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HomeMy WebLinkAbout36819 Eiland Blvd (2)INDEX: CONSTRUCTION CLOSE OUT: TITLE AND T 1 -SPECS. TITLE SHEET, PARTIAL 51TE PLAN AND CODE DOCUMENTS: REFERENGE5 T-2 5PECIFIGATM I. 5UBG0NTRAGTOR5, L15T T-3 5PECIFIGATION5 2. BUILDING PERMIT T-4 5PEGIFICATION5 T-5 5PEGIFICATION5 3. CERTIFICATE OF OCCUPANCY ARCHITECTURAL 4. GENERAL GONTRAGTOR'S WARRANTY/ 6UARANTEE5/ A-1 ANNOTATED FLOOR PLAN ALL RELEA5E5 OF LIENS A-2 DIMEN51ONED FLOOR PLAN A-3 LIFE SAFETY PLAN, NOTES, 4 DETAIL5 5. 5UBGONTRAGTOR5- WARRANTIES A-4 DOOR 5GHEDULE, ROOM FIN15H 5GHEDULE 4 FLOORING PATTERN b. OPERATION AND MAINTENANCE A-5 REFLECTED CEILING PLAN t FIN15H PLAN MANJAL5 (3 COPIE5) A-6 ENLARGED PLANS, DETAIL5 d ELEVATION5 A-1 ENLARGED PLAN5, DETAILS d ELEVATION5 A. MILLWORK A-5 ENLARGED PLANS, DETAIL5 d ELEVATION5 B. AGOUSTIGAL CEILING G. FLOORING PLUMBING D. PAINT P-1 5PEGIFICATIONS AND 56HEOULE5 E. PROTECTIVE WALL PANEL5 P-2 PLUMBIN6 SANITARY F. TOILET ACGE55ORIE5 P-3 PLUMBING SUPPLY PLANS 6. FIRE EXTIN6UI5HER GABINET5 P-4 R.O. PIPING PLAN 4 DETAIL5 H. CORNER 6UARD5 P-5 5ANITARY R15ER DIAGRAM I. LOGKER5 P-6 PLUMBING DETAIL5 J. WINDOW BLIN05 P-1 PLUMBING DETAILS K. PLUMBING L. DOME5TIG WATER B005TER PUMP MECHANICAL M. MECHANICAL M-1 5PECIFICATION5 AND 5GHEDULE5 N. El EGTRIGAL M-2 OUT5IDE AIR GALCULATION5 d 5GHEDULE5 O. FIRE ALARM M-3 MECHANICAL FLOOR PLAN P. 5PRINKLER 5Y5TEM (IF APPLICABLE) M-4 MEGHANIGAL DETAIL5 0. 5EGURITY 5Y5TEM ELECTRICAL R. N1R5E GALL 5Y5TEM 5. KEYPAD HARDWARE E-I SPEGIFIGATIONS AND SCHEDULES i. GO KV161TAL COPIES OF ALL E-2 LIGHTING FLOOR PLAN GL05EOUT DOCUMENTATION E-3 El ECTRIGAL FLOOR PLAN GENERAL CONTRACTOR TO PROVIDE A5-BUILT E-4 5Y5TEM5 FLOOR PLAN MMIN65 IN A WATER RE515TAW PVC, DRAWING E-5 ELEGTRIGAL/ NURSE GALL R15ER DIA6RAM5 TUBE. THE DRAWIN65 AND TUBE SHALL BE LEFT ON PANEL d MECH. EQUIP. CONNECTION 5GHEDULE 51TE IN A 5AFE LOCATION COORDINATED WITH THE OWNER, 5UGH A5 THE I.T. ROOM. CODE APPLICATION: BUILDING CODE: ELECTRICAL CODE: 2010 FLORIDA BUILDING GODE BASED 2008 NATIONAL ELEGTRIGAL GODS ON THE 200q IBG HITH 2O12 SUPPLEMENT W/5TATE AMENDMENTS OGGUPANGY TYPE: MINE55 OGCUPANCY ENERGY CONSERVATION CODE: GROUP B 2010 FLORIDA ENERGY GON5ERVATION GORE CONSTRUCTION TYPE: VB - 5P RINKLERED WITH 2O12 SUPPLEMENT LIFE SAFETY CODE: PER CMS FIRE ALARM CODE: 200q LIFE 5AFETY GODS - NFPA 101 2001 NFPA 12 OGGUPANGY TYPE: AMBULATORY HEALTH CARE' FUEL GAS CODE GON5TRUGTION TYPE: V (Opp) 2010 FLORIDA FUEL 6A5 GODS CONTENT OF OGCUPANCY: LOW HAZARD *THI5 DIALY515 FACILITY 15 AN OUTPATIENT CLINIC CLASSIFIED A5 MECHANICAL CODE: AMBULATORY HEALTH CARE BY THE FEDERAL GENTER5 FOR 2010 FLORIDA MEGHANIGAL CODE MEDICARE d MEDICAID 5ERVIGE5 (CM5). THE DIALY515 TREATMENT PROGE55 DOE5 NOT RENDER THE PATIENT INCAPABLE OF SELF PRE5ERVATION, AND DOE5 NOT MAKE U5E OF ANE5THE51A NOR ANY LIFE SUPPORT EQUIPMENT. PLUMBING CODE: ACCESSIBILITY CODE: 2010 FLORIDA PLUMBING CODE 2012 FLORIDA AGGE551BILITY CODE DEPARTMENT OF HEALTH AND FIRE PREVENTION CODE: HUMAN SERVICES: 2010 FLORIDA FIRE CODE DEPARTMENT OF HEALTH AND HUMAN 5ERVIGE5: GM5 REGULATION 42 GFR INTERIOR FINISHES: PORTABLE FIRE EXTINGUISHERS: ALL EXITS 4 EXIT AGGE55 WAY5 - GLA55 "A" OR "B" ONLY. 2001 NFPA 10 ALL OTHER 5PACE5 - CLA-% "A" OR "B" OR "G" HEALTH CARE FACILITIES: AREA: BUILDING AREA = 12,000 50. FEET. NFPA qq 5COPE OF NORK = q,500 5a. FEET. SPRINKLER SYSTEMS CODE: PROJECT OCCUPANT LOAD = q5 OGGUPANT5 PARKING CALCULATION 2001 NFPA 13 53 PARKING 5PAGE5 11" MIN. v 12" MAX. 48" MIN. z 1 � o KNEE &"MIN. 6- MAX. TOE Iq" MAX. CLEARANCE CLEARANCE EPHYRHILLS DIALYSIS - I IAA'l lk k G I FAAk An 0 E I LAND COMMON ABBREVIATIONS: ZEPHYRHILLS, AG AIR CONDITIONING HHD HOME HMO DIALY515 ACT AGOU5TIGAL TILE HT HOME TRAINING ADMIN ADMIN5TRATOR HVAG HATING-VENTILATING-AIR-GONDITIONINE AFF ABOVE FINI5HD FLOOR HW HOT WATER BICARB DIALY515 5OLUTION INT INTERIOR MANDATORY SUBMITTALS: BOT BOTTOM IT INFORMATION TECHNOL06Y BR.G BEARING IVP INTRAVENOUS POLE STORAGE G.C. STAMPED & APPROVED SHOP BU5 BUSINESS IW INFECTIOUS WASTE (SOLID WASTE) G GLEAN JAN JANITOR'S GL05ET DRAWINGS: GAB CABINET K KNEE 5PAGE GBU GEMENTITIOU5 BACKER UNIT LAM LAMINATE ARCH I TEGTURAL GJ CONTROL JOINT LAV LAVATORY GL CENTER LINE MD MEDICAL DOCTOR GLG CEILING MP MEDICATION PREPARATION 6ROUND UP GLR CLEAR MEGH MECHANICAL I. GONGRETE MIX DE516N5 GMU GONGRETE MA50NRY UNIT MO MA50NRY OPENING 2. 5TRUGTURAL STEEL SHOP DRAWING5 GO GA5ED OPENING MIR MIRROR 3, TRU66E5 GOL COLUMN NIG NOT IN CONTRACT 4. ROOFING GOORD. GORRDINATE NI5 NOT IN 5COPE 5. BRICK 4 MORTAR GONG CONCRETE NT5 NOT TO 5GALE GONF. CONFERENCE ROOM OG ON CENTER TENANT IMPROVEMENT GT CERAMIC TILE OFF OFFICE I. STOREFRONT D DIRTY OH OPP051TE HAND 2. DOOR FRAME 4 HARDWARE OF DRINKING FOUNTAIN OPP OPP051TE 3. MILLWORK WITH P-LAM 4 50LID 5URFAGE DIET DIETITIAN 02 OXYGEN GANI5TER GART 4. FLOORING (EPO-FLEX, CARPET, VGT, BA5E) ELEC ELECTRICAL PAT PATIENT 5. PAINT GOLOR5 EMER EMERGENCY Pp PERITONEAL DIALY515 6. ACT GOMPONENT5 EQ EQUAL PLAN PLASTIC LAMINATE 1. R1610 5HEET VINYL(5) OR FIBER REINFORCED PANEL(5) EQUIP EQUIPMENT PLYWD PLYWOOD EW EYE WASH PR PAIR PLUMBING, MEGHANIGAL, 4 ELEGTRIGAL EX15T EXISTING PT TOILET ROOM 1. ALL PLUM5IN6 F FREEZER PTO PAPER TOWEL 015PEN5ER 2. ALL MEGHANIGAL FA FIRE ALARM R REFRIGERATOR (PLAN) 3. ALL ELECTRICAL FAG FACILITY REFR REFRIGERATOR (ELEVATION) a 5EGURITY FGO FLOOR GLEAN OUT REU5F REF ROCE55INC7OF DIALYZER5 0 NURSE GALL FD FLOOR DRAIN REV REV15ION OR ADDENDUM 0 GENERATOR FIE FIRE EXTIN6UI5HER RO REVER5E 05MO515 (WATER) FEG FIRE EXTIN6UI5HER GA13INET 51M 51MILAR FIN FIN15H(ED) 55 SOLID 5URFAGE FIXT FIXTURE 5W 50GIAL WORKER FL FLOOR TT TOILET ROOM F5 FLOOR 51NK VGT VINYL GOMP051TION TILE FRP FIBER REINFORCED PANEL VWG VINYL WALL GOVERIN6 61^3 6YP5UM WALL BOARD WG NHEEL CHAIR 5TORA6E 3q "-4111 TO CENTER r 42" MIN. I� 36" MAX. I TYP. TOILET ROOM PLAN T—I Ir21 ■ 14-W WOOD BLOCKIN6 TO SUPPORT A MIN. 1-1/2" CLEARANCE MIN. 250# APPLIED LOAD ALL SIDES OF ALL GRAB BAR5 GRAB BAR 36" MIN. 6" MAX. GRAB BAR 24" MIN. 12" MIN. 4 SITE PLAN ----- --� T—I 10=2V ., 17" MIN. '' F 1- r 4�� ,NOTE: ALL AGGE55ORIE5 5UGH A5 50AP 015PEN5ER5, PAPER TOWEL 015PEN5ER5, COIN 5LOT5, ETC. 5HALL BE MOUNTED 45' AFF MAX. TO THE ACTION POINT. 2 TYP. LAVATORY DETAIL 3 TYP. TOILET DETAIL T—I V2* ■ I %-V T—I ur = 1-W mil RELOCATIO ALL WORK SMALL CONPLY WITH ALL INCm p EVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEI'HyRHHILLS ORDINANCES REVIEW DATE BLVD. CITY OF ZEPHY: ),U PLANS EXAMJNE Lu Q ILu— z C� f X O� 33541 ■ . lql0")VD NOTES TO GENERAL CONTRACTOR:- , 'AL CONTRALTOR: �.� I. 6G TO CONFIRM THAT ALL FIRE d 5MOKE RATED PENETRATIONS ARE PROPERLY FIRE GAULKED PRIOR TO ARCHITECT AND/OR ENGINEER'S PUNCH INSPECTION. REMOVE CEILING TILES (MINIMUM OF 240) AT ALL FIRE 3 SMOKE RATED PARTITION5, I DUCT DETEGTOR5, FIRE DAMPERS AND 5MOKE/FIRE DAMPER5 TO ALLOW CLEAR V151BILITY FROM FINI5HED FLOOR BELOW. 2. REVIEW PERIOD FOR SHOP DRAWING 5U5MI5510N5 TO BE TEN (10) DAYS. 3. 6G SHALL PROVIDE HE-KLY PRO6RE% REPORT5 ACCOMPANIED BY PHOT05 TO THE ARCHITECT 4 OWNER PROJECT MANA6ER(5) VIA EMAIL THROUGHOUT THE GOUR5E OF THE JOB. FORMAT EXAMPLE: i PROJECT NAIL PROJECT ADDRE55 DATE OF REPORT I SUMMARY OF THE LA5T TWO (2) NEEK5 WITH BULLET POINTS OF THE WORK GOMPLETED OR IN PR06RE-%. SUMMARY OF THE NEXT TWO (2) WEEK5 WITH BULLET POINTS OF THE WORK TO BE 5TARTED OR GOMPLETED. EXISTING PARKING EXI5TIN6 PARKING — BLAND BLVD. ca fA Y c L O O 4- •1 3 L •rl >> CD r- > c cd O U O) ++ c •a rA w c +j L w N +-1 o 111 U —1 L C L O _4 N U 'O m U U_ Q M U M L Q M a. z cp J CD 00 O O N Ofr m C. m Q m m X 0 l--1 0 H z M M In _! Q O XQ Q N m Q I� z O V O _J wLO r M c) o _z'u- Q ~ m Q cn J Y _ Z 2 Q w J w = N Z IL w N DRAWN BY: LJ/CH DATE: 03/12/13 PROJECT N0.1230 REVISIONS REV. REV. REV. Sheet No. T-1 N Z D 0 Ln 0-) 0 N GENERAL NOTES AND CONDITIONS OF THE__CONTRACT A. STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR - AIA DOCUMENT A101-2007. EXCEPTION: STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR RESIDENTIAL AND SMALL COMMERCIAL PROJECTS - AIA DOCUMENT A105-2007 SHALL BE USED WITHOUT ITEM B BELOW WHEN THE CONTRACT COST IS LESS THAN $200,000.00. B. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENT A201-2007. C. THE CONTRACTOR SHALL PURCHASE AND SECURE ALL PERMITS, LICENSES AND INSPECTIONS, PAY ALL FEES AND OBTAIN ALL OCCUPANCY PERMITS. D. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF BUILDING OFFICIALS BEARING ON PERFORMANCE OF THE WORK. E. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE WORK, HAVE CONTROL OVER CONSTRUCTION MEANS AND METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL PROVIDE A MONTHLY JOB STATUS REPORTS TO THE ARCHITECT F. INSURANCE: 1. BUILDERS RISK: TO BE PROVIDED BY THE GENERAL CONTRACTOR. 2. WORKERS COMPENSATION - STATE STATUTORY LIMITS - $1,000,000 3. GENERAL LIABILITY AGGREGATE - $2,000,000 PRODUCTS/COMPLETED OPERATIONS - $2,000,000. 4. EXCESS COVERAGE AGGREGATE - $ 2,000,000. 5. AUTOMOBILE BODILY INJURY & PROPERTY DAMAGE - $ 1,000,000 - COMBINED LIMIT FOR EACH ACCIDENT. 6. ENDORSEMENT AS ADDITIONAL INSURED - THE OWNER AND THEIR EMPLOYEES. 2. SUMMARY OF WORK A. CONTRACT DOCUMENTS INDICATE THE WORK OF THE CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS THAT HAVE AN IMPACT ON THE PROJECT. B. SUMMARY BY REFERENCE: WORK OF THE CONTRACT CAN BE SUMMARIZED BY REFERENCES TO THE CONTRACT, PROJECT MANUAL, GENERAL AND SUPPLEMENTAL & SPECIAL CONDITIONS, GENERAL REQUIREMENTS, TECHNICAL SPECIFICATIONS, DRAWINGS, ADDENDA AND MODIFICATIONS TO CONTRACT DOCUMENTS. C. THE CONTRACT PRICE FOR THE PROJECT SHALL REFLECT ALL FEES, LICENSES, INSURANCES, CONSTRUCTION REQUIRED TO ACCOMMODATE THE EQUIPMENT OF OTHER TRADES, TEMPORARY FACILITIES AND UTILITIES, AND APPLICABLE TAXES. D. WARRANTIES AND BONDS: 1. GENERAL CONTRACTOR'S WARRANTY - LABOR AND MATERIALS FURNISHED AND WORK PERFORMED ARE IN ACCORD WITH THE CONTRACT DOCUMENTS AND WILL BE FREE OF DEFECTIVE MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE AND ONE HALF (1-1/2) YEARS AFTER ACCEPTANCE AND/OR FROM DATE OF SUBSTANTIAL COMPLETION. 