INDICATED ON DRAWINGS. 1) ALL FLOOR DRAINS SHALL BE RESEALED BY MEANS OF A ZURN TRAP PRIMER VALVE INSTALLED IN COLD WATER SUPPLY LINE FROM THE NEAREST SINK OR LAVATORY AND WITH 1/2 INCH DRAIN SLOPED TO THE FLOOR DRAIN. OR BY APPROVED ALTERNATE METHOD EQUAL TO THE ABOVE. 2) COORDINATE WITH ARCHITECTURAL DRAWING FOR FLOOR OR AREA FINISH; AND PROVIDE CORRECT TOP STYLE FOR CERAMIC OR QUARRY TILE, ASPHALT OR VINYL TILE, TERRAllO. POURED OR TRAWLED SYNTHETIC, FINISH CONCRETE, AND ALL PAVED AREAS; PROVIDE FOR FLOORS HAVING A WATERPROOF MEMBRANE, USE ZURN FLANGE CLAMPING RING. HANGER SCHEDULE - ROD SIZE PIPE ROD NOTE: SIZE DIA. CONTRACTOR TO COMPLY WITH FBC 1/2 3/8" SEC 308 & HANGER SPACING TABLE 3/4" 3/8" 308.5 1" 3/8 1-1/4 3 8 1-1/2" 3/8" 2" 3/8" 2-1/2" 1/2 3" 3-1/2' 1/2' EXISTING LATERAL DRAIN TIE IN LOCATION CUT SLAB AS NEEDED FOR DRAINAGE SEE NOTE COVER PAGE FOR CONCRETE/REIN. d (U z TANNING STOR. J-EXIST. 1 COPPER" ; 112 109 a C.W. LINE 10'-0" 10'-0" I AT CEILING ' WATER HEATER F7 1 81 B1 g 31 3 C4 WI C2 W2 - i'�� z ( �'�. LI U-)I L----C.W. EXISTJW .. TR I ,� /-� FCO 1 " LOOP V NT TYP_-- z ' PROP. MOP o _-�`•`75_ H.V. NOTE: 1. PROVIDE WATER HEATER RELIEF PVC DRAIN TO MOP / SINK FOR EMERGENCY OVERFLOW WO M E �-, » MRAIN ' 2. PROVIDE NEW HVAC UNITS CONDENSATE DRAIN TO ' MOP SINK 10° 0(3:I " ; �Op7wc 3. PROVIDE SHUT OFF VALVUES AT ALL PLUM. FIXTURE 22,2 B4 DROPS �-L--------------------♦ 4. VERIFY BACKFLOW PREVENTOR FOR MAIN WATER C2 I ' z I I , 1 , .5" C.W. - �_- t�7 " DRAIN I 5 H.W. ------------------------------ ------------------------------- -- ---^---------� L H.W.... ----- --- -- I " PROP. LAV z I 5" C.W. UNISEX Q ' / o u)� a 3' 110 . ^I o �I PROP. LAV If'2Z2f 84 I C4 VV2 ; X.5 .5 C. W. o ' 0 H_W 'PROP. WC p1 1 , I N ' z I a =1 Q ' 3 1 = 1 , N I I� 1 1 I � 1 1�, H W. ---------------- --- -- __5C.W_----- ---- z '3 MEN Q I" o ; � PROP. LAV 107 I '� TRAINER 10'-0" .5" C.W C2 W2 10'-0" I "RAIN F1 81 PROP. WC C4 WI FCO chi l o DRINKING FOUNTAIN PROPOSED PLUMBING PLAN SCALE: NTS I SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1/4 3 to 6 1/8 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004 TANKLESS HOT ELECTRIC WATER HEATER SCHEDULE MODEL MANUFACTURE WIRING VOLTS AMPS KW SETEMP X ACCESSORIES/REMARKS: RP-1 FORTIS - 9.0 GPM 8 GA 208 18 3.5 110' F WITH 0.5 GPM FAUCET AERATOR FOR SINKS & LAVATOR S. MOUNT HEATER ON WALL IN MECH ENGINEER OF RECORD: COOL AND -COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICENgE #16921 203 WEST MA ST. AVON PARK, FL 3382 PH. 863.657.2323 DRAFTING SERVICES BY: M I CH AEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 N T: ORANGEWOOD BUILDERS ESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N O J Q Q a �- CT•7 a LO N a n Z < m 1Fa-- Q a° 0 Z �M� a iEu 10 F1i 0 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 2.19.1 AS BUILTS D.11.121 DRAWN BY. MSG CHECKED BY: COOL&COBB PROJECT: DATE: 5.11.12 LOCKING QUADRANT TO BE EXPOSED -- FLEXIBLE DUCT WITH INSULATION do VAPOR BARRIER TIE TO STRUCTURAL SUPPORTS — 2" WIDE METAL BAND SUPPORT SQUARE TO ROUND ADAPTER =SUSPENDED TYPE CEILING SYSTEM DIM M-I WI&E 3 M-I GALV. STEEL ROD OR STRAP SUPPORTS PER SMACNA STANDARDS SIDE TAKE —OFF FITTING WITH DAMPER, BELL MOUTH OR SHOETAP TYPE MAIN SUPPLY AIR DUCT, SEE PLANS FOR TYPE AND INSULATION I 1-1/2" X 1-1/2" X 1/8" GALV. ANGLE OR STRAP PER SMACNA CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION LOUVERED FACE CEILING DIFFUSER WITH 2' X 2' LAY —IN ALUM. PANEL MOUNTING DETAIL s NT8 NOTES: 1. ALL WORK TO BE DONE IN ACCORDANCE NTH THESE PLANS AND THE 2006 REVISIONS OF THE 2004 FLORIDA BUILDING CODE. 2. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING INSTALLATION, AND COORDINATE THIS INSTALLATION WITH ALL TRADES. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR CERTIFIED IN THE STATE OF FLORIDA. 4. THE CONTRACTOR SHALL VISIT THE JOB SITE, MEET WITH ALL RELATED TRADES, AND FAMILIARIZE HIS/HER SELF WITH ANY AND ALL CONDITONS RELATING TO HIS/HER WORK. 5. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE THAT MAY DELAY CONSTRUCTION. 6. CONDENSATE DISPOSAL SHALL BE PROVIDED FOR EQUIPMENT AND APPLIANCES CONTAINING EVAPORATOR COILS. CONDENSATE DRAIN SYSTEM SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTIONS 307.2.1 THROUGH 307.2.4. OF THE 2004 FLORIDA BUILDING CODE. CONDENSATE DRAIN SHALL TERMINATE TO APPROVED LOCATION. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAIN WITHIN UNCONDITIONED AREAS SHALL BE INSULATED TO PREVENT CONDENSATION FROM FORMING ON THE EXTERIOR OF THE DRAIN LINE. 8. PACKAGED UNITS SHALL BE LOCATED ON ROOF WITH FACTORY ROOF CURB. ROOF CURB SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS AND THE 2004 FBC. 9. DUCT CONSTRUCTION AND INSTALLATION SHALL COMPLY WITH SECTION M603 OF THE FLORIDA BUILDING CODE MECHANICAL 10. AIR CONDITIONING DUCT SYSTEM DESIGN BASED ON 1.5" TYPE "M" KNAUF DUCT AND R-6 INSULATED CLASS 1 SILVER FLEX DUCT. ALL DUCT WORK SHALL BE SEALED WITH SILVER TAPE AND MASTIC DUCT SEALANT. 11. KEEP ALL FRESH AIR INTAKES A MINIMUM OF 10' FROM EXHAUST FAN TERMINATION POINTS AND SANITARY SEWER VENT OUTLETS.PACKAGED UNIT SHALL INCORPORATE A MANUAL ADJUSTABLE FRESH AIR DAMPER ON ROOF TOP UNITS. 12. VENT BATH FANS TO AN OUTSIDE VENT USING DUCT SIZE AS INDICATED.ALL EXHUAST FANS SHALL INCORPORATE A BACKDRAFT DAMPER. 13. INSTALL SMOKE DECTECTORS (SD) AS PER SECTION M606 OF THE FLORIDA BUILDING CODE MECHANICAL 14. FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 716 OF THE 2004 FLORIDA BUILDING CODE. 15. DUCTS AND TRANSFER OPENINGS THAT PENETRATGE FIRE —RESISTANCE —RATED ASSEMBLIES AND ARE NOT REQUIRED BY THIS SECTION TO HAVE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 712 OF THE 2004 FLORIDA BUILDING CODE. 16. COORDINATE DIFFUSER & THERMOSTAT LOCATIONS WITH OWNER, CONTRACTOR, & OTHER TRADES. 17. ALL DUCTS AND PLENUMS SHALL BE MADE AIR TIGHT, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE CURRENT ADDITION CHAPTER 13 OF THE FLORIDA BUILDING CODE. DUCT LEAKAGE RATE SHALL NOT EXCEED 5R OF THE RATED AIR HANDLER FLOW, 18. ALTERNATE BRANDS OF EQUIPMENT MAY BE USED AS A SUBSTITUTION. THE ALTERNATE BRAND SHALL HAVE THE SAM SENSIBLE HEAT RATIO AND SHALL NOT EXCEED THE TOTAL BTUH OUTPUT BY 10X .� BD BALANCING DAMPER COLLAR INSTALL AT ALL SUPPLY RUN -OUTS TYPICAL DUCT CONNECTION Take —off Collar for duct board wit t rma a asket flan and manual dam sea w t% mefagc1�e and mcf�ic. 1" Cloth Hanger iplit Ring Seal Stra —minimum 5 inter Is for flexible duct CT "BOARD of eclippse" ss 1 Flexible air duc micorbial °I Metal tope, panduit strap an mastic flexible connection to tab collar. Y4-20 ALL —THREAD (TYPICAL OF 4) AIR DISTRIBUTION -TYPICAL TYPE 24x24A---" LD 200�\ SIZE CFM TYPE: LD = T—BAR LAY IN CEILING DIFFUSER 1 W = 1 WAY CEILING DIFFUSER 2W = 2 WAY CEILING DIFFUSER 3W = 3 WAY CEILING DIFFUSER 4W = 4 WAY CEILING DIFFUSER SW = SIDEWALL METAL DUCT DIFFUSER FD = FLOOR DIFFUSER LSD = LINEAR SLOT DIFFUSER —SUPPLY LSR = LINEAR SLOT DIFFUSER —RETURN LBG = LINEAR BAR GRILL RA = RETURN AIR GRILL EV = EXHAUST VENT —USE RETURN AIR GRILL DSV = DEHUMIDIFIER SUPPLY DIFFUSER —USE SUPPLY DIFFUSER ACTORY SUPPLIED RUBBER IN DRV = DEHUMIDIFIER RETURN DIFFUSER —USE SHEAR TYPE MOUNTING KIT RETURN DIFFUSER ACTORY SUPPLIED MOUNTING BRACKET *LAY —IN DIFFUSERS BASED ON METAL—AIRE ALUMINUM 4 WAY THROW WITH OPPOSED BLADE DAMPER :AN SUPPORT DETAIL HANGER AN STRAPS STRAP HANGERS 1" HANGERS STRAP '~— 3/8" BOLT HANGERS �— BAND OF SAMI AS HANGER S1 HANGERS RODS OR STRAPS ANGLE HEX NUTS—J HANGERS FOR HOT & COLD DUCTS ORTS DETAIL BATHROOM/KITCHEN EXHAUST FANS MARK BRAND MOD # CFM SP VOLT AMPS MOUNT QUANITY EF-1 PANASONIC FV05VQ3 50 .25 120 0.13 CEILING 3 *EF-1 WIRE TO LIGHT SWITCH 824" 90 CFM — 10" X 24" PROP 10 000 4W 0 CFM � %. 24" X 24" P ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AU-t2ATI0N #29713 FL LICE - #1.6921 V 203 WEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 0 II I II I I I /07E.- oo N E.F. FP oo CLIENT: EX. AUST E vx 1 ORANGEWOOD ® � 1 1 0 _ 4. BUILDERS 1200 1W60CFM —4" 12X12 ADDRESS: 1105 WEST CIRCLE ST EXISTIN NIT #1 PRa, TIE E.F. TO AVON PARK, FL 33825 DUC 0 BE R ATED EX. EXHAUST 863.452.6400 ADDITI loc. REL EU 0o 0oo O CFM — S. 4W 90 CFM — 10" 12X12 j 24" X 24" PROP N Z E E.F. TO oo EX. EXH T 5PR 1 O o T T T w S BUIL SHALL SUBMI TO O 4" F.F. m OFFICE ND TH SUBMI TO TO EXIST. U IT ( a �'TO EXIST. UNIT13, 2 �O ofaING PARTME FOR R SION TO EXIST. UNIT R �- rn a Z STING U UCTS T E REELOC Q — USE (STING NK w TO 1 ALL NEW ROPS w EXISTING UNIT #2 • DUCTS TO BE RELOCATED — NO NEW ADDITIONS REL W -24" 8" R.A.G. DOOR I 9 CFM AMENEM REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 12.19.1 160 CFM/24X2/ AS BUILTS .11.12 RELOC: RELOC. AELOC. PROP D LOC. RELOC. DRAWN BY: MSG L4-' CHECKED BY: COOL&CORE PROJECT #: DATE: 5.11.12 R OC. RELOC. RELOC. i MECHANICAL PLAN ' RELOC OC. M 1 SCALE: 1 /4" = 1'-0" LI 13 OF NN� A TENANT 1MPRO VEMEN T FOR: LOCATED A T 7341 GALL BLVD ZEPHRYHILLS, FL 33541 H ke: y II} t sci. ! '+� f+ `-M tic.. ENGINEER OF RECORD; COOL AND COBB ENGINEERING CO. O'LRT OF AUTHIZATION J29713 FL LICENSE #16921 IN 203 'WEST MAIN ST. AVON PARK, FL 33825 PH, 863,657,2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS DRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452,6400 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 12.19.1 AS BUILT'S .11.12 DRAWN BY: MSG CHECKED BY: COOL&COKE PROJECT #- ... DATE: 5.11.12 C1 V 1 OF 1 GENERAL PLAN NOTES: 1. THE GENERAL CONTRACTOR (G.C.) SHALL FIELD VERIFY ALL POSSIBLE EXISTING CONDITIONS PRIOR TO CONSTRUCTION. G.C. SHALL IMMEDIATELY INFORM THE DESIGN PROFESSIONAL OF ANY CONFLICTS WITH THE WORK PROPOSED IN THESE PLANS. G.C. SHALL IMMEDIATELY INFORM THE DESIGN PROFESSIONAL OF ANY DISCREPANCIES HE/SHE DISCOVERS WITHIN THESE PLANS. 2. DO NOT SCALE THESE DRAWINGS. USE FIGURED DIMENSIONS FOR NEW CONSTRUCTION. FIXTURES (LIGHTS, ETC) ARE NOT DIMENSIONED SO THEY CAN BE COORDINATED WITH FURNITURE AND INTERIOR DESIGNER. 3. IT IS THE G.C.'S RESPONSIBILITY THAT ALL CONSTRUCTION (AND DEMOLITION) IS TO PROCEED ONLY IN STRICT ACCORDANCE WITH ALL CURRENT, APPLICABLE LOCAL CODES & ORDINANCES. 4. THESE PLANS & SPECIFICATIONS ARE TO BE USED IN THEIR ENTIRETY. IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO COORDINATE BETWEEN ALL SYSTEMS & TRADES SO AS TO AVOID CONFLICTS. 5. THE G.C. SHALL SUBMIT TO THE DESIGNER PROFESSIONAL SHOP DRAWINGS, CUT -SHEETS AND/OR SAMPLES OF ALL MATERIALS, FINISHES, FIXTURES, & EQUIPMENT FOR APPROVAL PRIOR TO ANY ORDERING, FABRICATION OR INSTALLATION. G.C. SHALL ALLOW (2) WEEKS MIN. FOR THESE REVIEWS AND THEIR RETURN. 6. G.C. SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS (INCLUDING TIE-IN ELEVATIONS) & COORDINATE WITH ALL PROPOSED WORK. 7. ANY PIPING IN OPEN PLENUM CEILING SHALL BE WRAPPED WITH 1 HOUR FIRE RATED TAPE. 8. G.C. TO COORDINATE MECHANICAL, PLUMBING & ELECTRICAL CONTRACTORS WITH SHELL CONTRACTOR TO VERIFY ALL SPACE REQUIREMENTS PRIOR TO SETTING OF STRUCTURAL ITEMS. 9. G.C. TO COORDINATE THESE PLANS WITH ANY INTERIOR DESIGN PLANS INCLUDING SPECIAL WALL OR CEILING FINISHES, MOULDING OR WOODWORK, FIXTURES, BUILD -OUT & CABINETRY WHICH HAS INTERIOR DESIGNER & DESIGN PROFESSIONALS APPROVAL. 10. G.C. SHALL BE RESPONSIBLE TO PROVIDE ALL MATERIALS AND LABOR AS NECESSARY TO CONSTRUCT THE FACILITY DEPICTED ON THESE PLANS. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSES, INSPECTIONS AND ALL OTHER REQUIRED FEES. THIS CONSTRUCTION SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND GOVERNMENTAL REGULATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. G.C. SHALL TURN OVER TO THE OWNER A CLEAN FACILITY, WITH A CERTIFICATE OF OCCUPANCY, RECORD DOCUMENTS, INSPECTION CERTIFICATES, WARRANTIES AND BONDS, EVIDENCE OF PAYMENT AND RELEASE OF LIENS, AND OPERATION AND MAINTENANCE MANUALS. 11. UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION, G.C. SHALL WALK THE FACILITY WITH THE OWNER AND DEMONSTRATE OPERATION OF EQUIPMENT, RECORD ITEMS OWNER ARE DISSATISFIED WITH AND COORDINATE SUBCONTRACTORS CORRECTION OF SAME. 12. G.C. SHALL TAKE FIELD MEASUREMENTS AND SUBMIT SHOP DRAWINGS WHICH ILLUSTRATE EXACT PRODUCT PROPOSED, DIMENSIONS, FABRICATION, LAYOUT, SETTING OR ERECTION DETAILS AS NECESSARY TO CLEARLY DEPICT TO THE DESIGN PROFESSIONAL THE INTENDED MATERIALS AND METHODS OF CONSTRUCTION. SUBMIT CUT SHEETS, BROCHURES, PERFORMANCE CHARTS, AND PALETTE OF AVAILABLE PATTERNS AND COLORS WHERE DESIGN PROFESSIONALS SELECTION IS REQUIRED. IDENTIFY ANY DEVIATIONS FROM CONTRACT DOCUMENTS. 13. PRODUCT MANUFACTURERS SHALL BE COMPANIES SPECIALIZING IN THE PRODUCTION OF THEIR SPECIFIC PRODUCT WITH A MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. COMPLY FULLY WITH MANUFACTURER'S INSTRUCTIONS, AND INDUSTRY STANDARDS. INSURE THAT WORK IS ONLY PERFORMED BY PERSONS PROPERLY TRAINED AND QUALIFIED TO PERFORM WORK TO INDUSTRY STANDARDS. AS A RULE OF TOLERANCE, ALL WORK SHALL BE WITHIN 1/8" TO 10" OF FLAT, LEVEL AND TRUE. 14. OCCUPANCY SENSORS ARE REQURIED IN SPACE FOR ANY BUILDING (NOT TENANT) THAT IS OVER 5,000 S.F. 15. ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND IN ORIGINAL WRAPPER WHEN DELIVERED TO THE SITE. G.C. SHALL BE RESPONSIBLE TO PROTECT MATERIALS FROM SOILING, MOISTURE DISFIGUREMENT, OR DAMAGE. 16. ALL SUBSTITUTIONS SHALL BE APPROVED BY DESIGN PROFESSIONAL. 17. ALL DIMENSIONS SHOWN ON THIS PLAN ARE NOMINAL AND SHOW DESIGN IN TEST ONLY. THE G.C. SHALL BE RESPONSIBLE TO ADJUST ACTUAL CONSTRUCTION DIMENSIONS SLIGHTLY TO ALL FOR EXACT MATERIAL THICKNESSES. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS. 18. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMAL BE CONSIDERED INCIDENTAL T THEIR INSTALLATION. ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECTS AND READY FOR OPERATION SHALL BE FURNISHED AN INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. ALL SYSTEMS AND THEIR ASSOCIATED CONTROLS MUST BE COMPLETELY INSTALLED, CONNECTED AND OPERATING TO THE SATISFACTION OF THE OWNER. 19. KEEP ONE (1) SET OF RECORD DRAWINGS FOR AS-BUILTS AT THE JOB SITE. NEATLY MAKE CHANGES WITH RED PENCIL. SHOW ACTUAL LOCATIONS OF ITEMS AS INSTALLED. MARKUP SCHEDULES TO SHOW CORRECT DATA. AT COMPLETION OF PROJECT, SIGN SETS OF PRINTS CERTIFYING THAT THESE PRINTS ARE ACTUAL AS -BUILT CONDITIONS AND TURN OVER TO DESIGN PROFESSIONAL. 20. CUTTING OF STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS IS NOT ALLOWED WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO CUTTING. 21. THE G.C. AND ALL SUBCONTRACTORS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL OF ANY OBSERVED DISCREPANCIES PRIOR TO SUBMISSION OF BIDS. 22. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS. 23. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 24. ALL EXPOSED METAL TO BE PAINTED. COLOR AS SELECTED BY THE DESIGN PROFESSIONAL. 25. ALL FIRE RATED WALLS AND PARTITIONS AND PARTITIONS INSULATED FOR SOUND TRANSMISSION ARE TO RUN CONTINUOUS FROM FLOOR TO UNDERSIDE OF ROOM DECK AND ABOVE. ALL JOINTS TO BE TAPED AND SPACKLED AND ANY DUCT PENETRATIONS TO BE FIRE DAMPERED AS REQUIRED BY CODE. 26. ALL CEMENT PLASTER OR PORTLAND CEMENT BOARD ABUTTING OTHER MATERIAL TO BE FURNISHED WITH METAL EDGE STRIPS. ALL PIPING, DUCT WORK, AND CONDUIT TO BE CONCEALED. WALLS AND/OR PARTITIONS TO BE FURRED OUT AS REQUIRED TO PROVIDE MINIMUM COVER. 27. ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT IN FIRE RATED WALLS SHALL BE BACKED WITH 5/8" TYPE X GYPSUM BOARD OR AS REQUIRED TO MAINTAIN THE RATING. PROVIDE DOUBLE STUDS OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT, ALL WOODS BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING. DEMOLITION NOTES 1. THE DEMOLITION PLAN REPRESENTS THE GENERAL DEMOLITION AND DOES NOT COVER ALL ASPECTS OF THE DEMOLITION REQUIRED TO COMPLETE THIS PROJECT. IT IS THE RESPONSIBILITY OF THE G.C. TO CO-ORDINATE BETWEEN ALL TRADES, TYP. 2. EACH SUB -CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO OR DURING DEMOLITION TO CO-ORDINATE THE REQUIRED DEMOLITION FOR THEIR TRADE. ADDITIONAL DEMOLITION NOT CO-ORDINATED WILL BE THE RESPOSIBUITY OF THE G.C.AND HIS SUB -CONTRACTOR, TYP. 3. THE G.C. AND HIS SUB -CONTRACTORS ARE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR THE DEMOLITION INCLUDING BUT NOT LIMITED TO SHORING, STAGING, TEMPORARY BRACING AND THE CONSTRUCTION OF NEW SUPPORT SYSTEMS REQUIRED PRIOR TO ANY DEMOLITION, TYP. SITE SPECIFIC NOTES IMPORTANT NOTE: ALL FIRE WALLS AND PENETRATIONS ARE EXISTING AND NO ALTERATIONS OR PENTRACTIONS ARE PROPOSED. ALL CONDUIT THRU FIRE WALLS ARE EXISTING AND CONSTRUCTED PER CDDE WHEN THE BUIDLING WAS CONSTRUCTED. SOME PORTIONS OF THE WALL SHALL BE IN DISREPAIR AND SOME PENETRATIONS MAY NOT COMPLY WITH A 1 HOUR RATING, CONTRACTOR SHALL REPAIR PORTION OF WALL USING .625" TYPE "X" DRYWALL BOTH SIDES AND CAULK ALL PENETRATIONS WITH 1 HOUR FIRECAULK. SCOPE OF WORK: A PORTION OF THE SPACE IS A EXISTING VANILLA SHELL W/CONCRETE FLOORS, AND FIRE RATED DEMISING WALL - THE ROUGH IN FOR A BATHROOM EXIST BUT NO FIXTURES ARE PRESENT. THE OTHER PORTION OF THE SPACE IS A EXISTING FINISHED ACCOUNTING OFFICE WITH ONE BATHROOM PRESENT. A GYM FACILITY IS PROPOSED WITH 3 TOTAL BATHROOMS, TANNING ROOM, PERSONAL TRAINER OFFICE AND MANAGER OFFICE. ALL NEW ELECTRICAL SHALL TIE INTO EXISTING PANEL. ALL NEW HVAC SHALL TIE INTO 2 - EXISTING ROOFTOP PACKAGE UNITS. SLAB/FOUNDATION NOTE: EXISTING SLAB TO REMAIN - CUT SLAB AS NEEDED FOR RELOCATION OF PLUMBING. DO NO CUT STRUCTURAL FOOTER WITHOUGHT WRITTEN CONSENT FROM STRUCTURAL ENGINEER. FILL CUT AREAS WITH 4" THICK 2500 PSI CONCRETE WITH 10 X 10 - 6X6 W.W.F. OVER CLEAN COMPACTED SOIL. DOWELS ARE NOT REQUIRED IF CUT IS LESS THAN 24" WIDE. NOTE: 1. ALL EXTERIOR COMPONENTS ARE EXISTING AND NO CHANGES ARE PROPOSED 2. G.C. SHALL SUBMIT SEPERATE LOW VOLTAGE, FIRE ALARM, AND FIRE SPRINKLER APPLICATION AND SHALL BE SEPERATE PERMIT. 3. EXISITNG OCCUPANT CLASSIFICATION IS GROUP B - BUSINESS PER REQUIREMENTS AND DEFINITIONS PURSUANT TO FFPC 101: SECTION 6.1.1.1.1 4. OCCUPANT COUNT SHALL BE CALCULATED AS FOLLOWS: 15 S.F. PER OCCUPANT - EXERCISE AREAS (3,328 S.F. - 222 OCC), 100 S.F. PER OCCUPANT OFFICES/TANNING AREA (265 S.F. - 3 OCC), 300 S.F. PER OCCUPANT AT STORAGE/MECH AREAS (143 S.F. - 1 OCC), BATHROOMS ARE ACCESSORY USE AND NOT CALCULATED (263 S.F. - 0 OCC.) =====226 OCCUPANTS 5. ALL EMERGENCY LIGHTING SHALL BE TIED TO LIGHTING CIRCUITS IN SAME ROOM OR AREA AND WIRED AHEAD OF SWITCHES - NO SEPERATE CIRCUITS 6. THESE DRAWINGS SHALL BE IN FULL COMPLIANCE WITH CHAPTER 43 OF THE 2007 FLORIDA FIRE PREVENTION CODE 7. NO FIRE ALARM EXIST OR SHALL BE PROPOSED. DELETE ALL REFERENCES ON THIS PLAN TO ANY SMOKE DETECTORS AS NONE SHOULD BE INSTALLED 8. DUCT DETECTION SHALL BE PLACED ON SUPPLY SIDE OF ALL EXIST. AND PROP. A/C AND ACTIVATION OR TROUBLE SHALL CAUSE A VISUAL AND AUDIBLE SIGNAL IN A NORMALLY OCCUPIED AREA 9. AFTER THE INSTALLATION OF THE SPRINKLER SYSTEM - THE FANS SHALL BE LOCATED SO THAT THERE ARE NO CONFLICTS BETWEEN FAN COVERAGE AREA VS SPRINKLERS. SPRINKLERS GOVERN. 10. CORRIDORS SHALL BE IN COMPLIANCE WITH FBC 1017.1 CODE/PROJECT INFORMATION PROPERTY ADDRESS: 7341 GALL BLVD ZEPHRYHILLS, FL 33541 ZEPHRYHILLS COMMONS PLAZA CODES: FLORIDA BUILDING CODE, 2007 ED. W/2009 ADMEND. FLORIDA PLUMBING CODE, 2007 ED. W/2009 ADMEND. FLORIDA MECHANICAL CODE, 2Q07 ED:, W/20019 ADMEND. 2007 FLORIDA FIRE PREVENTION CODE. AND 2008 NEC ACCESIBILITY - FLORIDA BUILDING CODE, 2007 ED - CHAPTER 11 BUILDING INFORMATION: BUILDING CRITERIA CODE PROVISION 1. SITE REQUIREMENTS THERE ARE NO CHANGES TO EXISTING BDG. CONSTRUCTION OR USE 2. PROPOSED OCCUPANCY USE GROUP A3 - ASSEMBLY 3. TYPE OF CONSTRUCTION TYPE II UNPROT. - FULLY SPRINKLERED (FFPC - TYPE II-000) 4. ALLOWABLE BUILDING HEIGHT EXISTING 5. NUMBER OF STORIES 1-STORY EXISTING 6. GROSS LEASE AREA 3,999 GROSS S.F. 7. FIRE RESISTANT CONSTR. REQ. EXIST. SPRINKLERED (REQUIRED PERMIT BY OTHERS) 8. FIRE SUPPRESSION SYSTEMS SPRINKLERED m 9. OCCUPANCY SEPERATION REQ. 1 HOUR EXISTING - ALL PENETRATIONS EXISTING TO REMAIN 10. OCCUPANT LOAD e 226 OCCUPANTS - SEE NOTE #4 11. NUMBER OF EXITS PROVIDED 4 EXISTING - 0 PROPOSED 12. MAXIMUM ALLOWABLE DEAD END 20'-0" 13. MAXIMUM TRAVEL DISTANCE 250'-0" 15. MINIMUM EXIT AISLE / CORRIDOR WIDTH 36" 16. MINIMUM CLEAR WIDTH ® EXIT DOOR 32" 17. MINIMUM INTERIOR FINISH CLASSIFICATION (NFPA):. LOCATION CLASS ASSYMBLY AREAS WALLS & CEILING A, B OR C (IF OCCUPANCY IS < 300) ENCLOSED STAIRWAYS A CORRIDORS & LOBBIES A OR B 18. PLUMBING FIXTURE COUNT/REQ. 226 OCCUPANTS 19. MINIMUM INTERIOR WALL &` CEILI01I�1§� RL6.� BY�trOCOUPA�& (F$C) OCCUPANCY LOCATION CLASS A3 -SPRINKLERED EXITS B EXIT ACCESS C OTHER C A3 - UN-SPRINKLERED EXITS A EXIT ACCESS A OTHER C PLUMBING FIXTURE COUNT DRINKING FOUNTAIN LAV SERVICE SINK REQUIRED 1 PER 500 MEN 1 WC PER 125 1 LAV PER 200 1 SERVICE SINK WOMEN 1 WC PER 65 1 LAV PER 200 226 OCC COUNT (113 MEN, 113 WOMEN) DRINKING FOUNTAIN WC LAV SERVICE SINK PROVIDED 1 MEN 1 1 1 PROPOSED WOMEN 2 2 19. LEVEL OF ALTERATION ALLOWABLE OCCUPANTS DOOR # 1 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS OOR 2 ( 6" SI GLE D OR) 36" .2 = 80 0 UPA S DOOR # 3 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS DOOR # 4 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS 2 AREA OF WORK SCALE: NTS t.tnntWna1 rr x i � `' � rVrgrytU 'ticitail,Ad r,raarRA tJ�.,,hJnA 5�13 7 KV1.tr Grs�nd Y 0itlArt i H'-m i { I I Cull P"(.AIgfY d. Y . R f.y-tM4440 Dt. Prrt-,' Pmd Rd l:or-'mc�ra�� „loco Ur -y ora 2�sh7rhf14 l ,. I- K CtAcw j11. ompa"y I Ghpr I`' i I NF'f onk RU4, .Tb�w wl" ;'' "%fl i - E Yrtt,darVi A'.! MOC14ai E to - Ali,;h Cenr `L�t Alit crFt,fer _ init rit•q r . Acrntt S nt,;R lrmtc •Ttlf'fA:O tit; acs. r.rila c'cd r> .. OvG n fiC�t116h ! { r{ % Ik IYII �01 * uuparotiv3 zrads Vglaga; N > Nti1 3a I M . aiTl i`} (17 nf, Aibw RdWa n�, w:auplttrry Ri " , Ze�s,1-arr f'-� �' vtrnetitiale _ �' -- LOCATION PLAN SCALE: NTS elftl U m ®� Y - N 0 cV) N N 0 x N S 1 �- w � N 5Z p A wzVE ALA WALL, BATHS, AND B KHEADS WHERE DASPED - EXISTING CL'G T REMAIN p B II � u u ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICENSE. ##16921 �L IL 203 WEST" MAIN,ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 EN T: ORANGEWOOD BUILDERS ADDRESS: 1105 WEST CIRCLE ST ` AVON PARK, FL 33825 863.452.6400 I THE CHANGE OF OCCUPANCY SHALL BE IN COMPLIANCE -WITH FBC CHAPTER- 9 EXIST./DEMO PLAN acreecrvcE ONLY INDEX OF DRAWINGS ARCHITECTURAL ; ;,.r C1 - COVER PAGE C2 - GENERAL INFORMATION HC1 - HANDICAP DETAILS A1- FLOOR PLAN A2 - RESTROOM PLANS / INT. ELEVATIONS A3 - SCHEDULES A4 - WALL TYPES A5 - REFLECTED CEILING PLAN A6 - LIFE SAFTEY PLAN MECHANICAL, ELECTRICAL PLUMBING E1 ELECTRICAL PLAN E2 NOTES / CALCULATIONS P1 PLUMBING PLAN / NOTES / DETAILS M1 MECHANICAL PLAN FIRE SPRINKLER PERMIT BY OTHERS. THIS OFFICE HAS PREFORMED A STUDY REGARDING THE FUTURE FIRE SPRINKLER DESIGN AND DETERMINED THAT THE COST FOR MODIFICATION TO THE EXISTING SPRKINLER SYSTEM WILL BE LESS THAN $5,000 AND WILL CONTAIN LESS THAN 49 SPRINKLER HEADS IN SPACE N 0 z 0 V) w W o� w Qm� o w JUJ z O w c7i N �✓ �.i w 0 REVISIONS/SUBMITTALS: ID D6laC DATE PERMIT SUBMITTAL 2.19.1 AS BUILTS 0.11.121 .s DRAWN BY: CHECKED BY: PROJECT #: DATE: COOL&CO C 2 Cep 5,11.12 2 OF 13 I CONTROLS AND OPERATING MECHANISMS SHALL BE 4" MA CLEAR Y AMOUNT G OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE ,�� ' RESPONDING GRADE TIGHT GRASPING, PINCHING OR TWISTING OF THE Q- LOBBY II BRAILLE WRIST. THE FORCE REQUIRED TO ACT • • LBF((IVATE CONTROLS [- ENGINEER OF RECORD: P 2n) FAUCET LEVER -OPERATED, USH-TYPESHALL BE NO GREATER THANSAND ELECTRON CALLYS z N= X� T � 234 noose TOWELS �, SHALL COMPLY WITH 4.27.04 CONTROLLED 2 I COOL AND COBB HAND SEAT MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. • TOWEL DRYER COVER TOWEL r' IIA� CLOSING oVALVES FOR ARE LEAST H sE"CUCET z N ENGINEERING CO. �tEQUIRED O PERMANENT DOOR . CERT OF AUTHIZATION #29713 DENTI IC C _ 0 0 CDR ONDING GRADE II 0 �� MIRROR NOTES I =o FL LICENSE #16921 BRAILLE ROOM SIGN SOAP LIGHT SANITARY a INTERNATIONAL 1. SEAL AROUND ALL RECESS RESTROOM EQUIPT. , TACTILE EXIT SIGN TDD SYMBOL DISPENSER NAPKIN 2. PROVIDE 16G BACKING AT ALL ACCESSORIES AND DOOR IDENTIFICATION SIGNAGE 3 g U FIG. (A) FIG. (B) • °d' ' m F SECURED S TO AT 3 STUDS 16G BACKING 3. CAULK AROUND JOINT AT BOTTOM OF TOILET AND CANE HITS POST OR PYLON WASTE FLOOR BEFORE PERSON HITS OBJECT 4. ALL "BOBRICK" SPECIFIED ITEMS MAY BE N SUBSTITUTED WITH APPROPRIATE ALTERNATE WITH DESIGN PROFESSIONAL APPROVAL LITERDot ARY BR LLE STANDARD DIMENSIONS: 059 Inches " 5. ALL TOILET PAPER DISP. INSTALLED AT 7 MIN. TO � PROPORTIONS WASHROOM ACCESSORIES 9• MAX. IN FRONT OF WATER CLOSET 203 WEST MAIL ST. Inter —Dot Spacing .090 Inches 6. BOTTOM OF MIRROR TO BE INSTALLED 38" ABOVE AVON PARK, FL 33825 Horizontal Separation BETWEEN Cells FLOOR. CANE RANGE CANE RANGE PH. 863.657.2323 .241 Inches INTERNATIONAL SIGN OF ACCESSIBILITY FIG. (A) FIG. (8) Vertical Separation WASHROOM SCALE 2 CLEARANCE SCALE Between Cslls .395 inches INTERNATIONAL ACCESSIBILITY INTERNATIONAL SYMBOL OF ACCESS NTS NTS SYMBOL FOR HEARING EMPAIRED FJECTS AL NOTES DRAFTING SERVICES BY: SEE PLAN TACTILE EXIT SIGN IS REQUIRED PROVED SELF —LUMINOUS SIGNIN ADDITION TO (.06 FT. LgMgERMITS �NNIED SIGN ABOVE DOOR AT EXIT DOOR6" 9" 9" 6" MICHAEL GARRISON OCK CAPITAL LETTERS NOT LESS THAN 6" IN HEIGHT WITH A STROKE OF NOT LESS THAN .75" LETTERS TO HAVE WIDTH OF NOT LESS THAN 2• EXCEPT FOR THE LETTER "1" WITH A SPACING BETWEEN RECESSED FOUNTAINS:224 DATURA ST. #401 S OF NOT LESS THAN .375"NTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE .10. ON CENTERS IN EACH CELL WITH .20" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MIN. OF .40" ABOVE THE BACKGROUND 1. WITHIN ALCOVES MINIMUM 63" WIDE, MINIMUM 18" DEEP WHEN DOUBLE WEST PALM BEACH, FL 33401 TTERS AND NUMBERS SHALL BE RAISED 1 / 32", UPPER CASE, SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE II BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST .675" HIGH, BUT NO DRINKING FOUNTAINS ARE REQUIRED AND 32" MIN. CUR. WHEN A SINGLE 561.835.9744 THAN 2" FOUNTAIN IS PERMITTED. RMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING OR STANDING WITHIN THE SWING PATH OF THE DOOR. A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO LETTERS AND NUMBERS ON SIGNS SHALL HAVE AWIDTH—TO—HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH —TO —HEIGHT RATION BETWEEN 1:5 AND 1:10. BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS CHARACTERS CONCTRACT WITH THEIR BACKGROUND OUGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND) AND RECOMMENDATIONS AND COORDINATING WITH THE ARCHITECT. CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR 07HER NON —GLARE FINISH 2. SEE TYPICAL ACCESSIBILITY NOTES SHEET SECTIONS "R" & "U•. S AND NUMBERS 32" �N(W.E PROJECTED FOUNTAINS LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32' MINIMUM AND SHALL BE SANS —SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE (SEC. 1117B.5.6.1) FOR RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. (SEC. 1117B5.6.2) WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN 1. WAAIMPAIRED PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BEBE CAN PROVIDED BY EITHER THE FOLLOWING MEANS: MINIMUM OF 6" IN HEIGHT. (SEC. 11178.5.6.3) LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH —TO —HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH —TO —HEIGHT RATIO BETWEEN 1:5 AND 1:10. (SEC. 11178.5.3) 17H A. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING FOUNTAIN CAN BE OF CONTRASTING COLOR WITH A TEXTURE THAT CONTRASTS CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. (SEC. 1117B.5.5) IN RESILIENCY WITH THE ADJACENT FINISHED FLOOR MATERIAL, SO THAT IT CHARCTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CAN BE SENSED BY A CANE, WITH THE TEXTURE EXTENDING FROM THE WALL ASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 11218, THE MINIMUM CHARACTER HEIGHT SHALL BE 3". (SEC. 11178.5.4) TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL FOOT BEYOND EACH SIDE OF THE FOUNTAIN, OR E E 2/10 SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40 ABOVE THE BACKGROUND. (SEC. 11178.5.2) B" MAX B. INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO GN LOCATIONS PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING u ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE i, FOUNTAIN AND TO WITHIN 6" OF THE PATH OF TRAVEL FLOOR FINISH. THERE a MUST BE 32" CLEAR BETWEEN THE WING WALLS, OR `O EIV11FlE0 WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN ;v AYS. (SEC. 11178.5.7 & 11276.3) FERAL WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE NTH SECTION 11178.5.6. SIGNS ALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT LEAF DOORS, SIGNS SHALL BE PLACE ON THE ILLUSTRATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES EAREST ADJACENT WAIL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60' ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT THE ONLY. A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTING ERSON MAY APPROACH WITHIN 3' OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. (SEC. 11178.5.9) HEIGHT SUITABLE TO PERSONS WITH LIMITED PHYSICAL BENDING ABILITY, ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. FAI FOUNTAINS ADJACENT TO THE ACCESSIBLE FOUNTAIN, MAINTAINING MINIMUM CLEARANCES BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. NOTED AND AS REQUIRED. PROVIDE TEXTURED AREA OF CONTRASTING COLOR TO IDENTIFY WATER FOUNTAIN LOCATION AS NOTED. WHEN FOUNTAIN IS AT TERNATIONAL SYMBOL OF ACCESSIBILITY AN INTERIOR LOCATION, THE TEXTURED AREA SHALL ALSO BE OF DIFFERENT RESILIENCY THAN THAT OF THE ADJACENT FLOOR SURFACE FINISH. SEE STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL REQUIREMENTS. WHITE FIGURE ON BLUE BACKGROUND, COLOR 115090 ON FEDERAL STANDARD # 595A. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE SPECIAL DESIGNS AND COLORS MAY BE APPROVED MEMO CLIENT: ORANGEWOOD BUILDERS ADDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N RAILLE O USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL. 0.2 INCH SPACE BETWEEN CELLS. J DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. Z SCALE SCALE SCALE Z SIGNAGE NTS DRINKING FOUNTAIN NTS q- SHOWER CONTROLS NTS J 0 18" 48" XLd LO p M IN amp a • O U-4 W CONTROL AREA I 'og W PREFERRED WHERE ADJACENT OBSTRUCTION O J ¢ I • I 411" YNNIMIIII OR WALL OCCURS (9 �•—� o� DOOR e� AND A LATCH Z � a • — e • 30• REQUIRED CLEAR SPA Lei 0 ItZ Z CLEAR FLOOR SPACE HIGH AND LOW 36" MINIMUM FAI HIGH FORWARD REACH LIMIT 01 �. 48' © PARALLEL APPROACH SIDE REACH LIMITS W 10 24' 30' W NOTES: 10 1. X SHALL EkE < 25 INCHES; Z SHALL BE > X. 01i N M c M 2. WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. 24' MIN. EXTERIORJ w r- ~ k� 3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. Ir MIT. INTERIOR c - / © MAXIMUM FORWARD REACH OVER AN OBSTRUCTION RAWamSPACE SEAT WALLS 1 BACK CONTROL WALL I, DOOR WIDTH PLUS I. E MAXIMUM SIDE REACH OVER AN OBSTRUCTION 24 MN EXTt1�aR REVISIONS SUBMITTALS: IS' MK INTERIOR ID DESC DATE V . SCALE CLEAR SPACE SCALE Elam a RANPERMITSUBMITTAL 2.19.1 SHOWER CONTROLS NTS NTS 24" MIN. EXTERIOR & 111' MINIMUM INTERIOR COMPRESSED CARPET Ile MAX. BEYOND STRIKE EDGE OF A W GATE OR DOOR ON THE AS BUILTS 5.11.12 BELOW THRESHOLD N. FLOOR LEVEL V.I.F. (SEE NOTES A do B)' v SIDE TOWARD WHICH IT SWINGS. THRESHOLD SEE RAN 1 • 1/2" MA E NOTES 48" MINIMUM PINE HEI T 18' MIN. � 2'-0" CUTURED MARBEL Z + Y CIEA Ir MIN. A❑. TRANSITION BETWEEN FLOOR FINISHES, BACKSPLASH OR EQ. 36• (MIN.) GRAB BAR 24 3 p(TE1�R CULTURED MOSAIC LAV AND PULLMAN TOP OR d'p� GRAB BAR �' N� N , THERMOSTAT 2 EQ. ♦ a a DRAWN BY: MSG a 1 CULTURED MARBEL FACE N DOOR WIN 42 /2" MAX. �" X ; g AX. SWITCH CHECKED BY: COOL&COBS " OREQ. CONT. PIANO HINGE OMIN, gp © THRESHOLD 1/4" MAX. MIN. 48' MIN. WHEN FRONT 1 MI WA�.I_ MOUNTED PROJECT: PANEL DESIGN ENTRY DOOR OR 60" MINIMUM Q • MAGNETIC CATCH O WHEN SIDE ENTRY DOOR FIXTURES / 22 DATE: 5.11.12 '♦ ANGLE PANEL DESIGN CLEARANCE NOTES: " 3._6. 3'-0' 6LIL " 0 0 / ,4 MDF TYP. O PA Y; PLYWOOD A. 28" CUR. BETWEEN LAVATORY 3'-0" — '-6' `" WALL OUTLET a RAW LMMM AT PESIGN " 2" CLR. AND EDGE OF WATER CLOSET TANK 1� ( MAX ❑C LEVEL CHANGES PLAS. LAM. 5/8 HINGED LID WHEN TANK WATER CLOSET a o z PANEL (OPT: PROTECTIVE OCCURS.T.P. i 5 l NOTES* o• PIPING BOOT) �18" MIN. CLEAR, B. 28" MIN. CUR. TO EDGE OF BOWL ^' •N 1. CLEAR SPACES MUST BE tM TO PREVENT *MOMI • FROM ROLLING WHEN TIE OCCUPANT RELEASES 1W 1RI R 1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL 24 PREFERRED WHEN FLUSH VALVE WATER CLOSET " S 70 R R1 DOOR. 1/4' PER FOOT IS CHANGE AT EDGE. OCCURS. (28 CUR. C. BETWEEN LAVATORY TO FURTHEST PROTRUDING SIDE WALLS REAR WALLS PLATE HEIGHTS IIIIIERE DOORS OPENDIE 2 1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER PLAN EDGE OF WATER CLOSET, TYPICAL) 2 REMO LEWD 0 � N DOORSMAYOOt . BE A MM OF 1/4" VERITCAL LEVEL CHANGE S AOClSESSBUiY N 3 1/4• MAXIMUM VERTICAL LEVEL CHANGE. C. PROVIDE PRIVACY DOOR LOCK FLOOR MOUNTED FOR CSRH' INFORMATION, s� APPUCIIBII: NOTES ON WHEN IT IS A PRIVATE TOILET OR rf TYPICA OTES �iT SCALE gCALE FOR UNISEX USE. FIXTURES SCALE SCALE NTS THRESHOLDS 8 ADA LAV NTS g RESTROOM NTS Q SWITCH HEIGHTS NTS_ of 13 DOOR APPROACH SCALE NTS ONE s .■ c • ■ T/P SHOWER• • WARP ENTIRE (ASSUMES TOPPING •• .I • � • n r iTYPE ■ . ■ ■ 111lN IP1 Rosimmills" NORTH - PARKING z a j3 W cc en F� F C� Iraz Zw Q tp 8 F SOUTH - COVERED WALK PROPOSED FLOOR PLAN ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZA110N #29713 FL LICENSE # 6921 203 WEST MAIN T. AVON PARK, FL 33825 PH. 863,657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS RESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N O Q Z Q Z� C� O G to N Z p l) w Qm(j, a k vovi F- rn q z one cn D4- Q IIII F �.i W S 1 W G REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 1 I AS BUILTS 5.11.121 DRAWN BY: MSG CHECKED BY: COOL&COBB PROJECT f DATE: 5.11.12 SCALE: 1 /4" = 1'—O" GRAPHIC WALL CONCEPT 7'-9" MIN. CHECK PLANS FOR ACTUAL DIMS. M04SURE RESISTANT GWB PAINTED SHOWER Il__11u �� I II III it f� I TILE FULL HGT. i� I z 18X3 SFC MNT. MIRROR BEVELED EDGES 0 I / I � ADA HGT. HOWER CONTROLS. TILE COPING O 48 I 0 0 I p z `� j TILE WALL 2 N SEE FINISH SCHED a T.P TILE�NILSLH A INSULATE SEE SCHED I PIPES BATHROOM ELEV. SCALE: 1 /2" = 1'-0" LAYOUT MAY VARY - HEIGHT INFORMATION PURPOSE ONLY LOGO WALL CONCEPT scnLe: ,fir — r_o. 4'-0" MIN. MOISURE RESISTANT GWB PAINTED 1' erg, x ASS SHELVES MERCHANDISE SH PER DESIGN MANUL TILE WALL SEE FINISH SCHED � I z M z Ld 0 a 0 i• 6 TILE COPING O 48 I ®TP VARIES - SEE PLAN T1LE WALL SEE FINISH SCHED o� I BATHROOM ELEV. SCALE: 1 /2" = 1'-0" LAYOUT MAY VARY - HEIGHT INFORMATION PURPOSE ONLY ENLARGED BATH PLAN SCALE: i/a" e r—o• TANNING 112 10'—o" F7 B1 C4 W1 NOTE: 1. TOILET FLUSH CONTROLS SHALL BE MOUNTED ON WIDE SIDE OF TOILET NOT MORE THAN 44" A.F.F. 2. PROVIDE 2X8 BLOCKING AT ALL GRAB BARS AND SEAT PROVIDE TYPICAL ADA HARDWARE IN ALL BATHS SUCH AS: MIRROR, SOAP DISPENSOR, PAPER TOWEL DISPENSOR, TP PAPER DISPENSOR GRAB BARS, ETC. GRAB BARS PER DETAILS TYPICAL AS SHOWN E.W.H NO ELEC. PANELS IN THIS AREA 4" CHASE WALL TYP STOR. 109 10'-0" F7 B1 C2 W2 / 60" TURNING DIA. \ WOMEN \\ / 108 \ 10'-0" 12Z211 B4 I C21 W2 I II � Lj J \ / Q / Q a SHOWERS SHALL HAVE / — 1 GRAB BARS AND SEAT IN ACCORDANCE WITH / 60" TURNING DIA, FBC CH. 11-FIGURE 36 AND / \ FIGURE 37 WITH 60" ADA \ HOSE MOUNTED AT 66" A.F.F. / UNISEX \ SEAT SHALL ALSO COMPLY WITH 110 \ FPC 408.8.3 AND 408.8.5 c� 22,2 84 J PROP. a :j O o 0 N V U ADA GRAB BARS r= / TRAINER 111 10'-o" PC B1 W9 8'-7" I. I. 5'-0" 4" \ 4" 4" ADA GRAB BARS PROP. ADA WC x 4'-0" / 60" TURNING DIA. \Ll MEN \ CL 107 \ 10'-0" 22.2 B4 I C2 W2 I 4'-0" 4" \ / PROP. ADA WC ADA GRAB BARS ADA HGT. JINKING FOUNTAIN 4'-6" 4'-6" a (o R 6 I d ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICE SE #16921 203 WE57 IbIAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 LIENT: ORANGEWOOD BUILDERS DDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 Q D Q W I- 0 a Lo N W OPjM W iz 9 Lpo� Z New Q Q an= r�tc= u Ri .. Q 4i =W= 104 z 0 05 W In REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 2.19.1 AS BUILTS 5.11.121 DRAWN BY: MSG 0 CHECKED BY: COOL&CORE PROJECT III: DATE: 5.11.12 R io A2 '_ OF 13 PAINT SCHEDULE FINISH SCHEDULE SEE DESIGN MANUAL ROOM NAME FOR PREFERRED VENDORS ROOM # 101 8'-0" CEILING HEIGHT FLOOR F2 83 BASE CEILING Cl W2 WALLS F FLOOR B BASE 1 CA1 CARPET 1 - MFGR: PATCRAFT -- S DAllLETi 10119, MONOLITHIC INSTALLATION RECOMMENDED, QUARTER TURN ACCEPTED - COLOR: 00512 EXQUISITE -- EARTH SCHEME 1 BASE 1 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 167 FUDGE -- EARTH SCHEME 2 BASE 2 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 20 CHARCOAL -- FUSION SCHEME 2 CA1 CARPET 2 -- MFGR: PATCRAFT -- STYLE: Z6418 TOO HANDSOME EW24, BRICK INSTALLATION REQ. -- COLOR:00556 SHOW OFF -- FUSION SCHEME 3 BASE 3 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 40 BLACK -- CLASSIC SCHEME 3 CA1 CARPET 3 - MFGR: PATCRAFT -- STYLE: DAZZLE TILE 10119, MONOLITHIC INSTALLATION RECOMMENDED, QUARTER TURN ACCEPTED - COLOR: 00307 FLAMBOYANT -- CLASSIC SCHEME 4 BASE 4 -- MFGR: CROSSVILLE -- STYLE: 6"X6" OR 12"X12" COTTO AMERICANA -- COLOR: AV173 RED -- GROUT: BOSTIK TRUCOLOR SUMMER WHEAT 150 -- TOILET & INSIDE SHOWER WALLS -- USE COORDINATION BULLNOSE FOR WAINCOT CAP AND AT EXTERNAL CORNERS -- USE COORDINATING COVE BASE WHERE REQURIED -- ALL SCHEMES 4 RF1 RUBBER 1 - MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR EL36 PEANUT CRUNCH -- EARTH SCHEME 5 RF1 RUBBER 2 - MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR EL46 GRIPPIN GREY -- FUSION SCHEME C CEILING 6 RF1 RUBBER 3 - MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR EL09 PUMPIN PURPLE -- CLASSIC SCHEME 7 PORCELAIN TILE 1 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS103 GIALLA -- GROUT: BOSTIK TRUCOLOR 1 CEILING 1 - OPEN EXISTING -- PAINT T1 ALMOND H153 -- EARTH SCHEME 2 -- CEILING 2 EXISTING CEILING TILES -- PAINT 8 T1 PORCELAIN TILE 2 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS100 ALMOND -- GROUT. BOSTIK TRUCOLOR ALMOND H153 -- FUSION SCHEME 3 CEILING 3 -- DRYWALL CEILING -- PAINT 9 Tl PORCELAIN TILE 3 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS100 ALMOND -- GROUT. BOSTIK TRUCOLOR ALMOND H153 -- CLASSIC SCHEME 4 CEILING 4 - NEW 2'X2 OR 2'X4' (SEE PLAN)' -- MFGR: ARMSTRONG -- STYLE: CONCEILED EDGE W WALLS /VERTICAL SURFACES 10 VCT1 VCT 1 - MFGR: ARMSTRONG -- STYLE: STANDARD EXCELON IMPERIAL TEXTURE -- COLOR: 57500 PURPLE BROWN -- EARTH SCHEME 1 GYPSUM WALL BOARD -- PAINTED 11 VCT 2 - MFGR: ARMSTRONG -- STYLE: STANDARD EXCELON 2 MOISTURE RESITANT GYPSUM WALL BOARD FULL HEIGHT -- PAINTED VCT1 IMPERIAL TEXTURE -- COLOR: 51915 CHARCOAL -- FUSION SCHEME 12 VCT 3 - MFGR: MANNINGTON -- STYLE: TECCARE -- COLOR: 616 3 ST1 CULTURED STONE 1 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: TULE DESERT -- EARTH SCHEME VCT1 CRYSTAL ROSA -- CLASSIC SCHEME 13 VP1 VINYL PLANK 1 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- COLOR: LP6-06 MEDIUM WALNUT -- EARTH SCHEME 14 VP1 VINYL PLANK 2 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- COLOR: LP6-01 WARM BEECH -- FUSION SCHEME 4 ST1 CULTURED STONE 2 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: SILVER -- FUSION SCHEME 15 VINYL PLANK 3 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- Vp1 COLOR: LP6-01 WARM BEECH -- CLASSIC SCHEME 5 ST1 CULTURED STONE 1 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: TULE DESERT -- CLASSIC SCHEME 16 VP2 CUSION BACKED VINYL PLANK 1 - MFGR: GERBERT LIMITED ECORE -STYLE: RXCT - COLOR: SPF1823 ANTIQUE OAK - EARTH SCHEME 17 VP2 CUSION BACKED VINYL PLANK 2 - MFGR: ECORE -STYLE: RXCT - COLOR: 2001 GRAND MAPLE - FUSION SCHEME 6 WC1 WALLCOVERING 1 -- LOGO WALL -- MFGR: TRIKES -- STYLE: LANARK BUNGALOW -- COLOR: MS-710-02 MOCHA JAVA -- EARTH SCHEME 18 VP2 CUSION BACKED VINYL PLANK 3 - MFGR: GERBERT LIMITED ECORE -STYLE: RXCT - COLOR: 2001 GRAND MAPLE - CLASSIC SCHEME 7 WC1 WALLCOVERING 2 -- LOGO WALL -- MFGR: TRIKES -- STYLE: LANARK BUNGALOW -- COLOR: MS-710-02 MOCHA JAVA -- FUSION SCHEME 19 WF1 WOOD FLOORING 1 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR: 303N19EK5LKWO OAK MOCHA - EARTH SCHEME 20 WF1 WOOD FLOORING 2 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR 303N15AP50KWO MAPLE - FUSION SCHEME 8 WC1 WALLCOVERING 3 -- LOGO WALL -- MFGR: COLOUR AND DESIGN -- STYLE: SONZI -- COLOR: V47664 ROYAL PLUM -- CLASSIC SCHEME W2F1 WOOD FLOORING 3 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR 303N15AP50KWO MAPLE - CLASSIC SCHEME 9 WC2 WALLCOVERING 4 -- GRAPHIC WALL -- CUSTOM GRAPHIC -- GRAME W/ MIN. OF 2.25" WOOD FRAME FINISHED P3 - CONTACT "IN STORE GRAPHICS AND DISPLAYS" 952.746.8940 -- CORDINATE THEME 22 TOILET ROOM FLOOR 1 - MFGR: CROSSVILLE - STYLE: 6X6 OR 12X12 COTTO AMERICANA -- COLOR: AV172 TAN -- GROUT. BOSTIK TRUCOLOR ALMOND 153 -- ALL SCHEMES 23 [AMERICANA SHOWER FLOOR 1 - MFGR: CROSSVILLE - STYLE: 2X2 COTTO -- COLOR: AV172 TAN -- GROUT: BOSTIK TRUCOLOR ALMOND 153 -- ALL SCHEMES 241 ACID WASHED COLORED STAINED FLOOR DOOR SCHEDULE MARK DOOR SIZE (W.xH.xT.) MAT'L TYPE LABEL NOTES 101 3'-0" X 7'-0" WD SC - 1 3/4" SOLID CORE WOOD FLUSH W/CLOSER 102 EXIST 3'-0" X 7'-0" EXIST EXIST - EXIST. EXIT DOOR - VERIFY/PROVIDE PANIC HARD. 0 EXITS 103 EXIST. 6'-0" X 7'-0" GL EXIST - EXIST. EXIT DOOR - VERIFY/PROVIDE PANIC HARDWARE 104 PR. 3'-0" X 7'-0" WD GL - 11 3/4" SOLID CORE - 1 LITE FRENCH DOOR - CLEAR TEMP. GLASS - CLOSER E END: DOOR NOTES AL ALUMINUM 1. ALL GLASS SHALL BE TEMPERED OOR # AL/GL ALUMINUM & GLASS 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED DBL DOUBLE DOORS 3. STOREFRONT DOOR AND WINDOWS SHALL HAVE CLEAR ANODIZED FINISH HM HOLLOW METAL 4. HOLLOW METAL DOOR FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR 102 5. HOLLOW METAL DOORS SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR. SOLID CORE MAPLE WD WOOD 6. ALL DOORS SHALL BE SEALED (CLASSIC AND FUSION) . STAINED (EARTH) TO MATCH FINISH OF CASEWORK 1 FG FIBERGLASS 7. ALL EXIT HARDWARE SHALL CONFORM TO NFPA REQUIREMENTS - EXTERIOR DOORS SHALL HAVE MAX 6.5 LB EFFORT AND INTERIOR DOORS SHALL HAVE LB EFFORT TO OPEN - ALL HARDWARE SHALL BE LEVER TYPE ARDWARE SET MOUNTED AT 36" A.F.F. - PROVIDE 10" HIGH KICKPLATE ALL DOORS TYP 6. ALL STOREFRONT (INT AND EXT) DOORS AND WINDOWS SHALL BE FACTORY FINISH - WHITE PREFERABLY DOOR TYPES W W// W a�/ 5W d /aool0. 