2. SUB -CONTRACTOR'S WARRANTY - ON THEIR RESPECTIVE TRADE(S) - LABOR AND MATERIALS AND WORK PERFORMED ARE IN ACCORDANCE THE CONTRACT DOCUMENTS AND AUTHORIZED MODIFICATIONS, AND WILL BE FREE FROM DEFECTS FOR A PERIOD OF ONE AND ONE HALF (1-1/2) YEARS AFTER ACCEPTANCE AND/OR FROM DATE OF SUBSTANTIAL COMPLETION. 3. STATUTORY AFFIDAVIT - THE CONTRACTOR CERTIFIES THAT ALL WORK UNDER THE PROJECT HAS BEEN PERFORMED IN ACCORDANCE WITH THE TERMS THEREOF, THAT ALL MATERIALMEN, MECHANICS, AND LABORERS HAVE BEEN PAID AND SATISFIED IN FULL, AND THAT THERE ARE NO OUTSTANDING CLAIMS, DISPUTED CLAIMS OR ANY CLAIMS TO WHICH THE CONTRACTOR HAS OR WILL ASSERT ANY DEFENSE ARISING OUT OF THE PERFORMANCE OF THE CONTRACT WHICH HAVE NOT BEEN PAID IN AND SATISFIED IN FULL. E. CLEAN UP 1. KEEP PROJECT SITE FREE FROM ACCUMULATION OF WASTE MATERIALS AND RUBBISH AT ALL TIMES DURING CONSTRUCTION. 2. REMOVE ALL WASTE MATERIALS AND RUBBISH FROM AND ABOUT THE PROJECT, AS WELL AS TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY AND SURPLUS MATERIALS, EXCEPT THOSE SPECIFICALLY REQUIRED FOR OWNER'S MAINTENANCE AND/OR FOR COMPLETION OF WORK. 3. STORE VOLATILE AND TOXIC WASTE IN COVERED METAL CONTAINERS, REMOVE FROM SITE ON A DAILY BASIS. PROVIDE ADEQUATE VENTILATION CAD ALL TIMES. 4. PROHIBITED ACTIVITIES: a. BURNING OR BURYING RUBBISH OR DEBRIS ON SITE. b. DISPOSAL OF VOLATILE AND/OR TOXIC THROUGH THE SANITARY OR STORM SYSTEMS OR OTHERWISE ON -SITE DISPOSAL (BURY, SPILL, AIR OR RUN-OFF DISPOSAL). DIVISION NO. 3 CONCRETE: 003110 CONCRETE FORMWORK A. THE METHOD OF FORMING, DESIGN & PLACEMENT FORMWORK AND SHORING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. B. FORMING MATERIALS: 1.' WOOD FORMS FOR UNEXPOSED CONCRETE: #2 COMMON SOUTHERN YELLOW PINE, PLYFORM OR METAL. 2. PLYWOOD FORMS: %" OR GREATER, 5 PLY DOUGLAS FIR STRUCTURAL GRADE, OILED AND EDGE SEALED W/ STANDARD WEIGHT HIGH DENSITY OVERLAY CONFORMING TO US PRODUCT STANDARD PS 1 66 FOR SOFTWOOD PLYWOOD FORMS (CLASS II). 3. FORM OIL: NON -STAINING OIL (ENVIRONMENTALLY ACCEPTABLE). 4.° EXPANSION JOINT FILLER: ASTM D01752-67, TYPE II, X2" THICK x WIDTH OF SLAB AND EQUAL, TO 1" LESS THAN SLAB DEPTH. 5.° CONTROL JOINTS: 24 GAUGE 'GALVANIZED METAL, EQUAL TO PRODUCTS BY CONCRETE SPECIALTIES, INC., KEYHOLD, INC. OR HECKMAN BUILDING PRODUCTS. C. FORMWORK: FORMWORK SHALL COMPLY WITH ACI 301 AND 347. FORMS SHALL CONFORM TI SAPE, LINES, GRADES AND DIMENSIONS INDICATED ON THE CONTRACT DRAWINGS. FORMS SHALL PREVENT LEAKAGE OF LIQUID CONCRETE MORTAR AND BE BRACED & TIED TOGETHER TO MAINTAIN POSITION AND SHAPE. FORMS SHALL NOT DEFLECT FROM WEIGHT OF DEAD LOAD WEIGHT OF LIQUID CONCRETE OR IMPOSED CONSTRUCTION LOADS. VARIATION GREATER THAN %4" TO %" FROM PLUMB LINE OR LEVEL SHALL NOT BE ACCEPTABLE. FORMS SHALL BE EASILY REMOVABLE WITHOUT DAMAGING THE GREEN CONCRETE. EARTH FORMS: FOOTING SIDES AND TRENCH WALL ARE ACCEPTABLE IF SOIL PERMITS, OTHERWISE WOOD FORMS SHALL BE USED. INSTALL PLASTIC MEMBRANE OVER THE EARTH SURFACES PRIOR TO CONCRETE PLACEMENT. ADJUST AND CHECK ALIGNMENT ON FORMWORK IMMEDIATELY AFTER PLACING CONCRETE TO MAINTAIN GRADES, LEVELS AND CAMBER. D. BUILT-IN ITEMS: 1. 6 MIL PLASTIC MEMBRANE VAPOR RETARDER TO BE PLACED UNDER ALL SLABS. 2. FASTENINGS AND ANCHORAGE ITEMS, CHASES, REGLETS, SLEEVES, ETC. SUCH PLACEMENT SHALL NOT INTERFERE WITH REINFORCEMENT. E. FORM REMOVAL: CAREFULLY REMOVE ALL FORMWORK, FILL, RUB AND DRESS ALL SURFACES AS MAY BE REQUIRED TO MAINTAIN HOMOGENOUS EDGE SURFACES. DIVISION NO. 3 CONCRETE: 003200 CONCRETE REINFORCEMENT A. REINFORCEMENT: 1. BARS: DEFORMED REINFORCEMENT SHALL WITH ASTM A615-68. REINFORCING BARS SHALL BE GRADE 60. 2. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A185-611. 3. ACCESSORIES: PREFABRICATED SHALL COMPLY WITH CRSI MANUAL OF STANDARD PRACTICE (CLASS E ® EXPOSED SURFACES AND CLASS A CAD UNEXPOSED SURFACES. B. INSTALLATION: 1. FOOTINGS AND GRADE BEAMS: 3" CLEAR SIDES & BOTTOM, 2" CLEAR ® TOP. 2. SLABS -ON -GRADE: 1" CLEAR ® TOP, 2" CLEAR ® BOTTOM. 3. FABRIC: LAP TWO WIRE, NOT LESS THAN 6". 4. SPLICES OR LAPS - CLASS B TENSION LAP SPLICES UNLESS NOTED OTHERWISE. GENERAL NOTE: TENANT IMPROVEMENTS WILL REQUIRE A VARYING AMOUNT OF IMPROVEMENTS UNDER THIS PROJECT SCOPE OF WORK. THEREFORE, SOME OF THESE SPECIFICATIONS MAY ONLY RELATE TO A SMALL PORTION OF THE WORK, OR IN SOME CASES NONE AT ALL. DIVISION NO. 3 CONCRETE: (THIS DIVISION AND INDIVIDUAL SECTIONS APPLIES ONLY WHERE SCHEDULED OR APPLICABLE UNDER THE MBBI WORK REQUIREMENTS.) 003300 CAST -IN -PLACE CONCRETE PART 1 GENERAL A. RELATED DOCUMENTS 1. DRAWING AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION I - GENERAL REQUIREMENTS, APPLY TO WORK IN THIS SECTION. B. THIS SECTION INCLUDES ALL STRUCTURAL CONCRETE AND PAVING WITH ALL FORMWORK, REINFORCING STEEL AND INCIDENTAL ITEMS REQUIRED TO COMPLETE THE WORK INDICATED ON THE DRAWINGS AND SPECIFIED. PART 2 STANDARD SPECIFICATIONS A. DOCUMENTS 1. EXCEPT AS MODIFIED OR SUPPLEMENTED BY THESE SPECIFICATIONS, THE "STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE" (ACI 301-99) OF THE AMERICAN CONCRETE INSTITUTE SHALL GOVERN ALL WORK IN THIS SECTION AND THE CONTRACTOR MUST HAVE A COPY OF THESE SPECIFICATIONS IN THE PROJECT'S FIELD OFFICE AT ALL TIMES. COPIES OF THE ACI SPECIFICATION MAY BE OBTAINED BY WRITING AMERICAN CONCRETE INSTITUTE, P.O. BOX 19150, REDFORD STATION, DETROIT, MICHIGAN 48210. WHERE ACI 301 AND THIS SECTION OF THE SPECIFICATIONS DISAGREE, THESE SPECIFICATIONS SHALL GOVERN. B. SUPPLEMENTS AND MODIFICATIONS TO THE STANDARD SPECIFICATIONS 1. THE FOLLOWING SECTIONS OF THE STANDARD SPECIFICATIONS SHALL BE MODIFIED AND/OR SUPPLEMENTED AS FOLLOWS: a. SECTION 1.6 INSPECTION AND TESTING SHALL BE PERFORMED BY A FIRM SELECTED AND PAID FOR BY THE OWNER IN ACCORDANCE WITH THE QUALITY CONTROL SECTION OF THIS SPECIFICATION AND SECTION 1.6 OF ACI 301-99 ADDITIONAL CONCRETE CYLINDERS REQUESTED BY THE CONTRACTOR FOR HIS INFORMATION SHALL BE PAID FOR BY THE CONTRACTOR. b. SECTION 1.6.4.1 C TESTING REPORTS FOR CONCRETE DELIVERED TO THE SITE SHALL CONTAIN THE UNIQUE IDENTIFICATION OF THE SPECIFIC MIX FOR THE CONCRETE BEING SUPPLIED FOR THE REPORTED POUR. c. SECTION 1.6.5.2 NONDESTRUCTIVE TESTING SHALL NOT BE USED TO ESTABLISH CONCRETE STRENGTH OR SUITABILITY UNLESS SPECIFICALLY AUTHORIZED BY THE STRUCTURAL ENGINEER. d. SECTION 1.6.7.1 FOR ANY CONCRETE POUR THE STRENGTH LEVEL OF THE CONCRETE WILL BE CONSIDERED SATISFACTORY ONLY IF THE RESULTS OF EVERY COMPRESSIVE CYLINDER BREAK FOR THAT CONCRETE POUR EQUALS OR EXCEEDS THE SPECIFIED COMPRESSIVE STRENGTH. e. SECTION 1.6.7.3 CONCRETE REPRESENTED BY CORE TESTING WILL BE CONSIDERED ADEQUATE ONLY IF THE RESULTS OF EVERY CORE EQUALS OR EXCEEDS THE SPECIFIED COMPRESSIVE STRENGTH. f. SECTION 2.1.2.2, 2.3.3.1 SUBMITTAL OF SHOP DRAWINGS OR PROCEDURES FOR FORMWORK, SHORING, OR RESHORING WILL NOT BE REQUIRED OR REVIEWED BY THE STRUCTURAL ENGINEER. g. SECTION 2.2.2.3 EARTH CUTS MAY BE USED AS FORMS FOR FOOTINGS OR GRADE BEAMS PROVIDING DIMENSIONS ARE CONTROLLED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY DEWATERING OR DRY BOTTOMS NECESSARY TO PLACE CONCRETE TO THE DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS. h. SECTION 2.2.2.5 UNLESS SHOWN OTHERWISE ON THE DRAWINGS ALL REINFORCEMENT SHALL BE CONTINUED THROUGH CONSTRUCTION JOINTS AND BONDED ON BOTH SIDES OF THE JOINT. REINFORCEMENT OR OTHER ITEMS BONDED TO THE CONCRETE (EXCEPT DOWELS BONDED TO ONLY ONE SIDE OF JOINTS) SHALL NOT BE PERMITTED TO EXTEND CONTINUOUSLY THROUGH ANY EXPANSION JOINTS. MAXIMUM SPACING OF EXPANSION JOINTS IN NON -PILE SUPPORTED SIDEWALKS SHALL BE 10 FEET. EXPANSION JOINT FILLER SHALL BE ASTM D 1751 OR D 1752. i. SECTION 2.3 DESIGN, PLACEMENT, AND REMOVAL OF SHORING, RESHORING, AND FORMWORK ARE THE RESPONSIBILITY OF THE CONTRACTOR. NO REVIEW, COMMENTS, OR APPROVAL OF THE STRUCTURAL ADEQUACY OR TIME OF REMOVAL OF SHORES, RESHORES, OR FORMS WILL BE MADE BY THE STRUCTURAL ENGINEER. j. SECTION 3.1.1.1 A. REPLACE THIS PARAGRAPH WITH THE FOLLOWING: PLACING DRAWINGS SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCEMENT SHALL BE SUBMITTED FOR REVIEW. ALL SUBMITTALS SHALL BE MADE ON SHEETS HAVING A MINIMUM SIZE OF 22" X 34". THE PROCEDURE AND QUANTITY OF SUBMITTALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS GIVEN IN THE SUBMITTAL SECTION OF THE PROJECT SPECIFICATIONS. k. SECTION 3.2.1 REINFORCEMENT SHALL COMPLY WITH ASTM A615, GRADE 60. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A185. WIRE FOR WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82. I. SECTION 3.3.2.8 NO FIELD BENDING OR STRAIGHTENING OF REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE (INCLUDING EXISTING REINFORCEMENT) WILL BE ALLOWED. m. SECTION 4.1 CONCRETE, OR CONCRETE THAT IS PUMPED SHALL HAVE AT LEAST 0.5 MORE SACKS OF CEMENTITIOUS MATERIAL PER CUBIC YARD THAN CONCRETE OF THE SAME STRENGTH THAT IS NOT PUMPED. THE CONTRACTOR SHALL SUBMIT THE CONCRETE MIX DESIGN TO THE TESTING LABORATORY FOR REVIEW. EVERY MIX FOR THE PROJECT SHALL HAVE A UNIQUE IDENTIFYING NAME OR NUMBER AND THIS IDENTIFICATION SHALL APPEAR ON THE MIX DESIGN SUBMITTAL. THE BACKUP DOCUMENTATION. AND ON ALL TICKETS FOR THE CONCRETE ACTUALLY DELIVERED TO THE SITE. THE TESTING LABORATORY SHALL SUBMIT A WRITTEN REVIEW OF THE DESIGN MIX TO THE ARCHITECT AND ENGINEER PRIOR TO COMMENCEMENT OF CONCRETE WORK. THE LABORATORY SHALL VERIFY THAT THE MIX SUBMITTED MEETS ALL REQUIREMENTS OF THIS SPECIFICATION, INCLUDING THE IDENTIFICATION CRITERIA LISTED ABOVE. w c C L >, O O 4- •H 3: 4- d � C z > c O cu O U 0) }� C "a -H M ­1 cC 3 LL U cA a) OL. O C X ^ O (1)5 LL U co c L.L. c L. n. SECTION 4.2.1.1 = +p a) 0 CLASS C FLY ASH CONFORMING TO ASTM C618 MAY BE USED IN THE MIX PROVIDING IT CONSTITUTES NO MORE THAN 20% OF THE TOTAL WEIGHT OF THE CEMENTITIOUS MATERIAL. BLAST FURNACE SLAG CONFORMING TO ASTM C989 MAY BE USED , -_ PROVIDING IT CONSTITUTES NO MORE THAN 20% OF THE TOTAL WEIGHT a," OF THE CEMENTITIOUS MATERIAL. O. SECTION 4.2.1.4 ADMIXTURES MAY BE USED IN CONCRETE AT CONTRACTOR'S OPTION AND WITH THE APPROVAL OF THE TESTING LABORATORY. _ p, SECTION 4.2.2.2 WHEN ADMIXTURES (PLASTICIZERS, WATER REDUCERS, ETC.) ARE ran UTILIZED TO INCREASE SLUMP THE ADMIXTURES SHALL BE ADDED AT THE JOB SITE AND THE SLUMP SHALL BE MEASURED PRIOR TO INTRODUCTION OF THE ADMIXTURE. • U q. SECTION 4.2.2.4 UNLESS INDICATED OTHERWISE ON THE DRAWINGS, AIR ENTRAINMENT WILL NOT BE REQUIRED. r. SECTION 4.2.2.5 ADMIXTURES CONTAINING CALCIUM CHLORIDE MAY BE USED ONLY WITH WRITTEN CONSENT OF STRUCTURAL ENGINEER. +� S. SECTION 4.2.2.8 V SEE DRAWINGS FOR STRENGTH OF CONCRETE. (3) t. SECTION 5.1.2.2 B PRIOR TO PLACING ANY CONCRETE NOTIFY ARCHITECT AND STRUCTURAL >" c ENGINEER WHEN REINFORCING STEEL PLACEMENT AND ALL OTHER V co NECESSARY PREPARATIONS WILL BE COMPLETE. GIVE A MINIMUM OF o TWENTY-FOUR (24) AND MAXIMUM OF FORTY-EIGHT (48) HOURS Q NOTICE. CL Q U. SECTION 5.3.2.5 0 i•-f ALL CONCRETE SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION AND (n z 0 SHALL HAVE A MAXIMUM SLUMP OF 4". _j o O N N V. SECTION 5.3.2.6 m T N ALL CONTROL, CONSTRUCTION, OR EXPANSION JOINTS IN PAVING SHALL EXTEND CONTINUOUSLY THROUGH ANY CURBS, SIDEWALKS, ETC. POURED = z Q � WITH OR ON THE PAVING. X V co co Z^ co W. SECTION 5.3.3 "GROUT o" CO J SURFACE EXPOSED TO PUBLIC VIEW SHALL BE GIVEN A LO H N X CLEANED FINISH". Q N m Q ~ < X. SECTION 5.3.4 CONCRETE HARDENER AND SEALER SHALL BE USED ON ALL INTERIOR, EXPOSED CONCRETE FLOORS. Y. SECTION 5.3.4.2 D ALL EXTERIOR PAVING SHALL RECEIVE A BROOM OR BELT FINISH z UNLESS OTHERWISE NOTED. O Z. SECTION 5.3.4.3 C UNLESS DIRECTED OTHERWISE, ALL FLOOR SLABS SHALL RECEIVE A 0 TROWELED FINISH AND ALL SLABS IN EXCESS OF 10,000 SQUARE FEET SHALL BE TESTED FOR FLATNESS IN ACCORDANCE WITH ACI 117 AND SHALL HAVE MINIMUM F NUMBERS OF FF =25 AND FL=20. U O Z.1. MINIMUM FOUR TEST KITS TO BE UTILIZED TO DETERMINE MOISTURE VAPOR EMISSIONS = T IN CONCRETE SLAB. MOISTURE VAPOR EMISSION TEST TO BE CONDUCTED IN GENERAL ACCORDANCE WITH ASTM-F1869 11J LO C. SUBMITTALS: M d 0 � z J 1. DESIGN MIX FOR EACH CLASS OF CONCRETE SHALL BE CONDUCTED BY AN '^ vJ L. INDEPENDENT LABORATORY, APPROVED BY THE ARCHITECT AND PAID FOR BY THE OWNER. TESTS SHALL CONFORM TO ASTM C39-66, C31-69, C142-66, AND J Q co W C172-68 (LATEST EDITIONS). TESTS SHALL E FOR COMPRESSIVE STRENGTH, 0 J FLEXUAL STRENGTH AND SLUMP. Q z J 2. SOURCE QUALITY CONTROL TESTS SHALL BE CONDUCTED BY AN INDEPENDENT \- / _ - Q Q LABORATORY SELECTED BY THE ARCHITECT AND PAID FOR BY THE OWNER. THE W CONTRACTOR SHALL DELIVER SAMPLES OF THE CONCRETE MATERIALS TO BE ♦^ >_ Q TESTED TO THE LABORATORY. _ a. AGGREGATE TESTS SHALL CONFORM TO ASTM C33-67 FOR FINE & COARSE J W AGGREGATES. TESTS TO BE MADE WITHIN 90 DAYS PRIOR TO USE OF - N AGGREGATE. TESTS TO BE MADE FOR GRADATION, STRENGTH AND IMPURITIES. b. LABORATORY REPRESENTATIVE SHALL VISIT BATCHING PLANT TO OBSERVE AND REPORT ON COMPLIANCE OF PROCEDURES WITH SPECIFICATIONS AND CITED ASTM STANDARDS. Z D. MATERIALS: 0- 1. CONCRETE SHALL COMPLY WITH ASTM C94. W N 2. CONCRETE SHALL DEVELOP 3,000 PSI COMPRESSIVE STRENGTH IN 28 DAYS AFTER PLACEMENT. PERFORM ONE TEST FOR EVERY 40 TO 50 CUBIC YARDS OF POURED CONCRETE. 3. AGGREGATE: SHALL COMPLY WITH ASTM C33. a. FINE AGGREGATE SHALL BE SAND HAVING CLEAN, HARD, DURABLE, UNCOATED GRAINS FREE FROM DELETERIOUS MATERIALS. GRADATION SHALL COMPLY W/ASTM STANDARDS. b. COURSE AGGREGATE SHALL BE CRUSHED STONE, GRAVEL, OR INERT MATERIAL HAVING CLEAN, DURABLE, UNCOATED PARTICLES. MAXIMUM SIZES: #57 STONE FOR NORMAL STRUCTURES AND #7 FOR RESTRICTED PLACING CONDITIONS. 4. WATER SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, ALKALIS OR ORGANIC MATERIALS. 5. ADMIXTURES: V-1-a" Qw-,x a. WATER REDUCING ADMIXTURE SHALL BE USED IN ALL CONCRETE. ADMIXTURE SHALL COMPLY WITH ASTM C494, TYPE A, D OR E AS RECOMMENDED BY ; AI , %s5 THE MANUFACTURER. b. AIR -ENTRAINING ADMIXTURE SHALL BE USED IN ALL CONCRETE TO PROVIDE 1-3% AIR ENTRAINMENT. ADMIXTURES SHALL COMPLY WITH ASTM C260. DRAWN BY: 6. JOINT SEALER SHALL BE A RUBBER ASPHALT COMPOSITION CONFORMING TO ASTM D-1 190. LJ/CH C. TESTING: REPRESENTATIVE TEST SAMPLING SHALL BE MADE DURING CONCRETE PLACEMENT PROCEDURES AT THE RATE NOT TO EXCEED ONE TEST FOR EVERY 40 TO DATE: 03/ 12/ 13 50 CUBIC YARDS OF POURED CONCRETE. PROJECT N0.1230 REV. R_ R_ REVISIONS Sheet No. T-2 N Z D 0 Q 0 N DIVISION NO. 3 CONCRETE: 003350 CONCRETE FINISHES A. MATERIALS: 1. CURING COMPOUND FOR NON CONCRETE SHALL BE A CLEAR LIQUID NON COMPOUND CONFORMING TO ASTM C309-58, TYPE I. - ACCEPTABLE PRODUCTS ARE, AS FOLLOWS: a. CRYSTAL CLEAR SEAL - LAMBENT CORP. b. POLY -SEAL - MASTER BUILDERS. c. EUCOCURE - EUCLID CHEMICAL CO. d. DEMICON - CASTLE CORP. e. TRIPLE-KURE - COBRA CHEMICALS, INC. B. PATCHING OF DEFECTIVE WORK SHALL BE PERFORMED IMMEDIATELY AFTER FORM REMOVALS. C. ALL CONCRETE SLABS SHALL BE SCREEDED OFF AT THE FINISH SLAB LINE. TOLERANCE FOR GRADE OR LEVEL SHALL BE Y8" f FROM REQUIRED GRADE IN ANY 10'-0" RADIUS CIRCLE. WITH A MAXIMUM SLOPE OF Y8" IN ANY 5'-0" LINE. D. MONOTHITHIC FINISH SHALL BE USED FOR EXPOSED CONCRETE FLOOR AND SLAB TO RECEIVE CONTACT FLOOR COVERING. INTERIOR FLOOR SLABS SHALL HAVE A STEEL TROWEL FINISH. POWER TROWELING TO BE USED FOR FINAL FINISH SURFACES. E. EXPOSED EXTERIOR CONCRETE SLABS SHALL RECEIVE AN EVEN WOOD FLOAT FINISH USING LIGHTLY SWIRLED MOTIONS. EXPOSED EDGES SHALL BE TOOLED TO FORM Y4" RADIUS ROUNDED EDGES. F. FLOOR SLABS UNDER MASONRY TILE FLOORING OR PAVERS SHALL BE SCREEDED AND ROUGHENED. G. EXPOSED CONCRETE (OTHER THAN HORIZONTAL SLAB SURFACES) SHALL BE GIVEN A SMOOTH RUBBED FINISH WHETHER PAINTED OR NOT. FORM MARKS, FINS AND PROJECTIONS SHALL BE REMOVED AND THE SURFACES RUBBED WITH CARONUNDUM BLOCK AND WATER. H. CURING CONCRETE: 1. PROVISIONS SHALL BE MADE FOR MAINTAINING CONCRETE IN A MOIST CONDITION FOR AT LEAST FIVE (5) DAYS. 2. CONCRETE SHALL BE KEPT MOIST ANY COMBINATION OF THE FOLLOWING: a. LEAVING FORMS IN PLACE FOR SEVEN (7) DAYS. b. SPRAYING WITH WATER OR PONDING. c. USING MOISTURE RETAINING COVERING. d. APPLYING A SEAL COAT OF LIQUID CURING COMPOUND. 3. APPLY CURING COMPOUND TO ALL INTERIOR SLABS IN ACCORDANCE MANUFACTURER'S RECOMMENDATIONS. DIVISION NO. 4 MASONRY: 004100 MORTAR AND GROUT (THIS SECTION APPLIES ONLY WHERE SCHEDULED OR APPLICABLE UNDER THE MBBI WORK REQUIREMENTS.) A. MATERIALS: 1. PORTLAND CEMENT - MEETING ASTM C150-86, DOMESTIC MFR. NORMAL WEATHER CONDITIONS - TYPE I. COLD WEATHER - TYPE III OR IIIA. COLOR(S) AS SELECTED: MORTAR FOR CONCRETE MASONRY UNITS - NORMAL MORTAR COLOR MORTAR FOR FACE BRICK - BUFF - SUBMIT SAMPLES FOR APPROVAL 2. HYDRATED LIME: ASTM C207-79, TYPE S. 3. MASONRY CEMENT: ACCEPTABLE MANUFACTURERS: a. CITADEL CEMENT DIV. LAFARGE CORP. b. GIANT CEMENT CO. c. NATIONAL CEMENT CO. d. U. S. CEMENT CO. e. BLUE CIRCLE CEMENT CO. f. W. R. MEADOWS OF GA CHARACTERISTICS: ASTM C91-87a, NON- STAINING 12% MAXIMUM AIR -CONTENT BY VOLUME. 4. AGGREGATE: MORTAR - CLEAN, HARD, NATURAL, WASHED SAND MEETING ASTM C144-89 AND ASTM C404-87, SIZE NO. 2, NATURAL. CEMENT GROUT - ASTM C404, FINE AGGREGATE, SIZE NO. 1. 5. WATER: CLEAN, POTABLE, FREE FROM DELETERIOUS AMOUNTS OF ALKALIDES, ACIDS AND ORGANIC MATERIALS. CHARACTERISTICS: ASTM C91-87a, NON- STAINING 12% MAXIMUM AIR -CONTENT BY VOLUME. 4. AGGREGATE: MORTAR - CLEAN, HARD, NATURAL, WASHED SAND MEETING ASTM C144-89 AND ASTM C404-87, SIZE NO. 2, NATURAL. CEMENT GROUT - ASTM C404, FINE AGGREGATE, SIZE NO. 1. 5. WATER: CLEAN, POTABLE, FREE FROM DELETERIOUS AMOUNTS OF ALKALIS, ACIDS AND ORGANIC MATERIALS. B. MIXES: 1. MORTAR PROPORTIONS: TYPE S JOB MIXED OR BAG MIXED MORTAR: a. PROPORTION MATERIALS BY VOLUME PER ASTM C270 87 OR JOB MIXES AVAILABLE FROM ARCHITECT. 