0 ::? W 0 _ \ em �+o M \�N � _ M W 16 10 04 SC GL EARTH SCHEME MANUFACTURER COLOR/NUMBER COLOR/NUMBER P-1 6505 ACCENT COLOR 0 BACK WALL OF FUNCTIONAL TRAINING (FLANKING LEFT SIDE OF TOILET BLOCK). SEPERATE FROM OTHER ACCENT COLORS ATMOSPHERE P-2 SHERWIN WILLIAMS 6095 ANCHOR COLOR 0 PERMITER OF TOILET BLOCK AND TANNING TOASTY P-3 SHERWIN WILLIAMS 6130 SUPPORTING COLOR 0 BACK WALL OF FREE WEIGHTS AND TANNING (FLANKING FIRGHT SIDE OF TOILET BLOCK) AND SIDE WINDOW WALL. ALSO SOFFIT/EDGE MANNERED GOLD COLOR (W/EXPOSED STRUCTURE PAINTED WHITE) AND 0 TOILET ROOMS ON TOILET AND SINK WALL - P-5 ON ALL OTHER WALLS P-4 SHERWIN WILLIAMS 2028-40 ACCENT COLOR 0 SIDEWALL OF FREE WEIGHTS AND CONTINUING TO BACK WALL OF OFFICES. SEPERATE FROM OTHER ACCENT COLORS. AREA OF ACCENT COLOR TO PEAR GREEN BE APPROXIMATELY 25% SMALLER THAN OTHER COLORS P-5 SHERWIN WILLIAMS READY MIXED NEUTRAL COLOR 0 WINDOW WALL, INSIDE AND OUTSIDE FREE OF STANDING WALLS OF OFFICES, AND INSIDE WALLS OF TANNING NAVAJO WHITE P-6 SHERWIN WILLIAMS 2166-30 SUPPORTING COLOR 0 BACK OF INSPIRATION AND LOGO WALLS AND BACK AND SOFFIT OF GRAPHIC WALL. BRONZE TONE P-7 SHERWIN WILLIAMS CHALKBOARD PAINT 0 INSPIRATION WALL (PROVIDE PURPLE CHALK) 307/BLACK ' FUSION SCHEME MANUFACTURER COLOR/NUMBER COLOR/NUMBER P-1 SHERWIN WILLIAMS 6505 SUPPORTING COLOR 0 FRONT WINDOW WALL AND 0 TOILET ROOMS ON TOILET AND SINK WALL - P-5 ON ALL OTHER WALLS. THIS COLOR SERVES TO COOL THE ATMOSPHERE PALETTE AND MAINTAIN BALANCE P-2 SHERWIN WILLIAMS 7020 SUPPORTING COLOR AT SIDWALL OF FREE WEIGHTS AND CONTINUING TO BACK WALL OF OFFICES. ALSO SOFFIT/EDGE COLOR (W/EXPOSED STRUCTURE PAINTED BLACK FOX WHITE) P-3 SHERWIN WILLIAMS 6558 ACCENT COLOR AT BACK AND SOFFIT OF GRAPHIC WALL AND BACK OF LOGO AND INSPIRATION WALL PLUMMY P-4 SHERWIN WILLIAMS 7016 ANCHOR COLOR 0 PERIMETER OF TOILET BLOCK AND TANNING MINDFUL GRAY P-5 SHERWIN WILLIAMS 7014 NEUTRAL COLOR 0 BACK WALL OF FREE WEIGHTS AND TANNING (FLANKING ONE SIDE OF TOILET BLOCK) AND EXTERIOR, OF OFFICES. ALSO AT SIDE WINDOW WALL EIDER WHITE AND INTERIOR'S OF OFFICES; TANNING, AND BATHROOMS (3 OF 4 WALLS) P-6 SHERWIN WILLIAMS I CHALKBOARD PAINT ALTERNATE TO WC-3 0 INSPIRATION WALL (PROVIDE PURPLE CHALK) 307/BLACK CLASSIC SCHEME MANUFACTURER COLOR/NUMBER COLOR/NUMBER P-1 SHERWIN WILLIAMS 6711 ANCHOR COLOR 0 PERIMETER OF TOILET BLOCK AND TANNING. ALSO AT INTERIOR OF OFFICES. STRONT COLOR USED TO DRAW THE EYE INTO THE SPACE. PARAKEET P-2 SHERWIN WILLIAMS 6356 SUPPORTING COLOR AT SIDE WINDOW WALL, BACK OF INSPORATION WALL AND BACK AND SOFFIT OF GRAPHIC WALL. ALSO SOFFIT/EDGE COLOR (W/EXISTING COPPER MOUNTAIN STRUCTURE PAINTED WHITE) AND ACCENT BATHROOM WALL AT TOILET ROOMS ON TOILET AND SINK WALL - P-4 ON ALL OTHER WALLS P-3 SHERWIN WILLIAMS 6895 ACCENT COLOR AT SIDEWALL OF FREE WEIGHTS CONTINUING INTO OFFICES. COLOR USED AS A POP OF BOLDNESS LAYERED BEHIND NEUTRAL LAUGHING ORANGE P-4 SHERWIN WILLIAMS 7035 NEUTRAL COLOR AT FRONT WINDOW WALL AND BACK WALL FLANKING TOILET BLOCK/TANNING (3 OF 4 BATHROOM WALLS) ALSO AT BACK OF LOGO WALL AND AESTHETIC WHITE OUTSIDE OF OFFICES. COLOR USED AS RELIEF BETWEEN BOLDER ADJACENT COLORS P-5 SHERWIN WILLIAMS CHALKBOARD PAINT ALTERNATE TO WC-3 0 INSPIRATION WALL (PROVIDE PURPLE CHALK) 307/BLACK PAINTING NOTE: PROVIDE PRIME + 2 COATS OF SEMI GLOSS, LOW VOC PAINT PER SCHEDULE ABOVE. DO NOT SUBSTITUTE BRANDS -FOR COLOR MATCHING. ' HARDWARE SCHEDULE Im WW 0 00 ow -8:j O 0 Z 0 `t w 3 v3 Qm��0 (m) d I- a i �cn a 3 �� n-F- _� _ �- m v �N •-w a w N REMARKS n.d 00 J d a' Y d o Qo cn II II � a d w o _ �- z Q 0 _ = mJ �3 m = o V) = o 1 X AGR ONL W X I X X X 0 MGR + TRAINER 2 X W X X X X 0 ALL BATHROOMS 3 X W X X X X 0 TANNING X W X X 0 STORAGE/MECH W X X X 0 GROUP EXERCISE pmnTr.x XX X X X EXT. DOOR 1. ALL EXIT DOORS TO HAVE HARDWARE AS PER APPLICABLE CODES. 2. EXISTING DOORS TO REMAIN OPERABLE SHALL HAVE ELECTRINIC DOOR STRIKES ADDED AS PART OF THE SECURITY SYSTEM TO BE PROVIDED & INSTALLED BY OWNER. CONTRACTOR SHALL PROVIDE & INSTALL PADDLE - TYPE EXIT DEVICE ON OPERABLE 3-REQUIRED). CONTRACTOR TO ADJUST AND REPAIR EXISTING HARDWARE TO MAKE DOORS FULLY OPPERABLE. 3. FINISH SHALL BE BRUSHED NICKEL ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LICENSE 16921 203 WEST MAI ST. ' AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH. FL 33401 561.835.9744 :NT: ORANGEWOOD BUILDERS ESS: 1105 WEST CIRCLE ST AVON PARK, .FL 33825 863.452.6400 N 0 J d M a rA dpM ZWZ ?M F O U m li W 0 Jod z wM; a U- Q W • z z 0 W 0 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 I I AS BUILTS 0.11.121 TE: BY- ) BY: r #: A3 MSG 5.11.121 ME ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF A THIZATION #29713 BOTT. OF BOTT. OF BOTT. OF FL LICE E #16921 ROOF DECK ROOF DECK ROOF DECK PAINT WHI WHERE EXPOSED PAINT WHITE WHERE EXPOSED PAINT WHITE WHERE EXPOSED 25GG CONT. AL TRACK FASTENED TO EACH R JOIST 203 WEST M IN ST. AVON PARK, FL 33825 PH. 863.657.2323 OF EXIST. BAR JOISTT___BOTT0M OF EXIST. BAR JOIST TBOTTOM OTTOM OF EXIST. BAR JOIST DRAFTING SERVICES BY: A.C.G. WHERE APPLICABLE EXISTING. A.C.G. 25GG CONT. METAL TRACK SEE PLAN FOR HEIGHT SEE PLAN FOR HEIGHT FASTENED TO EACH BAR JOIST M I CH AEL GARRISON A.C.G. WHERE APPLICABLE [-SEEPLAN FOR HEIGHT 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 25GG CONT. METAL TRACK FASTENED TO EACH BAR JOIST 1 /2". GYP. BD. BOTH SIDE 1/2-. GYP. BD. BOTH SIDE 1/2". GYP. BD. BOTH SIDE PROVIDE MOISTURE RES. GYP. BD PROVIDE MOISTURE RES. GYP. BD. PROVIDE MOISTURE RES. GYP. BD. WITHIN 72" OF WATER SOUR WITHIN 72" OF WATER SOURCE WITHIN 72" OF WATER SOURCE 25G 3 5/8" MTL O 16" C. 25G 3 5/8" MTL O 16" O.C. 25G 3 5/8" MTL O 16" O.C. PROVIDE R-11 BATT INSUL ON PROVIDE R-11 BATT INSULATION PROVIDE R-11 BATT INSULATION CLIENT: INSULATION OPTIONAL INSULATION OPTIONAL ORANGEWOOD ONC. FLR YASTENE O 2'-0" O.C. MAX. CONC. FLR FASTENERS O 2'-0" O.C. MAX. CONC. FLR.-----FASTENERS O 2'-0" O.C. MAX. BUILDERS (SEER .FIN. SCH.) &WITHIN OF ENDS (SEE RM. FIN. SCH.) & WITHIN 2" OF ENDS (SEE RM. FIN. SCH.) & WITHIN 2" OF ENDS ii ADDRESS: %..I- - 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 WALL TYPE C WALL TYPE B WALL TYPE A POW" N. O CV SCALE: NTS SCALE: NTS SCALE: NTS J a 0 0• N cn W YM me �F N Q BOTT. OF BOTT. OF ROOF DECK ROOF DECK Q = W PA T WHITE WHERE EXPOSED PAI WHITE WHERE EXPOSED OTTO OF EXIST. ROOF DECK Q �d BOTT. OF UNFINIS METAL UCTUR w W S 10 Z W 0 PROVIDE MTL STUD BLOCK' O ALL HORZ. BD. EDGES L REVISIONS/SUBMITTALS: ID DESC DATE SUSP. CEILING .C.G. WHERE APPLICABLE A.C.G. WHERE APPLICABLE (SEE RM. FIN. SCH.) w C.G..ERE APPLICABLE E P N FOR HEIGHT PERMIT SUBMITTAL 2.19.1 W EE PLAN FOR HEIGHT W SEE PLAN FOR HEIGHT o 0 AS BUILTS .11.12 N R-11 BATT INSUL. (FULL HT. FIRE SEAL ALL PENETRATIONS w WHERE NOTED BELOW TO MAINTAIN 1HR RATED ASSEMBLY �' 0 SEE UL. DTL. FOR ALTERNATES THIS INCLUDES PERIMETER O F SH TO INCLUDE 1/2" GYP. BOARD OVER FINISH TO INCLUDE 1/2" GYP. BOARD OVER UNEVEN SURFACES. z FINISH INCLUDE 1/2" GYP. BOARD OVER N 3.6 " 25G METAL FURRING STUDS O 24" O.C. N 7/8" 25G METAL FURRING STUDS O 24" O.C. 7/8" 25G ETAL FURRING STUDS O 24" O.C. 9 OVER ONCRETE WALL —FULL HEIGHT]!! OVER CONCRETE WALL — FULL HEIGHT!!! OVER 8 X 8 16 GROUTED CMU WALL NOTE: PROM 1/2" MOISTURE RESISTANT GYP BD. NOTE: PROVIDE 1/2" MOISTURE RESISTANT GYP BD. FULL HEIGHT I WET AREAS (72" OF WATER SOURCE) FULL HEIGHT IN WET AREAS (72" OF WATER SOURCE) WALL SHALL COM Y WITH U.L. DESIGN # 5/8" TYPE "X" GYP. BD/�E U-914 (3 HOUR R NG) —SEE U.L. DETAIL DRAWN BY: MSG LAYER EA. SIDE — SEE U FOR MORE SPECIFIC A ONS FOR ALTERNATE G.BFASTEN CHECKED BY: COOL&COBS METAL FURRING STRIPS TO CMU W/ FASTEN MS�T!! .FURRING TRIPS TO CMU W/ "1.25 SELF X 3/16" MASONRY SCREWS GlYPP BD. TO FURRING W/1" LONG » 3 5/8 25G MTL STUDS O WALL SHALL COMPLY WITH U.L. DESIG USEE 1.25 X 3/16 MASONR CREWS FASTEN GYYPP BD. TO FURRI W/1" LONG PROJECTFASTEN TAPPING SCRE O 8 O.C. SELF TAPPING SCREWS O 8 O.C. SELF TAPPING SCREWS 08 C DATE: 5.11.12 SET BOTT ACK IN U.L.HOUR RATING) SEE LDETAIL FOR EXIST. CMU EXIST CMU FULL BED SEALANT MORE SP IFICATIONS 8 X8X16 CMU W/3/8" MORTAR ED -----CONC. FLR.-----CONC. FLR. CONC. FLR ___FASTENERS 2'-0" O.C. MAX. _______CONC. FLR. (SEE RM. FIN. SCH.) (SEE RM. FIN. SCH.) (S RM. FIN. SCH.j & WITHIN 2" ENDS (SEE RM. FIN. SCH.) WALL TYPE G WALL TYP E F WALL TYP E E WALL TYPE D 13 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS Wj - PENDANT HUNG LIGHT FIXTURES LESS THAN 20 PODS MAY BE SUPPORTED DIRECTLY TO COM RUNNERS SPLAY WIRES ALWAYS RUN IN DIREC11ON OF MAIN OR CROSS RUNNER. SPLAY WIRES ALWAYS CONNECT TO MAIN RUNNER CROSS RUNNER NOTE: VERT. STRUTS TO RESIST FORCE FROM BRACING WIRES ARE REQ. AT HORIZ. RESTRAINT POINTS NOT MORE THAN 12' 0/C, 6' MAX. FROM WALL TYP. CROSS RUNNERS A.C.G. NOTES: * c2# 12 GA. WIRES SPLAYED IN 4 "9Y' DIRECTIONS 900 APART 012'-0" �X9�° O.C. EACH WAY 1 8GA. VERTICAL WIRES A 4'-0" O.C. EA. WAY - TYPICAL - '-- #12GA. SPLAY WIRE VERTICAL AT 45' MAX. MAIN RUNNER RIGID VERTICAL STRUT BY "DONN CORPORATION." LIGHT FIXTURES TO BE SUPPORTED FROM STRUCTURE ABOVE BY 0 JOTS GIRDER TWO WIRES CADDY -CORNER. ACOUSTICAL TILE CEILING PANEL - TYP. 24"X24" OR 24"X48" SEE PLAN TYPICAL LAYOUT 1. HANGER WIRES SHALL BE #12 GAUGE 2. HANGER WIRES SHALL BE PROVIDED FOR ALL MAIN RUNNERS AND CROSS RUNNERS WITHIN 8" OF CEILING PERIMETERS 3. HANGER WIRES THAT ARE MORE THAN 1" OUT OF PLUMB SHALL HAVE COUNTERBRACED WIRES 4. CEIUNG GRID MAY BE ATTACHED TO TWO ADJACENT WALLS; THE CEIUNG MUST BE AT LEAST .5" FREE OF OTHER WALLS 5. CROSS RUNNERS OVER 12" LONG AND ALL MAIN RUNNERS NOT CONNECTED TO WALLS MUST BE INTERCONNECTED NEAR THE FREE END WITH A METAL STRUT SECURELY ATTACHED TO PREVENT SPREADING 6. A SET OF 4 SPAY WIRES SHALL BE PROVIDED AT 12" O.C. STARTING AT 48" FROM ANY WALL AS SHOWN. WIRES SHALL BE TAUT WITHOUT CAUSING CEILING TO LIFT 7. HANGER WIRES MUST BE FASTENED WITH NOT LESS THAN 3 TIGHT TURNS. SPLAY WARES MUST HAVE 3 TIGHT TURNS FOR #12 GAUGE WIRE. 8. ALL CEILING WIRES AND UNBRACED UDTS, PIPES, ETC MUST BE SEPERATED. 9. ALL UGHT FIXTURES SHALL BE ATTACHED TO TEH CEIUNG GRID TO RESIST A HORIZONTAL FORCE EQUAL TO THE FIXTURE WEIGHT 10. UGHT FIXTURES WEIGHING LESS THAN 56 POUNDS AND AIR TERMINALS WEIGHING LESS THAN 20 POUNDS AND RECEIVING NO TRIBUTARY LOAD FROM DUCT, MAY BE SUPPORTED DIRECTLY TO CEIUNG SYSTEM RUNNERS WITH SCREWS OR BOLTS. 11. OTHER LIGHT FIXTURES AND AIR TERMINALS SHALL BE SUPPORTED BY WIRES DIRECTLY TO TEH STRUCTURE ABOVE. 12. VERTICAL STRU TO BE FASTENED TO MAIN RUNNER AND EXTEND (AND FASTEN) TO STRUCTURAL MEMBERS SUPPORTING THE ROOF ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY BRACING WIRES 13. HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FEET ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6 FEET OF EACH WALL REFLECTED CEILING PLAN SCALE: 1 /4" = V-0" STRUCTURAL JOIST GIRDER BRACE WIRE (TEST FOR 440 LBS) #2GA (45- MAX) FREE EDGE HANGER WIRE (TEST FOR 200LBS) j8GA. BOTTOM CHORD BRACING WIRE mm HANGER WIRE EXIST. HDR 1 /2" CLR. POP RIVET RUNNER TO 1"X1" TRIM FLUSH CEILING PANEL 112 GUAGE HANGER WIRE INSTALL PER DETAIL RUNNER FLUSH CEILING PANEL POP RIVET RUNNER TO TRIM 1"X1" TRIM ATTACHED TO FIN. WALL WITH TYPE "S" DRYWALL SCREWS . HDR NOTES: An 18 SHEET METAL SCREW OR APPROVED FASTNIR CLIP ATTACFING FIXTURE TO T-BAR GRID © FIXTURE HEIGHT M LBS. USE 12GA. HANGER WIRE CON EC10 FROM THE FIXTURE HOUSING TO STRUCTURE ABOVE. THESE WIRES MAY SLACK. © FIXTURE WEIGHT 56 LBS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. PROVIDE CALCULATIONS AND DETAILS, D❑ 12GA. HANGER WARE SHALL ATTACH 1HE GRD MEMBER TO THE STRUCTURE ABOVE IMTHIN r OF EACH CORNER OF EACH FIXTURE TANDOM FIXTURES MAY UTILIZE COMMON WIRES. EXIST. HDR REPAIIk GMD/TILES WHERE or-4�.� rmom WEIGH fS ........................ ....000... ............................. 105 F4 1 81 ............................CZ...,R11.......... ......... ............. ............................. ................ .................... II , F 4 : I j'7 EXISt 20 A.C.G. ...................;...............................;. ..............:............................ ............ .............. ..................... . i j, i ................ :........................... ................................... :............................. ............................................... i............................... i............................. ..................................... Z......� �. z........................................................ w ............................. ;............................... ;............. Z W U Q I f 0 QI, 11 I'. li I l I: .. �. ........:::i :.Vi .I I w au"s:" 2Xa "ac:c� ................ ................ :........... .................... :............................... :........... .......................................................... .............:.............................. EXIST. 20 A.C.I EXIST. HDR z z z w U Q 0 Q I /I— V I w ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHI ATION #29713 FL LICEN 16921 203 WEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS io 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 M�F a zd W G p IM <me W a O�N 2E J oJ JJ_ Z to ^ = Q q�flW 4i w 'Z V w In REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 I AS BUILTS 5.11.121 AWN BY. MSG ECKED BY. COOL&COKE OJECT #: TE: 5.11.12 A 5 OF 13 SYMBOL LEGEND • ONE HOUR FIRE RATED WALL FACP LFE SAFETY F/A COMMAND CONSOLE TWO HOUR FIRE RATED WALL © MANUAL PULL STATION THREE HOUR FIRE RATED WALL @ IONIZATION SMOKE DETECTOR FOUR HOUR FIRE RATED WALL ME SMOKE/ 4EAT PHOTOELECTRIC DETECTOR FOR FOR ELEVATOR CAPTURE (CEILING MOUNTED. 200' - - - - - MAX. TRAVEL DISTANCE TO REACH AN EXIT SMOKE/HEAT DEFECTOR EXIT DIRECTION OF TRAVEL Ell DUCT SMOKE DETECTOR ®4 FIRE ALARM / HORN STAIR SPEAKER HORN e EXIT LIGHT 0 FEAT DETECTOR EMERGENCY LIGHTS (SEE ELECTRICAL DWGS.) STROBE LIGHT F.E. ® FIRE EXTINGUISHER ® ELEVATOR WARNING LIGHT 'DO NOT USE ELEVATOR- 0 FIRE HOSE CLOSET © CONTROL MODULE FOR ELEVATOR CAB RECALL ® MONITOR MODULE NOTE No. 1: FE = PROVIDE ONE CERTIFIED 2A-10BC FIRE EXTINGUISHER FOR EACH 3000 SQ.FT. AND WITH MAXIMUM TRAVEL DISTANCE TO REACH OF 75'. TOP NOT TO EXCEED 5' ABOVE THE FLOOR. NOTE No. 2: EACH EMERGENCY LIGHTS SHALL BE TIED TO LIGHTING CURCUIT IN SAME ROOM OR AREA AS LOCATION OF FIXTURE PER NEC-700-12 EMERGENCY LIGHTS SHALL HAVE BATTERY BACKUP & BE IN A FULLY RECESSED CABINET LIFE SAFTEY PLAN SCALE: 1 /4" = 1'-0" NORTH — P SOUTH — COVERED WALK ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL UCENS #16921 Y 203 VAST M A114 ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ORANGEWOOD BUILDERS ESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N O J a z a o c F- °� 0 W2 z j mug � W w 2 . z i� w 0 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.119.1 I AS BUILTS 6.11.121 WN BY: MSG BY: COOL&COB OJECT f .. TE: 5.11.12 A6 9_ OF 13 I ELECTRICAL SYMBOL LEGEND 20A, 120V, SINGLE POLE LIGHT SWITCH. MOUNT CENTER AT 48" AFF. $3 20A, 120V, THREE—WAY SWITCH. MOUNT CENTER AT 48" AFF. $4 20A, 120V, FOUR—WAY SWITCH. MOUNT CENTER AT 48" AFF $M SINGLE POLE MOTOR RATED SWITCH. MOUNT ADJACENT TO EQUIPMENT TO BE CONTROLLED. VERIFY AMPACITY WITH EQUIPMENT NAMEPLATE. 20A, 120V, SINGLE DEDICATED RECEPTACLE. MOUNT AT 18" AFF. 6 20A, 120V, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 20A, 120V, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 4" ABOVE y COUNTER, COORDINATE WITH MILLWORK. W 20A, 120V, GFl, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 4 20A, 120V, GFl, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 4" ABOVE COUNTER BACKSPLASH, COORDINATE WITH MILLWORK. 20A ,120V, HALF SWITCH DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 6 20A, 120V, DUPLEX RECEPTACLE FOR MICROWAVE. MOUNT CENTER AT 72" AFF. 0 20A, 120V, DUPLEX RECEPTACLE. RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. O 20A, 120V, DUPLEX RECEPTACLE. CEILING MOUNTED. 16 20A, 120V, QUADDRUPLEX RECEPTACLE. MOUNT CENTER AT 18" AFF. 20A, 120V, QUADDRUPLEX RECEPTACLE. RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. ® SPECIAL PUPOSE RECEPTACLE. VERIFY EXACT TYPE WITH CONTRACTOR/ EQUIPMENT NAMEPLATE. J6 JUNCTION BOX 0 TELEPHONE OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1' CONDUIT FOR THOSE DENOTED WITH A "2". $ TELEPHONE OUTLET. WALL MOUNT CENTER AT 4" ABOVE COUNTER, COORDINATE WITH MILLWORK. • PROVIDE 3/4" CONDUIT WITH PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". ♦ DATA OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A 02". 0 TELEPHONE/DATA OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". TELEPHONE OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2" D TELEPHONE/DATA OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". DATA OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". Q TELEVISION OUTLET. o ELECTRICAL PANEL ® TRANFORMER --'oA 3PM DISCONNECT SAFETY SWITCH (3) POLES, 30A FRAME "**" DENOTES CONTRACTOR TO PROVIDE FUSES PER MANUFACTURER'S NAMEPLATE, UNLESS NOTED OTHERWISE. "NF" DENOTES NOT FUSED. ® FACTORY MOUNTED DISCONNECT. ELECTRICAL NOTE: REPLACE BALLAST ON EXISTING FIXTURES AS NEEDED. ANYTHING NOT LABLED IS CONSIDERED PROPOSED �X II XISTING LOCAII i ,l i'. RELOCATED '141 '1i Tilt;Yi�l�la I. i l � 1tI UtU : UtU1tt;A I tU UU I LL I Z THIS IS A 24 HOUR FACILITY THEREFORE; Z OCCUPANCY SENSORS ARE NOT REQUIRED IN THE MAIN EXERCISE AREA. OCC � SENSORS ARE REQUIRED IN THE ADJACENT ROOMS AS INDICATED I— Z W NOTE: NO EMERGENCY BALLUSTERS PROPOSED 1 II Q ::i 1 'Iil 4M I IIIIII Inq,l! 11 'I Iy I:,. Q I11 III I111 ill ri III 1 ,I�;�. M III 11 'I III .I 11111�1; 1 II , I,II,I� !� Iti'I III �I U) Ld BOXCARDIO C I CLOCK/INTERCOM SYSTEM REPO EMERGENCY POWER OFF 'SWITCH WP WEATHER PROOF GFl GROUND FAULT CIRCUIT INTERRUPTER 1 �� IIII III I i i'jl�i; .I ��Ii III AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AD I AD I ® ONE WAY EXIT SIGN BATTERY BACKUP — WIRE AHEAD OF LIGHTS � ABOVE QK KNOX BOX. Q SMOKE DETECTOR. Q HEAT DETECTOR. BATTERY BACKUP EMERGENCY LIGHT —WIRE AHEAD OF LIGHTS . ELECTRICAL PLAN SCALE: 1 /4" = 1'-0" ER. LIGHT RAINING TO - ME DOOR ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTHIZATION #29713 FL LiCEN #16921 203 WEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.97+44 'NT: ORANGEWOOD BUILDERS 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 REVISIONS/SUBMITTALS: MANAGER to oEsc DATE ` y 113 1 PERMIT SUBMITTAL 2.19.1 Y TS MAIN AREA 1T I C2 Wt Y.._ AS BUILTS .11.12 Y ABOVE 1 CL of 13 LIGHTING FIXTURE SCHEDULE TYPE SYMBOL DESCRIPTION LAMP VOLTS NO. TYPE MOUNTING REMARKS O 2'x4' FLUORESCENT PRISMATIC. LSI #LA125-332FASS0 2n 130 NEW 32W T8 CEILING RECESSED HUNG • GEN. WORKOUT E1 ® 6" FLUORESCENT OPEN DOWNLIGHT. DMF #DHFH6R-226 277 1 26W PL CEILING RECESSED GENERAL NOTE: 1) VERIFY ALL COLORS/FINISHES WITH DESIGN PROFESSIONAL KEYED NOTES: F1 VERIFY CEILING TYPE PRIOR TO BID/PURCHASE. F2 VERIFY CLEAR CEILING SPACE AVAILABLE PRIOR TO BID/PURCHASE. MOUNT AT +25' AFF. ® MOUNT AT 24" BELOW 6 FL SLAB ABOVE. COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS. a 5 COORDINATE EXACT MOUNTING HEIGHT & LOCATION WITH DESIGN PROFESSIONAL/INTERIOR DESIGNER. GENERAL NOTES: 1. THE WORK SHALL COMPLY WITH THE LATEST APPLICABLE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE O.S.H.A. REQUIREMENTS AND ALL OTHER LOCAL CODES AND ORDINANCES GOVERNING THIS INSTALLATION, AS A MINIMUM STANDARD, UNLESS SPECIFICATIONS LISTED HEREIN OR SHOWN ON PLANS REQUIRE A HIGHER STANDARD. 2. THE WORK INCLUDED CONSISTS OF ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT FACILITIES AND INSTALLATION REQUIRED FOR THE COMPLETE SATISFACTORY AND APPROVED ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND CALLED FOR IN THIS SPECIFICATION, OR AS MAY BE REASONABLY IMPLIED BY EITHER. 3. ALL NOTES ON THE DRAWINGS PERTAINING TO THE WORK OF THIS TRADE SHALL BE CONSIDERED AS PART OF THIS SPECIFICATIONS AND CONTRACT. 4. THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND ANY APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM, AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL THE OWNER HAS DIRECTED THE CORRECTIVE ACTION TO BE TAKEN. THE CONTRACTOR IS REFERRED TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. SUCH PLANS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE ELECTRICAL CONTRACT DOCUMENTS. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS AND ARRANGEMENTS ONLY. 5. THE CONTRACTOR SHALL COORDINATE THE PROPOSED LOCATIONS OF ALL ELECTRICAL MATERIALS AND EQUIPMENT WITH THE REPRESENTATIVES OF THE OTHER TRADES INVOLVED BEFORE STARTING INSTALLATION OF THOSE ITEMS. 6. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES, CONDUIT, AND SLEEVES WITH OTHER STRUCTURAL COMPONENTS, AS THEY ARE CONSTRUCTED. ALL SLAB AND FIRE WALL PENETRATIONS MUST BE FIRE RATED AND MUST CONFORM TO OWNER'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. 7. THE MATERIALS AND EQUIPMENT FURNISHED SHALL BE AS INDICATED ON THE DRAWINGS; SUBSTITUTIONS SHALL NOT BE MADE EXCEPT WHERE EXPRESSLY APPROVED BY THE OWNER OR HIS REPRESENTATIVE PRIOR TO STARTING INSTALLATION OF THE ITEMS. THE ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED SHALL BE USTED OR LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED TESTING ORGANIZATION, AND SHALL BE ACCEPTABLE TO THE LOCAL BUILDING AUTHORITY. 8. GROUNDING SHALL BE IN ACCORDANCE WITH ARTICLE 250, NEC. PROVIDE GROUND WIRES IN ALL CONDUITS UNLESS OTHERWISE NOTED. 9. ELECTRICAL METALLIC TUBING (EMT) SHALL BE INSTALLED ONLY IN DRY LOCATIONS, IN CONCRETE ABOVE GRADE, AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE. ALL ABOVE CEILING CONDUITS SHALL BE ROUTED TIGHT AGAINST THE STRUCTURE AND SHALL BE PARALLEL OR PERPENDICULAR TO THE BUILDING FEATURES. NO NEW CONDUITS SHALL BE SUPPORTED BY EXISTING CONDUITS, CEILING SYSTEMS OR AIR CONDITIONING HANGERS OR OTHER SYSTEMS. 10. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AND INCONSPICUOUS AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. 11. FLEXIBLE CONDUITS SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, LIGHTING FIXTURES, ETC. FLEXIBLE CONDUIT SHALL BE "LIQUID TIGHT" WHEN EXPOSED TO WEATHER. 12. CONDUCTORS SIZE #8 AND LARGER SHALL BE TYPE THWN STRANDED, COPPER. CONDUCTORS SIZE #10 AND SMALLER SHALL BE COPPER, TYPE THHN SOLID, UNLESS NOTED OTHERWISE. CONDUCTORS SHALL CONSIST OF 98X CONDUCTIVITY COPPER AS INDICATED. SIZES ARE AWG. ALL CONDUCTORS SHALL BE RUN IN CONDUIT EXCEPT AS NOTED ON PLANS. 13. POWER, LIGHTING, AND GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #12 AWG. EXCEPT WHERE OTHERWISE INDICATED. CONTROL CONDUCTORS SHALL NOT BE SMALLER THAN #14 AWG. CONDUCTORS SHALL BE CONTINUOUS FROM DEVICES WITHOUT SPLICES EXCEPT WITHIN WIRE WAY OR JUNCTION BOXES. MARK CONDUCTORS IN PANELS, PULL BOXES OR WIREWAYS AND TERMINAL STRIP TERMINALS FOR IDENTIFICATION OF CIRCUITS. 14. CONDUCTORS SHALL BE JOINED USING COMPRESSION SPLICES, EXCEPT THAT CONDUCTORS #10 AND SMALLER MAY BE JOINED USING WIRE NUT TYPE CONNECTORS. CONDUCTORS SHALL BE TERMINATED USING COMPRESSION SPLICES USED ON CONDUCTORS #10 AWG. AND USING 3M #33+ OR #88 PLASTIC TAPE. SPLICES IN WET LOCATIONS SHALL BE INSULATED WITH ELECTRICAL TAPE AND ENCAPSULATED WITH SCOTCH CAST OR EQUAL POTTING COMPOUND. 15. LOW VOLTAGE CONDUCTORS RUN THROUGH THE RETURN AIR PLENUM SHALL BE PLENUM RATED.OF THE BUILDING AND THE WORK OF OTHER TRADES WILL PERMIT. 16. RECEPTACLES SHALL BE 20A, 120V, 2 POLE, 3 WIRE SINGLE OR DUPLEX GROUND TYPE EXCEPT WHERE SPECIFIC PURPOSE, LOCKING OR HIGHER RATED RECEPTACLES ARE SHOWN ON THE DRAWINGS. 17. WALL SWITCHES SHALL BE OF THE TOTALLY ENCLOSED TUMBLER TYPE WITH BODIES OF PHENOLIC COMPOUND. HANDLES SHALL BE WHITE COLORED. 18. CONTRACTOR SHALL VERIFY ALL EQUIPMENT NAMEPLATE DATA FOR WIRING AND OVER CURRENT PROTECTION REQUIREMENTS BEFORE PERFORMING ROUGH -IN WORK. 19. PROVIDE AND INSTALL JUNCTION AND PULL BOXES WHERE INDICATED AND WHERE NECESSARY TO TERMINATE, TAP OFF, OR REDIRECT MULTIPLE CONDUIT RUNS, OF SIZE INDICATED OR AS REQUIRED BY NEC. WHERE FEEDER SPLICES ARE TO BE MADE, INSTALL BOXES LARGE ENOUGH TO PROVIDE AMPLE WORK SPACE. 20. LIGHTING FIXTURES SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE INSTALLED COMPLETE WITH LAMPS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE ORDERING OR INSTALLING LIGHT FIXTURES. 21. CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXTENT OF REVISIONS TO EXISTING EQUIPMENT AND WIRING TO ACCOMMODATE ARCHITECTURAL CHANGES AND ADDITIONS. ALL THE NECESSARY REROUTING AND/OR REMOVAL OF EXISTING EQUIPMENT, WIRING ETC., SHALL BE INCLUDED IN THE SCOPE OF WORK. CONTRACTOR SHALL REMOVE ALL EXISTING EQUIPMENT AND MATERIALS THAT WILL NOT BE REUSED IN CONSTRUCTION INCLUDING PIPES, CONDUITS, WIRES, TELEPHONE LINES, COMPUTER CABLE OR WIRING THAT PASSED THROUGH THE SITE OF THIS CONSTRUCTION AND RELOCATE THESE MATERIALS THAT SERVE ADJACENT BLDG. THAT ARE TO REMAIN. 22. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROL WIRING FOR ALL EQUIPMENT. ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR WIRING DIAGRAMS AND REQUIREMENTS. MECHANICAL EQUIPMENT REQUIRING STARTER SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 23. PANEL DIRECTORIES SHALL BE TYPED ACCURATELY TO SHOW AS BUILT CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLESS OF CIRCUITING INDICATED. ELECTRICAL PANELS SHALL BE CONSTRUCTED WITH COPPER MAIN BUSSES AND TERMINALS. 24. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE DESIGN PROFESSIONAL BEFORE ROUGH INSTALLATION OF UGHTS, RECEPTACLES AND SWITCHES FOR EXACT LOCATION. 25. ALL SERVICES INTERRUPTIONS SHALL BE SCHEDULED WITH THE AUTHORIZED REPRESENTATIVE OF THE LANDLORD. ALL REMOVAL AND DISPOSAL WORK SHALL BE COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE LANDLORD. 26. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST-CLASS WORK MANNER. THE CONTRACTOR SHALL TOUCH-UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. 27. TESTS: AFTER EACH SYSTEM HAS BEEN COMPLETED, A FUNCTIONAL TEST SHALL BE PERFORMED TO DEMONSTRATE THAT THE SYSTEM OPERATES IN ACCORDANCE WITH THE REQUIREMENTS OF THE DRAWINGS. THE TEST SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL ELECTRICAL EQUIPMENT. 28. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO SEPARATE AND COMPLETELY DEFINE THE WORK IN SEPARATE SECTIONS OF THE SPECIFICATIONS; HOWEVER, SUCH SEPARATION SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY OF COMPLIANCE WITH THE WORK OF HIS/HER TRADE WHICH MAY BE INDICATED ON ANY OF THE DRAWINGS AND OTHER SECTIONS OF THE SPECIFICATIONS. 29. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. IN ADDITION TO THE ELECTRICAL AND OTHER RELATED TRADES .AND SECTIONS, THIS COORDINATION SHALL BE DONE PRIOR TO SUBMITTING THE BID. 30. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE ELECTRICAL DRAWINGS WITH REFERENCE TO BUILDING CONSTRUCTION AND DIMENTIONS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC BUT ARE TO BE FOLLOWED AS CLOSELY AS THE ACTUAL CONSTRUCTION OF THE BUILDING AND THE WORK OF OTHER TRADES WILL PERMIT. NOTE CONSULT UTIUTY FOR AIC RATING AVAIUABUTY - FUSE PER UlIUTY NOTE: REFER TO LATEST ED OF NEC FOR REQUIRED MEANS OF SERVICE DISCONNECT VOLTAGE SHALL BE 120/208 W I < un N EXISTING GUTTER EXIST COLD WATER PIPE EXIST GROUND RODS CONNECTED TO EXIST BUILDING STEEL d i3 PANEL A /1 125A%: 42 CIR. PROP 125A/3P D4 PROP125A/3P PANEL B PANEL C FTHERE N VERIFIED THAT BUILDING SERVICE LE WITH THE SERVICES AS SHOWN NO INCREASED SERVICE LOADS PROPOSED - NOTE EXIST. ELECTRICAL RISER SCALE: NTS IMPORTANT ELECTRICAL SERVICE NOTE: #2/0 BARE COPPER EACH EXISTING SPACE CONTAINS A 125A SERVICE. CONTRACTOR SHALL UTILIZE THESE 3 SEPERATE 125A SERVICES AS SHOWN SITE SPECIFIC NOTES: 1. EACH EMERGENCY UGHTS SHALL BE TIED TO LIGHTING CURCUIT IN SAME ROOM OR AREA AS LOCATION OF FIXTURE PER NEC-700-12 2. EMERGENCY LIGHTS SHALL HAVE BATTERY BACKUP & BE IN A FULLY RECESSED CABINET 3. ALL AS -BUILT REVISIONS ARE SHOWN AS REPORTED BY THE CONTRACTOR ON [show date]. CONTRACTOR SHALL VERIFY THAT AS -GUILTS LOADS ARE PROPERLY PROTECTED AND THAT THESE LOADS DO NOT OVERLOAD THE ELECTRICAL SYSTEM. CONTRACTOR SHALL INFORM THE CLIENT AND ENGINEER IN WRITING OF ANY SCENARIOS IN WHICH AS -BUILT MODIFICATIONS HAVE REDUCED SYSTEM SPARE CAPACITY TO 10% OR LESS. 4. SMOKE DETECTOR, 120V WITH BATTERY BACK-UP. HARD WIRED TO BATHROOM LIGHTING CIRCUIT. INTERCONNECT FOR SIMULTANEOUS OPERATION. MOUNT AT LEAST 3' FROM A/C SUPPLY GRILLS. z S CL M CL ALL EQUPPMMENT SHALL MATCH AIC RATING OF POWER COMPANY PER NEC 110.9 EXIST PANELBOARD SCHEDULE "A» MAIN: 125A MAIN LUGS ONLY VOLTAGE: 120//208V, 3PH, 4 WAR MOUNTING: SURFACE MIN. AIC: 10.000 TYPE: NEMA 1 DESCRIPTION WIRE/CND TRIP CKT L L A CKT TRIP WIRE/CND DESCRIPTION SIGN 2012 & 1#12G IN 1 2 20 1 ighn fun2 life 1 r2jg AMEX 20 2 012 & 1#12G IN 1 2" TV RECEPT TREADMILL 2#12 & 1#12G IN 1 2 20 3 4 • 20 2 #12 & 1 2G IN 1 2" TREADMILL TREADMILL 2#12 & 1 2G IN 1/20 20 5 6 20 2 #12& 1#12G IN 1 2" TREADMILL FLOOR RECEPT 2012 & 1 2G IN 1/2 20 1 7 8 20 2 #12 & 1112G IN 1 2" TREADMILL A/C 30 & 1#10G IN 1" 80 9 10 20 2 012 & 1#12G IN 1 2" TREADMILL 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 LOAD CONT. (CL) ANXI NON CONTINUOUS TOTAL LOAD CONT. (CL) 21258 / 208 / 1.732 = 59 A NON CONTINUOUS CONNECTED 91 CODE ■ LOCK ON CUIRCUIT BREAKER . ROUTE THRU LIGHTING CONTROL ENC. CL - CONTINUOUS LOAD EXIST PANELBOARD SCHEDULE 9OB99 MAIN: 125A MAIN LUGS ONLY VOLTAGE: 120//208V, 3PH, 4 WIRE MOUNTING: SURFACE MIN. AIC: 106000 TYPE: NEMA 1 DESCRIPTION WIRE/CND TRIP CKT L A L A I l A CKT TRIP WIRE/CND DESCRIPTION MAIN LIGHTS 2012 & 1#120 IN 1/20 20 1 11 i ISM 79n16 2 20 2 012 & lf12G IN 1 2" WEST WALL RECEPT MANAGER OFFICE 2012 & 1012G IN 1 2 20 3 4 20 2 #12 & 1#12G IN 1 2" FIRE ALARM MANAGER OFFICE 2#12 & 1#12G IN 1/2 20 5 6 20 2 #12 &-1#12G IN 1 2" SPARE MAIN LIGHTS 2012& 1#12G IN 1 2 20 7 8 20 2 2& 1 2G IN 1 2" SPARE A/C 3#8 & 1#100 IN 1" 40 9 10 20 2 #12 & 1#12G IN 1 2" SPARE 11 12 20 2 012 & lfl2G IN 1 2" SPARE 13 14 20 2 012 & 1012G IN 1 2" SPARE WEST WALL RECEPTACLES 2#12 & 1#12G IN 1 2 20 15 20 2 012 & lfl2G IN 1 2" SPARE 1171 18 20 2 #12 & 1#12G IN 1 2" SPARE 19 20 20 2 012 & lfI2G IN 1 2" SPARE 21 22 20 2 #12 & lfI2G IN 1 2" SPARE 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 LOAD CONT. (CL) NON CONTINUOUS TOTAL LOAD CONT. (CL) 15535 / 208 / 1.732 = 44 A NON CONTINUOUS CONNECTED CODE . LOCK ON CUIRCUIT BREAKER . ROUTE THRU LIGHTING CONTROL ENC. CL - CONTINUOUS LOAD EXIST PANELBOARD SCHEDULE "C" MAIN: 125A MAIN LUGS ONLY VOLTAGE: 120//208V, 3PH, 4 WIR MOUNTING: SURFACE MIN. AIC: 10.000 TYPE: NEMA 1 DESCRIPTION WIRE/CND TRIP CKTL?fiCKT TRIP WIRE/CND DESCRIPTION RECEPT 2012 & 10120 IN 1/2 20 1 2749 ISM 2 20 2 #12 & 1#12G IN 1/2" TANNING BATH RECEPT 2#12 & 1#12G IN 1/20 20 3 4 BATH LIGHT AN 2#12 & 1#120 IN 1 2 20 f 5 6 20 2 #12 & lfl2G IN 1 2' SPARE OFFICE RECEPT 2#12 & 1#12G IN 1 2 20 7 8 60 3#6 & 1#10G IN 1" AC SPARE 2112 & 10120 IN 1/20 20 9X111%10 SPARE 2#12 & lfI2G IN 1 2 20 11 12 SPARE 2012 & 1012G IN 1/2 20 13 14 20 1 2 012 & 1112G IN 1 2" TELEPHONE 15 16 30 2 #10 & 1#10G IN 3/4" WATER HEATER 17 18 19 20 21 22 231 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 LOAD CONT. (CL) Xmili NON CONTINUOUS L::�� TOTAL LOAD CONT. (CL) 21048/ 208 / 1.732 = 58 A NON CONTINUOUSARM CONNECTED qjnAA LOCK ON CUIRCUIT BREAKER . ROUTE THRU LIGHTING CONTROL ENC. CL - CONTINUOUS LOAD ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AU1111Z.ATION #29713 FL LICENS #`I6921 203 WEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS DDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 I Q 0 J Z a Z C9 W 0 Q cn Or M w Wm� a 0 _j V) g J<_! J a 0 � N u o: W W w 5 cn 0 W G REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 12.119.11 I AS BUILTS 6.11.121 DRAWN BY: CHECKED BY: PROJECT: DATE: E2 MSG 5.11.12 of 13 NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP 2. PITCH DRAIN FOR PROPER RUNOFF. 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRAIN SEAL. 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. A/C UNIT CLEANOUT VENT LINE CAP (TYP.) PERFORATED CAP PITCH DRAIN PAN -' PITS .. 0 DRAIN PIPE TO MATCH DRAIN U OUTLET SIZE. v (a) THIS DIMENSION IN INCHES MUST BE THIS STANDARD DETAIL MUST EQUAL TO THE MAXIMUM FAN SUCTION (NEGATIVE) STATIC PRESSURE IN INCHES BE REVIEWED AND SITE WG (WITH DIRTY FILTERS, COILS, AND ADAPTED BY CONTRACTOR MAXIMUM AIR FLOW) + 1" W.G. PRIOR TO USE FOR FINAL EQUIPMENT. (b) THIS DIMENSION IN INCHES MUST BE EQUAL TO MIN. 1/2 OF THE (a) ABOVE (c) EQUALS (a) + (b) + PIPE DIA. + + INSULATION DRAW THRU UNIT CONDENSATE TRAP PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB - COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL. PLUMBING LEGEND CO CLEAN OUT FD FLOOR DRAIN CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RECIRCULATING HB HOSE BIBB VTR VENT THRU ROOF D4 GATE VALVE DO(I GLOBE VALVE ICJ CHECK VALVE 174 BALANCING VALVE i GAS COCK WATER HAMMER ARRESTER (PDI No.) FD FLOOR DRAIN O RECIRCULATION PUMP SS SANITARY SEWER PIPING S-- ----� VENT PIPING ------5 DOMESTIC COLD WATER PIPING -------i HOT WATER PIPING (110') �•••-•••- - HOT WATER RECIRCULATING PIPING S- CD ---S CONDENSATE PIPING S--• SD -S STORM DRAIN PIPING �- G ---- 5 GAS PIPING S-o-S PIPE RISE UP PIPE DOWN OR DROP E- CAPPED END OF PIPE POINT OF CONNECTION -� P-TRAP GENERAL SPECIFICATIONS 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMAN LIKE MANNER. SAID CONTRACTOR SHALL MEET ALL REQUIRMENTS SET FORTH BY ANY LOCAL ORDIANCE AND OR GOVERNING AUTHORITIES. 2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDENCE WITH APPLICABLE NATIONAL, STATE. AND LOCAL CODES, AND ORDINANCES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK SHOWN AND/OR NOTED ON THE DRAWINGS. 4. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ANY AND ALL FABRICATIONS REQUIRED PRIOR TO INSTALLATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR THE ADVANCED ORDERING OF LONG LEAD ITEMS AS NOT TO INTERFER WITH THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. 7. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED ORTHERWISE. & ORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 9. THE CONTRACTOR SHALL BE RESPONABLE TO REPAIR TO ORIGINAL CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 10. LOCATION OF PLUMBING ROUGH -IN MAY CHANGE. VERIFY EXACT LOCATION WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 11. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. 12 THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ARCHITECT/ENGINEER MUST BE A CONDITION OF THE CONTRACT. 13. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 14. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS. AND TESTINGS. 15. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THAT CONTRACTOR. 16. THE CONTRACTOR SHALL FURNISH ALL WATER METERS UNLESS OTHERWISE NOTED. 17. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 1& VERIFY LOCATION, SIZE, ELEVATION, MATERIALS. AND PRESENT STATE OF ALL EXISTING UTILITIES. 19. INSTALL READILY ACCESSIBLE GATE VALVES IN ALL BRANCH WATER LINES SERVING ANY ROOM HAVING PLUMBING FIXTURES. ALL FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE VALVES. 20. MAIN WATER SUPPLY SHALL BE EQUIPTED WITH A BACKFLOW PREVENTER 21. ALL THREADED WATER OUTLETS (EXCEPT FOR AUTOMATIC CLOTHES WASHERS) SHALL BE FURNISHED WITH WATTS #BA APPROVED VACUUM BREAKERS. 22. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS. ON QUICK CLOSING VALVES. NEAR THE FIXTURES IN AN EFFECTIVE RANGE. 23. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED. 24. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 25. IF THE CONTRACTOR PROPOSES TO USE ANY ARTICLE, DEVICE, PRODUCT, OR MATERIALS WHICH IS NOT AS SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBILITY TO PROVE TO THE ARCHITECT/ENGINEER THAT THE PROPOSED SUBSTITUTION IS EQUAL 26. THE CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERPFORMED. FREE FROM DEBRIS AT ALL 71MES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 27. THE CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS -BUILT DRAWINGS, SHOWING ALL CHANGES AND DEVIATIONS, TO THE ARCHITECT/ENGINEER PROIR TO COMPLETION OF THE PROJECT. HANGER NO. 24 EXISTING LATERAL DRAIN TIE IN LOCATION BOTTOM BEAM C-CLAMP MODEL 300 CUT SLAB AS NEEDED FOR DRAINAGE MICHIGAN SEE NOTE COVER PAGE FOR CONCRETE/REIN. STEEL I -BEAM BOTTOM BEAM OR BAR JOIST C-CLAMP OR HANGER ROD SHALL BE EQUAL WITH 0 TIGHTENED HARD AGAINST _ LOCK NUT THE STRUCTURAL STEEL MEMBER ALL THREAD ROD z "A" VARIES STOR. F " TANNING EXIST. , COPPER ' 112 109 a C.W. LINE SWIVEL RING 10'-0"i I AT CEILING ' WATER HEATER 10'-0" , HANGER F7 81 81 g 3' 3 IC4 I W1 C2 W2 �_._- o ----------- -�._ d =� + PIPE /'Z I �._ nl r p I� PIPE RANGE E�----�_- \ R / SUPPORT N.T.S. Fco � UI i CONCRETE SLAB _ /� H_W-- _------- _ DROP -IN /" . DRAIh MIN. 5/8" '� - ANCHOR LOOP VWNT TYP 5" C. -_ e z-------7--- --0--- HILTI HDI _ OR EQUAL ; I PROP. MOP HANGER ROD ` 1. NOTE: ROVIDE WATER HEATER RELIEF PVC DRAIN TO MOP ; "A" VARIES SINK FOR EMERGENCY OVERFLOW WOM EIS 1 3. RAIN 2. PROVIDE NEW HVAC UNITS CONDENSATE DRAIN TO MOP SINK 10�» � PROP. WC 3. PROVIDE SHUT OFF VALVUES AT ALL PLUM. FIXTURE / DROPS 22,2 84 C2 W2 3 4. VERIFY BACKFLOW PREVENTOR FOR MAIN WATER =, ' _z '0: a CLEVIS HANGER 1/8x1-1/4 CARBON I STEEL COPPER PLATED 5" C.W.-_-------------------------------- - --------------- GRINNELL FIG # CT-65 Z ;-- � MRAIN OREQUAL "----------------------------------------------------------- --� ------------------------- H------ ------- PROP.- ' 5" H.W. PIPE HANGER / SUPPORT LAV z� I __-5"_C•W: N.T.S. / UNISEX o a _� z - ;�' a r GALVANIZED I 10'' 0" �� o ^I PROP. LAV SURFACE MOUNTED 1'2Z2f 84 CHANNEL ANCHORED ` C4 IW2 THROUGH THE BACK , OF THE CHANNEL ' 2 RAIN �----------- 5" C.W. W 5 ---------_------------------ -- ------__----__-_ ----- _ __3 N -_ _� - " DRAIN.5 o tzi► F " H.W. / M Z , ° ►� PR�WC a. 0 a .W. PIPE CLAMP 18 GA. SHEET METAL I 5" _ SADDLE FOR INSULATED PIPES; 1 /4" THICK , cd IL NEOPRENE SLEEVE FOR , UN -INSULATED PIPES. 3i NOTES: _; o 3 1. APPLICABLE FOR CONTROL TUBING 1n� t i c5 2. APPLICABLE FOR PIPING NO LARGER THAN 1-1/2" I 3. APPLICABLE FOR HORIZONTAL TRAPEZE OR FOR VERTICAL PIPING -- __,-' H.W.-------- --- -- PIPE / TUBE SUPPORT " N.T.S. -- -- ----- ----- WATER HAMMER ARRESTOR - PIPING SCHEDULE MEN Z o ; � PROP. LAV SELECTION BASE ON ZURN MANUFACTURING SHOKSTOP DATA 107 MFG.CAT. TYPE NO. 100 200 300 400 NOTE: "" TRAINER 22 2- " .5"_ C.W. P. D. I. SYSTEM A B C D tit C2 W2 FIXTURE UNIT RATING 1 - 11 12 - 32 33 - 60 60 -113 REMARKS: 1 F1 81 I SYMBOL Z-1700 88 F.U. 256 F.U. 490 F.U. 904 F.U. NOTE: •• C4 W1 3f PROP. WC FCO v I o NOTE: "' CONTRACTOR SHALL PROVIDE AND INSTALL WATER HAMMER ARRESTORS IN DOMESTIC PIPING SYSTEMIl: AS PER FBC 604.9 AND PER MANUFACTURERS RECOMMENDATION. FIXTURE SCHEDULE EQUIPMENT SELECTION BASED ON SYSTEM CONNECTIONS SYMBOL ITEM DESCRIPTION CW HW TRAP DRAIN FIXTURE Sm MFGR MODEL PA WATER CLOSET (1.6 GAL FL) 3/4" --- INTEGRAL 3" 4 PROFLO WHITE - PF2203 - ADA (TANK PF3212) (SEAT PFTSCOF2000WH) P.2 LAVATORY (ADA) 1/2" 1/2" 1-1/2" 2" 1 PROFLO PF5504YM - ADA COMPLIANT (FAUCET MOEN - 8800 ADA COMPLIANT ) P.3 DRINKING FOUNTAIN 1/2" --- 1-1/4" .5 ELKAY EZSTL8LC - ADA COMPLIANT P.4 SHOWER VALVE 1/2" 1/2" 2 MOEN 62300 - ADA COMPLIANT P.5 SHOWER VALVE TRIM MOEN TL182 - ADA COMPLIANT P.6 MOP SINK (SERVICE) 1 1/2" 1 1/2" 1 1-1/2" 2" 2 IPROFLO PFZ199625 (FAUCET MOEN 8230 ADA COMP.) NOTE: PLUMBING FIXTURES SHOWN OR EQUAL SHALL BE PROVIDED BY CONTRACTOR WITH SHOP DRAWINGS ON EACH FIXTURE SUBMITTED FOR APPROVAL BY THE OWNER & DESIGNER. FIXTURE COLOR IS WHITE IMPORTANT - ALL FIXTURES SHALL MEET BE ADA COMPLIANT AND MOUNTED AT HEIGHTS ACCORDING TO CHAPTER 11 OF THE FLORIDA BUILDING CODE NOTE: 1. PROVIDE ACCESS PANELS FOR EACH GANG OF VALVES. 2. PROVIDE AND INSTALL TRAP AND SUPPLY LINE INSULATION KIT. 3. ALL PLUMBING FIXTURES & FIXTURE FITTINGS SHALL COMPLY WITH FBC PLUMBING TABLE SEC.604.4 & SEC.604. 4. BARRIER FREE WALL MOUNTED HI/LOW (ADA) COMPLIANT HEIGHT TO COMPLY WITH ALL CODES FOR (ADA). NOTE: a SIZE AS INDICATED ON DRAWINGS. 1) ALL FLOOR DRAINS SHALL BE RESEALED BY MEANS OF A ZURN TRAP PRIMER VALVE INSTALLED IN COLD WATER SUPPLY UNE FROM THE NEAREST SINK OR LAVATORY AND WITH 1/2 INCH DRAIN SLOPED TO THE FLOOR DRAIN. OR BY APPROVED ALTERNATE METHOD EQUAL TO THE ABOVE. 2) COORDINATE WITH ARCHITECTURAL DRAWING FOR FLOOR OR AREA FINISH; AND PROVIDE CORRECT TOP STYLE FOR CERAMIC OR QUARRY TILE, ASPHALT OR VINYL TILE, TERRAllO, POURED OR TRAWLED SYNTHETIC, FINISH CONCRETE, AND ALL PAVED AREAS; PROVIDE FOR FLOORS HAVING A WATERPROOF MEMBRANE. USE ZURN FLANGE CLAMPING RING. MATERIAL SPECIFICATIONS DOMESTIC WATER PIPING SHALL BE HARD COPPER PIPE TYPE "L" ANSI / ASTM B-88 WITH WROUGHT -COPPER SOLDER -JOINTS FITTINGS ASTM B-16.22. BELOW GRADE PIPING SHALL BE TYPE "K" ANSI / ASTM SOFT COPPER WITH NO JOINTS OR FITTINGS BELOW GRADE. 2. PIPING: SOIL, WASTE AND VENT PIPING SHALL BE PVC 3. PIPING: RAIN WATER PIPING SHALL BE POLYVINYL CHLORIDE SCHEDULE 40 (PVC) PLASTIC DRAIN, WASTE PIPE AND FITTINGS. PIPE AND FITTINGS SHALL CONFORMING TO ANSI STANDARD K65.56-1971 AND ASTM STANDARD D2665-82. SOLVENT CEMENT FOR POLYVINYL CHLORIDE (PVC) PLASTIC PIPE AND FITTINGS SHALL CONFORM TO ANSI STANDARD B72.16-1971 AND ASTM STANDARD D2564-80. 4. INSULATE ALL HOT WATER, LINES, AS FOLLOWS: HW SUPPLY 1" THICK PREFORMED ARMAFLEX PIPE INSULATION. HORIZONTAL STORM DRAIN PIPING WITH 1-1/2" THICK PERFORMED FIBERGLASS PIPE INSULATION. GENERAL NOTES: 1- 00 NOT SCALE DRAWINGS FOR PARTITION LOCATION. CONSULT ARCHITECTURAL & STRUCTURAL DRAWINGS FOR DIMENSIONS. 2- CONTRACTOR SHALL VISIT SITE TO VERIFY FIELD CONDITIONS & PHYSICAL LOCATIONS & SIZE OF EXISTING SERVICES. 3- SANITARY LINES LARGER THAN 21" TO SLOPE J"/FOOT. 4- SANITARY LINES 2j" AND LESS TO SLOPE }"/FOOT. 5- CONSULT ARCHITECTURAL DRAWINGS FOR ALL FINISH FLOOR & GRADE ELEVATIONS. 6- SEE ARCHITECTURAL DWG'S FOR ROOF DRAINAGE. HANGER SCHEDULE - ROD SIZE PIPE ROD NOTE: SIZE DIA. CONTRACTOR TO COMPLY WITH FBC 1/2" 3/8 SEC 308 & HANGER SPACING TABLE 3/4" 3/8" 308.5 1" 3/8» 1-1/4 3/8 1-1/2' 3/8 2' 3/8" 2-1/2' 1/2" 3" 1/2' 3-1/2" 1/2 4 5/8" 5" 5/8" 6" 3/4" 8" 17 8 DRINKING FOUNTAIN PROPOSED PLUMBING PLAN SCALE: NTS SLOPE OF HORIZ. DRAINAGE PIPE SIZE (Inches) MINIMUM SLOPE (Inch per foot) 2-1/2 or less 1/4 3 to 6 1/8 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004 ,1 1 TANKLESS HOT ELECTRIC WATER HEATER SCHEDULE MODEL MANUFACTURE WIRING VOLTS AMPS KW S TEMP X ACCESSORIES/REMARKS: RP-1 FORTIS - 9.0 GPM 8 GA 208 18 3.5 110' F I WITH 0.5 GPM FAUCET AERATOR FOR SINKS & LAVATOR S. CUNT HEATER ON WALL IN MECH ENGINEER OF RECORD: COOL AND COBB ENGINEE ING CO. CERT OF AU ATION #29713 FL LICENSE 16921 203 INVEST MAIN ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 CLIENT: ORANGEWOOD BUILDERS DRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 J Q zd 0 �O C u) N W G>M w a0°� �° o_jvi a E= Q a w w 2 w x . U Z� Ch N w 0 REVISION S/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 AS BUILTS D.11.121 DRAWN BY. MSG CHECKED BY: COOL&COBS PROJECT: DATE: 5.11.12 . 12 OF 13 1 LOCKING QUADRANT TO BE EXPOSED — FLEXIBLE DUCT WITH INSULATION & VAPOR BARRIER TIE TO STRUCTURAL SUPPORTS 2" WIDE METAL BAND SUPPORT SQUARE TO ROUND ADAPTER - SUSPENDED TYPE CEILING SYSTEM I D IFFI M-I 6C.&E MOUNT s NT6 FAN :NT6 HANGER STRAPS GALV. STEEL ROD OR STRAP SUPPORTS PER SMACNA STANDARDS SIDE TAKE -OFF FITTING WITH DAMPER, BELL MOUTH OR SHOETAP TYPE MAIN SUPPLY AIR DUCT, SEE PLANS FOR TYPE AND INSULATION 1-1/2" X 1-1/2" X 1/8" GALV. ANGLE OR STRAP PER SMACNA CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION LOUVERED FACE CEILING DIFFUSER WITH 2' X 2' LAY -IN ALUM. PANEL 4-20 ALL -THREAD (TYPICAL OF 4) FACTORY SUPPLIED RUBBER IN SHEAR TYPE MOUNTING KIT FACTORY SUPPLIED MOUNTING BRACKET STRAP HANGERS 1" 6 �---- HANGERS STRAP 4--- 3/8" BOLT HANGERS RODS - BAND OF SAME SIZE AS HANGER STRAP HANGERS RODS OR STRAPS JAND INwAF_"'6-kL-' ANGLES C-,HEX NUTS HANGERS FOR HOT & COLD DUCTS NOTIES; 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE 2006 REVISIONS OF THE 2004 FLORIDA BUILDING CODE 2. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING INSTALLATION, AND COORDINATE THIS INSTALLATION WITH ALL TRADES. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR CERTIFIED IN THE STATE OF FLORIDA. 4. THE CONTRACTOR SHALL VISIT THE JOB SITE, MEET WITH ALL RELATED TRADES, AND FAMILIARIZE HIS/HER SELF WITH ANY AND ALL CONDITONS RELATING TO HIS/HER WORK. 5. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE THAT MAY DELAY CONSTRUCTION. 