2. FINE GROUT PROPORTIONS: BY VOLUME PER ASTM C476-83 3. COURSE GROUT PROPORTIONS: BY VOLUME PER ASTM C476-83 MIX AVAILABLE FROM ARCHITECT. C. JOINTS: BRICK MASONRY JOINTS SHALL BE STANDARD CONCAVE JOINTS ACCEPTABLE TO OWNER AND ARCHITECT. DIVISION NO. 4 MASONRY: 004150 MASONRY ACCESSORIES (THIS SECTION APPLIES ONLY WHERE SCHEDULED OR APPLICABLE UNDER MBBI WORK REQUIREMENTS) A. ACCEPTABLE MANUFACTURERS: 1. DUR-O-WAL, INC. 2. AA WIRE PRODUCTS CO. 3. HECKMAN BUILDING PRODUCTS, INC. 4. HOHMANN & BARNARD, INC. 5. MASNORY REINFORCING CORP OF AMERICA 6. NATIONAL WIRE PRODUCTS CORP. B. MASONRY JOINT REINFORCEMENT: 1. FABRICATE FROM DRAWN WIRE PER ASTM A82-85 2. GALVANIZE ITEMS (EXTERIOR WALLS) PER ASTM A153-82, CLASS B-2 3. CROSS WIRE - 9 GAUGE WIRE, BUTT WELD TO LONGITUDINAL RODS. 4. WIDTHS - 2" LESS THAN WALL WIDTHS. C. BRICK WALL TIES - STANDARD 14 GAUGE, GALVANIZED BRICK VENEER WALL TIES. INSTALLED A MINIMUM OF 16" O.C. UNLESS MANUFACTURES SPECIFICATIONS ARE MORE STRINGENT: D. OTHER GALVANIZED MASONRY WALL REINFORCEMENT REQUIRED FOR SPECIAL CONDITIONS. E. VERTICAL EXPANSION JOINTS IN BRICK VENEER: 1. SHALL BE CONTINUOUS FROM TOP TO BOTTOM OF BRICKWORK 2. JOINTS IN BRICKWORK WITHOUT OPENINGS S 25' O.C. 3. JOINTS IN BRICKWORK WITH MULTIPLE OPENINGS, SPACED SYMMETRICALLY S 20' O.C. 4. PLACEMENT: - AT OR NEAR CORNERS, MINIMUM OF 10' FROM CORNER AT OFFSETS AND SETBACKS - AT WALL INTERSECTIONS - AT CHANGES IN WALL HEIGHT - WHERE WALL BACKING SYSTEM CHANGES - AT ONE SIDE OF EACH DOOR AND WINDOW OPENING - PLACE BEHIND DOWNSPOUT LOCATIONS WHEN POSSIBLE F. PROTECT LAID MASONRY TO A MINIMUM OF 4'-0" ABOVE FINISHED GRADE WHILE LAYMENT CONTINUES -ABOVE. DIVISION NO. 4 MASONRY: 004200 CONCRETE UNIT MASONRY (THIS SECTION APPLIES ONLY WHERE SCHEDULED OR APPLICABLE UNDER MBBI WORK REQTS.) A. CONCRETE MASONRY UNIT: 1. HOLLOW LOAD BEARING UNITS: ASTM C90-85, LIGHTWEIGHT, GRADE N-II. NORMAL FACE DIMENSIONS: 4", 8" & 12" WIDE BY 1'-4" LONG. 2. SOLID LOAD BEARING UNITS: ASTM C145-85, GRADE N-II. NORMAL FACE DIMENSIONS: 4", 8" & 12" WIDE BY 1'-4" LONG. 3. HOLLOW NON -LOAD BEARING UNITS: NORMAL FACE DIMENSIONS: 4", 8" & 12" WIDE BY 1'-4" LONG. 4. UL LISTED (LABELED) UNITS: UL DES 618, 2 HRS, 3 HRS & 4 HRS. NORMAL FACE DIMENSIONS: 8" & 12" WIDE BY V-4" LONG. B. COMPRESSIVE STRENGTH: 1350 psi, MINIMUM BASED ON NET AREA. C. MASONRY CLEANING COMPOUNDS: QUIK KLEEN - L & M CONSTRUCTION CHEMICALS. SURE KLEAN 600 HEAVY DUTY CONCRETE CLEANER - PROSOCO INC. AND INORGANIC ACID. D. MORTAR: TYPE S. E. PROTECT LAID MASONRY TO A MINIMUM OF 4'-0" ABOVE FINISHED GRADE WHILE LAYMENT CONTINUES ABOVE. DIVISION NO, 4 MASONRY: 004210 BRICK UNIT MASONRY (THIS SECTION APPLIES ONLY WHERE SCHEDULED OR APPLICABLE UNDER MBBI WORK REQTS.) A. FACE BRICK UNIT MASONRY: 1. MEETING ASTM C216-89, GRADE SW, TYPE FBA. 2. SIZE: 3 %" x 7 %" x 2 Y4" 3. PROVIDE COLOR AND TEXTURE: ALLOWANCE - $ PER THOUSAND INCLUDING ACCENT COLORS AND SPECIAL SHAPES. COST ADJUSTMENT WILL BE MADE UPON ACTUAL PURCHASE OF BRICK. 4. WEEPS: OMIT VERTICAL MORTAR JOINTS •O WEEP LOCATIONS. PROVIDE WEEPS ® 16" OC AT ALL FLASHING LOCATIONS. 5. CLEANING COMPOUNDS: a. DC-6 - HALLMARK CHEMICAL CORP. b. DEOX - NATIONAL CHEMSEARCH CORP. c. SUREKLEAN 600 DETERGENT OR VANA-TROL - PROSOCO, INC. d. INORGANIC ACID. 6. MORTAR COLOR: BUFF MORTAR JOINT: TYPE S, %" HIGH, TOOLED CONCAVE JOINT. B. PROTECT LAID MASONRY TO A MINIMUM OF 4'-O" ABOVE FINISHED GRADE WHILE LAYMENT CONTINUES ABOVE. C. WALL MOCKUP: LAY 6'-0" LONG x 4'-0" HIGH SAMPLE BRICK VENEER WALL COMBINATION OF FACE BRICK ATTACHED TO STUD WALL BACK UP. INDICATE THE FOLLOWING: BONDING, MORTAR COLOR, JOINT TOOLING, BRICK COLORS, TEXTURES AND REINFORCEMENT. D. REPRESENTATIVE: LORI COLVILLE: 404-792-1500, EXT. 2904. EMAIL: TINA.HAM PTON®BORAL.COM. DIVISION NO. 5 METALS: 005100 STRUCTURAL STEEL (WHERE APPLICABLE ONLY UNDER MBBI REQUIREMENTS, THESE STRUCTURAL STEEL SPECIFICATIONS WILL BE ADDED TO THE WORK REQUIREMENTS.) DIVISION NO. 5 METALS: 005400 COLD FORMED METAL FRAMING A. MATERIALS: 1. FRAMING: STRUCTURAL STUDS/JOISTS: ASTM A446-85. 2. GALVANIZING: ASTM A5;25-87 COATING DESIGNATION G90, W/ NOT LESS THAN 0.8 OZ ZINC PSF. 3. CLIPS, ANGLES AND ACCESSORIES: ASTM A36-87a. 4. WELDING ELECTRODES: AWS D1.1-84. B. FRAMING MEMBERS: 1. MATERIALS - SEE ABOVE. 2. GAUGES: 20 GAUGE, UN -COATED THICKNESS, UNLESS NOTED OTHERWISE. 3. YIELD STRENGTHS: a. 20 GAUGE MATERIALS - 33 ksi. b. 18 GAUGE MATERIALS - 37 ksi. c. 16 GAUGE AND HEAVIER MATERIALS - 50 ksi. 4. C-SHAPED STUDS OR JOISTS: CSJ SERIES STUDS/JOISTS, 1 %" DEEP W/ Y2" RETURNS, GALVANIZED. 5. CR RUNNERS: PROVIDE 1" DEEP RUNNERS, SAME GAUGE AS STUDS. C. RUNNERS, BRACING, GUSSETS, ROLLED ANGLES, WEB STIFFENERS, STRAPPING AND CLIPS: SAME GAUGE AS FRAMING MATERIALS. D. FASTENERS: 1. FASTENING METAL RUNNERS TO CONCRETE: POWDER ACTUATED TYPE CAPABLE OF WITHSTANDING 285 LBS., SINGLE SHEAR, 150 LB. PULLOUT AND 240 LB. BEARING FORCE W/0 EXCEEDING ALLOWABLE STRESS DESIGN OF FASTENER NOR MEMBER BEING FASTENED: 0.177" DIAL. x 1 7, 6" MINIMUM PENETRATION. 2. FASTENING MEMBERS TO EACH OTHER: NO 12-14 MINIMUM METAL SCREWS DESIGNED STRUCTURAL CONNECTIONS FOR SHEAR OR BEARING AND PULL OUTS. 3. PROVIDE OTHER FASTENERS REQUIRED BY ENGINEERING SHOP DRAWINGS. DIVISION NO. 5 METALS: 005500 METAL FABRICATIONS A. MATERIALS: 1. STRUCTURAL STEEL SHAPES: ASTM A36. 2. HOT -ROLLED CARBON STEEL SHEETS AND STRIPS: ASTM A568-84 AND A570-84a, GRADE B. 3. COLD -ROLLED CARBON STEEL SHEETS: ASTM A366-72 B. PRIMER PAINT: AMERON PROTECTIVE COATING DIVISION: AMERGUARD 148; PORTER INTERNATIONAL #35657 WHITE; TNERMEC COMPANY, INC. #10-99W. DIVISION NO, 6 WOOD AND PLASTICS: 006100 ROUGH CARPENTRY 1. LUMBER: FRAMING LUMBER GRADED UNDER ALSC RULES AND WWPA OR SFPA. MISC. BLOCKING, FURRING: Y2" TO -Y4" THICKNESS, 2" TO 4" WIDE. PLATES, BLOCKING, BRACING NAILERS: STANDARD GRADE. GENERAL UTILITY PURPOSES: STANDARD GRADE. LUMBER IN CONTACT WITH CONCRETE, EXTERIOR MASONRY WALLS USED FOR GRAVEL STOPS: NO 2 SOUTHERN PINE. 2. TREATED MATERIALS: ABOVE GRADE USE: AWPA C-2-87 & AWPB LP2, 0.25 RETENTION. BELOW GRADE USE: LP22, 0.40 RETENTION. MOISTURE CONTENT: LUMBER 19%, PLYWOOD 15%. 3. PLYWOOD: CONFORM TO TYPES RECOMMENDED FOR INTENDED USE IN CURRENT AWPA STANDARDS AND APA ENGINEERED WOOD CONSTRUCTION GUIDE, FORM E30 4. METAL ITEMS: CLEVELAND STEEL SPECIALTY CO.; HARLEN METAL PRODUCTS, INC.; KANT SAG DIV OF UNITED STEEL PRODUCTS CO.; SILVER PRODUCTS, INC.; SIMPSON PRODUCTS CO. 5. ANCHORS AND FASTENERS: a. BOLTS, NUTS, STUDS AND LAG SCREWS: ANSI B18.41. b. WOOD SCREWS: ANSI 618.6.1 AND FED SPEC. FF S 111. c. NAILS, BRADS, STAPLES AND SPIKES:. FED SPEC FF N 1058. d. NAILS AND SPIKES FOR EXTERIOR FRAMING: HOT DIP GALVANIZE ASTM A153-82, CLASS D. DIVISION NO. 6 WOOD AND PLASTICS: 006190 PREFABRICATED WOOD TRUSSES PART 1 GENERAL (WHERE REQUIRED UNDER THE MBBI WORK REQUIREMENTS, THESE SPECS WILL BE ADDED TO THE WORK REQUIREMENTS.) DIVISION NO. 6 WOOD AND PLASTICS: 006200 FINISH CARPENTRY A. MATERIALS: 1. LUMBER - UNEXPOSED MILLWORK FRAMING & BLOCKING: a. 2"x 4": STANDARD GRADE WEST COAST LUMBER. b. MEMBERS LARGER THAN 2" x 4": NO. 2 GRADE. 2. LUMBER - EXPOSED & SEMI -EXPOSED PAINTED MILLWORK, SHELVING AND TRIM: CUSTOM GRADE WHITE PINE, KILN DRIED. 3. LUMBER - EXPOSED & SEMI -EXPOSED STAINED WOOD CABINETRY, SHELVING AND PANELING: BIRCH. 4. EXPOSED AND SEMI -EXPOSED STAINED WOOD MOLDING & TRIM: CUSTOM GRADE BIRCH MILLED TO EQUAL RANDALL BROS.' SHAPES (ATLANTA LOCATION). 5. FASTENERS: PROVIDE BOLTS, NUTS, WASHERS, SCREWS, TOGGLE BOLTS, SIMILAR FASTENERS REQUIRED TO ATTACH AND SECURE WORK. 6. INSTALL SIMPSON NAIL STOPPERS -NS AT ALL PLUMBING, ELECTRICAL AND GAS PIPING RUNS THRU WOOD STUD FRAMING. 7. EXTERIOR TRIM: NOMINAL 1 x 4 UP TO 1 x 12; 2 x 4 UP TO 4 x 4 TRIM: C SELECT AND BETTER SPF, S4S. 8. SHEET MATERIALS: a. UNEXPOSED AND SEMI -EXPOSED MILLWORK & GENERAL CARPENTRY: APA A-C G-1, EXTERIOR THICKNESS INDICATED. b. EXPOSED STAINED MILLWORK PLYWOOD: APA A-B, GROUP 1, EXTERIOR, THICKNESS INDICATED. c. EXPOSED TRANSPARENT FINISH MILLWORK PLYWOOD: AWI QUALITY STANDARDS AND ANSI/HPMA HP 1983 FOR MILLWORK GRADE SPECIFIED, THICKNESS INDICATED. d. SUBSTRATE FOR PLASTIC LAMINATE: ANSI/HPMA HP 1983; 5 PLY, ROTARY CUT BIRCH, Y8" MINIMUM, GRADE 2-2 VENEERS, SANDED FACE, TECHNICAL TYPE CORE; OVERALL %` THICKNESS. e. PLASTIC LAMINATE: WILSON ART - RALPH WILSON PLASTICS CO. f. PLASTIC LAMINATES: NEMA STANDARD LD-3.1 1985: (1) HORIZONTAL APPLICATION - GRADE GP-50. (2) VERTICAL APPLICATION - GRADE GP-28. (3) BACKING SHEET - GRADE BK-20. (4) COLORS AS SELECTED BY ARCHITECT FROM LAMINATED MFR. STANDARD SOLID COLORS, MATTE TEXTURE, GLOSSOMETER OF 7.0f SELECTION. DIVISION NO. 7 THERMAL AND MOISTURE PROTECTION: 007190 VAPOR RETARDERS (THIS SECTION APPLIES ONLY WHERE SCHEDULED OR APPLICABLE WHERE SCHEDULED UNDER THE MBBI WORK REQUIREMENTS) A. MATERIALS: 1. VAPOR RETARDER UNDER FLOOR SLABS: SIX (6) MIL POLYETHYLENE SHEETING PER ASTM D2103-86. SERVICEABILITY: ASTM D2103-86. 2. ADHESIVE OR TAPE: TYPE RECOMMENDED BY MFR. 3. INSTALL HOUSE WRAP AROUND PERIMETER EQUAL TO AMOWRAP BY AMOCO FOAM PRODUCTS. ASTM A568-84 AND A570-84a, GRADE B. GENERAL NOTE: TENANT IMPROVEMENTS WILL REQUIRE A VARYING AMOUNT OF IMPROVEMENTS UNDER THIS PROJECT SCOPE OF WORK. THEREFORE, SOME OF THESE SPECIFICATIONS MAY ONLY RELATE TO A SMALL PORTION OF THE WORK, OR IN SOME CASES NONE AT ALL. cz U) � c L >, 0 0 4- •1 3: L •0 >. a)c z > 0 m O U c ++ c m c ++ .1-1 C13 :3 U L c x O O c X /1 +-1 O d LL U •rl ¢f cA d L c L. 4� d O c E 4-- 0 •ri N U "O m is c-in These --_ t cr_= he-cb_y 4f i«avd hj {F,n s03 G- --C JVPR:i: � ' ji of the 0; Oi �':r.•,S:Q!}S iy0 Fi'n{(^L"3Rbf:t!k'1y• i I i „l 11, U U CD U M � 0 Q� Q cf) z CD cc =J O O t- N oc o w m 0 0 W r h m r� m z Q m M X Or- _CD LO H J X ~ N m Q lai Z O Q U O wLO T " � U o tM U - J LL 1 Q co 0 _j Q ~ > Z J _ Q cr U) Q W %' -� w _ N Z Q. W N 3 -m AS DRAWN BY: LJ/CH DATE: 03/ 12/ 13 PROJECT NO.1230 REV. REV. R_ REVISIONS Sheet No. T-3 N Z 0 ry T) N 0-) O N DIVISION NO. 7 THERMAL AND MOISTURE PROTECTION: 007210 BUILDING INSULATION A. MATERIALS: 1. BATT INSULATION: FIBERGLASS BATTS, 16" & 24" WIDTHS. a. KRAFT FACED, ASTM C665-86, TYPE II, CLASS C, PERM RATING OF1.0 MINIMUM. b. "R" VALUE FOR THERMAL RESISTANCE: (1) EXTERIOR WALL - FULL HEIGHT R-19, (2) CEILING - R-30 PLACED IN PLANE OF BOTTOM CHORD OF TRUSSED RAFTERS ROOF FRAMING. (3) ROOF DECK - R-19. UNLESS OTHERWISE INDICATED. 2. OPEN CELL SPRAY FOAM INSULATION a. OPEN CELL FOAM, R-VALUE TESTED WITH ASTM C-518 b. "R" VALUE FOR THERMAL RESISTANCE: NOMINAL R-VALUE OF 6 PER INCH THICKNESS. c. APPLY A MINIMUM OF 5 INCHES OF THICKNESS TO BOTTOM SIDE OF ROOF DECK, R-30 REQUIRED. d. INSTALL REQUIRED IGNITION BARRIER AS RECOMMENDED BY MANUFACTURER. ICYNENE BLAZLOK 1B4 OR EQUAL. e. RECOMMENDED MANUFACTURERS: LAPOLLA: FOAM-LOK, ICYNENE, NCFI POLYURETHANES: INSULSTAR, OR EQUAL. 3. SOUND BATT INSULATION: UNFACED GLASS FIBER - ASTM C 665 TYPE 1 & ASTM E 136. a. SIZE: R-VALUE 11.0 WHEN TESTED WITH ASTM C 518. b. VAPOR RETARDER PERM RATING: 1.0 WHEN TESTED WITH ASTM C 518. c. SURFACE BURNING CHARACTERISTICS: (1) UNFACED INSULATION (2) MAXIMUM FLAME SPREAD: 10 (3) MAXIMUM SMOKE DEVELOPED: 10 (4) WHEN TESTED IN ACCORDANCE WITH ASTM E 84. d. DIMENSIONAL STABILITY: LINEAR SHRINKAGE LESS THAN 0.1 %. 