6. CONDENSATE DISPOSAL SHALL BE PROVIDED FOR EQUIPMENT AND APPLIANCES CONTAINING EVAPORATOR COILS. CONDENSATE DRAIN SYSTEM SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTIONS 307.2.1 THROUGH 307.2.4. OF THE 2004 FLORIDA BUILDING CODE. CONDENSATE DRAIN SHALL TERMINATE TO APPROVED LOCATION. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAIN WITHIN UNCONDITIONED AREAS SHALL BE INSULATED TO PREVENT CONDENSA71ON FROM FORMING ON THE EXTERIOR OF THE DRAIN LINE. 8. PACKAGED UNITS SHALL BE LOCATED ON ROOF WITH FACTORY ROOF CURB. ROOF CURB SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS AND THE 2004 FBC. 9. DUCT CONSTRUCTION AND INSTALLATION SHALL COMPLY WITH SECTION W603 OF THE FLORIDA BUILDING CODE MECHANICAL 10. AIR CONDITIONING DUCT SYSTEM DESIGN BASED ON 1.50 TYPE 'M" KNAUF DUCT AND R-6 INSULATED CLASS 1 SILVER FLEX DUCT. ALL DUCT WORK SHALL BE SEALED WITH SILVER TAPE AND MASTIC DUCT SEALANT. 11. KEEP ALL FRESH AIR INTAKES A MINIMUM OF 11Y FROM EXHAUST FAN TERMINATION POINTS AND SANITARY SEWER VENT OUTLETS.PACKAGED UNIT SHALL INCORPORATE A MANUAL ADJUSTABLE FRESH AIR DAMPER ON ROOF TOP UNITS. 12. VENT BATH FANS TO AN OUTSIDE VENT USING DUCT SIZE AS INDICATED.ALL EXHAUST FANS SHALL INCORPORATE A BACKDRAFT DAMPER. 13. INSTALL SMOKE DECTECTORS (SD) AS PER SECTION M606 OF THE FLORIDA BUILDING CODE MECHANICAL 14. FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 716 OF THE 2004 FLORIDA BUILDING CODE. 15. DUCTS AND TRANSFER OPENINGS THAT PENETRATGE FIRE —RESISTANCE —RATED ASSEMBLIES AND ARE NOT REQUIRED BY THIS SECTION TO HAVE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 712 OF THE 2004 FLORIDA BUILDING CODE. 16. COORDINATE DIFFUSER & THERMOSTAT LOCATIONS WITH OWNER, CONTRACTOR, do OTHER TRADES. 17. ALL DUCTS AND PLENUMS SHALL BE MADE AIR TIGHT, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE CURRENT ADDITION CHAPTER 13 OF THE FLORIDA BUILDING CODE. DUCT LEAKAGE RATE SHALL NOT EXCEED 5R OF THE RATED AIR HANDLER FLOW, 18. ALTERNATE BRANDS OF EQUIPMENT MAY BE USED AS A SUBSTITUTION. THE ALTERNATE BRAND SHALL HAVE THE SAIO&SENSIBLE HEAT RATIO AND SHALL NOT EXCEED THE TOTAL BTUH OUTPUT BY 10X A\ B D I - BALANCING DAMPER COLLAR INSTALL AT ALL SUPPLY RUN —OUTS TYPICAL DUCT CONNECTION Take —off Collar for duct board witF� tF�rmaSelaNt gasket flanIicand manual $ea w me a e and m Split Ring Seal StrOD—Miniloth mum 5' int Is for flexible duct DUCT »BOARD» se 1 Flexible air duc knouf eclippse anit—micorbial equal Metal tope. panduit strap )anmastic flexible connection to tab collar. AIR DISTRIBUTION —TYPICAL TYPE LD 24x24� 200� SIZE CFM TYPE: LD = T—BAR LAY IN CEILING DIFFUSER 1 W = 1 WAY CEILING DIFFUSER 2W = 2 WAY CEILING DIFFUSER 3W = 3 WAY CEILING DIFFUSER 4W = 4 WAY CEILING DIFFUSER SW = SIDEWALL METAL DUCT DIFFUSER FD = FLOOR DIFFUSER LSD = LINEAR SLOT DIFFUSER —SUPPLY LSR = LINEAR SLOT DIFFUSER —RETURN LBG = LINEAR BAR GRILL RA = RETURN AIR GRILL EV = EXHAUST VENT —USE RETURN AIR GRILL DSV = DEHUMIDIFIER SUPPLY DIFFUSER —USE SUPPLY DIFFUSER DRV = DEHUMIDIFIER RETURN DIFFUSER —USE RETURN DIFFUSER *LAY —IN DIFFUSERS BASED ON METAL—AIRE ALUMINUM 4 WAY THROW WITH OPPOSED BLADE DAMPER BATHROOM/KITCHEN EXHAUST FANS MARK BRAND MOD # CFM SP VOLT AMPS MOUNT QUANITY EF-1 PANASONIC FV05VQ3 50 .25 120 0.13 CEILING 3 *EF-1 WIRE TO LIGHT SWITCH i / O 1 W 60 CFM - 4" 12X12 NOTE: EXISTIN NIT PROP TIE E.F. TO DUC 0 BE ATEDRELOCEX. EXHAUST - ADDITI e REL 1 'S BUIL ?ALrLSUBMI TOOFFICE HBMI TOING PARTME R SION i 4W 90 CFM - 10" 24" X 24" PROP T T T TO EXIST. UNIT 1 O 4" F.F. TO EXIST. UNIT 2 TO EXIST. UNIT 3 �w �� ►il►w � w EXISTING UNIT #2 DUCTS TO BE RELOCATED - NO NEW ADD171ONS x10 CFM 24" X 24 - - Abo" 101 - USE TO INS TIE E.F EX. 011 TIE E.F. EX. EXI- NEW 00 CFM - 12X12 / -24" " R.A.G.,AB. DOOR 93ff CFM AVAIC/ ENGINEER OF RECORD: COOL AND COBB ENGINEERING CO. CERT OF AUTH ATION #29713 FL LICEN 16921 203 WES\MA ST. AVON PARK, FL 33825 PH. 863.657.2323 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 'NT: ORANGEWOOD BUILDERS 0 ESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 Fc � a cNi> 0pM mG� W r, W LCE= 0 n .. �i W Cn W G / REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 2.19.1 160 CFM Ilr AS BUILTS .11.12 DRAWN BY: MSG CHECKED BY: COOL&COBS PROJECT it. i DATE: 5.11.12 MECHANICAL PLAN ��/i* SCALE: ,/<•` '-0i ��13_ OF 13 i y ,tip 7 -Si'6• ENGINEER OF RECORD: LUIS A. LOPEZ FL LICENSE 5 805 A TENA N T I MPR 0 VEMEN T FOR: l L0!;A?cS A,` 7341 GALL BLVD ZEPHRYHILLS, FL 33541 d Icti �f. Rea 405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS DDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 2.19.1 DRAWN BY: CHECKED BY: PROJECT #: DATE: MSG LUIS LOPEZ 12.19.1 vi OF 13 GENERAL PLAN NOTES: 1. THE GENERAL CONTRACTOR (G.C.) SHALL FIELD VERIFY ALL POSSIBLE EXISTING CONDITIONS PRIOR TO CONSTRUCTION. G.C. SHALL IMMEDIATELY INFORM THE DESIGN PROFESSIONAL OF ANY CONFLICTS WITH THE WORK PROPOSED IN THESE PLANS. G.C. SHALL IMMEDIATELY INFORM THE DESIGN PROFESSIONAL OF ANY DISCREPANCIES HE/SHE DISCOVERS WITHIN THESE PLANS. 2. DO NOT SCALE THESE DRAWINGS. USE FIGURED DIMENSIONS FOR NEW CONSTRUCTION. FIXTURES (LIGHTS, ETC) ARE NOT DIMENSIONED SO THEY CAN BE COORDINATED WITH FURNITURE AND INTERIOR DESIGNER. 3. IT IS THE G.C.'S RESPONSIBILITY THAT ALL CONSTRUCTION (AND DEMOLITION) IS TO PROCEED ONLY IN STRICT ACCORDANCE WITH ALL CURRENT, APPLICABLE LOCAL CODES & ORDINANCES. 4. THESE PLANS & SPECIFICATIONS ARE TO BE USED IN THEIR ENTIRETY. IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO COORDINATE BETWEEN ALL SYSTEMS & TRADES SO AS TO AVOID CONFLICTS. 5. THE G.C. SHALL SUBMIT TO THE DESIGNER PROFESSIONAL SHOP DRAWINGS, CUT -SHEETS AND/OR SAMPLES OF ALL MATERIALS, FINISHES, FIXTURES, & EQUIPMENT FOR APPROVAL PRIOR TO ANY ORDERING, FABRICATION OR INSTALLATION. G.C. SHALL ALLOW (2) WEEKS MIN. FOR THESE REVIEWS AND THEIR RETURN. 6. G.C. SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS (INCLUDING TIE-IN ELEVATIONS) & COORDINATE WITH ALL PROPOSED WORK. 7. ANY PIPING IN OPEN PLENUM CEILING SHALL BE WRAPPED WITH 1 HOUR FIRE RATED TAPE. 8. G.C. TO COORDINATE MECHANICAL, PLUMBING & ELECTRICAL CONTRACTORS WITH SHELL CONTRACTOR TO VERIFY ALL SPACE REQUIREMENTS PRIOR TO SETTING OF STRUCTURAL ITEMS. 9. G.C. TO COORDINATE THESE PLANS WITH ANY INTERIOR DESIGN PLANS INCLUDING SPECIAL WALL OR CEILING FINISHES, MOULDING OR WOODWORK, FIXTURES, BUILD -OUT & CABINETRY WHICH HAS INTERIOR DESIGNER & DESIGN PROFESSIONALS APPROVAL. 10. G.C. SHALL BE RESPONSIBLE TO PROVIDE ALL MATERIALS AND LABOR AS NECESSARY TO CONSTRUCT THE FACILITY DEPICTED ON THESE PLANS. CONTRACTOR SHALL SECURE AND PAY FOR ALL NECESSARY PERMITS, LICENSES, INSPECTIONS AND ALL OTHER REQUIRED FEES. THIS CONSTRUCTION SHALL BE CONSTRUCTED IN FULL COMPLIANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND GOVERNMENTAL REGULATIONS IN EFFECT AT THE TIME OF CONSTRUCTION. G.C. SHALL TURN OVER TO THE OWNER A CLEAN FACILITY, WITH A CERTIFICATE OF OCCUPANCY, RECORD DOCUMENTS, INSPECTION CERTIFICATES, WARRANTIES AND BONDS, EVIDENCE OF PAYMENT AND RELEASE OF LIENS, AND OPERATION AND MAINTENANCE MANUALS. 11. UPON SUBSTANTIAL COMPLETION OF CONSTRUCTION, G.C. SHALL WALK THE FACILITY WITH THE OWNER AND DEMONSTRATE OPERATION OF EQUIPMENT, RECORD ITEMS OWNER ARE DISSATISFIED WITH AND COORDINATE SUBCONTRACTORS CORRECTION OF SAME. 12. G.C. SHALL TAKE FIELD MEASUREMENTS AND SUBMIT SHOP DRAWINGS WHICH ILLUSTRATE EXACT PRODUCT PROPOSED, DIMENSIONS, FABRICATION, LAYOUT, SETTING OR ERECTION DETAILS AS NECESSARY TO CLEARLY DEPICT TO THE DESIGN PROFESSIONAL THE INTENDED MATERIALS AND METHODS OF CONSTRUCTION. SUBMIT CUT SHEETS, BROCHURES, PERFORMANCE CHARTS, AND PALETTE OF AVAILABLE PATTERNS AND COLORS WHERE DESIGN PROFESSIONALS SELECTION IS REQUIRED. IDENTIFY ANY DEVIATIONS FROM CONTRACT DOCUMENTS. 13. PRODUCT MANUFACTURERS SHALL BE COMPANIES SPECIALIZING IN THE PRODUCTION OF THEIR SPECIFIC PRODUCT WITH A MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. COMPLY FULLY WITH MANUFACTURER'S INSTRUCTIONS, AND INDUSTRY STANDARDS. INSURE THAT WORK IS ONLY PERFORMED BY PERSONS PROPERLY TRAINED AND QUALIFIED TO PERFORM WORK TO INDUSTRY STANDARDS. AS A RULE OF TOLERANCE, ALL WORK SHALL BE WITHIN 1 /8" TO 10" OF FLAT, LEVEL AND TRUE. 14. OCCUPANCY SENSORS ARE REQURIED IN SPACE FOR ANY BUILDING (NOT TENANT) THAT IS OVER 5,000 S.F. 15. ALL MATERIALS USED IN CONSTRUCTION SHALL BE NEW AND IN ORIGINAL WRAPPER WHEN DELIVERED TO THE SITE. G.C. SHALL BE RESPONSIBLE TO PROTECT MATERIALS FROM SOILING, MOISTURE DISFIGUREMENT, OR DAMAGE. 16. ALL SUBSTITUTIONS SHALL BE APPROVED BY DESIGN PROFESSIONAL. 17. ALL DIMENSIONS SHOWN ON THIS PLAN ARE NOMINAL AND SHOW DESIGN IN TEST ONLY. THE G.C. SHALL BE RESPONSIBLE TO ADJUST ACTUAL CONSTRUCTION DIMENSIONS SLIGHTLY TO ALL FOR EXACT MATERIAL THICKNESSES. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS. 18. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW DESIGN INTENT ONLY. THEY DO NOT SHOW EVERY MINOR DETAIL OF CONSTRUCTION. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION. ALL TRADES ARE RESPONSIBLE FOR FURNISHING COMPLETE BUILDING SYSTEMS AND ALL ITEMS THAT WOULD NORMAL BE CONSIDERED INCIDENTAL T THEIR INSTALLATION. ANY APPARATUS, APPLIANCE, MATERIAL, OR WORK NOT SHOWN ON THE DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECTS AND READY FOR OPERATION SHALL BE FURNISHED AN INSTALLED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. ALL SYSTEMS AND THEIR ASSOCIATED CONTROLS MUST BE COMPLETELY INSTALLED, CONNECTED AND OPERATING TO THE SATISFACTION OF THE OWNER. 19. KEEP ONE (1) SET OF RECORD DRAWINGS FOR AS-BUILTS AT THE JOB SITE. NEATLY MAKE CHANGES WITH RED PENCIL. SHOW ACTUAL LOCATIONS OF ITEMS AS INSTALLED. MARKUP SCHEDULES TO SHOW CORRECT DATA. AT COMPLETION OF PROJECT, SIGN SETS OF PRINTS CERTIFYING THAT THESE PRINTS ARE ACTUAL AS -BUILT CONDITIONS AND TURN OVER TO DESIGN PROFESSIONAL. 20. CUTTING OF STEEL, WOOD, OR OTHER MAIN STRUCTURAL MEMBERS IS NOT ALLOWED WITHOUT WRITTEN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO CUTTING. 21. THE G.C. AND ALL SUBCONTRACTORS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND NOTIFY THE DESIGN PROFESSIONAL OF ANY OBSERVED DISCREPANCIES PRIOR TO SUBMISSION OF BIDS. 22. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS. 23. ANY WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 24. ALL EXPOSED METAL TO BE PAINTED. COLOR AS SELECTED BY THE DESIGN PROFESSIONAL. 25. ALL FIRE RATED WALLS AND PARTITIONS AND PARTITIONS INSULATED FOR SOUND TRANSMISSION ARE TO RUN CONTINUOUS FROM FLOOR TO UNDERSIDE OF ROOM DECK AND ABOVE. ALL JOINTS TO BE TAPED AND SPACKLED AND ANY DUCT PENETRATIONS TO BE FIRE DAMPERED AS REQUIRED BY CODE. 26. ALL CEMENT PLASTER OR PORTLAND CEMENT BOARD ABUTTING OTHER MATERIAL TO BE FURNISHED WITH METAL EDGE STRIPS. ALL PIPING, DUCT WORK, AND CONDUIT TO BE CONCEALED. WALLS AND/OR PARTITIONS TO BE FURRED OUT AS REQUIRED TO PROVIDE MINIMUM COVER. 27. ALL ELECTRICAL CABINETS, FIRE EXTINGUISHERS, CABINETS AND OTHER RECESSED EQUIPMENT IN FIRE RATED WALLS SHALL BE BACKED WITH 5/8" TYPE X GYPSUM BOARD OR AS REQUIRED TO MAINTAIN THE RATING. PROVIDE DOUBLE STUDS OR BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED EQUIPMENT, ALL WOODS BLOCKING SHALL BE FIRE RETARDANT TREATED. METAL STUDS MAY BE USED IN LIEU OF WOOD BLOCKING. DEMOLITION NOTES 1. THE DEMOLITION PLAN REPRESENTS THE GENERAL DEMOLITION AND DOES NOT COVER ALL ASPECTS OF THE DEMOLITION REQUIRED TO COMPLETE THIS PROJECT. IT IS THE RESPONSIBILITY OF THE G.C. TO CO-ORDINATE BETWEEN ALL TRADES, TYP. 2. EACH SUB -CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO OR DURING DEMOLITION TO CO-ORDINATE THE REQUIRED DEMOLITION FOR THEIR TRADE. ADDITIONAL DEMOLITION NOT CO-ORDINATED WILL BE THE RESPOSIBLIITY OF THE G.C.AND HIS SUB -CONTRACTOR, TYP. 3. THE G.C. AND HIS SUB -CONTRACTORS ARE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED FOR THE DEMOLITION INCLUDING BUT NOT LIMITED TO SHORING, STAGING, TEMPORARY BRACING AND THE CONSTRUCTION OF NEW SUPPORT SYSTEMS REQUIRED PRIOR TO ANY DEMOLITION, TYP. SITE SPECIFIC NOTES IMPORTANT NOTE: ALL FIRE WALLS AND PENETRATIONS ARE EXISTING AND NO ALTERATIONS OR PENTRACTIONS ARE PROPOSED. ALL CONDUIT THRU FIRE WALLS ARE EXISTING AND CONSTRUCTED PER CDDE WHEN THE BUIDLING WAS CONSTRUCTED. SOME PORTIONS OF THE WALL SHALL BE IN DISREPAIR AND SOME PENETRATIONS MAY NOT COMPLY WITH A 1 HOUR RATING, CONTRACTOR SHALL REPAIR PORTION OF WALL USING .625" TYPE "X" DRYWALL BOTH SIDES AND CAULK ALL PENETRATIONS WITH 1 HOUR FIRECAULK. SCOPE OF WORK: A PORTION OF THE SPACE IS A EXISTING VANILLA SHELL W/CONCRETE FLOORS, AND FIRE RATED DEMISING WALL - THE ROUGH IN FOR A BATHROOM EXIST BUT NO FIXTURES ARE PRESENT. THE OTHER PORTION OF THE SPACE IS A EXISTING FINISHED ACCOUNTING OFFICE WITH ONE BATHROOM PRESENT. A GYM FACILITY IS PROPOSED WITH 3 TOTAL BATHROOMS, TANNING ROOM, PERSONAL TRAINER OFFICE AND MANAGER OFFICE. ALL NEW ELECTRICAL SHALL TIE INTO EXISTING PANEL. ALL NEW HVAC SHALL TIE INTO 2 - EXISTING ROOFTOP PACKAGE UNITS. SLAB/FOUNDATION NOTE: EXISTING SLAB TO REMAIN - CUT SLAB AS NEEDED FOR RELOCATION OF PLUMBING. DO NO CUT STRUCTURAL FOOTER WITHOUGHT WRITTEN CONSENT FROM STRUCTURAL ENGINEER. FILL CUT AREAS WITH 4" THICK 2500 PSI CONCRETE WITH 10 X 10 - 6X6 W.W.F. OVER CLEAN COMPACTED SOIL. DOWELS ARE NOT REQUIRED IF CUT IS LESS THAN 24" WIDE. NOTE: 1. ALL EXTERIOR COMPONENTS ARE EXISTING AND NO CHANGES ARE PROPOSED 2. G.C. SHALL SUBMIT SEPERATE LOW VOLTAGE, FIRE ALARM, AND FIRE SPRINKLER APPLICATION AND SHALL BE SEPERATE PERMIT. 3. EXISITNG OCCUPANT CLASSIFICATION IS GROUP B - BUSINESS PER REQUIREMENTS AND DEFINITIONS PURSUANT TO FFPC 101: SECTION 6.1.1.1.1 4. OCCUPANT COUNT SHALL BE CALCULATED AS FOLLOWS: 15 S.F. PER OCCUPANT - EXERCISE AREAS (3,328 S.F. - 222 OCC), 100 S.F. PER OCCUPANT OFFICES/TANNING AREA (265 S.F. - 3 OCC), 300 S.F. PER OCCUPANT AT STORAGE/MECH AREAS (143 S.F. - 1 OCC), BATHROOMS ARE ACCESSORY USE AND NOT CALCULATED (263 S.F. - 0 OCC.) =====226 OCCUPANTS 5. ALL EMERGENCY LIGHTING SHALL BE TIED TO LIGHTING CIRCUITS IN SAME ROOM OR AREA AND WIRED AHEAD OF SWITCHES - NO SEPERATE CIRCUITS 6. THESE DRAWINGS SHALL BE IN FULL COMPLIANCE WITH CHAPTER 43 OF THE 2007 FLORIDA FIRE PREVENTION CODE 7. NO FIRE ALARM EXIST OR SHALL BE PROPOSED. DELETE ALL REFERENCES ON THIS PLAN TO ANY SMOKE DETECTORS AS NONE SHOULD BE INSTALLED 8. DUCT DETECTION SHALL BE PLACED ON SUPPLY SIDE OF ALL EXIST. AND PROP. A/C AND ACTIVATION OR TROUBLE SHALL CAUSE A VISUAL AND AUDIBLE SIGNAL IN A NORMALLY OCCUPIED AREA 9. AFTER THE INSTALLATION OF THE SPRINKLER SYSTEM - THE FANS SHALL BE LOCATED SO THAT THERE ARE NO CONFLICTS BETWEEN FAN COVERAGE AREA VS SPRINKLERS. SPRINKLERS GOVERN. 10. CORRIDORS SHALL BE IN COMPLIANCE WITH FBC 1017.1 CODE/PROJECT INFORMATION PROPERTY ADDRESS: 7341 GALL BLVD ZEPHRYHILLS, FL 33541 ZEPHRYHILLS COMMONS PLAZA CODES: FLORIDA BUILDING CODE, 2007 ED. W/2009 ADMEND. FLORIDA PLUMBING CODE, 2007 ED. W/2009 ADMEND. FLORIDA MECHANICAL CODE, 2007 ED. W/2009 ADMEND. 2007 FLORIDA FIRE PREVENTION CODE. AND 2008 NEC ACCESIBILITY - FLORIDA BUILDING CODE, 2007 ED - CHAPTER 11 BUILDING INFORMATION: BUILDING CRITERIA CODE PROVISION 1. SITE REQUIREMENTS THERE ARE NO CHANGES TO EXISTING BDG. CONSTRUCTION OR USE 2. PROPOSED OCCUPANCY USE GROUP A3 - ASSEMBLY 3. TYPE OF CONSTRUCTION TYPE II UNPROT. - FULLY SPRINKLERED (FFPC - TYPE II-000) 4. ALLOWABLE BUILDING HEIGHT EXISTING 5. NUMBER OF STORIES 1-STORY EXISTING 6. GROSS LEASE AREA 3,999 GROSS S.F. 7. FIRE RESISTANT CONSTR. REQ. EXIST. SPRINKLERED (REQUIRED PERMIT BY OTHERS) 8. FIRE SUPPRESSION SYSTEMS SPRINKLERED 9. OCCUPANCY SEPERATION REQ. 1 HOUR EXISTING - ALL PENETRATIONS EXISTING TO REMAIN 10. OCCUPANT LOAD 226 OCCUPANTS - SEE NOTE #4 11. NUMBER OF EXITS PROVIDED 4 EXISTING - 0 PROPOSED 12. MAXIMUM ALLOWABLE DEAD END 20'-0" 13. MAXIMUM TRAVEL DISTANCE 250'-0" 15. MINIMUM EXIT AISLE / CORRIDOR WIDTH 36" 16. MINIMUM CLEAR WIDTH @ EXIT DOOR 32" 17. MINIMUM INTERIOR FINISH CLASSIFICATION (NFPA) LOCATION CLASS ASSYMBLY AREAS WALLS & CEILING A, B OR C (IF OCCUPANCY IS < 300) ENCLOSED STAIRWAYS A CORRIDORS & LOBBIES A OR B 18. PLUMBING FIXTURE COUNT/REQ. 226 OCCUPANTS 19. MINIMUM INTERIOR WALL & CEILING FINISH REQ. BY OCCUPANCY (FBC) OCCUPANCY LOCATION CLASS A3 -SPRINKLERED EXITS B EXIT ACCESS C OTHER C A3 - UN-SPRINKLERED EXITS A EXIT ACCESS A OTHER C PLUMBING FIXTURE COUNT DRINKING FOUNTAIN LAV SERVICE SINK REQUIRED 1 PER 500 MEN 1 WC PER 125 1 LAV PER 200 1 SERVICE SINK WOMEN 1 WC PER 65 1 LAV PER 200 226 OCC COUNT (113 MEN, 113 WOMEN) DRINKING FOUNTAIN WC LAV SERVICE SINK PROVIDED 1 MEN 1 1 1 PROPOSED WOMEN 2 2 19. LEVEL OF ALTERATION 2 ALLOWABLE OCCUPANTS DOOR # 1 (72" DOUBLE DOOR) 72"/0.2 = 360 OCCUPANTS DOOR # 2 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS DOOR # 3 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS DOOR # 4 (36" SINGLE DOOR) 36"/0.2 = 180 OCCUPANTS if St AREA OF WORK SCALE: N TS '/W',1.>'*D1 (?•7fi,4 :d 1494CIY, RA Q 1*3.I.'j 11 A'�p ii N ofth Town a Ge We �+ 4 Y Grand 3ili+hve } Hrx��ons r:4Gh1'fh�b �,' r►. ry.r suNe cen,Fr sy Fur ci c I,4-en'.lao ur �rcil"t v,,�. A"S Prc* "A,`" JIM4 � V8!tdr]t+n AtN Fart Nm0 Acres 'Rl"t m 4Ve 7^' Ayo w T Prntoy PerA Foal Zept(yrt'As. 2 c omwnop b Zapt1 yrti r to colOrly• Canvprry r:3�eerl r33orr_ R,� Oak Ri,n TUwrrulew c* Mmcicd Paxa Mcdical Arts r -nrer ,, l Arts [Fn*r 5ranlsl" I"rails 1 ^ 'r-soraa w-spiti Vftsf Residen!W G"n,3h 9 r?nt'Jtvy�rj'ulla Lvt+porailve Irmo$ volaga u H +'i^nr3 r ^e ° o Ge .7 -. Fr2�Y Im id Albor Ringo. up cry kraVls rCadst (3 LOCATION PLAN SCALE: NTS r La w w a II II a II a ui ;�I ==J �w a 0 m II _ _ I m c� a- a IF = II a_ °' cr II ; II _ w II w II L c) v II II v x II II D x w II II w REMOVE ALIT WALL, BATHS, AND B KHEADS WHERE DASIED - EXISTING CL'G T REMAIN II II oe II II y u u II II THE CHANGE OF OCCUPANCY SHALL BE IN COMPLIANCE WITH FBC CHAPTER 9 EXIST./DEMO PLAN REFERENCE ONLY INDEX OF DRAWINGS ARCHITECTURAL C1 - COVER PAGE C2 - GENERAL INFORMATION HC1 - HANDICAP DETAILS A1- FLOOR PLAN A2 - RESTROOM PLANS / INT. ELEVATIONS A3 - SCHEDULES A4 - WALL TYPES A5 - REFLECTED CEILING PLAN A6 - LIFE SAFTEY PLAN A7 - SIGNAGE PLAN E1 ELECTRICAL PLAN E2 NOTES / CALCULATIONS P1 PLUMBING PLAN / NOTES / DETAILS M1 MECHANICAL PLAN FIRE SPRINKLER PERMIT BY OTHERS. THIS OFFICE HAS PREFORMED A STUDY REGARDING THE FUTURE FIRE SPRINKLER DESIGN AND DETERMINED THAT THE COST FOR MODIFICATION TO THE EXISTING SPRKINLER SYSTEM WILL BE LESS THAN $5,000 AND WILL CONTAIN LESS THAN 49 SPRINKLER HEADS IN SPACE t to ENGINEER OF RECORD: LUIS A. LOPEZ FL LICENSE # 9805 1 , l 405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS DRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 [mil J < k m z < z U V) 6� k w O o !- a cn r'n V) Lu L n F J < m � O U J w _ �<_ < z �M� N can Q � ry < w tom; w U V) z rn w a REVISION S/SU BM I TTALS: ID DESC DATE PERMIT SUBMITTAL h2.19.1 DRAWN BY: CHECKED BY PROJECT #: DATE: MSG LUIS LOPEZ C2 12.19.11 OF 13 i �'IW 1 n I I._}£IPII1IIIRR®NI�'�E ILLI+R ARC 1�1111�1I�IIINRA I-� iyiy191i—vlul'I!1wmrf PRI 1#'II IRII r IIIII II 1 q I ' r I1111W lll_ prr '1'1II jr, I I 1 II 1111 1 1 IN 11 if I Ell, ---'(_.TI_-."r CONTROLS AND OPERATING MECHANISMS SHALL BE 4" MA CLEAR Y AMOUNT , OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE \� • TIGHT GRASPING, PINCHING OR TWISTING OF THE LOBBY IICOBRRRA CORRESPONDING GRADE �p O O WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS F — ENGINEER OF RECORD: In TOZ! SHALL BE NO GREATER THAN 5 LBF (22.2n) FAUCETS XIT �� I�COOMPPLYEWiTH"4".27.04 CONTTRIX�LED °NICALLYLUIS A. LOPEZ zo WOMEN a HAND SEAT MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN. FL LICENSE 59 05 z � TOWEL DRYER COVER TOWEL `®, IF SELF CLOSING VALVES ARE USED THE FAUCET # REQUIRED O PERMANENT DOOR . SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS Z a IDENTi ICATION _ W CORRESPONDING GRADE II SIGN �U �� MIRROR < NOTES N o BRAILLE ROOMGN w SOAP LIGHT I� SANITARY 6 t& TACTILE EXIT SIGN INTERNATIONAL �� DISPENSER NAPKIN 1. SEAL AROUND ALL RECESS RESTROOM EQUIPT. TDD SYMBOL LAV TOPS ATPROVIDE IGRAB BARS PROVIDE 16G BACKING AT ALL 6G BACKINGSSORIES D FIG. (A) FIG. (B) 0D v SECURED TO AT LEAST 3 STUDS DOOR IDENTIFICATION SIGNAGE o 3. CAULK AROUND JOINT AT BOTTOM OF TOILET AND CANE HITS POST OR PYLON li WAS ~ FLOOR BEFORE PERSON HITS OBJECT 4. ALL "BOBRICK' SPECIFIED ITEMS MAY 8E AMEN SUBSTITUTED WITH APPROPRIATE ALTERNATE WITH LITERARY BRAILLE STANDARD DIMENSIONS:L DESIGN PROFESSIONAL APPROVAL j Dot Diameter .059 Inches 5. ALL TOILET PAPER DISP. INSTALLED AT 7" MIN. TO PROPORTIONS WASHROOM ACCESSORIES 9" MAX. IN FRONT OF WATER CLOSET 405 MISSION HILL ROAD Inter —Dot Spacing .090 Inches S. BOTTOM OF MIRROR TO BE INSTALLED 38" ABOVE BOYNTON BEACH, FL 33435 Horizontal Separation BETWEEN Cells .241 Inches INTERNATIONAL SIGN OF ACCESSIBILITY FLooR. CANE RANGE PH. 561.602.5003 FIG. (A) FIG. (B) Vertical Separation INTERNATIONAL ACCESSIBILITY Between Celle- .395 Inches INTERNATIONAL SYMBOL OF ACCESS WASHROOM SNTSE 2 CLEARANCE SCALE 3 SYMBOL FOR HEARING EMPAIRED DRAFTING SERVICES BY: NERAL NOTES SEE PLAN TACTILE EXIT SIGN IS REQUIRED IN ADDITION TO ILLUMINATED SIGN ABOVE DOOR AT EXIT DOOR 6" 9" 9" 6" M I C H A E L GARRISON APPROVED SELF —LUMINOUS SIGN (.06 FT. LAMBERTS MIN.) BLOCK CAPITAL LETTERS NOT LESS THAN 6" IN HEIGHT WITH A STROKE OF NOT LESS THAN .75" LETTERS TO HAVE WIDTH OF NOT LESS THAN 2" EXCEPT FOR THE LETTER "I" WITH A SPACING BETWEEN RECESSED FOUNTAINS: 224 DATURA ST. #401 TiERS OF NOT LESS THAN .375" WEST PALM BEACH, FL 33401 CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE .10" ON CENTERS IN EACH CELL WITH .20" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MIN. OF .40' ABOVE THE BACKGROUND 1. WITHIN ALCOVES MINIMUM 63" WIDE. MINIMUM 18" DEEP WHEN DOUBLE 561.835.9744 LETTERS AND NUMBERS SHALL BE RAISED 1 / 32 UPPER CASE. SANS SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE ii BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST .675" HIGH. BUT NO DRINKING FOUNTAINS ARE REQUIRED AND 32" MIN. CUR. WHEN A SINGLE IGHER THAN 2" FOUNTAIN IS PERMITTED. PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHOUT ENCOUNTERING PROTRUDING JECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR. A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO O LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH —TO —HEIGHT RATiO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH —TO —HEIGHT RATION BETWEEN 1:5 AND 1:10. BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH REQUIREMENTS CHARACTERS CONCTRACT WITH THEIR BACKGROUND 9UGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND) AND RECOMMENDATIONS AND COORDINATING WITH THE ARCHITECT. CURTAIN ROD CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE. OR OTHER NON —GLARE FINISH VACUUM TiERS AND NUMBERS 32• CIF �7"'19" 2. SEE TYPICAL ACCESSIBILITY NOTES SHEET SECTIONS 'R" dt "U". BREAKER FOR �NG� PROJECTED FOUNTAINS LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS —SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. (SEC. 1117B.5.6.1) 1. WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN 1. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. (SEC. 111785.6.2) CAN BE PROVIDED BY EITHER IMPAIRED THE FOLLOWING MEANS: S. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE 60" H MINIMUM OF 8" IN HEIGHT. (SEC. 1117B.5.6.3) A. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING 24" LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH —TO —HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH —TO —HEIGHT RATIO BETWEEN 1:5 AND 1:10. (SEC. 1117B.5.3) FOUNTAIN CAN BE OF CONTRASTING COLOR WITH A TEXTURE THAT CONTRASTS [810mm] CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. (SEC. 1117B.5.5) IN RESILIENCY WITH THE ADJACENT FINISHED FLOOR MATERIAL, SO THAT IT SLIDE BAR CHARCTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE X. LOWER CAN BE SENSED BY A CANE, WITH THE TEXTURE EXTENDING FROM THE WALL ASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 11219, THE MINIMUM CHARACTER HEIGHT SHALL BE 3 (SEC. 11178.5.4) D TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING FOUNTAIN AND ONE CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1 /10" ON CENTERS IN EACH CELL FOOT BEYOND EACH SIDE OF THE FOUNTAIN, OR E CLIENT: TH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. (SEC. 11178.5.2) E � ORANGEWOOD 6 MAX ? B. INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO m GN LOCATIONS PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING Z o E a to 1, FOUNTAIN AND TO WITHIN 6 OF THE PATH OF TRAVEL FLOOR FINISH. THERE 1 E a � BAR 11 BUILDERS ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE an N MUST BE 32" CLEAR BETWEEN THE WING WALLS. OR 1O 1O � 1O DENTiFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN "� i ;r, AYS. (SEC. 11178.5.7 do 1127B.3) GENERAL WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.6. SIGNS o SHOWER CONTROL ALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE. INCLUDING AT LEAF DOORS, SIGNS SHALL BE PLACE ON THE ILLUSTRATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES ;n HH TYPE T/P ADDRESS: EAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT THE ONLY. A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTING 11 1105 WEST CIRCLE ST ERSON MAY APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF A DOOR. (SEC. 1117B.5.9) HEIGHT SUITABLE TO PERSONS WITH LIMITED PHYSICAL BENDING ABILITY. �I WARP ENTIRE FLOOR '' AVON PARK FL 33825 ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. �A FOUNTAINS ADJACENT TO THE ACCESSIBLE FOUNTAIN, MAINTAINING MINIMUM CLEARANCES R ''� ASSUMES TOPPING °f BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. NOTED AND AS REQUIRED. PROVIDE TEXTURED AREA OF CONTRASTING COLOR ( I 863.452.6400 TO IDENTIFY WATER FOUNTAIN LOCATION AS NOTED. WHEN FOUNTAIN IS AT iv NTERNATiONAL SYMBOL OF ACCESSIBILITY AN INTERIOR LOCATION, THE TEXTURED AREA SHALL ALSO BE OF DIFFERENT RESILIENCY THAN THAT OF THE ADJACENT FLOOR SURFACE FINISH. SEE STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL REQUIREMENTS. WHITE FIGURE ON BLUE BACKGROUND. COLOR / 15090 ON FEDERAL STANDARD 595A. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. N RAILLE USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL 0.2 INCH SPACE BETWEEN CELLS. J a DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. z Q SIGNAGE SCALE .� DRINKING FOUNTAIN SCALE 4 SHOWER CONTROLS SCALE NTS NTS NTS w 0 0 18" 48" X M W -1 QM[2 NNICONTROL AREA I 'off 54' PREFERRED *1EAE ADJACENT OBSTRUCTION _j Q XNI I '� 48' MINIMUM OR WALL OCCURS — 12' MINIMUM IF DOOR HAS N'* Q • I z I BOTH A CLOSER AND A LATCH Z ^= W XNJ Q X30" z REQUIRED CLEAR SP OL V) j f On �• 2 �. t3 NN lo 10 CLEAR Z Z © PARALLELOAPPROACH OR IS FD SIDE REACHPACE HIGH AND LIMITS � �" MINIMUM Q � NN 10X AC� HIGH FORWARD REACH LIMIT 48' �' W Lij NOTES: 24• v10 137 w •I •I d 1. X SHALL fkE < 25 INCHFS; Z SHALL BE > X. _ • V)i 2. WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. z 3. WHEN X IS 20 M 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. $ ie' MIN. INTERIOR o © MAXIMUM FORWARD REACH OVER AN OBSTRUCTION REMM OEM SPACE 77 SEAT WALL BACK CONTROL WALL DOUR WIDTH PLUS FE MAXIMUM SIDE REACH OVER AN OBSTRUCTION ` 24• MIN. ExiERIDR REVISIONS/SUBMITTALS: te' MN. N1E1iIOR ID DESC DATE SHOWER CONTROLS SCALE CLEAR SPACE SCALE 2r .D PERMIT SUBMITTAL 2.19.1 NTS ie' MMINnru��OR COMPRESSED CARPET 1/4" MAX. BEYOND STRIKE EDGE OF A BELOW THRESHOLD FIN. FLOOR LEVEL V.I.F. (SEE NOTES A do 8) �i GATE OR DOOR ON THE TOWARD 111HICH R SWINGS. THRESHOLD SEE AN 1 " 1/2- M V- NOTES iR 48' MINIMUM PILE HE T 18" MIN. 2'_p. CUTURED MARBEL z + 2" '1 iE��oR FA BETWEEN FLOOR FINISHES BTA1CCKSPLASH OR EQ. 38" (MIN.) GRAB BAR X Cn 24� ( ) < 2!z OF BMao CULTURED MOSAIC LAV AND PULLMAN TOP OR GRAB BAR no,'� ' N N THERMOSTAT 2 • Flo EQ. DRAWN BY: MSG in Q 1 /2" MAX. CULTURED MARBEL FACE. X •F N g , o B Doan WDTH 42' 8" 11 OREQ. MIN. CUR AX. SWITCH CHECKED BY: LUIS LOPEZ MIN. CONT. PIANO HINGE O FLR. SPi►CE 48" MIN. WHEN FRONT 1 MI .WALL MOUNTED PROJECT qjk BB THRESHOLD 1/4" MAX. PANEL DESIGN x ENTRY DOOR OR 60 MINIMUM Z MAGNEiiC CATCH O `, J WHEN SIDE ENTRY DOOR FIXTURE5 DATE: 12.19.1 • 0 18GA. PANEL DESIGN CLEARANCE NOTES: '— " 3'-0' / o 0 8 o I + iv MDFLTYP. O PA Y4 PLYWOOD A. 28" CUR. BETWEEN LAVATORY 1 3'-0" 6 — RAL� -6 WALL OUTLET ,,� �Mp LANDING AT PLAN PESIGN " 2" CUR. AND EDGE OF WATER CLOSET TANK 1 MAX. CL ❑C LEVEL CHANGES s PLAs. LAM. 5/8 HINGED UD WHEN TANK WATER CLOSET c PANEL (OPT: PROTECTIVE OCCURS. TP z � .I � !>IOffg •as PIPING BOOT) �18' MIN. CLEAR B. 2 "MIN. CUR. TO EDGE OF BOWL r' I 1. CLEAR SPACES MUST BE LEVEL. TO PREVENT ■IEMOM 24" PREFERRED WHEN FLUSH VALVE WATER CLOSET FROM IIITHE �� *M 1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL OCCURS. (28" MIN. CUR. BETWEEN � K OR �µ THE DOOR. 1/4' PER FOOT 5 CHANGE AT EDGE. LAVATORY TO FURTHEST PROTRUDING SIDE WALLS REAR WALLS PLATE HEIGHTS 2 1 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER PLAN EDGE OF WATER CLOSET, TYPICAL) 2. WMIX DOORS OPEN ONTO, BUT NOT INTO A CORRIDOR, 1HE 1/4" VERTICAL LEVEL CHANGE. REWW LM AREA BEYOND TIE DOORS MAY BE A MINIMUM OF C. PROVIDE PRIVACY DOOR LOCK FLOOR MOUNTED 4r. FOR ADDITIONAL INFORMATION. SEE APPUCABIE NOTES ON 3. 1/4" MAXIMUM VERTICAL LEVEL CHANGE. WHEN IT IS A PRIVATE TOILET OR TIPICAI ACCESSIBILITY NOTES SHEET. SCALE SCAB FOR UNISEX USE. FIXTURES SCALE SCALE THRESHOLDS NTS ADA LAV NTS g RESTROOM NTS 1 Q SWITCH HEIGHTS NTs 11 OF 13 DOOR APPROACH SCALE NTS R*A Z a z LL J z Ld Q Q I V) LEI FE FE n a EX. F WEIGHTS 000 105 F4 B1 C2 I W1 P.. ANYTIME FITNESS METAL WALL LOGO LOCATION NORTH — PARKING 102 EX. D OR TO MAIN F G.C. SHALL FAMILIARIZE HIM/HERSELF W/SITE AND COVER ALL EXPOSED WALL SURFACES W/ .5" DRYWALL INCLUDING EXPOSED STL. COLUMNS T.O. MIRROR ® 7' A.F.F. MIRROR 6' TALL - BUTT JOINTS CONTINUE RUBBER FLOOR UP WALL TO BOTTOM OF MIRROR HOLD OFF MIRROR 6" OF CORNERS TYP STRENGTH TRAINING 104 F1 B1 C2 W1 �� .. ► �, �,.. �� .. � ,,1,�• �, [iir III m© s EX. WINDOWS/DOOR TO REMAIN EX. WINDOWS/DOOR TO REMAIN I I P.5 F STOR. 11 F 109a m II 10'-0" II F7 B1 II C4 W2 A P.5 •� I I 101 > T.3/P.5 P.2 A A I d 5 UNISEX L, a 110 a 102 EX. D OR TO MAIN U) N N a I m � P.5 a rro IT./P.3 ` PROP. 1-1 10'-0" alm M OMEN 101'22,2 B4 I ~ a c4 wz ^ A H ALL 108 In 112 101 10'-0" 10'-0" 22,2 B4 F7 81 C4 W2 a O OP. WC T.3/P.5 . 04 C4 T.3/P.5 a. a: d P.s a A ANNING N 111 10'-0" A F7 B1 C4 W1 T. /P.5 �n a' 101 I > ~ L a a 'k MEN rn 107 ~ ip: 10'-W 22,2 B4 A A C4 W2 A P.5 T.3/ .3 PROP. WC P.2 •r II ----- P.2 I) DF 8'-7" 1140 5'-0" 9'-0" I 0 o FUNCTIONAL TRAINING 'o J N m 106 I a I Z t° Fa m 3 v 3 J F16 1 C2 n- m MIRROR — NOTE ABOVE �I P �'- n A 4" c P.5 14'-0" � I xo 00z a a MANAGER ww in of 0I 113 o 'n a F1 131 I `f A 101 0 4" j, I 11 0 MEMBER LOBBY °' 102 o� -' 9 11'-4" 3 z F7 B1 a • C2 W1 a F N n AUGN a ui ir o FE WULL a w F P.5 cnw3. Z � 3 EX. WINDOWS/DOOR TO REMAIN SOUTH — COVERED WALK LOGO' WA L TO 9'-0" SEE DESI N MANUAL) WC.1 ST.1 II I I'-0" C.. 4'-0" 7'-5" IIIr II I GUEST LOBBY II 101 II F7 B1 II C2 W1 II i 16, i WINDO OOR 0 REMAIN 102 i P.5 It IL IEXI H Z Q z Ld W a 0 Q I U) Q W z W W ce O� F Ca. � z W wl� zz N � N WEE ENGINEER OF RECORD: LUIS A. LOPEZ FL LICENSE #59805 r 405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 LIENT: ORANGEWOOD BUILDERS DDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 J Q z Q O � th vvi ��M W amp � 0JN i a Nnm Q �r.,a W O N Q � W 2 V) REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 2.19.1 DRAWN BY: CHECKED BY: PROJECT #: DATE: MSG LUIS LOPEZ 12.19.1 Al PROPOSED FLOOR PLAN SCALE: 1/4' = 1'-0' OF 13 ENGINEER OF RECORD: z 0 :1. BOTT SUSPENDEI 5.5" 1 W/.! 3.625" 1 W/.: GRAPHIC WALL CONCEPT SCALE: ,ir - ,•-o• 7'-9" MIN. CHECK PLANS FOR ACTUAL DIMS. MOISURE RESISTANT GWB PAINTED SHOWER o TILE FULL HGT. op t7 18X3 SFC MNT. MIRROR BEVELED EDGES CESSED P. TOWEL AND TRASH UNIT (S.S.) ADA HGT. TILE COPING HOWER CONTROLS. Bola e tD I `p z TILE WALL 5 N SEE FINISH SCHED j� T.P TILE ALL INSULATE I SEE F INISH SCHED PIPES BATHROOM ELEV. SCALE: , fir = r—o• �4• `^�■`�1w��i i■i■i 71 �r \— i2w RECESS SOLID LOGO WALL CONCEPT SCALE: 1/2" = 1'-O BATHROOM ELEV. SCALE: I/2' = 1'-0' A A" \II\I EN LAF SCALE: 1 /1 = 1 -U 'S SHELVES MERCHANDISE ;H PER DESIGN MANUL LUIS A. LOPEZ FL LICENSE #59 05 i 405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 DRAFTING SERVICES BY: MICHAEL GARRISONI 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS DRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 J a z a V) W 0 Q to (A O�M W am� � w w U V) z 0 W REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 DRAWN BY: CHECKED BY - PROJECT it. DATE: MSG LUIS LOPEZ 12.19.1 IV �FA& um, PAINT SCHEDULE SEE DESIGN MANUAL FOR PREFERRED VENDORS FINISH SCHEDULE ROOM NAME ROOM # 101 8,-0„ FLOOR md CEILING F FLOOR B CAP - MFGR: CRAFT -- : DAZZLE 10119, 1 MONOLITHIC INSTALLATION RECOMMENDED, QUARTER TURN ACCEPTED - 1 CA1 COLOR: 00512 EXQUISITE -- EARTH SCHEME 2 2 CARPET 2 -- MFGR: PATCRAFT -- STYLE: Z6418 TOO HANDSOME 3 CAW EW24, BRICK INSTALLATION REQ. -- COLOR:00556 SHOW OFF -- FUSION SCHEME 3 CARPET 3 - MFGR: PATCRAFT -- STYLE: DAZZLE TILE 10119, 4 CA1 MONOLITHIC INSTALLATION RECOMMENDED, QUARTER TURN ACCEPTED - COLOR: 00307 FLAMBOYANT -- CLASSIC SCHEME 4 RUBBER 1 - MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR GI -AR DGAMI IT f`DI INIf`u __ P'AATW Cf`I PUP CEILING HEIGHT BASE WALLS -6 I BASE 1 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 167 FUDGE -- EARTH SCHEME BASE 2 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 20 CHARCOAL -- FUSION SCHEME BASE 3 -- MFGR: JOHNSONITE -- STYLE: 4" VINYL COVE -- COLOR: 40 BLACK -- CLASSIC SCHEME BASE 4 -- MFGR: CROSSVILLE -- STYLE: 6"X6" OR 120X12" COTTO AMERICANA -- COLOR: AV173 RED -- GROUT. BOSTIK TRUCOLOR SUMMER WHEAT 150 -- TOILET & INSIDE SHOWER WALLS -- USE COORDINATION BULLNOSE FOR WAINCOT CAP AND AT EXTERNAL CORNERS -- USE COORDINATING COVE BASE WHERE REQURIED -- ALL SCHEMES RF1 EL46 GRIPPIN GREY -- FUSION SCHEME C CEILING 6 RF1 RUBBER 3- MFGR: ECORE -- STYLE: EVERLAST ROLL -- COLOR EL09 PUMPIN PURPLE -- CLASSIC SCHEME 7 PORCELAIN TILE 1 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS103 GIALLA -- GROUT: BOSTIK TRUCOLOR 1 CEILING 1 - OPEN EXISTING -- PAINT T1 ALMOND H153 -- EARTH SCHEME 2 -- CEILING 2 EXISTING CEILING TILES -- PAINT 8 T1 PORCELAIN TILE 2 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS100 ALMOND -- GROUT. BOSTIK TRUCOLOR ALMOND H153 -- FUSION SCHEME 3 CEILING 3 -- DRYWALL CEILING -- PAINT 9 Tl PORCELAIN TILE 3 - MFGR: CROSSVILLE - STYLE: STRONG SERIES 12X12 -- COLOR VS100 ALMOND -- GROUT. BOSTIK TRUCOLOR ALMOND H153 -- CLASSIC SCHEME 4 CEILING 4 - NEW 2'X2 OR 2'X4' (SEE PLAN)' -- MFGR: ARMSTRONG -- STYLE: CONCEILED EDGE W WALLS /VERTICAL SURFACES 10 VCT1 VCT 1 - MFGR: ARMSTRONG -- STYLE: STANDARD EXCELON IMPERIAL TEXTURE -- COLOR: 57500 PURPLE BROWN EARTH SCHEME 1 GYPSUM WALL BOARD -- PAINTED 11 VCT 2 - MFGR: ARMSTRONG -- STYLE: STANDARD EXCELON 2 MOISTURE RESITANT GYPSUM WALL BOARD FULL HEIGHT -- PAINTED VCT1 IMPERIAL TEXTURE -- COLOR: 51915 CHARCOAL -- FUSION SCHEME 12 VCT 3 - MFGR: MANNINGTON -- STYLE: TECCARE -- COLOR: 616 3 ST1 CULTURED STONE 1 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: TULE DESERT -- EARTH SCHEME VCT1 CRYSTAL ROSA -- CLASSIC SCHEME 13 VP1 VINYL PLANK 1 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- COLOR: LP6-06 MEDIUM WALNUT -- EARTH SCHEME 14 Vp1 VINYL PLANK 2 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- COLOR: LP6-01 WARM BEECH -- FUSION SCHEME 4 ST1 CULTURED STONE 2 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: SILVER -- FUSION SCHEME 15 Vp1 VINYL PLANK 3 -- MFGR: ESTRIE FLOORING -- STYLE: TECCARE -- COLOR: LP6-01 WARM BEECH -- CLASSIC SCHEME 5 ST1 CULTURED STONE 1 -- MFGR: VENEERSTONE TEJAS TEXTURAL STONE -- STYLE: IMPERIAL STACKED STONE -- COLOR: TULE DESERT -- CLASSIC SCHEME 16 VP2 CUSION BACKED VINYL PLANK 1 - MFGR: GERBERT LIMITED ECORE -STYLE: RXCT - COLOR: SPF1823 ANTIQUE OAK - EARTH SCHEME 17 VP2 CUSION BACKED VINYL PLANK 2 - MFGR: ECORE -STYLE: RXCT - COLOR: 2001 GRAND MAPLE - FUSION SCHEME 6 WC1 WALLCOVERING 1 -- LOGO WALL -- MFGR: TRIKES -- STYLE: LANARK BUNGALOW -- COLOR: MS-710-02 MOCHA JAVA -- EARTH SCHEME 18 VP2 CUSION BACKED VINYL PLANK 3 - MFGR: GERBERT LIMITED ECORE -STYLE: RXCT - COLOR: 2001 GRAND MAPLE - CLASSIC SCHEME 7 WALLCOVERING 2 -- LOGO WALL -- MFGR: TRIKES -- STYLE: LANARK BUNGALOW -- COLOR: MS-710-02 MOCHA JAVA -- FUSION SCHEME 19 WOOD FLOORING 1 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR: WF1 303N19EK5LKWO OAK MOCHA - EARTH SCHEME WC1 20 WF1 WOOD FLOORING 2 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR:8 303N15AP50KWO MAPLE - FUSION SCHEME WC1 WALLCOVERING 3 -- LOGO WALL -- MFGR: COLOUR AND DESIGN -- STYLE: SONZI -- COLOR: V47664 ROYAL PLUM -- CLASSIC SCHEME 21 WF1 WOOD FLOORING 3 - MFGR: KAHRS -STYLE: ACTIVITY FLOOR - COLOR 303N15AP50KWO MAPLE - CLASSIC SCHEME 9 WC2 WALLCOVERING 4 -- GRAPHIC WALL -- CUSTOM GRAPHIC -- GRAME W/ MIN. OF 2.25" WOOD FRAME FINISHED P3 - CONTACT "IN STORE GRAPHICS AND DISPLAYS" 952.746.8940 -- CORDINATE THEME 22 TOILET ROOM FLOOR 1 - MFGR: CROSSVILLE - STYLE: 6X6 OR 12X12 COTTO AMERICANA -- COLOR: AV172 TAN -- GROUT: BOSTIK TRUCOLOR ALMOND 153 -- ALL SCHEMES 23 SHOWER FLOOR 1 - MFGR: CROSSVILLE - STYLE: 2X2 COTTO AMERICANA -- COLOR: AV172 TAN -- GROUT: BOSTIK TRUCOLOR ALMOND 153 -- ALL SCHEMES 241 ACID WASHED COLORED STAINED FLOOR DOOR SCHEDULE MARK DOOR SIZE (W.xH.xT.) MAT'L TYPE LABEL NOTES 101 3'-0" X 7'-0" WD SC - 1 3/4" SOLID CORE WOOD FLUSH W/CLOSER 102 EXIST 3'-0" X 7'-0" EXIST EXIST - EXIST. EXIT DOOR - VERIFY/PROVIDE PANIC HARD. ® EXITS 103 EXIST. 6'-0" X 7'-0" GL EXIST - EXIST. EXIT DOOR - VERIFY/PROVIDE PANIC HARDWARE 104 PR. 3'-0" X 7'-0" WD GL 11 3/4" SOLID CORE - 1 LITE FRENCH DOOR - CLEAR TEMP. GLASS - CLOSER LEGEND: DOOR NOTES AL ALUMINUM 1. ALL GLASS SHALL BE TEMPERED AL/GL ALUMINUM & GLASS 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED DBL DOUBLE DOORS 3. STOREFRONT DOOR AND WINDOWS SHALL HAVE CLEAR ANODIZED FINISH HM HOLLOW METAL 4. HOLLOW METAL DOOR FRAMES SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR 5. HOLLOW METAL DOORS SHALL BE PAINTED TO MATCH ADJACENT WALL COLOR. SOLID CORE MAPLE WD WOOD 6. ALL DOORS SHALL BE SEALED (CLASSIC AND FUSION) , STAINED (EARTH) TO MATCH FINISH OF CASEWORK FG FIBERGLASS 7. ALL EXIT HARDWARE SHALL CONFORM TO NFPA REQUIREMENTS - EXTERIOR DOORS SHALL HAVE MAX 8.5 LB EFFORT AND INTERIOR DOORS SHALL HAVE LB EFFORT TO OPEN - ALL HARDWARE SHALL BE LEVER TYPE MOUNTED AT 36" A.F.F. - PROVIDE 10" HIGH KICKPLATE ALL DOORS TYP B. ALL STOREFRONT (INT AND EXT) DOORS AND WINDOWS SHALL BE FACTORY FINISH - WHITE PREFERABLY DOOR TYPES 4 r 0 z x M GL OOR # DWARE SET EARTH SCHEME MANUFACTURER COLOR/NUMBER COLOR/NUMBER P-1 6505 ACCENT COLOR ® BACK WALL OF FUNCTIONAL TRAINING (FLANKING LEFT SIDE OF TOILET BLOCK). SEPERATE FROM OTHER ACCENT COLORS ATMOSPHERE P-2 SHERWIN WILLIAMS 6095 ANCHOR COLOR ® PERMITER OF TOILET BLOCK AND TANNING TOASTY P-3 SHERWIN WILLIAMS 6130 SUPPORTING COLOR ® BACK WALL OF FREE WEIGHTS AND TANNING (FLANKING FIRGHT SIDE OF TOILET BLOCK) AND SIDE WINDOW WALL. ALSO SOFFIT/EDGE MANNERED GOLD COLOR (W/EXPOSED STRUCTURE PAINTED WHITE) AND ® TOILET ROOMS ON TOILET AND SINK WALL - P-5 ON ALL OTHER WALLS P-4 SHERWIN WILLIAMS 2028-40 ACCENT COLOR ® SIDEWALL OF FREE WEIGHTS AND CONTINUING TO BACK WALL OF OFFICES. SEPERATE FROM OTHER ACCENT COLORS. AREA OF ACCENT COLOR TO PEAR GREEN BE APPROXIMATELY 25% SMALLER THAN OTHER COLORS P-5 SHERWIN WILLIAMS READY MIXED NEUTRAL COLOR 0 WINDOW WALL, INSIDE AND OUTSIDE FREE OF STANDING WALLS OF OFFICES, AND INSIDE WALLS OF TANNING NAVAJO WHITE P-6 SHERWIN WILLIAMS 2166-30 SUPPORTING COLOR ® BACK OF INSPIRATION AND LOGO WALLS AND BACK AND SOFFIT OF GRAPHIC WALL. BRONZE TONE P-7 SHERWIN WILLIAMS CHALKBOARD PAINT ® INSPIRATION WALL (PROVIDE PURPLE CHALK) 307/BLACK FUSION SCHEME MANUFACTURER COLOR/NUMBER COLOR NUMBER P-1 SHERWIN WILLIAMS 6505 SUPPORTING COLOR ® FRONT WINDOW WALL AND ® TOILET ROOMS ON TOILET AND SINK WALL - P-5 ON ALL OTHER WALLS. THIS COLOR SERVES TO COOL THE ATMOSPHERE PALETTE AND MAINTAIN BALANCE P-2 SHERWIN WILLIAMS 7020 SUPPORTING COLOR AT SIDWALL OF FREE WEIGHTS AND CONTINUING TO BACK WALL OF OFFICES. ALSO SOFFIT/EDGE COLOR (W/EXPOSED STRUCTURE PAINTED BLACK FOX WHITE P-3 SHERWIN WILLIAMS 6558 ACCENT COLOR AT BACK AND SOFFIT OF GRAPHIC WALL AND BACK OF LOGO AND INSPIRATION WALL PLUMMY P-4 SHERWIN WILLIAMS 7016 ANCHOR COLOR ® PERIMETER OF TOILET BLOCK AND TANNING MINDFUL GRAY P-5 SHERWIN WILLIAMS 7014 NEUTRAL COLOR ® BACK WALL OF FREE WEIGHTS AND TANNING (FLANKING ONE SIDE OF TOILET BLOCK) AND EXTERIOR OF OFFICES. ALSO AT SIDE WINDOW WALL EIDER WHITE AND INTERIOR'S OF OFFICES; TANNING, AND BATHROOMS (3 OF 4 WALLS) P-6 SHERWIN WILLIAMS CHALKBOARD PAINT ALTERNATE TO WC-3 ® INSPIRATION WALL (PROVIDE PURPLE CHALK) 307/BLACK CLASSIC SCHEME MANUFACTURER COLOR/NUMBER COLOR/NUMBER P-1 SHERWIN WILLIAMS 6711 ANCHOR COLOR ® PERIMETER OF TOILET BLOCK AND TANNING. ALSO AT INTERIOR OF OFFICES. STRONT COLOR USED TO DRAW THE EYE INTO THE SPACE. PARAKEET P-2 SHERWIN WILLIAMS 6356 SUPPORTING COLOR AT SIDE WINDOW WALL, BACK OF INSPORATION WALL AND BACK AND SOFFIT OF GRAPHIC WALL. ALSO SOFFIT/EDGE COLOR (W/EXISTING COPPER MOUNTAIN STRUCTURE PAINTED WHITE) AND ACCENT BATHROOM WALL AT TOILET ROOMS ON TOILET AND SINK WALL - P-4 ON ALL OTHER WALLS P-3 SHERWIN WILLIAMS 6895 ACCENT COLOR AT SIDEWALL OF FREE WEIGHTS CONTINUING INTO OFFICES. COLOR USED AS A POP OF BOLDNESS LAYERED BEHIND NEUTRAL LAUGHING ORANGE P-4 SHERWIN WILLIAMS 7035 NEUTRAL COLOR AT FRONT WINDOW WALL AND BACK WALL FLANKING TOILET BLOCK/TANNING (3 OF 4 BATHROOM WALLS) ALSO AT BACK OF LOGO WALL AND AESTHETIC WHITE OUTSIDE OF OFFICES. COLOR USED AS RELIEF BETWEEN BOLDER ADJACENT COLORS P-5 SHERWIN WILLIAMS CHALKBOARD PAINT ALTERNATE TO WC-3 ® INSPIRATION WALL (PROVIDE PURPLE CHALK) 307/BLACK PAINTING NOTE: PROVIDE PRIME + 2 COATS OF SEMI GLOSS, LOW VOC PAINT PER SCHEDULE ABOVE. DO NOT SUBSTITUTE BRANDS FOR COLOR MATCHING. HARDWARE SCHEDULE 0 H 00 ~QQww 0inN0 D: WpO YIn 0 z= V) W M vU Z Ct U n _V)w am0 my a _mz w aawzo N w v c O= i o - a D al- w 0 O REMARKSi a ppa om QOn11 av w 0 _j N- zQ 1 X AGR ONL W X X X X ® MGR + TRAINER 2 X W X X X X O ALL BATHROOMS 3 X W X X X X ® TANNING 4 X W X X O STORAGE/MECH 5 W X X X ® GROUP EXERCISE 6 X X F I X I X X 1 X EXT. DOOR NOTE: 1. ALL EXIT DOORS TO HAVE HARDWARE AS PER APPLICABLE CODES. 2. EXISTING DOORS TO REMAIN OPERABLE SHALL HAVE ELECTRINIC DOOR STRIKES ADDED AS PART OF THE SECURITY SYSTEM TO BE PROVIDED & INSTALLED BY OWNER. CONTRACTOR SHALL PROVIDE & INSTALL PADDLE - TYPE EXIT DEVICE ON OPERABLE 3-REQUIRED). CONTRACTOR TO ADJUST AND REPAIR EXISTING HARDWARE TO MAKE DOORS FULLY OPPERABLE. 