4. RIGID EXTRUDED POLYSTYRENE INSULATION (WEPS) SHEATHING. AMOCO FOAM PRODUCTS, INC. - AMOFOAM-SL; DOW CHEMICAL USA - STYROFOAM SCORE BOARD. 5. PERIMETER INSULATION: RIGID EXTRUDED POLYSTYRENE PERIMETER INSULATION (XEPS): (IF REQUIRED BY APPLICABLE CODE. PRODUCTS: AMOCO FOAM PRODUCTS, INC. - AMOFOAM-CM DOW CHEMICAL USA - STYROFOAM SQUARE EDGE. 6. KRAFT BACK INSULATION SHALL NOT BE EXPOSED UNDER ANY CIRCUMSTANCE. ALL KRAFT BACK INSULATION IN WALLS ABOVE CEILING SHALL BE PROTECTED WITH GYPSUM BOARD SHEATHING. 1. CHARACTERISTICS: a. EXTRUDED MATERIALS, CLOSED CELL POLYSTYRENE BOARD, ASTM C578-87a, TYPE IV. b. THICKNESS 1 1 /2" c. DENSITY: 2.0 PCF, MINIMUM. d. "K" VALUE ® 75' F: 0.20 e. COMPRESSIVE STRENGTH: 20 MINIMUM 1.1 PER -IN, TESTED PER ASTM D 1621-73. f. WATER VAPOR TRANSMISSION: MAXIMUM 1.1 PERM -IN, ASTM E96-80, PROCEDURE B. g. SIZE: 2'-0" x 8'-0". h. EDGES: SQUARE. i. EACH BOARD MARKED TO INDICATE CODE COMPLIANCE. DIVISION NO. 7 THERMAL AND MOISTURE PROTECTION: 007270 FIRESTOPPING A. MATERIALS: 1. PENETRATIONS, SMOKE AND FIRE, NOT REQUIRING INTUMESCENT QUALITIES. FOAMING TYPE: DOW CORNING CO. - RTV 2001; GENERAL ELECTRIC CO. - PENSIL RTV851. 2. SEALANTS: DOW CORNING CO. FIRE STOP NO. 2000; FLAME STOP, INC. FLAME STOP V CAULKING/TROWELLABLE.; GENERAL ELECTRIC CO. - RTV 7403; METALINES, INC. METALCAULK SERIES; NELSON ELECTRIC NELSON CMP; STANDARD OIL ENGINEERED MATERIALS - FIBERFRAX SERIES; 3M CO/ELECTRICAL PRODUCTS DIVISION - INTERAM FIREDAM 150 CAULK. 3. STRIP OR WRAP: DOW CORNING CO. - FIRE STOP 2002 INTUMESCENT WRAP STR.; 3M CO./ELECTRICAL PRODUCTS DIVISION - FIRE BARRIER. 4. PUTTY: FLAME STOP, INC. FLAMES STOP V PUTTY; NELSON ELECTRIC - NELSON FSP, FLAMESEAL.; 3M CO/ELECTRICAL PRODUCTS DIVISION - FIRE BARRIER CAULK 3303. 5. TAPE: 3M CO/ELECTRICAL PRODUCTS DIVISION - INERAM T-49. 6. SAFING INSULATION: FIBREX - FBX SAFING INSULATION; MANVILLE CORP. - PYRO-FIBER SAFING INSULATION; USG ACOUSTICAL PRODUCTS CO. - THERMAFIBER SAFING INSULATION. a. CHARACTERISTICS: BLOWN, BONDED, COMPRESSIBLE, SEMI -RIGID, MINERAL FIBER BLANKET PER ASTM C612-83, CLASS 3. b. DENSITY: SIX (6) PCF, NOMINAL c. COMBUSTIBILITY: NON-COMBUSTIBLE PER ASTM E136-82. d. FLAME SPREAD: 15 PER ASTM E84-87. e. ACCESSORIES: PROVIDE MFR.'S STANDARD IMPALING CLIPS. B. PENETRATIONS, SMOKE AND FIRE, REQUIREMENT INTUMESCENT QUALITIES, SUCH AS PVC PIPE OR OTHER DISSOLVING MATERIALS. 1. SEALANTS: FLAMES STOP, INC. -FLAMES STOP V CALKING/TROWELLABLE; STOP V CAULKING/TROWELLABLE.; ETALINES, INC. METALCAULK SERIES; 3M CO/ELECTRICAL PRODUCTS DIVISION - FIRE BARRIER CAULK CP-25. 2. STRIP OR WRAP: DOW CORNING CO. - FIRE STOP 2002 INTUMESCENT WRAP STRIP; 3M CO./ELECTRICAL PRODUCTS DIVISION - FIRE BARRIER WRAP/STRIP FS-195. 3. PUTTY: FLAME STOP, INC. - FLAMES. STOP V PUTTY; NELSON ELECTRIC - NELSON FLAMESEAL.; 3M CO/ELECTRICAL PRODUCTS DIVISION - FIRE BARRIER CAULK 303. 4. TAPE: 3M CO/ELECTRICAL PRODUCTS DIVISION - INERAM T-49. 5. SHEET: 3M CO/ELECTRICAL PRODUCTS DIVISION - COMPOSITE SHEET CS-195. 6. KITS FOR ROUND & RECTANGULAR PENETRATIONS: 3M CO./ELECTRICAL PRODUCTS DIVISION 7902 AND 7904 SERIES. 5. SAFING INSULATION: FIBREX - FBX SAFING INSULATION; MANVILLE CORP. - PYRO-FIBER SAFING INSULATION; USG ACOUSTICAL PRODUCTS CO. - THERMAFIBER SAFING INSULATION a. CHARACTERISTICS: BLOWN, BONDED, COMPRESSIBLE, SEMI -RIGID, MINERAL FIBER BLANKET PER ASTM C612-83, CLASS 3. b. DENSITY: SIX (6) PCF, NOMINAL c. COMBUSTIBILITY: NON-COMBUSTIBLE PER ASTM E136-82. d. FLAME SPREAD: 15 PER ASTM E84-87. e. ACCESSORIES: PROVIDE MFR.'S STANDARD IMPALING CLIPS. 6. PENETRATIONS, SMOKE AND FIRE, REQUIREMENT INTUMESCENT QUALITIES, SUCH AS PVC PIPE OR OTHER DISSOLVING MATERIALS. DIVISION NO. 7 THERMAL AND MOISTURE PROTECTION: 007310 COMPOSITION SHINGLES (THIS SECTION APPLIES ONLY WHERE SCHEDULED OR APPLICABLE UNDER THE MBBI WORK REQUIREMENTS) A. MATERIALS: 1. LAMINATED FIBERGLASS BASE SHINGLES: a. CERTAINTEED CORP. - HALMARK SHINGLES b. GAF CORP. TIMBERLINE. c. TANKO - HERITAGE M30. 2. CHARACTERISTICS: a. FIBERGLASS FELT SHINGLES PER ASTM D3018-82, TYPE 1. b. MEETS UL CLASS A FOR FIRE RESISTANCE. c. MEETS UL STANDARDS FOR WIND RESISTANCE. d. PROVIDE SHINGLES W/ SELF SEALING STRIPS. e. PROVIDE MANUFACTURER'S MIN. 20 YEAR WITH NO DOLLAR LIMIT. f. COLOR: AS SELECTED BY ARCHITECT FROM MFR.'S STANDARD COLORS. 3. -ACCESSORIES: a. ROOFING FELTS, UNDERLAYMENT: MEETS ASTM D226-87, TYPE 1, 30 LBS PER SQUARE, ASPHALT SATURATED ORGANIC FELT, 3'-0" WIDE, UNPERFORATED. b. NAILS: HOT -DIPPED GALVANIZED, 10 )� GAUGE RINGED SHANK; LENGTH TO PENETRATE ROOF DECK, MINIMUM -Y4". c. STAPLES: ZINC COATED, 16 GAUGE STAPLES, 1" NOMINAL CROWN. d. RIDGE SHINGLES: MATCH COLOR OF EXISTING SHINGLES. DIVISION NO. 7 THERMAL AND MOISTURE PROTECTION: 007460 VINYL SIDING (THIS SECTION APPLIES ONLY WHERE SCHEDULED OR APPLICABLE UNDER THE MBBI WORK REQUIREMENTS.) A. MATERIALS: 1. VINYL SIDING: ALCOA LIBERTY - DOUBLE 4" - ALCOA BUILDING PRODUCTS; DOUBLE IV - ALSIDE; FOREST RIDGE - DOUBLE 4" - GEORGIA PACIFIC. 2. SOLID VIYL SIDING: EXTRUDED POLY VINYL CHLORIDE (PVC) COMPOUND PER ASTM D3769, "STANDARD SPECIFICATION FOR PVC SIDING" 3. COLOR: AS SELECTED BY ARCHITECT FROM MFR.'S STANDARD COLORS. 4. TRIM & ACCESSORIES: SAME MFR. AS VINYL SIDING, COLOR TO MATCH VINYL SIDING AND SOFFIT. B. VINYL SOFFIT: 1. MANUFACTURERS: a. PRO -TECH PLUS - ALCOA BUILDING PRODUCTS. b. SERIES E SMOOTH PREMIUM - ALSIDE, INC. c. T/4 CENTER VENT SOFFIT - GEORGIA PACIFIC CORP. d. NOTE: PROVIDE SUPERSPAN HEAVY GAUGE PREMIUM SOFFIT ® ENTRANCE CANOPY, ALSIDE, INC. OR EQUAL. 2. SOLID AND VENTILATED SOFFIT: EXTRUDED POLY CHLORIDE (PVC) COMPOUND PER ASTM D 3769 " STANDARD SPECIFICATION FOR PVC SIDING. 3. COLOR AS SELECTED BY ARCHITECT FROM MFR.'S STANDARD COLORS. C. ALUMINUM FASCIA: 1. ALCOA BUILDING PRODUCTS - F2C6. 2. -ALSIDE, INC. - 6" SMOOTH. 3. GEORGIA PACIFIC - 6" SMOOTH. DIVISION NO. 7 THERMAL AND MOISTURE PROTECTION: 007600 FLASHING AND SHEET METAL: (THIS SECTION APPLIES ONLY WHERE SCHEDULED OR APPLICABLE UNDER THE MBBI WORK REQUIREMENTS) A. MATERIALS: 1. GALVANIZED SHEET METAL 24 GAUGE PAINT GRIP, UNCOATED THICKNESS COMMERCIAL GRADE PAINT GRIP GALVANIZED STEEL, - ASTM A525-87, COATING DESIGNATION G140, ZINC COATING NOT LESS THAN 1.2 OZ ZINC. PSF.TAINTEED CORP. - HALMARK SHINGLES 2. • GUTTERS & DOWNSPOUTS -ALUM OGEE-0.019" GAUGE MINIMUM. DOWNSPOUTS IN FRONT TO EXTEND & SPILL -OUT ® CURB & GUTTER. DOWNSPOUTS - OTHER AREAS - SPILL -OUT ® GRADE ON PRECAST CONCRETE SPLASHBLOCKS. 3. FLEXIBLE FLASHING - a. ABOVE GRADE - 5 OZ COPPER LAMINATED FLEXIBLE THRU-WALL FLASHING - POLYTITE, SANDELL OR YORK. b. BELOW GRADE - 0.056 MIL, 6.2 OZ PSF POLLYVINYL CHLORIDE MEMBRANE FLASHING - YORK - WASCOSEAL 60, POLYTITE. 4. MORTAR DEFLECTION DEVICE FOR CAVITY WALLS - MORTAR MAZE, MORTAR NET. IVISION NO. 7 THERMAL AND MOISTURE PROTECTION: 007920 SEALANT AND CAULKING: A. MATERIALS: 1. SILICONE SEALANTS a. CHEMREX, INC. - OMNISEAL b. DOW CORNING CORP NO. 790. c. GE SILICONES - SILGLAZE d. PECORA CORP. - NO. 864 e. TREMCO INC. - SPECTREM 1 2. ACRYLIC LATEX CAULKING COMPOUND: a. BOSIK CONST. PROD. DIV. - CHEM CALK 600 b. CHEMREX - SONOLAC c. W R MEADOWS, INC. - EASAPLY d. PECORA CORP. AC-20 e. TREMCO, INC. ACRYLIC LATEX CAULK 3. BUTYL CAULK - a. PECORA CORP - BC-158 b. TREMCO, INC. BUTYL SEALANT DIVISION NO. 8 DOORS AND WINDOWS: 008100 HOLLOW METAL DOORS AND FRAMES: A. MATERIALS: 1. METALS a. ASTM A366-85, COLD ROLLED STEEL SHEETS. b. EXTERIOR DOORS AND FRAMES - ZINC COATED PER ASTM A525-87 c. WIPE COAT GALVANIZED STEEL COMPONENTS ARE PROHIBITED. 2. PRIMER COAT: a. PRIME COAT OVER STEEL - ONE COAT MFR.'S STANDARD BAKED -ON ENAMEL RUST -INHIBITIVE PRIMER, 0.7 DFT MIN. THICKNESS. b. ONE COAT MFR'S STANDARD BAKED ON ENAMEL RUST -INHIBITIVE PRIMER, AFTER PAINT ADHESION TREATMENT, 1.0 MIL DFT. 3. MANUFACTURED DOOR UNITS: a. DOORS - EXTERIOR UNITS INSULATED TYPE, GRADE III, EXTRA HEAVY DUTY, MODEL 3, SEAMLESS, HOLLOW STEEL CONSTRUCTION, 16 GAUGE MATERIAL, UNITIZED GRID INNER STRUCTURE. b. 1 �4" THICK DOOR. c. PROVIDE ATTACHED LABELS INDICATING CLASSIFIED RATING FOR LABELED OPENINGS. d. MAXIMUM ALLOWABLE UNDERCUT CLEARANCE SHALL BE IN ACCORDANCE WITH NFPA 80 4. MANUFACTURED FRAME UNITS: a. PRESSED STEEL CONSTRUCTED FRAMES FOR DOORS, SIDELIGHTS, TRANSOMS, MULLIONS, BORROWED LIGHTS AND OTHER INDICATED OPENINGS. b. 16 GAUGE METAL FRAMES FOR EXTERIOR AND FIRE RATED OPENINGS: WELD, DRESS AND GRIND SMOOTH ALL CORNERS. AND OTHER CONNECTIONS. PROVIDE TEMPORARY SPREADERS DURING SHIPPING, HANDLING AND INSTALLATION. NOTE: LABELED METAL FRAMES FOR RATED DRYWALL ASSEMBLIES MAY BE OF KNOCK DOWN TYPE COMPLYING W/ANSI/NFPA 80 OR OTHER ACCEPTABLE AGENCY REQUIREMENTS. c. INTERIOR NON -FIRE -RATED APPLICATION: MAY BE KNOCK DOWN TYPE. 5. FRAME ANCHORS: a. MASONRY- ADJUSTABLE FLAT, CORRUGATED OR PERFORATED 18 GAUGE T-SHAPED ANCHORS MINIMUM OF 2" WIDE x 18" LONG, HOT -DIPPED GALVANIZED. b. DRYWALL - MANUFACTURER'S STANDARD ADJUSTABLE STUD TYPE, 18 GAUGE, ® 2'-0" MAXIMUM O.C. c. PROVIDE UL TYPE ANCHORS FOR FIRE RATED FRAMES. d. CEILING STRUTS: PROVIDE Y4" x 2" STEEL STRUTS SPOT WELDED TO JAMB FRAMES, EACH SIDE OF OPENING AND EXTEND STRUTS TO BUILDING STRUCTURE AND ANCHOR. DIVISION NO. 8 DOORS AND WINDOWS: 008100 ALUMINUM DOORS AND FRAMES: A.- WORK INCLUDED 1. FURNISH ALL ALUMINUM ADJUSTABLE DOOR FRAMES B.- QUALITY ASSURANCE 1. ALL FRAMES SHALL BE MANUFACTURED BY A COMPANY HAVING AT LEAST FIVE YEARS EXPERIENCE AS AN ALUMINUM ADJUSTABLE FRAME MANUFACTURER. C. SUBMITTALS 1. PROVIDE A SCHEDULE OF ALL ALUMINUM ADJUSTABLE FRAMES FOR APPROVAL INDICATING SIZE, MARK, LOCATION, SWING, CONSTRUCTION, WALL CONDITIONS, FIRE RATING AND HARDWARE SET. 2. PROVIDE ELEVATION AND SECTION DETAILS. 