3. FINISH SHALL BE BRUSHED NICKEL ENGINEER OF RECORD: LUIS A. LOPEZ FL LICENSE #59805 i P 405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS DDRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N O J a z a 0 0 Lo 0 m_ L) W Z NMI Q n� w w W w N Q w �.i 10 W V) z 0 0 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.1 DRAWN BY: CHECKED BY: PROJECT #: DATE: MSG LUIS LOPEZ A3 12.19.11 ENGINEER OF RECORD: LU I S A. LOPEZ FL LICENSE #59805 BOTT. OF BOTT. OF BOTT. OF ROOF DECK ROOF DECK ROOF DECK Ile PAINT WHI WHERE EXPOSED PAINT WHITE WHERE EXPOSED PAINT WHITE WHERE EXPOSED 25GG CONT. AL TRACK /, FASTENED TO EACH R JOIST 405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 MEMO OF EXIST. BAR JOIST "'"OTTOM OTTOM OF EXIST. BAR JOIST "OTTOM OF EXIST. BAR JOIST DRAFTING SERVICES BY: A.C.G. WHERE APPLICABLE EXISTING. A.C.G. 25GG CONT. METAL TRACK SEE PLAN FOR HEIGHT SEE PLAN FOR HEIGHT FASTENED TO EACH BAR JOIST M I CH AEL GARRISON A.C.G. WHERE APPLICABLE SEE PLAN FOR HEIGHT 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 25GG CONT. METAL TRACK FASTENED TO EACH BAR JOIST 1 /2". GYP. BD. BOTH SIDE 1 /2". GYP. BD. BOTH SIDE 1 /2". GYP. BD. BOTH SIDE PROVIDE MOISTURE RES. GYP. BD PROVIDE MOISTURE RES. GYP. BD. PROVIDE MOISTURE RES. GYP. BD. WITHIN 72" OF WATER SOUR WITHIN 72" OF WATER SOURCE WITHIN 72" OF WATER SOURCE 25G 3 5/8" MTL O 16" C. 25G 3 5/8" MTL O 16" O.C. 25G 3 5/8" MTL O 16" O.C. PROVIDE R-11 BATT INSUL ON PROVIDE R-11 BATT INSULATION PROVIDE R-11 BATT INSULATION CLIENT: ORANGEWOOD BUILDERS NC. FLR FASTENE O 2'-0" O.C. MAX. CONC. FLR. ASTENERS O 2'-0" O.C. MAX. CONC. FLR FASTENERS O 2'-0" O.C. MAX. (SEE R FIN. SCH.) & WITHIN OF ENDS (SEE RM. FIN. SCH.) & WITHIN 2" OF ENDS (SEE RM. FIN. SCH.) & WITHIN 2" OF ENDS ADDRESS: 1105 WEST CIRCLE ST /T\ AVON PARK, FL 33825 863.452.6400 WALL TYPE C WALL TYPE B WALL TYPE A N N O SCALE: NTS SCALE: NTS SCALE: NTS J Q 0 Z En O � W M W Qm� � OJJ6J wx BOTT. OF ROOF DECPA BOTT. OF ROOF DECK WDoJ F- , � Z Q Z US � = w Z � w � \ T WHITE WHERE EXPOSED I PAI WHITE WHERE EXPOSED I N `. I - -BOTT- O OF EXIST. ROOF DECK a BOTT. OF UNFINIS METAL w UCTUR w 2 W V) N Z C9 W C PROVIDE MTL STUD BLOCK' O ALL HORZ. BD. EDGES J L REVISIONS/SUBMITTALS: ID DESC DATE SUSP. CEIUN (SEE RM. FIN. SCH.) C.G. ERE APPLICABLE PERMIT SUBMITTAL 2.19.1 .C.G. WHERE APPLICABLE A.C.G. WHERE APPLICABLE w E P N FOR HEIGHT o EE PLAN FOR HEIGHT W SEE PLAN FOR HEIGHT N w o c R-11 BATT INSUL. (FULL HT.) FIRE SEAL ALL PENETRATIONS C CA N WHERE NOTED BELOW TO MAINTAIN 1 HR RATED ASSEMBLY W � 0 v SEE UL. DTL. FOR ALTERNATES THIS INCLUDES PERIMETER O t� " SH TO INCLUDE 1/2 GYP. BOARD OVER 0 FINISH TO INCLUDE 1/2" GYP. BOARD OVER UNEVEN SURFACES. z z " FINISH INCLUDE 1/2 GYP. BOARD OVER in 3.6 25G METAL FURRING STUDS O 24" O.C. N 7/8" 25G METAL FURRING STUDS O 24" O.C. D 7/8" 25G ETAL FURRING STUDS O 24" O.C. OVER ONCRETE WALL - FULL HEIGHT!!! OVER CONCRETE WALL - FULL HEIGHT!!! OVER 8 X 8 16 GROUTED CMU WALL NOTE: PROM 1 /2" MOISTURE RESISTANT GYP BD. NOTE: PROVIDE 1 /2" MOISTURE RESISTANT GYP BD. vWALL FULL HEIGHT I WET AREAS (72" OF WATER SOURCE) FULL HEIGHT IN WET AREAS (72" OF WATER SOURCE) SHALL COM Y WITH U.L. DESIGN # 5/8" TYPE "X" GYP. BD. - 0 U-914 (3 HOUR R NG) - SEE U.L. DETAIL DRAWN BY: MSG LAYER EA. SIDE -SEE UL DE T L A FOR MORE SPECIFICDNS FOR ALTERNATE G.B. ES CHECKED BY: LUIS LOPEZ FASTEN METAL FURRING STRIPS TO CMU W/ FASTEN META. FURRING TRIPS TO CMU W/ 1.25" N / 6" MASONRY SCREWS" FASTS GYP BD. TO FURRING W/1 LONG 3 5/8" 25G MTL STUDS O O.C. WA SHALL COMPLY WITH U.L. DESIG U-465 (1 HOUR 1.25 X 3/16 MASONR CREWS" FASTEN GYP BD. TO FURRI W/1 LONG PROJECT #: .. SELF TAPPING SCRE O 8" O.C. SELF TAPPING SCREWS O 8" O.CC. SELF TAPPING SCREWS O 8 DATE: 12.19.1 SET BOTT ACK IN RATING) SEE U.L. DETAIL FOR .C. EXIST. CMU EXIST CMU FULL BED SEALANT MORE SIP IFICA71ONS 8 X8X16 CMU W/3/8" MORTAR ED ONC. FLR.-----CONC. FLR. CONC. FLR. ASTENERS 2'-0" O.C. MAX.—CONC. FLR. (SEE RM. FIN. SCH.) (SEE RM. FIN. SCH.) (S RM. FIN. SCH.) & WITHIN 2" ENDS (SEE RM. FIN. SCH.) mm�6 4\ WALL TYP E G WALL TYP E F WALL TYPE E WALL TYP E D 7-OF 13 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS MM PENDANT HUNG LIGHT FIXTURES LESS THAN 20 POUNDS MAY BE RIGID VERTICAL STRUT BY "DONN 1 /2" CLR. SUPPORTED DIRECTLY TO CEILING RUNNERS 12 GA. WIRES SPLAYED IN 4 CORPORATION' / POP RIVET RUNNER TO 1"X1" NOTES: DIRECTIONS 90' APART 012'-0" STRUCTURAL JOIST j TRIM P SHEET METAL SCREW OR ENGINEER OF RECORD: O.C. EACH WAY — LIGHT SUPPORTED FIXTURESTOBE GIRDER FLUSH CEILING PANEL C APPROVED FASE TO B� CUP ATTACHING LU I S A. LOPEZ SPLAY WIRES ALWAYS STRUCTURE ABOVE BY ® JOISTj.GIRDER RUN IN DIRECTION OF TWO WIRES BRACE WIRE (TEST FOR 440 B FL LICENSE #5 805 MAIN OR CROSS RUNNER. CADDY -CORNER. LBS) 12GA (45' MAX) FREE--ED Q FIXTURE WEIGHT <56 LBS. USE 12GA. SPLAY WIRES ALWAYS HANGER WIRE TEST HANGER WIRE CONNECTED FROM THE 8GA. VERTICAL WIRES N5 ( / A FIXTURE HOUSING TO STRUCTURE CONNECT TO MAIN FOR 20OLBS) #BGA. / ABOVE THESE WIRES MAY SLACK. RUNNER 0 4 -0 O.C. EA. WAY - TYPICAL 'c CROSS RUNNER WEB MEMBERS 8" MAXIMUM #12 GUAGE HANGER WIRE B © FIXTURE WEIGHT 56 LBS OR MORE j INSTALL PER DETAIL SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY {' NOTE: SADDLE TIE APPROVED HANGERS. PROVIDE CALCULATIONS AND DETAILS. VERT. STRUTS TO RESIST � o #12GA. SPLAY WIRE RUNNER FORCE FROM BRACING WIRESCOUSTICAL TILE I di LIGHT FIXTURE 405 MISSION HILL ROAD ARE REAT HORIZ VERTICAL MAXAX. CEILING- . BOTTOM CHORD CEILING PANEL TYPFLUSH CEILING BEACH, FL 33435 NG om PANEL A 12GA. HANGER WIRE SHALL ATTACH PH. 561.602.5003 ❑D RESTRAINT POINTS NOT MORE MAIN RUNNER � 24"X24" OR 24"X48" AT OPEN -WEB WOOD THAN 12' 0/C, 6' MAX. FROM ASFF �Q SEE PLAN JOISTS BRACE WIRE BRACING WIRE POP RIVET RUNNER TO TRIM THE GRID MEMBER TO THE WALL 1 PARALLEL TO JOIST111-411111111liH 1 "X1" TRIM ATTACHED TO STRUCTURE ABOVE WITHIN 3" OF EACH CORNER OF EACH FIXTURE TYP. CROSS RUNNERS TYPICAL LAYOUT HANGER WIRE FIN. WALL WITH TYPE "S" TANDOM FIXTURES MAY UTILIZE DRYWALL SCREWS COMMON WIRES. DRAFTING SERVICES BY: ... m SYMBOL LEGEND I m I I m I I ONE HOUR FIRE RATED WALL TWO HOUR FIRE RATED WALL THREE HOUR FIRE RATED WALL FOUR HOUR FIRE RATED WALL — —� — — MAX TRAVEL DISTANCE TO REACH AN EIgT EXIT DIRECTION OF TRAVEL 04 FIRE ALARM / HORN e EXIT LIGHT EMERGENCY LIGHTS (SEE ELECTRICAL DWGS.) F.E. ® FIRE EXTINGUISHER 0 FIRE HOSE CLOSET NOTE No. 1: FACP LIFE SAFETY F/A COMMAND CONSOLE © MANUAL PULL STATION OO IONIZATION SMOKE DETECTOR OO E SMOKE/HEAT PHOTOELECTRIC DETECTOR FOR ELEVATOR CAPTURE (CEILING MOUNTED. ® SMOKE/HEAT DETECTOR Qf14 DUCT SMOKE DETECTOR STAIR SPEAKER HORN OO HEAT DETECTOR STROBE LIGHT ® ELEVATOR WARNING LIGHT 'DO NOT USE ELEVATOR' © CONTROL MODULE FOR ELEVATOR CAB RECALL ® MONITOR MODULE FE = PROVIDE ONE CERTIFIED 2A-10BC FIRE EXTINGUISHER FOR EACH 3000 SQ.FT. AND WITH MAXIMUM TRAVEL DISTANCE TO REACH OF 75'. TOP NOT TO EXCEED 5' ABOVE THE FLOOR. NOTE No. 2: EACH EMERGENCY LIGHTS SHALL BE TIED TO LIGHTING CURCUIT IN SAME ROOM OR AREA AS LOCATION OF FIXTURE PER NEC-700-12 EMERGENCY LIGHTS SHALL HAVE BATTERY BACKUP & BE IN A FULLY RECESSED CABINET LIFE SAFTEY PLAN SCALE: 1/6" = 1'-0' EXIT ^ EMER. ®G TYP F.E. EXIT LIGHT WEIGHTS 000 105 aF4fik I- z Q = z LLJ NOTE: w ALL EXTERIOR DOORS SHALL HAVE PANIC F- w HARDWARE TO MEET THE LATEST z REQUIREMENTS OF THE LIFE SAFTEY CODE W AND ADA STANDARDS. Q ALL DOORS SHALL HAVE LEVER TYPE WITH SELF CLOSER. 0 ALL DOORS SHALL REMAIN UNLOCKED Q DURING BUSINESS HOURS. F*E• OCCUPANCY SENSORS SHALL INSTALLED THROUGHOUT ENTIRE SPACE (n Ld KEEP DOOR LOCKED - NO EXIT NORTH - PARKING STRENGTH TRAINING 104 l l'-4" F1 81 C2 W1 gym* i111r�� EMER. T TYP LI EXIT LIGH TYP� F n EMER. U UNISEX 110 `4 10'-0w 22.2 B4 C4 W2 TANNING Ill 10'-Ow F7 B1 C4 Wl EMER. TRAVEL DISTANCE = 69' TRAVEL DISTANCE = 54' WE"- EXIT LIGHT TYP TYP 0 1 0 N II a z w 0 Q w 0 ENGINEER OF RECORD: LUIS A. LOPEZ FL LICENSE #59805 405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 STOR. 109 10'-0"A- F7 I B1 C4 W2 DRAFTING SERVICES BY: J WOMEN H A w 108 112 10'-0" 10'- 22.2 B4 F7 1 C4 I W2 of MEN 107 Q 10--Ow 22.2 B4 LIGHT C4 W2 w ® w w IN FUNCTIONAL TRAINING 106 l l'-4w F16 B1 C2 I Wl MANAGER 113 l l'-4w F1 I B1 EMBER LOBBY 102 I GUEST LOBBY 1l'-4w I 101 F7 I Bl ll'-4" C2 I W1 F7 B1 EXIT JLIHT TYP EXIT LI HT TYP C2 W1 EMERT TYP F.E. F.E. EMERA.T TYP I EXIT I EXIT K SOUTH - COVERED WALK z Q z Lv z Ld a n Q I W MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 ENT: ORANGEWOOD BUILDERS DRESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N O N Q D z a 2 6 (A O w cn U) V) O�M W Qme o�vi Z N� Q w o W N v Q cr Q W ",dm W 2 V) REVISION S/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 DRAWN BY: CHECKED BY: PROJECT IF DATE: MSG LUIS LOPEZ ... 12.19.11 ID. ELECTRICAL SYMBOL LEGEND 20A. 120V, SINGLE POLE LIGHT SWITCH. MOUNT CENTER AT 48" AFF. $3 20A. 120V. THREE-WAY SWITCH. MOUNT CENTER AT 48" AFF. 20A, 120V, FOUR-WAY SWITCH. MOUNT CENTER AT 48" AFF SINGLE POLE MOTOR RATED SWITCH. MOUNT ADJACENT TO EQUIPMENT TO BE CONTROLLED. VERIFY AMPACITY WITH EQUIPMENT NAMEPLATE. (b 20A. 120V, SINGLE DEDICATED RECEPTACLE. MOUNT AT 18" AFF. 6 20A. 120V. DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 20A. 120V. DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 4" ABOVE COUNTER. COORDINATE WITH MILLWORK. W 20A. 120V, GFI, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 20A. 120V, GFI, DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 4" ABOVE COUNTER BACKSPLASH, COORDINATE WITH MILLWORK. 6 20A ,120V, HALF SWITCH DUPLEX RECEPTACLE. WALL MOUNT CENTER AT 18" AFF. 20A, 120V, DUPLEX RECEPTACLE FOR MICROWAVE. MOUNT CENTER AT 72" AFF. R 20A. 120V, DUPLEX RECEPTACLE. RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. 0 20A, 120V. DUPLEX RECEPTACLE. CEILING MOUNTED. 46 20A. 120V, QUADDRUPLEX RECEPTACLE. MOUNT CENTER AT 18" AFF. 20A, 120V, QUADDRUPLEX RECEPTACLE. RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. ® SPECIAL PUPOSE RECEPTACLE. VERIFY EXACT TYPE WITH CONTRACTOR/ EQUIPMENT NAMEPLATE. JB JUNCTION BOX 0 TELEPHONE OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WI TH A "2". $ TELEPHONE OUTLET. WALL MOUNT CENTER AT 4" ABOVE COUNTER, COORDINATE WITH MILLWORK. PROVIDE 3/4" CONDUIT WITH PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". ♦ DATA OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". 0 TELEPHONE/DATA OUTLET. WALL MOUNT AT 18" AFF. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A 020 . ❑0 TELEPHONE OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2 V TELEPHONE/DATA OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". ❑♦ DATA OUTLET. RECESS FLOOR MOUNTED. PROVIDE 3/4" CONDUIT WITH PULLSTRING TO NEAREST WALL AND THEN 6" ABOVE CEILING. USE 1" CONDUIT FOR THOSE DENOTED WITH A "2". Q TELEVISION OUTLET. o ELECTRICAL PANEL ® TRANFORMER 3PO' DISCONNECT SAFETY SWITCH (3) POLES. 30A FRAME "**" DENOTES CONTRACTOR TO PROVIDE FUSES PER MANUFACTURER'S NAMEPLATE, UNLESS NOTED OTHERWISE. "NF" DENOTES NOT FUSED. ® FACTORY MOUNTED DISCONNECT. © l0 CLOCK/INTERCOM SYSTEM Fel EPO EMERGENCY POWER OFF SWITCH WP WEATHER PROOF GFI GROUND FAULT CIRCUIT INTERRUPTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE ® ONE WAY EXIT SIGN BATTERY BACKUP - WIRE AHEAD OF LIGHTS 0 KNOX BOX. SMOKE DETECTOR. Ql F HEAT DETECTOR. BATTERY BACKUP EMERGENCY LIGHT - WIRE AHEAD OF LIGHTS DOOR STRIKE o P ,C CUPANCY SENSORS HA BE STALLED THROUGH E ELECTRICAL NOTE: CARDIO NORTH - PARKING O UNISEX EF 50 lk cc- og� g LIGHTS MAIN AREA ALL FANS IN MAIN AREA RADIO/FAN EVA H ALL _1 w U J J Q z Ir 0 cn z w U U 0 50 2.2f B4 C4 W2 DF (DEDICATED) ENGINEER OF RECORD: LUIS A. LOPEZ FL LICENSE #59805 405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 DRAFTING SERVICES BY: �J MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 FE NCTIONAL TRAINING 106 11'-4" F16 61 C2T W1 1. SECURITY SYSTEM 2. SERVER 3. DOOR STRIKE MANAGER 11 -'F F1 61 C4 WI LIENT: ORANGEWOOD BUILDERS -_SS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N O cV J a M z a 0 ui O 0 a to V) o�M w 0JCA 2 N c a Z ^ w w Q � w • U N z O w C REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.1 LIGHTING FIXTURE SCHEDULE F SYMBOL DESCRIPTION VOLTS LAMP NO. TYPE MOUNTING REMARKS 2'x4' FLUORESCENT PRISMATIC. LSI #LA125-332FASSO 30 NEW 277 13 E�s7 32W TB CEILING RECESSED HUNG O GEN. WORKOUT E1 ® 6" FLUORESCENT OPEN DOWNLIGHT. DMF #DHFH6R-226 277 1 26W PL CEILING RECESSED GENERAL NOTE: 1) VERIFY ALL COLORS/FINISHES WITH DESIGN PROFESSIONAL KEYED NOTES: ❑1 VERIFY CEILING TYPE PRIOR TO BID/PURCHASE. �2 VERIFY CLEAR CEILING SPACE AVAILABLE PRIOR TO BID/PURCHASE. ❑3 MOUNT AT +25' AFF. ® MOUNT AT 24" BELOW 6 FL SLAB ABOVE. COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATIONS. ❑5 COORDINATE EXACT MOUNTING HEIGHT & LOCATION WITH DESIGN PROFESSIONAL/INTERIOR DESIGNER. GENERAL NOTES: NOTE CONSULT UTILITY FOR AIC RATING AVAILIABLITY - FUSE PER UTILITY METER AND MAIN SWITCHBOARD: (2) 16"X14"X6" NEMA 12 400A 120 / 208 3 PH. 4 WARE CONTACTOR ENCLOSURE NEMA 3R LOCKING ENCLOSURE CHECKPOINT CHECKPOINT CONTROL CONTROL TRANSIENT VOLTAGE SURGE PROTECTOR PANEL PANEL INTERMATIC 1G2083LYH CONTACT WESTERN EXTRALITE TO ORDER TYPICAL OF TWO NOTE: REFER TO LATEST ED OF NEC FOR REQUIRED MEANS OF SERVICE DISCONNECT PANEL A W/ MAIN BREAKER n 200A /3P PANEL B W/ MAIN BREAKER Pn 2O �P LOW VOLTAGE LIGHTING CONNECTO 4" SQ. J BO n n SELF CONTAINED TVSS 30A /3P -.* /31 12V COIL RELAY CONNECT PRE - WIRED 4-#3/0 CU. 1-#4 CU. GND. IN 2" C. METER o i N 2-4" CONDUIT TO TRANSFORMER OR AS REQUIRED BY POWER COMP. OUND BUS TO PANELS FFF ;F2/OBARECOPPER COLD WATE 10'-0" GROUNI O 10'- TO BUILDING MIN. OF 3 - RECESSED IN CONC. NEW ELECTRICAL RISER SCALE: NTS IMPORTANT ELECTRICAL SERVICE NOTE: EACH EXISTING SPACE CONTAINS A 125A SERVICE. CONTRACTOR SHALL ABANDON (2) EXISTING 125A SERVICE AND INSTALL A NEW 400A SERVICES AS SHOWN WITH NEW CONDUIT, WIRE, PANEL AND METER. I TVSS I 1. THE WORK SHALL COMPLY WITH THE LATEST APPLICABLE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE O.S.H.A. REQUIREMENTS AND ALL OTHER LOCAL CODES AND ORDINANCES GOVERNING THIS INSTALLATION, AS A MINIMUM STANDARD, UNLESS SPECIFICATIONS LISTED HEREIN OR SHOWN ON PLANS REQUIRE A HIGHER STANDARD. 2. THE WORK INCLUDED CONSISTS OF ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT FACILITIES AND INSTALLATION REQUIRED FOR THE COMPLETE SATISFACTORY AND APPROVED ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND CALLED FOR IN THIS SPECIFICATION, OR AS MAY BE REASONABLY IMPLIED BY EITHER. 3. ALL NOTES ON THE DRAWINGS PERTAINING TO THE WORK OF THIS TRADE SHALL BE CONSIDERED AS PART OF THIS SPECIFICATIONS AND CONTRACT. 4. THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND ANY APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM, AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL THE OWNER HAS DIRECTED THE CORRECTIVE ACTION TO BE TAKEN. THE CONTRACTOR IS REFERRED TO THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. SUCH PLANS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE ELECTRICAL CONTRACT DOCUMENTS. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS AND ARRANGEMENTS ONLY. 5. THE CONTRACTOR SHALL COORDINATE THE PROPOSED LOCATIONS OF ALL ELECTRICAL MATERIALS AND EQUIPMENT WITH THE REPRESENTATIVES OF THE OTHER TRADES INVOLVED BEFORE STARTING INSTALLATION OF THOSE ITEMS. 6. COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES, CONDUIT, AND SLEEVES WITH OTHER STRUCTURAL COMPONENTS, AS THEY ARE CONSTRUCTED. ALL SLAB AND FIRE WALL PENETRATIONS MUST BE FIRE RATED AND MUST CONFORM TO OWNER'S APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS. 7. THE MATERIALS AND EQUIPMENT FURNISHED SHALL BE AS INDICATED ON THE DRAWINGS; SUBSTITUTIONS SHALL NOT BE MADE EXCEPT WHERE EXPRESSLY APPROVED BY THE OWNER OR HIS REPRESENTATIVE PRIOR TO STARTING INSTALLATION OF THE ITEMS. THE ELECTRICAL MATERIALS AND EQUIPMENT FURNISHED SHALL BE LISTED OR LABELED BY UNDERWRITERS LABORATORIES OR OTHER RECOGNIZED TESTING ORGANIZATION, AND SHALL BE ACCEPTABLE TO THE LOCAL BUILDING AUTHORITY. 8. GROUNDING SHALL BE IN ACCORDANCE WITH ARTICLE 250, NEC. PROVIDE GROUND WIRES IN ALL CONDUITS UNLESS OTHERWISE NOTED. 9. ELECTRICAL METALLIC TUBING (EMT) SHALL BE INSTALLED ONLY IN DRY LOCATIONS, IN CONCRETE ABOVE GRADE, AND WHERE NOT SUBJECT TO PHYSICAL DAMAGE. ALL ABOVE CEILING CONDUITS SHALL BE ROUTED TIGHT AGAINST THE STRUCTURE AND SHALL BE PARALLEL OR PERPENDICULAR TO THE BUILDING FEATURES. NO NEW CONDUITS SHALL BE SUPPORTED BY EXISTING CONDUITS, CEILING SYSTEMS OR AIR CONDITIONING HANGERS OR OTHER SYSTEMS. 10. ALL EXPOSED CONDUITS SHALL BE RUN AS NEAT AND INCONSPICUOUS AS POSSIBLE AND PAINTED TO MATCH COLOR OF SURROUNDINGS. 11. FLEXIBLE CONDUITS SHALL BE USED FOR CONNECTION TO ALL VIBRATING EQUIPMENT SUCH AS MOTORS, LIGHTING FIXTURES, ETC. FLEXIBLE CONDUIT SHALL BE "LIQUID TIGHT' WHEN EXPOSED TO WEATHER. 12. CONDUCTORS SIZE #8 AND LARGER SHALL BE TYPE THWN STRANDED, COPPER. CONDUCTORS SIZE #10 AND SMALLER SHALL BE COPPER, TYPE THHN SOLID, UNLESS NOTED OTHERWISE. CONDUCTORS SHALL CONSIST OF 98% CONDUCTIVITY COPPER AS INDICATED. SIZES ARE AWG. ALL CONDUCTORS SHALL BE RUN IN CONDUIT EXCEPT AS NOTED ON PLANS. 13. POWER, LIGHTING, AND GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN #12 AWG. EXCEPT WHERE OTHERWISE INDICATED. CONTROL CONDUCTORS SHALL NOT BE SMALLER THAN #14 AWG. CONDUCTORS SHALL BE CONTINUOUS FROM DEVICES WITHOUT SPLICES EXCEPT WITHIN WIRE WAY OR JUNCTION BOXES. MARK CONDUCTORS IN PANELS, PULL BOXES OR WIREWAYS AND TERMINAL STRIP TERMINALS FOR IDENTIFICATION OF CIRCUITS. 14. CONDUCTORS SHALL BE JOINED USING COMPRESSION SPLICES, EXCEPT THAT CONDUCTORS #10 AND SMALLER MAY BE JOINED USING WIRE NUT TYPE CONNECTORS. CONDUCTORS SHALL BE TERMINATED USING COMPRESSION SPLICES USED ON CONDUCTORS #10 AWG. AND USING 3M #33+ OR #88 PLASTIC TAPE. SPLICES IN WET LOCATIONS SHALL BE INSULATED WITH ELECTRICAL TAPE AND ENCAPSULATED WITH SCOTCH CASTOR EQUAL POTTING COMPOUND. 15. LOW VOLTAGE CONDUCTORS RUN THROUGH THE RETURN AIR PLENUM SHALL BE PLENUM RATED.OF THE BUILDING AND THE WORK OF OTHER TRADES WILL PERMIT. 16. RECEPTACLES SHALL BE 20A, 120V, 2 POLE, 3 WIRE SINGLE OR DUPLEX GROUND TYPE EXCEPT WHERE SPECIFIC PURPOSE, LOCKING OR HIGHER RATED RECEPTACLES ARE SHOWN ON THE DRAWINGS. 17. WALL SWITCHES SHALL BE OF THE TOTALLY ENCLOSED TUMBLER TYPE WITH BODIES OF PHENOLIC COMPOUND. HANDLES SHALL BE WHITE COLORED. 18. CONTRACTOR SHALL VERIFY ALL EQUIPMENT NAMEPLATE DATA FOR WIRING AND OVER CURRENT PROTECTION REQUIREMENTS BEFORE PERFORMING ROUGH -IN WORK. 19. PROVIDE AND INSTALL JUNCTION AND PULL BOXES WHERE INDICATED AND WHERE NECESSARY TO TERMINATE, TAP OFF, OR REDIRECT MULTIPLE CONDUIT RUNS, OF SIZE INDICATED OR AS REQUIRED BY NEC. WHERE FEEDER SPLICES ARE TO BE MADE, INSTALL BOXES LARGE ENOUGH TO PROVIDE AMPLE WORK SPACE. 20. LIGHTING FIXTURES SHALL BE AS INDICATED ON THE DRAWINGS AND SHALL BE INSTALLED COMPLETE WITH LAMPS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE ORDERING OR INSTALLING LIGHT FIXTURES. 21. CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXTENT OF REVISIONS TO EXISTING EQUIPMENT AND WIRING TO ACCOMMODATE ARCHITECTURAL CHANGES AND ADDITIONS. ALL THE NECESSARY REROUTING AND/OR REMOVAL OF EXISTING EQUIPMENT, WIRING ETC., SHALL BE INCLUDED IN THE SCOPE OF WORK. CONTRACTOR SHALL REMOVE ALL EXISTING EQUIPMENT AND MATERIALS THAT WILL NOT BE REUSED IN CONSTRUCTION INCLUDING PIPES, CONDUITS, WIRES, TELEPHONE LINES, COMPUTER CABLE OR WIRING THAT PASSED THROUGH THE SITE OF THIS CONSTRUCTION AND RELOCATE THESE MATERIALS THAT SERVE ADJACENT BLDG. THAT ARE TO REMAIN. 22. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROL WIRING FOR ALL EQUIPMENT. ELECTRICAL POWER AND CONTROL WIRING FOR HVAC AND MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR WIRING DIAGRAMS AND REQUIREMENTS. MECHANICAL EQUIPMENT REQUIRING STARTER SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 23. PANEL DIRECTORIES SHALL BE TYPED ACCURATELY TO SHOW AS BUILT CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM REGARDLESS OF CIRCUITING INDICATED. ELECTRICAL PANELS SHALL BE CONSTRUCTED WITH COPPER MAIN BUSSES AND TERMINALS. 24. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE DESIGN PROFESSIONAL BEFORE ROUGH INSTALLATION OF LIGHTS, RECEPTACLES AND SWITCHES FOR EXACT LOCATION. 25. ALL SERVICES INTERRUPTIONS SHALL BE SCHEDULED WITH THE AUTHORIZED REPRESENTATIVE OF THE LANDLORD. ALL REMOVAL AND DISPOSAL WORK SHALL BE COORDINATED WITH THE AUTHORIZED REPRESENTATIVE OF THE LANDLORD. 26. THE ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST-CLASS WORK MANNER. THE CONTRACTOR SHALL TOUCH-UP OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED DURING SHIPMENT OR INSTALLATION. 27. TESTS: AFTER EACH SYSTEM HAS BEEN COMPLETED, A FUNCTIONAL TEST SHALL BE PERFORMED TO DEMONSTRATE THAT THE SYSTEM OPERATES IN ACCORDANCE WITH THE REQUIREMENTS OF THE DRAWINGS. THE TEST SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE. ALL WORK SHALL BE GUARANTEED FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH CAUSED BY HIS WORK AND SHALL THOROUGHLY CLEAN ALL ELECTRICAL EQUIPMENT. 28. IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO OBTAIN A COMPLETE AND SATISFACTORY INSTALLATION. AN ATTEMPT HAS BEEN MADE TO SEPARATE AND COMPLETELY DEFINE THE WORK IN SEPARATE SECTIONS OF THE SPECIFICATIONS; HOWEVER, SUCH SEPARATION SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY OF COMPLIANCE WITH THE WORK OF HIS/HER TRADE WHICH MAY BE INDICATED ON ANY OF THE DRAWINGS AND OTHER SECTIONS OF THE SPECIFICATIONS. 29. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. IN ADDITION TO THE ELECTRICAL AND OTHER RELATED TRADES AND SECTIONS, THIS COORDINATION SHALL BE DONE PRIOR TO SUBMITTING THE BID. 30. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE ELECTRICAL DRAWINGS WITH REFERENCE TO BUILDING CONSTRUCTION AND DIMENTIONS. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC BUT ARE TO BE FOLLOWED AS CLOSELY AS THE ACTUAL CONSTRUCTION OF THE BUILDING AND THE WORK OF OTHER TRADES WILL PERMIT. CL CL ■ CL ■ CL,& CL . CL,& CL . CL . CL,& CL j ALL EQUPITMENT SHALL MATCH AIC RATING OF POWER COMPANY PER NEC 110.9 PANELBOARD SCHEDULE "A" MAIN: 225A MAIN LUGS ONLY VOLTAGE: 120/208V, 3PH, 4 WIRE MOUNTING: SURFACE MIN. AIC: 10.0w TYPE: NEMA 1 DESCRIPTION WIRE/CND TRIP CKT LOAD AVA LEGEXIST LOAD VA LEG T LOAD LEG CA CKT TRIP WIRE/CND DESCRIPTION 9.0 GPM WATER HEATER 2#6 & 1 #8G IN 1" 60 1 9600 1800 40 900 1080 1080 900 900 720 1 2 60 3#6 & 1 #10G IN 1" EXIST. A/C #1 3 4 3 EXHAUST FANS 600 VA EA 2#12 & 1 #12G IN 1/2" 20 5 6 3 GFI RECEPT. 