3. PROVIDE MANUFACTURER'S STANDARD FINISH SELECTIONS. D. HANDLING 1. HANDLE ALL FRAMES WITH CARE IN A MANNER TO AVOID DAMAGE TO THE PRODUCT. PART II - PRODUCTS A. DESIGN 1. FRAMES SHALL BE DESIGNED TO BE ADJUSTABLE FOR WALL THICKNESS IN 1" (25.4 MM) INCREMENTS FOR WALLS FROM 2 lh- THRU 8.5" (63.5 MM TO 219 MM) THICK. 2. FRAMES SHALL BE DESIGNED TO INSTALL INTO A ROUGH OPENING OVER FINISHED WALLS. 3. FRAMES SHALL BE DESIGNED TO HAVE ALL INSTALLATION FASTENERS CONCEALED UPON FINAL ASSEMBLY. 4. FRAMES SHALL BE DESIGNED TO BE REMOVABLE AND RELOCATABLE. B. MATERIAL 1. FRAMES SHALL BE MANUFACTURED FROM ALUMINUM EXTRUSIONS; 6063-T5 ALLOY. ALL EXPOSED FRAME PARTS SHALL BE PRE -FINISHED. EXTRUSIONS MAY VARY IN THICKNESS EXCEPT THAT STRUCTURAL PORTIONS SHALL BE AT LEAST 3/16- (4.8 MM) THICK AT ATTACHMENT OF HINGE SCREWS. TYPICAL WALL THICKNESS OF DOOR SIDE SHALL BE MINIMUM .080- (2 MM). TYPICAL WALL THICKNESS OF ADJUSTER TRIM SIDE SHALL BE MINIMUM .062" (1.6 MM). CASING OR FACE SHALL BE 1-1/2' (38.1 MM). C. FINISH 1. ALL FRAMES SHALL BE FACTORY PRE -FINISHED IN CLEAR SATIN ANODIZED (OR IN HARDCOAT DURANODIC ANODIZED, MEDIUM BRONZE COLOR; IN ELECTROSTATICALLY APPLIED BAKED ENAMEL, MEDIUM BRONZE COLOR, OR FOR OTHER COLORS CONTACT FACTORY.) D. CONSTRUCTION 1. FRAMES SHALL BE ASSEMBLED IN TWO SECTIONS, DOOR SIDE (MASTER SECTION) AND ADJUSTER SIDE (TRIM SECTION), WITH SNAP -ON TYPE STOP COVER PLATES. ASSEMBLY OF EACH SECTION SHALL BE WITH MITERED CORNERS ATTACHED WITH ALUMINUM CORNER GUSSETS WELDED INTO POSITION AT THE FACE, RIBBED .57" (14.5 MM) ALUMINUM DRIVE FIT CORNER KEYS AT THE RABBET AND .062" (1.6 MM) RIVETED CORNER ANGLES AT THE INSIDE CONCEALED LEGS. WELDING OF ALUMINUM FACES SHALL NOT BE ACCEPTABLE. 2. INTERNAL HARDWARE REINFORCEMENT FOR HINGES AND LOCK STRIKE SHALL BE ALUMINUM EXTRUSIONS, MILL FINISH, STAKED IN POSITION. HINGE AND LOCK STRIKE REINFORCEMENTS SHALL BE ADJUSTABLE BY AT LEAST 1 /8° (3.2 MM). HEAD FACE SHALL BE REINFORCED WITH 1 /8- (3.18 MM) ALUMINUM PLATE 12- (304.8 MM) LONG FOR CLOSER ARMS WHERE REQUIRED. HEAD AND JAMB INTERNAL ALIGNMENT PARTS SHALL BE ALUMINUM EXTRUSIONS, MILL FINISH, STAKED IN POSITION. 3. HARDWARE MORTISE LIP EXTRUSION SHALL BE .134- (3.4 MM) HIGH, NOTCHED AT LOCATION OF HINGES, STRIKES AND OTHER MORTISE HARDWARE. RABBET SHALL BE PUNCHED WITH SLOTTED HOLES FOR ADJUSTABILITY OF HINGES AND LOCK STRIKES. 4. FRAME SHALL BE PROVIDED WITH A VINYL BULB GASKET AROUND THE ENTIRE PERIMETER OF THE DOOR OPENING, STAKED INTO POSITION AT CONCEALED LOCATIONS. 5. DOOR SIDE AND ADJUSTER SIDE SHALL BE ASSEMBLED AT THE FACTORY FORMING A COMPLETE FRAME. E. HARDWARE PREPARATIONS 1. FRAMES SHALL BE REINFORCED, DRILLED AND TAPPED FOR HINGES AND LOCK STRIKE. REINFORCE ONLY FOR SURFACE MOUNTED HARDWARE. HOLES FOR EXTENSION FLUSH BOLTS SHALL BE DRILLED IN THE FIELD BY INSTALLER AFTER INSTALLATION OF DOORS AND FLUSH BOLT. 2. HARDWARE ITEMS ATTACHING TO THE SNAP -ON STOP CAPS MUST BE ATTACHED THRU CLEARANCE HOLES IN THE CAP (FIELD DRILLED BY INSTALLER) WITH SCREWS OF SUFFICIENT LENGTH TO ATTACH DIRECTLY TO THE BACK OF THE DOOR SECTION OF THE FRAMES. NONSTANDARD SCREWS MAY BE REQUIRED BY FINISH HARDWARE SUPPLIER OR INSTALLER. 3. FRAME IS NOT DESIGNED FOR USE WITH TOP/BOTTOM PIVOT HINGES OR DOUBLE ACTING DOORS. F. WALL PREPARATIONS 1. PROVIDE ROUGH OPENINGS IN FINISHED WALLS FOR INSTALLATION OF DOOR FRAME. ROUGH OPENING SIZES AND DETAILS TO BE PROVIDED BY THE FRAME MANUFACTURER. 2. WALL OPENINGS SHALL BE PROVIDED WITH WOOD STUDS OR MINIMUM 16 GAGE STEEL STUDS AT THE JAMBS. LIGHT GAGE STEEL STUDS MY BE USED AT THE HEAD. 3. MASONRY WALLS SHALL BE PROVIDED WITH A 2 X 4 OR SIMILAR WOOD STUD FINISHED WITH GYPSUM WALLBOARD BOTH SIDES FOR ATTACHMENT OF THE FRAME. G. FRAME INSTALLATION 1. INSTALL FRAMES IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. MANUFACTURER TO PROVIDE ALL NECESSARY INSTALLATION MATERIALS FOR INSTALLATION IN WOOD OR STEEL STUD WALLS. PROVIDE ALL SCREWS AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL INSTALLATION MATERIALS ARE TO BE FULLY CONCEALED UPON COMPLETION OF THE INSTALLATION. H. FIRE RATING 1. ALL FRAMES SHALL BE PROVIDED WITH FIRE RATING OF 20 MINUTES OR 3/4 HR 'C' WHERE LISTED ON THE DOOR SCHEDULE. ATTACH LABELS FROM AN APPROVED TESTING LABORATORY FOR ALL FRAMES THAT COMPLY WITH THE MANUFACTURER'S PROCEDURE AND NFPA 80. OPENINGS THAT DO NOT COMPLY FULLY WITH THE REQUIREMENTS OF AN ALUMINUM FIRE RATED FRAME SHALL BE SO LISTED ON THE SHOP DRAWING SCHEDULES AND SHALL BE FURNISHED WITH A CERTIFICATION LABEL ATTACHED. PART III - EXECUTION A. STORAGE 1. STORE FRAMES IN UNOPENED CARTONS OFF THE FLOOR. B. INSTALLATION & INSPECTION 1. INSTALL FRAMES INTO ROUGH OPENINGS THAT COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. IF INSPECTION REVEALS DEFICIENCIES IN THE OPENING , CORRECT BEFORE INSTALLING FRAMES. 2. INSTALL FRAME IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. CARPENTER OR FURNITURE CLAMPS SHALL BE USED TO SECURE THE FRAME RETURN TIGHT AGAINST THE WALL DURING INSTALLATION. C. ADJUSTMENTS & CLEANING 1. ADJUST FRAMES TO PLUMB AND SQUARE CONDITION. SNAP -ON JAMB STOP COVER PLATES ARE TO BE INSTALLED AFTER ALL FINAL ADJUSTMENTS HAVE BEEN MADE. 2. ADJUST ALL FIRE LABELED FRAMES TO TOLERANCES REQUIRED BY NFPA 80, SECTION 2-5.4. 3. CLEAN ALUMINUM FRAMES WITH A MILD COMMERCIAL CLEANER OR WITH MINERAL SPIRITS. DRY WIPE WITH A SOFT CLOTH THE REMOVE ALL CLEANE DIVISION NO. 8 DOORS AND WINDOWS: 008100 CEILING ACCESS DOOR: A. MATERIALS: 1. CONSTRUCTION a. METALS: GALVANIZED STEEL FRAME - 16GA MIN. PANEL - 18 GA MIN. LINER - 22 GA MIN. b. INSULATION - 1-1/2" HIGH TEMP INSULATION c. NON COMBUSTIBILITY CLASSIFICATION CAN/ULC S114, ASTM E136, CAN/ULC S102, ASTM E84 UL723, FLAME SPREAD = 0, SMOKE DEVELOPMENT = 0 2. PRIMER COAT: a. PRIME COAT OVER STEEL - ONE COAT MFR.'S STANDARD ELECTROCHEMICALLY APPLIED RUST INHIBITIVE PRIME COAT. 3. MANUFACTURED DOOR AND FRAME UNITS: a. INSULATED, SURFACE MOUNTED, UPWARD OPENING, FIRE RATED, CEILING ACCESS b. PROVIDE WARNOCK HERSEY LABEL INDICATING CLASSIFIED RATING FOR LABELED OPENINGS. c. CONCEALED CONTINUOUS PIANO HINGE. d. STANDARD FACTORY LATCH FOR FIRE RATED ASSEMBLY e. MAXAM METAL PRODUCTS: VAN -MET MODEL FAI-150 2 HR. FIRE RATED OR APPROVED EQUAL. DIVISION NO. 8 DOORS AND WINDOWS: 008210 WOOD DOORS: A. MATERIALS: 1. INDUSTRY STANDARDS: a. AWI: ARCHITECTURAL WOODWORK QUALITY STANDARDS, GUIDE SPECS., QUALITY CERTIFICATION PROGRAM, CURRENT EDITION. b. NWWDA:; INDUSTRY STANDARD I.S. SERIES. 2. WARRANTY: DOORS: LIFE OF THE INSTALLATION AGAINST DELAMINATION OR WARP. PROVIDE FOR FINISHED REPLACEMENT; INCLUDE PROJECT SITE LABOR AND MATERIALS. 3. ACCEPTABLE MANUFACTURERS: a. MARSHFIELD DOORSYSTEMS, INC. B. MANUFACTURED UNITS: 1. TYPE: NWWDA L.S. 1-87, GRADE II, AND AWI SECTION 1300, CUSTOM GRADE, SOLID CORE. 2. GENERAL: FIVE PLY CONST., 28-32 DENSITY PARTICLE BOARD CORE, ANSI A208.1, GRADE 1-L-1, AWI SECTION 1300 PC-5. 3. EDGE BANDS & MOULDINGS: MATCH FACE VENEER. 4. ADHESIVE: COMMERCIAL STANDARD CS 171, TYPE II, WATER RESISTANT. 5. FACTORY FABRICATED CUTOUTS IN LABELED DOORS ONLY - (NOTE: FIELD FABRICATED OPENINGS ARE PROHIBITED). 6. LABEL: UL OR WHI RATED LABELS ATTACHED ON RATED DOORS. 7. FINISH: FACTORY 8. GLAZING AS SCHEDULED. 9. DOOR SKINS: a. AWI SECTION 200 S 8, GRADE II. (STAIN GRADE). b. FACE VENEER: SPECIES AND CUT: ROTARY BIRCH. VENEERS: BOOK MATCHED THICKNESS: Ym" CROSSBAND: Yto", THICKNESS. c. WOOD BEADS & APPLIED MOULDINGS: AWI GRADE. 10. GLAZING: Y4" TEMPERED SAFETY GLASS MEETING ANSI Z97.1-1984 PROVIDE GLAZING BEADS WITH MITERED CORNERS, MATCH DOOR SPECIES. PROVIDE NFPA 80 TRIM ® RATED DOORS. GENERAL NOTE: TENANT IMPROVEMENTS WILL REQUIRE A VARYING AMOUNT OF IMPROVEMENTS UNDER THIS PROJECT SCOPE OF WORK. THEREFORE, SOME OF THESE SPECIFICATIONS MAY ONLY RELATE TO A SMALL PORTION OF THE WORK, OR IN SOME CASES NONE AT ALL. cz (1) C L o � 4- L • c a) 'a c z 0 0 `c o U 0) L) U LCD O o c c x x +j o (2) U •ri L. c a_ L. C L +_j m o C e 4- o • 1 a) 0 a -0 11' ,, u1.. slte'6had heH,•. ors r,alip{ - # 6 orlglnal dmr ln,, These. sccles are hereby changed ay the rcdo of tre av 11 sheet rnl not rh U U) U Q ("M U co � 0 o M Q o_ I H 1 O O � N O m � t- z Q x C J H H c� c7 0 o Q O _(D H -1 1` X N m Q LLL z 0 Q U O _ 1 W ,- LO . CM U o M VJ z_ - ~ m Q z J W J J CL W = N Z W N DRAWN BY: LJ/CH DATE: 03/12/13 PROJECT NO.1230 REV. R_ R_ REVISIONS Sheet No. T-4 Ljk�"'llwa 1 m N Z V) D 0 In N 0 N 0 N DIVISION NO, 8 DOORS AND WINDOWS: 008400 ENTRANCES, STOREFRONT AND WINDOWS: A. DESIGN REQUIREMENTS: EXTERIOR WALLS: 1. DESIGN COMPLETED STOREFRONT SYSTEM TO WITHSTAND WIND LOADS NORMAL TO WALL PLANE INDICATED. 2. POSITIVE PRESSURE - MEET LOCAL CODE REQTS. 3. NEGATIVE PRESSURE - MEET LOCAL CODE REQTS. INTERIOR WALLS: 1. 10 PSF - ACTING IN EITHER DIRECTION. PROVISIONS FOR THERMAL MOVEMENT TO HANDLE 180' F. SURFACE TEMPERATURE RANGE AND/OR CHANGE WITHOUT CAUSING BUCKLING STRESSES ON GLASS, JOINT SEAL FAILURE, UNDUE STRESS ON STRUCTURAL ELEMENTS, DAMAGING LOADS ON FASTENERS, REDUCTION OF PERFORMANCE OR DETRIMENTAL EFFECTS. B. PERFORMANCE REQUIREMENTS: 1. STATIC PRESSURE AIR INFILTRATION - 0.06 CFM MAXIMUM ® DIFFERENTIAL STATIC PRESSURE OF 1.57 PSF PER ASTM E 283-84. 2. STATIC PRESSURE WATER INFILTRATION (CONDENSATION ON INDOOR FACE OF AND CONPOMENT ONLY) ® TEST PRESSURE EQUAL TO 10% POSITIVE WIND PRESSURE DESIGN BUT NOT LESS THAN 6.24 PSF PER ASTM E331-86. NO UNCONTROLLED WATER WILL BE USED FOR TEST PURPOSES. 3. CONTAIN WATER PENETRATING STOREFRONT SYSTEM WITHIN SYSTEM BY GUTTERS, DRAIN TO EXTERIOR THROUGH WEEP HOLES. NO UNCONTROLLED WATER INFILTRATION IS ALLOWABLE. C. WARRANTY: 1. DOOR HARDWARE - ONE YEAR EXCEPT FIVE YEARS ON CLOSERS. 2. WATERTIGHTNESS OF SYSTEM - TWO YEARS. 3. FINISH - MANUFACTURER'S STANDARD FINISH WARRANTY. D. ACCEPTABLE MANUFACTURERS: 1. YKK CORP. 2. KAWNEER CORP. 3. PPG INDUSTRIES, INC. 4. VISTAWALL ARCH. PRODUCTS, INC. 5. TUBELITE, INC. E. MATERIALS: 1. DOORS, DOOR FRAME AND TRIM MOLDINGS SHALL BE EXTRUDED FROM 6063-T5 ALUMINUM ALLOY & TEMPER. ASTM B 221 ALLOY H.A. 1OA-T5. 2. GLAZING GASKETS FOR DOORS AND FRAMES SHALL BE ELASTOMERIC EXTRUDED GASKETS. ALL SCREWS AND MISC. FASTENERS SHALL BE OF ALUMINUM, STAINLESS OR ZINC PER ASTM A164 FINISH: ELECTROLYTICALLY DEPOSITED COLOR - AA-M12C22A42/44 - STATUARY BRONZE #40 OR CLEAR ANODIZED #17 FINISH. F. COMPONENTS: 1. ENTRANCE DOORS - MED. STILES - BOT RAIL 10" INSTALL %" DIAMETER ALUM ROD W/THREADED ENDS & NUTS CAD TOP BOTTOM RAILS TO ANCHOR STILES TOGETHER FOR DOOR STABILITY. 2. STORE FRONT - EQUAL TO TRIFAB 451 (KAWNEER)- 1 -Y4" x 4 Y2". 3. ALUMINUM ENTRANCE HARDWARE: a. 1 )t PR HEAVY DUTY PINNED HINGES (SAME FIN AS DOOR) b. 1 EA. PUSH/PULL - F2 (KAWNEER) c. 1 EA. THRESHOLD - NGP d. 1 EA. CYLINDER - 1 73 - KEY OPERATED ® EXTERIOR AND THUMBTURN OPERATION ON INSIDE. FINISH TO MATCH DOORS. DIVISION NO. 8 DOORS AND WINDOWS: 008700 FINISH HARDWARE: A. REFERENCE FINISH HARDWARE SCHEDULE AND DOOR AND FRAME SCHEDULE IN THE CONSTRUCTION DOCUMENTS. DIVISION NO. 8 DOORS AND WINDOWS: 008800 GLASS AND GLAZING: A. INDUSTRY STANDARDS: 1. ANSI: SAFETY PERFORMANCE STANDARDS AND METHODS OF TESTS FOR SAFETY GLAZING MATERIALS USED IN BUILDINGS, Z97.1 1984. 2. ALI DIRECTORY, MARCH 1981 EDITION 3. CPSC: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS, 16 CFR PART 1201, JANUARY 1986 EDITION. 4. FGMA:; GLAZING MANUAL, 1986 EDITION AND SEALANT MANUAL, 1983 EDITION. 5. GTA: ENGINEERING STANDARDS MANUAL. 6. IGCC: CERTIFIED PRODUCTS DIRECTORY. B. WARRANTY: MANUFACTURER'S STANDARD WARRANTY; TO START ® DATE OF SUBSTANTIAL COMPLETION. C. MATERIALS: 1. CLEAR TEMPERED GLASS .- INTERIOR: a. THICKNESS: Y4" SINGLE GLAZE; AND, 1" DOUBLE GLAZE, TINTED ASTM C1048-85, KIND HT, TYPE I, CLASS 1, QUALITY q3, CONDITION A, B OR C FOR FINAL USE. b. SGCC CERTIFICATION. LABEL OR BUG, LOCATED IN LOWER RIGHT HAND CORNER OF PARALLEL TO FLOOR IN INCONSPICUOUS LOCATION. 2. Y4" WIRE GLASS: a. DIAMOND OR MISCO -MESH, ASTM C1036-85, TUPE II, CLASS 1, FORM 1, QUALITY q8, MESH ML, ANSI Z97.1 1984. b. UL LISTED AS FIRE RETARDANT. 3. THERMAL INSULATING UNITS: a. TEMPERED UNITS W/ THERMAL BARRIER: (1) INBOARD LITE: 1 /4", CLEAR TEMPERED GLASS. (2) OUTBOARD LITE: Y4" TINTED, TEMPERED GLASS. (3) TOTAL UNIT THICKNESS: 1" (4) TINT WILL BE MFR'S STANDARD BRONZE OR GREY. b. SPACER: METAL COMPLETE WITH DESICCANT; SIZE TO PRODUCE INDICATED AIR SPACE. c. PRIMER SEAL: POLYISOBUTYLENE; CONTINUOUSLY APPLIED EACH SIDE OF SPACER TO BOND SPACER TO EACH LITE. d. SECONDARY SEAL: SILICONE, SIMILAR TO GE SILICONE SCS 3211, SILICONE CONSTRUCTION SEALANT. BONDS TO BOTH METAL SPACER & GLASS LITE TO FORM A 3-SIDE BOND. 4. ASSEMBLED UNIT PERFORMANCE VALUES: a. CLEAR AND TINTED UNITS: (1) DAYLIGHT TRANSMITTANCE: 40% (2) U-VALUE: (a.) WINTER, NIGHT - 0.48 (b.) SUMMER; DAY - 0.58 (c) SHADING COEFFICIENT - 0.58 (3) COMPLY WITH ASTM E774. 5. ACCESSORIES: a. SETTING BLOCKS: NEOPRENE, 70-90 DUROMETER HARDNESS, ASTM D1056-78. b. GLAZING SEALANT: DOW CHEMICAL - NO. 999 SILICONE RUBBER SEALANT., GE - SILICONE CONST. SEALANT 1200., TREMCO, INC. PROGLAZE. PREFORMED BUTYL OR BUTYLISOBUTYLLENE TAPE, 100% SOLIDS, COLOR TO MATCH GLASS TINT. POLYVINYL CHLORIDE FOAM TAPE - CLOSED CELL, SELF-ADHESIVE TAPE, ASTM D1667-76 DIVISION NO. 9 FINISHES: 009260 GYPSUM BOARD SYSTEM: A. MATERIALS: 1, FIRE RESISTANT/RATED GYPSUM BOARD: a. ASTM C636-85 b. FED SPEC SS-L-30D C. TYPE III, GRADE X, CLASS 1, FORM C, d. %" THICKNESS, TAPERED EDGES. 2. MOISTURE & MOLD RESISTANT GYPSUM BOARD: a. ASTM C 1396 (SECTION 5), ASTM C630, ASTM D3273, & ASTM C473 b. FED SPEC. SS-L-30D C. TYPE VIi, GRADE W OR X, CLASS 2, %" THICKNESS d. REGULAR AND/OR FIRE RESISTANT GYPSUM BOARD. 3. CEMENTITIOUS BACKER .UNITS: a. ANSI A108.11, A118.9 b. ASTM C1325, E136 C. %" FIBER MAT REINFORCED SHEATHING d. Ws" UNDERLAYMENT e. USGS DUROCK OR APPROVED EQUAL. 4. MANUFACTURERS: a. DOMTAR GYPSUM b. GEORGIA PACIFIC CORP. C. GOLD BOND/NATIONAL GYPSUM CO. d. U.S. GYPSUM. 5. CONTROL JOINT a. ASTM C 1047 b. ASTM C 840 C. E-Z STRIP EXPANSION JOINT OR APPROVED EQUAL. d. MAX. OF 30' BETWEEN CONTROL JOINTS. e. LOCATE ABOVE IN -LINE W/DOOR JAMB WHEN POSSIBLE DIVISION NO. 9 FINISHES: 009310 TILE: A. STANDARDS: 1. ANSI - SPECS 2. TCA - HANDBOOK B. MATERIALS 1. PRE -SELECTED BY OWNER 2. DAL TILE - PORCELAIN PATTERN AS INDICATED IN INTERIOR COLOR SCHEDULE DIVISION NO. 9 FINISHES: 009510 ACOUSTICAL CEILINGS: A. MATERIALS 1. PRE -SELECTED BY OWNER - REFER TO THE INTERIOR COLOR SCHEDULE a. COORDINATE WITH SHEET A-5 2. ARMSTRONG WORLD INDUSTRIES, INC. B. EXPOSED GRID METAL SUSPENSION SYSTEMS: 1. 15y6" x 1 1Z" HIGH (MAIN TEE HGT.) EXPOSED GRID, FACTORY PAINTED WHITE. 2. EDGE MOLD: MINIMUM 0.020" THICKNESS STEEL, CHANNEL OR ANGLE SHAPED WITH MINIMUM %" FLANGE WIDTH, HEMMED EDGE, FACTORY PAINTED WHITE. 3. 12 GAUGE HANGER WIRE SPACED A MAX. OF 4' O.C. PER ASTM C636 PER MANUFACTURES RECOMENDATIONS C. ACOUSTICAL SEALANT: 1. PECORA CORP: BA-98 2. TREMCO, INC. - ACOUSTICAL SEALANT 3. GE - SILICONE. 4. NON -HARDENING, NON -SKINNING, SYNTHETIC RUBBER. DDIVISION NO. 9 FINISHES: 009670 FLUID -APPLIED FLOORING: A. MATERIALS 1. PRE -SELECTED BY OWNER - REFER TO THE INTERIOR COLOR SCHEDULE. 2. GENERAL POLYMERS OR APPROVED EQUAL. B. STANDARDS 1. ASTM 2. ACI C. TESTING & PREPARATION 1. FLOOR SLAB MOISTURE VAPOR EMISSION TEST PRIOR TO INSTALLATION 2. REMOVAL & REPLACEMENT OF NON -DURABLE CONCRETE. 3. DECONTAMINATION OF CONCRETE SURFACE. 4. REPAIR OF SURFACE IRREGULARITIES. DIVISION NO. 9 FINISHES: 009680 CARPET: 00••0• A. STANDARDS: 1. ASTM 2. NFPA B. MATERIALS 1. PRE -SELECTED BY OWNER 2. PATTERNS AS INDICATED IN INTERIOR COLOR SCHEDULE 3. MINIMUM 26 OZ. MATERIAL 4. STATIC DECAY TEST SPECIFICATIONS: NFPA 56 A, METHOD 4046 OF THE FEDERAL TEST STANDARD 101 B. 5. DOC FF-1 "PILL TEST" (CPSC 16 CFR PART 1630) A. STANDARDS: 1. ASTM 2. NFPA B. MATERIALS 1. PRE -SELECTED BY OWNER 2. PAINT MANUFACTURERS & COLOR SELECTION AS INDICATED ON INTERIOR COLOR SCHEDULE C. SCHEDULE: 1. EXTERIOR a. WOOD AND PLYWOOD: PRIME COAT & 2 GLOSS FINISH COATS OF HOUSE PAINT, W/EACH COAT 01.5 MILS DFT. b. FERROUS & MISCELLANEOUS METALS: METAL PRIMER ® 3 MILS DFT & TWO COATS INDUSTRIAL ENAMEL B54 SERIES ® 2.0 MILS DFT EACH. c. GALVANIZED METAL: ACRYLIC PRIMER & TWO COATS EXTERIOR FLAT LATEX PAINTO 1.4 MILS DFT, EACH. 2. INTERIOR: a. PAINTED WOOD AND PLYWOOD: ONE COAT OF ALKYD ENAMEL UNDERCOATER 0 2.0 MILS DFT AND TWO COATS OF OF ALKYD EGG SHELL ENAMEL ® 2.0 MILS DFT. b. OPEN GRAINED WOOD AND PLYWOOD STAIN AND VARNISH: ONE COAT OF INTERIOR WOOD STAIN AND TWO COATS OF OIL BASE GLOSS VARNISH. c. GYPSUM BOARD - EGG SHELL FINISH: ONE COAT OF PRIMER AND SEALER ® 1.4 MILS DFT AND TWO COATS OF LATEX EGG SHELL PAINT 0 1.4 MILS DFT. d. FERROUS METAL - ALKYD FLAT PAINT: ONE COAT OF METAL PRIMER ® 3.0 MILS DFT AND TWO COATS SEMI -GLOSS ALKYD PAINT ® 2.0 MILS DFT. e. GALVANIZED METAL - ALKYD FLAT PAINT: ONE COAT GALVITE@ 2.0 MILS DFT AND TWO COATS ALKYD SEMI -GLOSS PAINT ® 2.0 MILS DFT. POWER ASSISTED ACCESSIBLE DOOR OPERATION NOT DOOR FOR VESTIBULE AND/OR WAITING ROOMS: PROVIDE THE FOLLOWING SWINGING DOOR OPERATOR AND CONTROLS WITH VISUAL APPLICATION & LOW ENERGY REQUIREMENTS. THE SYSTEM CONSISTS OF ELECTRO-MECHANICAL SWINGING DOOR OPERATOR AND ELECTRICAL CONTROLS, ALUMINUM HEADER, CONNECTING HARDWARE. ACTUATING CONTROLS. GUIDE RAILS AND ON/OFF/HOLD CONTROLS. ALL COMPONENTS SHALL BE FACTORY ASSEMBLED, ADJUSTED AND TESTED. THE OPERATOR SHALL OPEN THE DOOR WITH A -6 HP, DC MOTOR/HIGH TORQUE REDUCTION GEAR SYSTEM, CUT SPIRAL BEVELED GEAR SET WELDED TO A TOOTHED DRIVE SHAFT AND LINKAGE. THE DRIVE SYSTEM SHALL HAVE POSITIVE, CONSTANT ENGAGEMENT. A CAM & ROLLER MECHANISM SHALL PROVIDE FOR A NON -BACK -LASH POSITIVE OPEN & CLOSE POSITIONING. THE OPERATOR SHALL STOP THE DOOR IN THE OPEN POSITION BY ELECTRICALLY REDUCING THE MOTOR VOLTAGE AND STALLING AGAINST A FIELD ADJUSTABLE 80 TO 135 DEGREE POSITIVE STOP. THE MICROPROCESSOR CONTROLS SHALL BE FIELD ADJUSTABLE TO COMPLY W/ ANSI A156.19 LOW ENERGY CODE REQUIREMENTS. FIELD ADJUSTMENTS FOR DOOR -OPENING SPEED, DOOR -OPENING FORCE, DOOR CLOSING SPEED, DOOR -CLOSING FORCE SHALL BE PROVIDED WITHOUT ADDING ADDITIONAL COMPONENTS. THE OPERATOR SHALL HAVE THE ABILITY TO CONVERT FROM RIGHT HAND TO LEFT HAND OPERATION WITH SIMPLE FIELD MODIFICATIONS. THE OPERATOR SHALL BE DESIGNED TO ACCOMMODATE RIGHT HAND, LEFT HAND, IN -SWING, OUT -SWING, VISIBLE, CONCEALED, LOW ENERGY AND FULL ENERGY APPLICATIONS WITH MINIMAL FIELD MODIFICATIONS AND PARTS. THE OPERATOR SHALL CLOSE THE DOOR BY SPRING ENERGY, THUS USING THE MOTOR AS A BRAKE TO AIDE THE CLOSING SPEED. THE CLOSING SPRING SHALL BE A HELICAL COMPRESSION SPRING, ADJUSTABLE FOR POSITIVE CLOSING ACTION AT A LOW MATERIAL STRESS LEVEL FOR LONG SPRING LIFE. THE HELICAL COMPRESSION SPRING SHALL BE EASILY ADJUSTABLE TO ACCOMMODATE A WIDE RANGE OF CONDITIONS. ALSO A RHEOSTAT MODULE ALLOWS FOR EASY INDEPENDENT FIELD ADJUSTMENT OF CLOSING AND LATCHING SPEEDS USING THE MOTOR AS A BRAKE. THE OPERATOR SHALL PROVIDE A NON -HANDED, EASILY ADJUSTABLE, OPEN STOP TO PERMIT ADJUSTABLE OPENING ANGLES FROM 80' TO 135' OF CONSTANT CYCLE UTILIZING CAM & ROLLER. THE OPERATOR SHALL DELIVER AN EVEN, CONSISTENT OPEN FORCE FROM A FULLY CLOSED POSITION TO A FULLY OPENED POSITION. FURTHERMORE THE OPERATOR PROVIDES FOR FULLY