2#12 & 1 #12G IN 1/2" 20 7 8 20 2#12 & 1 #12G IN 1/2" 5 EXIST RECPT. (180 VA EA.) 6 SHOW WINDOW RECEPT 2#12 & 1 #12G IN 1/2- 20 9 10 20 2#12 & 1 #12G IN 1/2" 5 EXIST RECPT. (180 VA EA.) 6 SHOW WINDOW RECEPT 2#12 & 1 #12G IN 1/2" 20 11 12 20 2#12 & 1 #12G IN 1/2" 5 EXIST RECPT. (180 VA EA.) 13 14 20 2#12 & 1 #12G IN 1/2" 5 NEW RECPT. (180 VA EA.) 15 16 20 2#12 & 1 #12G IN 1/2-1 5 NEW RECPT. (180 VA EA.) 17 18 20 2#12 & 1 #12G IN 1/2" 5 NEW RECPT. (180 VA EA.) 19 20 20 2#12 & 1 #12G IN 1/2" 5 NEW RECPT. (180 VA EA.) 21 22 20 2#12 & 1 #12G IN 1/2" 5 NEW RECPT. (180 VA EA.) 23 24 20 2#12 & 1 #12G IN 1/2" 4 SERVICE RECEPTACLES 25 26 20 2#12 & 1 #12G IN 1/2" TVSS 27 28 20 2#12 & 1 #12G IN 1/2" TELEPHONE BOARD /ALARM 29 30 31 32 33 34 35 36 37 38 39 40 41 42 LOAD 1 CONT. (CL) 10320 0 0 NON CONTINUOUS 8840 4500 5400 TOTAL LOAD CONT. (CL) 10320 +25% = 12900 316400 208V, 3PH = 152A NON CONTINUOUS 18740 CONNECTED 31640 CODE 31640 . LOCK ON CUIRCUIT BREAKER . ROUTE THRU LIGHTING CONTROL ENC. CL = CONTINUOUS LOAD ALL EQUPITMENT SHALL MATCH AIC RATING OF POWER COMPANY PER NEC 110.9 PANELBOARD SCHEDULE "B" MAIN: 225A MAIN LUGS ONLY VOLTAGE: 120/208V, 3PH, 4 WIRE MOUNTING: SURFACE MIN. AIC: 10.0m TYPE: NEMA 1 DESCRIPTION WIRE/CND TRIP CKT LOAD AA LAD LEG BA LO CA CKT TRIP WIRE/CND DESCRIPTION PROP. A/C #1 3#6 & 1#10G IN 1" 60 1 7500 7500 1500 25 1 z 225 I luau 720 1 720EWPTICAL 2 60 3-#6 & #10 G IN 1° PROPOSED A/C #2 3 4 5 6 TVSS 2#12 & 1 #12G IN 1/2" 20 7 8 20 #12 & #12 G IN 1/2" 1 EXTERIOR SIGN LOBBY LIGHTS (1 SPOT , 2 JB) 2#12 & 1#12G IN 1/2" 20 9 10 20 #12 & #12 G IN 1/2" TANNING BED GROUP EX. LIGHTS (8) 2#12 & 1#12G IN 1/2" 20 11 12 20 #12 & #12 G IN 1/2" TREADMILL MGR & TRAINER LIGHTS (3) 2#12 & 1#12G IN 1/2" 20 13 14 20 #12 & #12 G IN 1/2" TREADMILL BATHROOM LIGHTS (3) 2#12 & 1#12G IN 1/2" 20 15 16 20 #12 & #12 G IN 1/2" TREADMILL HALL/TAN/MECH LIGHTS (3) 2#12 & 1#12G IN 1/2" 20 17 18 20 #12 & #12 G IN 1/2" TREADMILL GERERAL AREA LIGHT (12) 2#12 & 1#12G IN 1/2" 20 19 20 20 #12 & #12 G IN 1/2" TREADMILL GERERAL AREA LIGHT (13) 2#12 & 1#12G IN 1/2" 20 21 22 20 #12 & #12 G IN 1/2" VENDING MACHINE 20 23 241 20 #12 & #12 G IN 1/2" DOOR STRIKES (180 VA X 4) 20 25 26 20 #12 & #12 G IN 1/2" DRINKING FNT. 27 28 TV ® 4 ELIPT MACH. MACH ARE SELF GENERATED POWER 29 30 31 32 33 34 35 36 37 38 39 40 41 42 LOAD CONT. (CL) 19225 3370 1185 NON CONTINUOUS 3000 3000 3720 TOTAL LOAD CONT. (CL) 23780 =25% = 29725 39445 ® 208V, 3PH 190A NON CONTINUOUS 9720 CONNECTED 39445 CODE 39445 . LOCK ON CUIRCUIT BREAKER .ROUTE THRU LIGHTING CONTROL ENC. CL = CONTINUOUS LOAD SITE SPECIFIC NOTES: 1. EACH EMERGENCY LIGHTS SHALL BE TIED TO LIGHTING CURCUIT IN SAME ROOM OR AREA AS LOCATION OF FIXTURE PER NEC-700-12 2. EMERGENCY LIGHTS SHALL HAVE BATTERY BACKUP & BE IN A FULLY RECESSED CABINET 3. ALL AS -BUILT REVISIONS ARE SHOWN AS REPORTED BY THE CONTRACTOR ON [show dotal CONTRACTOR SHALL VERIFY THAT AS-BUILTS LOADS ARE PROPERLY PROTECTED AND THAT THESE LOADS DO NOT OVERLOAD THE ELECTRICAL SYSTEM. CONTRACTOR SHALL INFORM THE CLIENT AND ENGINEER IN WRITING OF ANY SCENARIOS IN WHICH AS -BUILT MODIFICATIONS HAVE REDUCED SYSTEM SPARE CAPACITY TO 10% OR LESS. 4. SMOKE DETECTOR, 120V WITH BATTERY BACK-UP. HARD WIRED TO BATHROOM LIGHTING CIRCUIT. INTERCONNECT FOR SIMULTANEOUS OPERATION. MOUNT AT LEAST 3' FROM A/C SUPPLY GRILLS. C 0 ■ CL ■ CL ■ CL CL . CL CL ENGINEER OF RECORD: LUIS A. LOPEZ FL LICENSE #59805 r' 405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 DRAFTING SERVICES BY: MICHAEL GARRISONI 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 N T: ORANGEWOOD BUILDERS 91 9 Q ESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 J Q D z Q m 6 rn w 0 o M w < U- 0 En J 0 J JJ �nCL w w w cn r w W i w U tN z to w 0 REVISION S/SU B M I TTA LS: ID DESC DATE PERMIT SUBMITTAL 112.19.1 DRAWN BY: MSGI CHECKED BY: PROJECT #: LUIS LOPEZ E 2 12.19.11 NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP 2. PITCH DRAIN FOR PROPER RUNOFF. 3. MANUALLY PRIME FILL TRAP BEFORE START-UP TO FORM INITIAL DRAIN SEAL. 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. A/C UNIT CLEANOUT VENT LINE CAP (TYP.) PERFORATED CAP PITCH DRAIN PAN _F PITCH .. 0 DRAIN PIPE TO MATCH DRAIN OUTLET SIZE. v (a) THIS DIMENSION IN INCHES MUST BE EQUAL TO THE MAXIMUM FAN SUCTION THIS STANDARD DETAIL MUST (NEGATIVE) STATIC PRESSURE IN INCHES BE REVIEWED AND SITE WG (WITH DIRTY FILTERS, COILS, AND ADAPTED BY CONTRACTOR MAXIMUM AIR FLOW) + 1" W.G. PRIOR TO USE FOR FINAL EQUIPMENT. (b) THIS DIMENSION IN INCHES MUST BE EQUAL TO MIN. 1/2 OF THE (a) ABOVE (c) EQUALS (a) + (b) + PIPE DIA. + + INSULATION DRAW THRU UNIT CONDENSATE TRAP PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL PLUMBING LEGEND CO CLEAN OUT FD FLOOR DRAIN CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RECIRCULATING HB HOSE BIBB VTR VENT THRU ROOF Dd GATE VALVE D0a GLOBE VALVE N CHECK VALVE prl BALANCING VALVE i' GAS COCK 4# WATER HAMMER ARRESTER (PDT No.) FD FLOOR DRAIN O RECIRCULATION PUMP sr--- S SANITARY SEWER PIPING ------3 VENT PIPING -------; DOMESTIC COLD WATER PIPING -------4 HOT WATER PIPING (110') �•••-•••-•••-•••4 HOT WATER RECIRCULATING PIPING �- CD -S CONDENSATE PIPING Sr-- SD STORM DRAIN PIPING �-- G -S GAS PIPING S-Q-s PIPE RISE UP �_D_i PIPE DOWN OR DROP E CAPPED END OF PIPE Z__ POINT OF CONNECTION ---�J P-TRAP GENERAL SPECIFICATIONS 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR IN A FIRST CLASS WORKMAN LIKE MANNER. SAID CONTRACTOR SHALL MEET ALL REQUIRMENTS SET FORTH BY ANY LOCAL ORDIANCE AND OR GOVERNING AUTHORITIES. 2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDENCE WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES, AND ORDINANCES. 3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK SHOWN AND/OR NOTED ON THE DRAWINGS. 4. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5. CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ANY AND ALL FABRICATIONS REQUIRED PRIOR TO INSTALLATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR THE ADVANCED ORDERING OF LONG LEAD ITEMS AS NOT TO INTERFER WITH THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. 7. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED ORTHERWISE. & ORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 9. THE CONTRACTOR SHALL BE RESPONABLE TO REPAIR TO ORIGINAL CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 10. LOCATION OF PLUMBING ROUGH -IN MAY CHANGE. VERIFY EXACT LOCATION WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT. ETC. 11. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. 12. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ARCHITECT/ENGINEER MUST BE A CONDITION OF THE CONTRACT. 11 ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 14. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES. INSPECTIONS, AND TESTINGS. 15. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THAT CONTRACTOR. 16. THE CONTRACTOR SHALL FURNISH ALL WATER METERS UNLESS OTHERWISE NOTED. 17. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 1& VERIFY LOCATION, SIZE, ELEVATION. MATERIALS, AND PRESENT STATE OF ALL EXISTING UTILITIES. 19. INSTALL READILY ACCESSIBLE GATE VALVES IN ALL BRANCH WATER LINES SERVING ANY ROOM HAVING PLUMBING FIXTURES. ALL FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE VALVES. 20. MAIN WATER SUPPLY SHALL BE EQUIPTED WITH A BACKFLOW PREVENTER 21. ALL THREADED WATER OUTLETS (EXCEPT FOR AUTOMATIC CLOTHES WASHERS) SHALL BE FURNISHED WITH WATTS JIBA APPROVED VACUUM BREAKERS. 22, FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS. ON QUICK CLOSING VALVES, NEAR THE FIXTURES IN AN EFFECTIVE RANGE. 21 WHERE DISSIMILAR METALS ARE TO BE JOINED. APPROVED INSULATING UNIONS SHALL BE USED. 24. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 25. IF THE CONTRACTOR PROPOSES TO USE ANY ARTICLE, DEVICE, PRODUCT, OR MATERIALS WHICH IS NOT AS SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBILITY TO PROVE TO THE ARCHITECT/ENGINEER THAT THE PROPOSED SUBSTITUTION IS EQUAL 26. THE CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERPFORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 27. THE CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS -BUILT DRAWINGS, SHOWING ALL CHANGES AND DEVIATIONS, TO THE ARCHITECT/ENGINEER PROIR TO COMPLETION OF THE PROJECT. HANGER NO. 24 BOTTOM BEAM C-CLAMP MODEL 300 MICHIGAN STEEL I -BEAM BOTTOM BEAM OR BAR JOIST C-CLAMP OR HANGER ROD SHALL BE EQUAL WITH TIGHTENED HARD AGAINST _ LOCK NUT THE STRUCTURAL STEEL - MEMBER ALL THREAD ROD "A" VARIES SWIVEL RING HANGER + PIPE PIPE HANGER / SUPPORT N.T.S. CONCRETE SLAB MIN. 5/8" i "A" VARIES CLEVIS HANGER 1/8x1-1/4 CARBON STEEL COPPER PLATED GRINNELL FIG # CT-65 OR EQUAL DROP -IN �• ANCHOR HILTI HDI OR EQUAL HANGER ROD PIPE HANGER / SUPPORT N.T.S. GALVANIZED SURFACE MOUNTED CHANNEL ANCHORED THROUGH THE BACK OF THE CHANNEL PIPE CLAMP -/ 18 GA. SHEET METAL Lx� SADDLE FOR INSULATED PIPES; 1 /4" THICK NEOPRENE SLEEVE FOR UN -INSULATED PIPES. NOTES: 1. APPLICABLE FOR CONTROL TUBING 2. APPLICABLE FOR PIPING NO LARGER THAN 1-1/2" 3. APPLICABLE FOR HORIZONTAL TRAPEZE OR FOR VERTICAL PIPING PIPE / TUBE SUPPORT N.T.S. WATER HAMMER ARRESTOR - PIPING SCHEDULE SELECTION BASE ON ZURN MANUFACTURING SHOKSTOP DATA MFG.CAT. TYPE NO. 100 200 300 400 NOTE: ** P. D. I. SYSTEM A B C D FIXTURE UNIT RATING 1 - 11 12 - 32 33 - 60 60 -113 REMARKS: SYMBOL Z-1700 88 F.U. 1 256 F.U. 1 490 F.U. 1 904 F.U. NOTE: ** NOTE: ** CONTRACTOR SHALL PROVIDE AND INSTALL WATER HAMMER ARRESTORS IN DOMESTIC PIPING SYSTEM AS PER FBC 604.9 AND PER MANUFACTURERS RECOMMENDATION. FIXTURE SCHEDULE EQUIPMENT SELECTION BASED ON SYSTEM CONNECTIONS SYMBOL ITEM DESCRIPTION CW HW TRAP DRAIN FIXTURE UNITS MFGR MODEL P.1 WATER CLOSET (1.6 GAL FL) 3/4' --- INTEGRAL 3" 4 PROFLO WHITE - PF2203 - ADA (TANK PF3212) (SEAT PFTSCOF2000WH) P.2 LAVATORY (ADA) 1/2' 1/2- 1-1/2- 2' 1 PROFLO PF5504VM - ADA COMPLIANT (FAUCET MOEN - 8800 ADA COMPLIANT ) P.3 DRINKING FOUNTAIN 1/2" --- 1-1/40 .5 ELKAY EZSTL8LC - ADA COMPLIANT PA SHOWER VALVE 1/2" 1/20 2 MOEN 62300 - ADA COMPLIANT P.5 SHOWER VALVE TRIM MOEN TL182 - ADA COMPLIANT P.6 IMOP SINK (SERVICE) 1/2' 1/2" 1-1/2" 1 2" 2 IPROFLO IPFZ199625 (FAUCET MOEN 8230 ADA COMP.) NOTE: PLUMBING FIXTURES SHOWN OR EQUAL SHALL BE PROVIDED BY CONTRACTOR WITH SHOP DRAWINGS ON EACH FIXTURE SUBMITTED FOR APPROVAL BY THE OWNER & DESIGNER. FIXTURE COLOR IS WHITE IMPORTANT - ALL FIXTURES SHALL MEET BE ADA COMPLIANT AND MOUNTED AT HEIGHTS ACCORDING TO CHAPTER 11 OF THE FLORIDA BUILDING CODE NOTE: 1. PROVIDE ACCESS PANELS FOR EACH GANG OF VALVES. 2. PROVIDE AND INSTALL TRAP AND SUPPLY LINE INSULATION KIT. 3. ALL PLUMBING FIXTURES & FIXTURE FITTINGS SHALL COMPLY WITH FBC PLUMBING TABLE SEC.604.4 & SEC.604. 4. BARRIER FREE WALL MOUNTED HIAOW (ADA) COMPLIANT HEIGHT TO COMPLY WITH ALL CODES FOR (ADA). NOTE: ** SIZE AS INDICATED ON DRAWINGS. 1) ALL FLOOR DRAINS SHALL BE RESEALED BY MEANS OF A ZURN TRAP PRIMER VALVE INSTALLED IN COLD WATER SUPPLY LINE FROM THE NEAREST SINK OR LAVATORY AND WITH 1/2 INCH DRAIN SLOPED TO THE FLOOR DRAIN. OR BY APPROVED ALTERNATE METHOD EQUAL TO THE ABOVE. 2) COORDINATE WITH ARCHITECTURAL DRAWING FOR FLOOR OR AREA FINISH; AND PROVIDE CORRECT TOP STYLE FOR CERAMIC OR QUARRY TILE. ASPHALT OR VINYL TILE, TERRAZZO, POURED OR TRAWLED SYNTHETIC. FINISH CONCRETE. AND ALL PAVED AREAS; PROVIDE FOR FLOORS HAVING A WATERPROOF MEMBRANE, USE ZURN FLANGE CLAMPING RING. EXISTING LATERAL DRAIN TIE IN LOCATION CUT SLAB AS NEEDED FOR DRAINAGE SEE NOTE COVER PAGE FOR CONCRETE/REIN. 0 U z F EXIST. 1" J COPPER ; S TO R . a C.W. LINE , PROP. ELEC. Cr i AT CEILING ' INSTANT WATER 109 I HEATER IN CEILING a � , (SKYE FORTIS 40 - o--__----------- 31 3: 9.OGMP) I-�-cis 1-`sl EXISTINGW. 3 VTR % " DRAIN 2" DRA114 1 - - -----� 3�- _5" C. .-- --- - - - ------- LO01W VENT TYP v1 PROP. MOP z° I z o I , � 5" C.W. -� `' " I " RAIN .5 H.W. ----------- -------------------------------------------------; 31 PROP. WC U' I � PROP. LAV UNISEX ; ��---_5"_ C.W_-------------� z , I 3' WOMEN 110 0 =� z ' I 108 I S I � I I I 1 .5" C.W. I --- .5 H W. M DRAIN I M DRAIN 3� I _5" C.W_ PROP. WC -- --' - ----- �i a 31 /. ^' tea v ,/PROP. LAV F- � I �I Z I ' N �X2DRAIN I ' IN v=i ' 5" H.W. ' o: , .5" H.W..a_ I 1 1 , NOTE: 3i a 1 1. PROVIDE WATER HEATER RELIEF PVC DRAIN TO MOP =; o LO rl� SINK FOR EMERGENCY OVERFLOW n: 3 2. PROVIDE NEW HVAC UNITS CONDENSATE DRAIN TO Cj MOP SINK I �n 3. PROVIDE SHUT OFF VALVUES AT ALL PLUM. FIXTURE DROPS 4. VERIFY BACKFLOW PREVENTOR FOR MAIN WATER ' ' w DOMESTIC WATER PIPING SHALL BE HARD COPPER PIPE TYPE "L" ANSI / ASTM B-88 WITH WROUGHT -COPPER SOLDER -JOINTS FITTINGS ASTM B-16.22. BELOW GRADE PIPING SHALL BE TYPE "K" ANSI / ASTM SOFT COPPER WITH NO JOINTS OR FITTINGS BELOW GRADE. 2. PIPING: SOIL, WASTE AND VENT PIPING SHALL BE PVC 3. PIPING: RAIN WATER PIPING SHALL BE POLYVINYL CHLORIDE SCHEDULE 40 (PVC) PLASTIC DRAIN, WASTE PIPE AND FITTINGS. PIPE AND FITTINGS SHALL CONFORMING TO ANSI STANDARD K65.56-1971 AND ASTM STANDARD D2665-82. SOLVENT CEMENT FOR POLYVINYL CHLORIDE (PVC) PLASTIC PIPE AND FITTINGS SHALL CONFORM TO ANSI STANDARD B72.16-1971 AND ASTM STANDARD D2564-80. 4. INSULATE ALL HOT WATER, LINES, AS FOLLOWS: HW SUPPLY 1" THICK PREFORMED ARMAFLEX PIPE INSULATION. HORIZONTAL STORM DRAIN PIPING WITH 1-1/2" THICK PERFORMED FIBERGLASS PIPE INSULATION. GENERAL NOTES: 1- DO NOT SCALE DRAWINGS FOR PARTITION LOCATION. CONSULT ARCHITECTURAL & STRUCTURAL DRAWINGS FOR DIMENSIONS. 2- CONTRACTOR SHALL VISIT SITE TO VERIFY FIELD CONDITIONS & PHYSICAL LOCATIONS & SIZE OF EXISTING SERVICES. 3- SANITARY LINES LARGER THAN 2j" TO SLOPE J"/FOOT. 4- SANITARY LINES 2}" AND LESS TO SLOPE J"/FOOT. 5- CONSULT ARCHITECTURAL DRAWINGS FOR ALL FINISH FLOOR & GRADE ELEVATIONS. 6- SEE ARCHITECTURAL DWG'S FOR ROOF DRAINAGE. HANGER SCHEDULE - ROD SIZE PIPE ROD SIZE DIA. NOTE: CONTRACTOR TO COMPLY WITH FBC 1/2- 3 8" SEC 308 & HANGER SPACING TABLE 3 4" 3/8" 308.5 1. 3/8" " - 1-1/4 3/8 1-1/2" 3/8" 2" 3/8" 2-1/2" 1/2- 3- 1/2" 3-1/2- 1/2" 4" 5/8- 5-9 5/8" 6" 3/4" 8" 7 8" H.W.-- ------ EiWil . 5" C. W. z i3 Zc o ; � PROP. LAV I� ' .5" C. W. --� MEN j 107 3" RAIN 11'-4" I �CPROPWC �! N DRINKING FOUNTAIN PROPOSED PLUMBING PLAN SCALE: 1/2"' = 1'-0" SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1/4 3 to 6 1 /8 8 or larger 1 /16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2004 ENGINEER OF RECORD: LUIS A. LOPEZ FL LICENSE #59805 1405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 DRAFTING SERVICES BY: IN,\, \ M I CH AEL GARRISON 224 DATURA ST. #401 / WEST PALM BEACH, FL 33401 561.835.9744 N ' TANKLESS HOT ELECTRIC WATER HEATER SCHEDULE MODEL # MANUFACTURE WIRING VOLTS AMPS KW SETS MAX ACCESSORIES/REMARKS: RP-1 FORTIS - 9.0 GPM 8 GA 208 18 3.5 110' F WITH 0.5 GPM FAUCET AERATOR FOR SINKS & LAVATOR S. MOUNT TER ON WALL IMECH Le II I I I ENT: ORANGEWOOD BUILDERS ESS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N 0 J Q z a c� O 0 ►- apto V)i W o>►M w amp 1z O 0 J w 0JV a Q Ana w U- N v Q w w w U z 0 N w 0 REVISIONS/SUBMITTALS: ID DESC DATE PERMIT SUBMITTAL 112.19.11 DRAWN BY: CHECKED BY. PROJECT it. DATE: MSG LUIS LOPEZ 12.19.1 P 1 12 of 13 NOTES: 1. ALL WORK TO BE DONE IN ACCORDANCE WITH THESE PLANS AND THE 2006 REVISIONS OF THE 2004 FLORIDA BUILDING CODE. 2. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW EVERY MINOR DETAIL THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE ACCEPTABLE WORKING INSTALLATION, AND COORDINATE THIS INSTALLATION WITH ALL TRADES. 3. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR CERTIFIED IN THE STATE OF FLORIDA. 4. THE CONTRACTOR SHALL VISIT THE JOB SITE, MEET WITH ALL RELATED TRADES, AND FAMILIARIZE HIS/HER SELF WITH ANY AND ALL CONDITONS RELATING TO HIS/HER WORK. 5. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE THAT MAY DELAY CONSTRUCTION. 6. CONDENSATE DISPOSAL SHALL BE PROVIDED FOR EQUIPMENT AND APPLIANCES CONTAINING EVAPORATOR COILS. CONDENSATE DRAIN SYSTEM SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTIONS 307.2.1 THROUGH 307.2.4. OF THE 2004 FLORIDA BUILDING CODE. CONDENSATE DRAIN SHALL TERMINATE TO APPROVED LOCATION. 7. ALL HORIZONTAL PRIMARY CONDENSATE DRAIN WITHIN UNCONDITIONED AREAS SHALL BE INSULATED TO PREVENT CONDENSATION FROM FORMING ON THE EXTERIOR OF THE DRAIN LINE. 8. PACKAGED UNITS SHALL BE LOCATED ON ROOF WITH FACTORY ROOF CURB. ROOF CURB SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS AND THE 2004 FBC. 9. DUCT CONSTRUCTION AND INSTALLATION SHALL COMPLY WITH SECTION M603 OF THE FLORIDA BUILDING CODE MECHANICAL 10. AIR CONDITIONING DUCT SYSTEM DESIGN BASED ON 1.5" TYPE "M" KNAUF DUCT AND R-6 INSULATED CLASS 1 SILVER FLEX DUCT. ALL DUCT WORK SHALL BE SEALED WITH SILVER TAPE AND MASTIC DUCT SEALANT. 11. KEEP ALL FRESH AIR INTAKES A MINIMUM OF 10' FROM EXHAUST FAN TERMINATION POINTS AND SANITARY SEWER VENT OUTLETS.PACKAGED UNIT SHALL INCORPORATE A MANUAL ADJUSTABLE FRESH AIR DAMPER ON ROOF TOP UNITS. 12. VENT BATH FANS TO AN OUTSIDE VENT USING DUCT SIZE AS INDICATED.ALL EXHUAST FANS SHALL INCORPORATE A BACKDRAFT DAMPER. 13. INSTALL SMOKE DECTECTORS (SD) AS PER SECTION M606 OF THE FLORIDA BUILDING CODE MECHANICAL 14. FIRE DAMPERS SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 716 OF THE 2004 FLORIDA BUILDING CODE. 15. DUCTS AND TRANSFER OPENINGS THAT PENETRATGE FIRE -RESISTANCE -RATED ASSEMBLIES AND ARE NOT REQUIRED BY THIS SECTION TO HAVE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 712 OF THE 2004 FLORIDA BUILDING CODE. 16. COORDINATE DIFFUSER & THERMOSTAT LOCATIONS WITH OWNER, CONTRACTOR, & OTHER TRADES. 17. ALL DUCTS AND PLENUMS SHALL BE MADE AIR TIGHT, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE CURRENT ADDITION CHAPTER 13 OF THE FLORIDA BUILDING CODE. DUCT LEAKAGE RATE SHALL NOT EXCEED 5X OF THE RATED AIR HANDLER FLOW, 18. ALTERNATE BRANDS OF EQUIPMENT MAY BE USED AS A SUBSTITUTION. THE ALTERNATE BRAND SHALL HAVE THE SAM% SENSIBLE HEAT RATIO AND SHALL NOT EXCEED THE TOTAL BTUH OUTPUT BY 1OX. A\ LOCKING QUADRANT GALV. STEEL ROD OR TO BE EXPOSED STRAP SUPPORTS PER SMACNA STANDARDS FLEXIBLE DUCT WITH SIDE TAKE -OFF FITTING 11OCFM 110 C - 10" INSULATION & WITH DAMPER, BELL MOUTH 4W 24" X 24 24' ( 24" VAPOR BARRIER OR SHOETAP TYPE MAIN SUPPLY AIR BD TIE TO DUCT, SEE PLANS FOR REL OC. STRUCTURAL TYPE AND INSULATION SUPPORTS --- ----- -- - Z( BALANCING DAMPER COLLAR 2" WIDE METAL BAND INSTALL AT ALL SUPPLY RUN -OUTS SUPPORT LIE] 2- n V 60 - 1WW '60CFM - 1W 60 12M - - v 2X1 2 PROP TYPICAL DUCT CONNECTION PO N EF SQUARE TO NOTE: � a ROUND 1-1 /2" X 1-1/2- X 1 /8" GALV. TIE E.F. TO x NOTE: ADAPTER ANGLE OR STRAP PER SMACNA Take-offwithhhfnCaolloral oraddu t 8baonrdee and manual damps EX. EXHAUST ^ • TIE E. TO CONNECT INNER DUCT WITH DRAWBAND AND SEAL seal wit meal tape and md�tic. "' EX. HAUST WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION 1" Cloth Hanger Split Ring Seal Strap -minimum 5 inter Is 00 for flexible duct 00 DUCTrBOARDr i'-C1 ss 1 Flexible air duct EXISTIN NIT #1 knauf eclipse DUC 0 BE R CATED -SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER snit-micorbial - ADDITIO CEILING SYSTEM WITH 2' X 2' LAY -IN ALUM. PANEL equal Metal tope• t strap RELOC. REL an mastic flexibllee connection to tab collar. 1 DIFFUSOR MOUNTING DETAIL SCALE FAC?OR : NTS60 CFM 824m180 CFM - 12• ® X 24" 12X1 Y4-20 ALL -THREAD PR (TYPICAL OF 4) AIR DISTRIBUTION -TYPICAL N 1 00 E E.F. T TYPE �✓ EX. EXH ST LD 24X24T T T ° 200 TO EXIST, UNIT 1 O 4" F.F. 00 TO EXIST. UNIT 2 =24"X8" G. AB. OR SIZE TO EXIST. UNIT 3 930 C AVAIL CFM A/C S BUILT SHALL SUBMI TO TYPE: OFFICE ND THE SUBMI TO LD = T-BAR LAY IN CEILING DIFFUSER ILDING PARE FOR R SION 1 W = 1 WAY CEILING DIFFUSER 2W = 2 WAY CEILING DIFFUSER 3W = 3 WAY CEILING DIFFUSER 4W = 4 WAY CEILING DIFFUSER REL SW = SIDEWALL METAL DUCT DIFFUSER REL OC. FD = FLOOR DIFFUSER STING U �yl LSD = LINEAR SLOT DIFFUSER -SUPPLY UCTS T E RELOC D LSR = LINEAR SLOT DIFFUSER -RETURN 00 - USE ISTING NK LBG = LINEAR BAR GRILL TO I ALL NEW ROPS RA = RETURN AIR GRILL EV = EXHAUST VENT -USE RETURN AIR GRILL EXISTING UNIT #2 DUCTS TO BE RELOCATED DSV = DEHUMIDIFIER SUPPLY DIFFUSER -USE - NO NEW ADDITIONS SUPPLY DIFFUSER ACTORY SUPPLIED RUBBER IN DRV = DEHUMIDIFIER RETURN DIFFUSER -USE REL SHEAR TYPE MOUNTING KIT RETURN DIFFUSER -FACTORY SUPPLIED MOUNTING BRACKET *LAY -IN DIFFUSERS BASED ON METAL-AIRE 01 ALUMINUM 4 WAY THROW WITH OPPOSED BLADE DAMPER XNAUST FAN SUi�POi�T DETAIL 00 M-1 SCALE FACTOR : NT8 HANGER ANGLES STRAPS STRAP HANGERS 1 ts y HANGERS STRAP 3/8" BOLT HANGERS RODS - BAND OF SAME SIZE AS HANGER STRAP HANGERS RODS OR STRAPS JAND :S / SU HEX NUTS HANGERS FOR HOT & COLD DUCTS ORTS DETAIL BATHROOM/KITCHEN EXHAUST FANS MARK BRAND MOD # CFM SP VOLT AMPS MOUNT QUANITY EF-1 PANASONIC FV05VQ3 50 .25 120 0.13 CEILING 3 *EF-1 WIRE TO LIGHT SWITCH MECHANICAL PLAN RELOC. U lW 160 CFW- 12" ENGINEER OF RECORD: LUIS A. LOPEZ FL LICENSE/#5805 tI/ 405 MISSION HILL ROAD BOYNTON BEACH, FL 33435 PH. 561.602.5003 DRAFTING SERVICES BY: MICHAEL GARRISON 224 DATURA ST. #401 WEST PALM BEACH, FL 33401 561.835.9744 LIENT: ORANGEWOOD BUILDERS __SS: 1105 WEST CIRCLE ST AVON PARK, FL 33825 863.452.6400 N O .J Z HE 0 O w ►� a to V)i W o>M w Qm_ o0_ NMX a O^a w 2 � � w N Q w w —� z w C REVISION S/SU B M I TTALS: ID DESC DATE PERMIT SUBMITTAL 112.119.1111 RAWN BY: MSG HECKED BY: LUIS LOPEZ ROJECT #: ATE: 12.19.1 3 DUCT M-1 SCALE F SCALE: 1 /4" = 1'-0" a;" OF 13