CLOSED AND FULLY OPENED POSITIONS. AUXILIARY SWITCH PERMITS MONITORING THE DOOR POSITIONING. THE OPERATOR MAY FUNCTION AS A MANUAL DOOR CLOSER IN THE DIRECTION OF SWING WITH OR WITHOUT POWER. A CAM AND ROLLER MECHANISM SHALL ALLOW THE OPERATOR TO DELIVER AN EVEN, CONSISTENT OPEN FORCE ACROSS THE ENTIRE TRANSITION FROM DOOR FULLY CLOSED TO DOOR FULLY OPEN. EMERGENCY RELEASE: FOR CENTER PIVOT DOOR(S) - NORMAL IN SWING, THE OPERATOR SHALL HAVE A BUILT-IN EMERGENCY RELEASE WITH CONTROLLED SPRING RETURN TO THE CLOSED POSITION WITHOUT MANUAL RESETTING. WHILE THE DOOR IS IN THE EMERGENCY RELEASE MODE, A DISCONNECT SWITCH SHALL PREVENT POWERED OPERATION. NO HEADER OR JAMB MOUNTED STOPS OR CAMS SHALL BE REQUIRED FOR EMERGENCY FUNCTION. NOT MORE THAN 50 POUNDS AT THE LOCK STILE SHALL BE REQUIRED FOR EMERGENCY USE PER BHMA A156.10. GENERAL NOTE: TENANT IMPROVEMENTS WILL REQUIRE A VARYING AMOUNT OF IMPROVEMENTS UNDER THIS PROJECT SCOPE OF WORK. THEREFORE, SOME OF THESE SPECIFICATIONS MAY ONLY RELATE TO A SMALL PORTION OF THE WORK, OR IN SOME CASES NONE AT ALL. C L >1 O O 4- •1 _D: L > N -0 � C Z > c O co O U }� C •� to C a-•+ f'Y� •r-I cz L.L U L. cA d O O C X ^ 4-1 O O I..V U • 1 c0 U) a) L C L +� (1) O C E 4- O • 1 a) U 'O �c .grin '1 dra,On im,, i w I;ti &, >.I by khc i ,aM a o sd _- °.ri at4' 1�, F U cli Q M QQ cil) C 0 J F-1 � O LLu O O r O � Lu 00 C'3 I\ N O 0) m CCW =) Z co Q c'0 cM ^x U Ln H O H ce) Q O (y) M _W LO CV I --I m J I�_ Q h X LLLL Z O Q U O J wLO T " cy) CIS U M VJ Z u J Q Q ~ ZE3 J > Q vJ W CE J CL J W _ N Z E w N DRAWN BY: LJ/CH DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS Sheet No. T-5 m ANNOTATED PLAN KEYNOTE5: FAI LAVATORY, TYP. ® TEAMMATE LOCKERS © WATER HEATER GONDENSER PAD ❑E EMERGENCY EYE WASH R R.O. SUPPLY BOXES TYP. © 40" 14164 FRP WALL TYP. COORDINATE. R.O. ROOM EQUIPMENT W/ TENANT J❑ MOP SINK K� SHELVES TO BE PROVIDED BY TENANT © NOT USED RCEILING MOUNTED T.Y. ® EACH STATION, PROVIDE AND INSTALL BRACKET W/ BLOCK'6. AT ALL LOCATIONS. FKNOX BOX LOCATION: G.G. TO CONFIRM NI WITH LOCAL FIRE MARSHAL. GOWN HOOKS - R1610 RAK 921 UTILITY HOOK STRIP 6' MTL. STUD FRAMED WALL TO ACCOMMODATE BACK TO BALK PLUMBING FIXTURES. ❑6" FRAMED WALL FOR Q ELECTRICAL PANELS AND 3 Vb FURRIN(5 ON LOUNGE SIDE. ® REGE%ED SCALE WALL MOUNTED T.V. CONFIRM LOCATION WITH VENDOR (PROVIDE ION-GOMBU5TIBLE OR FIRE RETARDANT BLOGKIN6 A5 REGVIRED) 14" TALL ACRYLIC SPLASH 6UARD5 SMOKE TIGHT ACCESS HATCH WITH PERMANENT METAL SHIPS LADDER C ENERAL GONTRAGTOR NOTE5: I. VERIFY A MIN. 16" CLEAR 15 PRESENT AT ALL PULL SIDES OF DOORS AND A MIN. 12" CLEAR 15 PRESENT ALL ALL PUSH SIDES OF DOORS 2. ENSURE THAT ANY OCGURRENGE OF A PARTITION TERMINATING AGAINST STOREFRONT 6LAZIN6 SHALL BE FINISHED WITH END WALL GAPS AND NEOPRENE SEALS TO PREVENT SOUND TRAN5MI5510N5 BETWEEN ROOMS (TYPICAL). 3. ALL 6YP5UM BOARD SHALL BE MOLD AND M015TURE RE515TANT THROUGHOUT ENTIRE CLINIC. 4. FRP WAIN5COT - PROVIDE WAINSCOT AS INDICATED ON ANNOTATED FLOOR PLAN, DETAIL ELEVATIONS, d ROOM FIN15H 5CHEDUL.E. BOTTOM OF PANEL TO START AT FINISHED FLOOR BEHIND BASE. SEAL CONTINUOUSLY ALON6 JOINT BETWEEN BASE AND PANELS. USE FRP AGGE55ORIE5 A5 DIRECTED BY MANUFACTURER FOR COMPLETE INSTALLATION. 5. EXTEND ALL NON -RATED PARTITIONS TO MIN. 6' PAST CEILING 1-1EI6HT. 6. PROVIDE 6" METAL 5TUD WALL5 AT ALL BACK TO BALK PLUMBING LOCATIONS (TYP) 1. ENSURE COORDINATION BETWEEN HVAG AND FIRE RATED WALLS. 6. PROVIDE NEW ROOF TOP CURBS AT ALL NEW ROOF TOP UNIT LOCATIONS. GAP AND SEAL ALL ABANDONED GUR55 TO A55LRE A WATER TIGHT SEAL 15 PRESENT THROU6HOUT. Q. REPAIR MA50NRY VENEER A5 REQUIRED TO ACCOMMODATE NEW GON5TRUCTION. 10. ALL NEW STOREFRONT SHALL BE I' INSULATED 6LA55 IN 2" ANODIZED ALIBI. FRAME TO MATCH EXISTING (TYP) 11. FIELD VERIFY CONDITION OF ALL EXISTING WINDOWS A55XIATED WITH THI5 PROJECTS AREA. REPAIR AND/OR RE-5EAL AS REQUIRED TO A55LRE A WATER T16HT SEAL 15 PRESENT THROUGHOUT. 12. CONTRACTOR TO FIELD VERIFY CONDITION OF EXI5TIN6 GUTTER AND DOWNSPOUTS. REPAIR ALL LEAKS A5 REQUIRED AND RE -CAULK ALL JOINTS. 13. GONTRAGTOR TO VERIFY CONDITION OF EXISTING ROOF AND REPAIR AND RE -SEAL EXI5TIN6 ROOF SYSTEM, DEGKIN6, INSULATION, AND GOPIN6 AS REQUIRED OVER TENANT SUITE. 14. PROVIDE NEW R-13 BATT INSULATION AND 3-5/6' METAL FURRING ALONG EXISTING G.M.U. PERIMETER WALL EXTENDED TO UNDER51DE OF ROOF DECK. 15. PROVIDE R-13 BATT INSULATION AND 3-5/6" FURRING W/ J" 6YP. BD. ALON6 FULL LENGTH OF EXTERIOR STOREFRONT WALL AND ABOVE STOREFRONT. EXTEND WALL TO UNDER51DE OF ROOF DEGK. I6. APPLY NEW UN -FACED BATTS UP AGAINST THE BOTTOM 51DE OF EXISTING VINYL BACKED INSULATION FOR A MIN. TOTAL OF R-36. SECURE WITH PERFORATED METAL HANGER STRAPS 225" O.G. PERPENDICULAR TO STRUCTURE, THEN PROVIDE IN51JL.ATION HANGER WIRES 225" O.G. BETWEEN THE STRAPS 4 SECURED IN THE HANGER STRAP PERFORATIONS. 11. APPLY NEW UN -FACED STICK PIN INSULATION TO THE UNDERSIDE OF ROOF DECK OR EXISTING INSULATION FOR A TOTAL OF R-35. FACE OF WALL FIXED PLASTIC LAMINATE ° O 51DE PANEL O M 5/6" GDX PLYWOOD PROGE55 PIPING Y E06E OF HORZ. CHASE BELOW . PLYWOOD PANEL WITH PLASTIC LAMINATE FAGIN6 WITH 5TAINLE55 STEEL 5CREW5 WITH PLASTIC, 5NAPGAP COVERS - 1'-1" WHITE r215ECTION - VERTICAL R.O. CHASE tl %I I/2" s 1'-W I A MOTA<TED FLOOR PLAN t-9 tw _ P-0, EXI5TIN6 ( WALL WITH F IN5ULAT NEW I Y2" 20 METAL 5TUD %8' FIXED E06E OF H PLYWOOD PANEL WITH PLASTIC LAMINATE FACIN6 WITH 5TAINLE55 STEEL 5GREW5 WITH PLASTIC 5NAPCAP COVERS - WHITE 3 SECTION - VERTICAL R.O. CHASE A -I I V2" = I -W N.I.C. or, TO )RD I NATEV O ,15T PU5H PA05 WITH SHELL DRAWI NG5 I U I 1 1 r --y • _ C� - •a. gom - Elm —.�,amY�� I©I I I I I I I - E� O � 1 0 ,• 1 O Q O � h, E� mum 0 - �i ©c,li1011 Hill * lull 9E r ,.,.. m❑ II n n D.44ND. ® m � . sssrasss 1 m • D I,, ® o . o Imll @� 0 a: MI a 1 1 1 1 ®1 1Wald E06E OF HORZ. CHASE BELOW PROCESS PIPING 5/6' COX PLYWOOD FIXED PLASTIC LAMINATE SIDE PANEL d PLYWOOD PANEL WITH PLASTIC LAMINATE FAGIN6 WITH STAINLESS STEEL SCREWS WITH PLASTIC 5NAPGAP COVERS - WHITE 4 SECTION - VERTICAL R.O. CHASE 1*1 �4-I 11/2' _ 1:-0' LEGEND F.E. NON -RATED PARTITION TOP OF WALL 40' AFF. OLE55 NOTED OTHERH15FJ IN FRP ALL SURFACES (6" FRAMING AT WALL HUN6 LAWS) NEW SMOKE RATED PARTITION EXISTING ONE HOUR FIRE RATED TENANT DEM151% BARRIER. 4A:60B:C, WALL HUNG FIRE EXTIN605HER, PROVIDE 5EMI-RECESSED FIRE EXTINGU15HER CABINETS IN PATIENT AREAS. PROVIDE SURFACE MOUNTED FIRE EXTIN6UI5HER5 IN THE BACK -OF -HOUSE AREAS. MOUNT BRACKET AT 42" AFF. NOT IN SCOPE OF WORK. NOTE: PROVIDE SOUND BATT IN50L.ATION AT ALL WALLS OF TOILET ROOMS, PRIVATE OFFICES, LOUNGE, CONFERENCE ROOM, BIOMED, 5TORA6E, AND RO-BICARB. cC (A Y C L >+ O O 4- -1 .1 4. z c 0 f� O U 0) +•+ C � r-I !A C •N /'1r• •H cis 7 LL U L d O O a C X ^ +j O N Li U •r-I C c- G L. L. C C L _ +j (1) O c s 4- o -1 a) U -0 rtivarin h .e: r, rct,y lr w r C p xh uK r a c f idl h rd n arp�— „ a,,4.r ec,...t: U C U U Q V � cy) ce) QL Q a z � J cc) O O N O Lu 00 0 O LIJ T W I r- zQ�� X�oz^� ^' W O O N � H Q N In Q — u- z O Q C) O J w T It LID � U o U) z J u J0 Cn Q > z -j _ 0 Q U) Q W -J J IL W = N T� .J— W N k-Qksl:�� 3.w.us DRAWN BY: LJ/CH DATE: 03/12/13 PROJECT NO.1230 REVISIONS REV. REV. REV. Sheet No. A-1 1'.-3" 5'-0" ` l'-4' 14'-5" 12'- " 12'-8" I in '-q" ? 24'-2" 25' SPRINKLER = 5 -1I RISER ' u GONFEFU%E 5 -5 s�4D. I s STORAGE 0 ` t 8 WALL FOR - � I Ro-aIGARB / RECE55ED Ul STORnGE N PANELS WITH 3 %e Q �� b' WALL FOR PLUMBING 10MED / r / PD_HED t- Cn 28 OFF. T i u � = i u i n i n i n 10 �0'i'_v b -0 12 -06 -O� %`T — Io b'-II" 12'-1on + br_ " b' " br_511 r- i TRMENT. PD.-H.HD.Emm T.T.-2 L N oq I o i.T. I� JAIUT 5'-b' 3'-8"• IQ'-011 4'-6" III-bil 3'_3�� 6'-I' I Q = f 0 0 0 m J PD.-HAD.dJ'—T—T--r I EXAM COMPOR t � N ry / ✓ PD.-HAD. / N — t r PD.-HAD. ry EXAM — — N Z Cn D 0 Q Ln N O 0 N 0 N IN 5'-1011 IN FAG. ADMIN. r P.T.-3 �b 23 61T8 I.T. 6'-0" 12'-0" 6'-0" b'-0" LJ z -_____r___ T====1--r—T====��---- CHARTS 04• � b'-O" 3'-5" JU r T 3'-b" n 10'-4" 00 . / I m . e6 RMINi s5 ♦ CB,m TREATHENT r5-7 L-L-i-_-= 8'-II" 13'-3" 124" 1 61-0" I IMENSIONW FLOOR PLAN �4-2 12'-4" COORDINATE WING WALL. LOCATION AND LENGTH WITH RO K _NII►�� 0 fV 2 TYPICAL WALL SECTION A-2 V2' ■ I m NEW SUSPEND® AGOU5TIG GEILIN6 TILE -SEE 5GHEDULE RETURN 6YP TO WINDOW AND SEAL. EXI RETURN GYP TO WINDOW AND SEAL. NEW 5/8" 6YP. WALL W. ON NEW 20 6A. 1 1/2' HOT -DIP 6ALV. STEEL DRYWALL 5TUD5 ® I6" O.G. NEW FLOOR -SEE SCHEDULE NEW 5" GONG. FLOOR SLAB WITH 6Xb 106A WIRE MESH TO IN51DE FAGE OF GMU. NEW 6MIL. MIN. VAPOR BARRIER E) 3 TYPICAL WALL SECTION N-W LEGEND (C fA Y C L >, O O 4- 3 •ri +� L a)7 "C C C Z > C O cc O U 0) i_j C O rqfA C i-J-+ �Y r-I c0 � L� U L N O o a C x (1)U L) •r 1 C N fD N G L C L +� d O C 6 4- O .r4 d U O -0 le'rn �s tnxocd. 'refeii uriel Ill y d ng E 6r c ereL e ., L:fT pi Ynrr OICn.l J .,, 11 ` "I ,r I t c ar r Ni o U rZ cli 4-a U Q M U M i Q O M I H Q 1= ao J O O 1- N NEW SUSPENw AGOUSTIG CEILING Q w OLL' c) 0 TILE -SEE SCHEDULE m CD c� ~ C-)0 Z - M tf) J Q O - LL NEW 5/6" GYP. WALL BD. ON Q N m Q NEW 20 6A. 1 1/2' HOT -DIP 6ALV. STEEL DRYWALL STUDS ® 161, O.G. NEW BASE -SEE 5GHEDULE NEW FLOOR -SEE 5GHEDULE NEW 5" GONG. FLOOR SLAB WITH bXb 106A WIRE MESH TO IN51DE FAGE OF GMU. NEW 6MIL. MIN. VAPOR BARRIER NON -RATED PARTITION TOP OF WALL 40' AFF. 04E55 NOTED OTHERWISE) W/ FRP ALL 5URFAGE5 (b" FRAMIN6 AT WALL HUNG LAYS) NEW SMOKE RATED PARTITION EXI5TIN6 ONE HOUR FIRE RATED TENANT DEMISIN6 BARRIER F.E. 4A:SOB:G, WALL HUNG FIRE EXTIN6U15HER; PROVIDE SEMI-REGE55ED ® FIRE EXTIN61)15HER CABINET5 IN PATIENT AREAS. PROVIDE 5URFAGE MOUNTED FIRE EXTIN6U15HER5 IN THE BAGK-OF4IOU5E AREAS. MOUNT BRACKET AT 42" AFF. NOT IN 5GOPE OF WORK. NOTE: PROVIDE SOUND BATT INSULATION AT ALL WALLS OF TOILET ROOMS, PRIVATE OFFICES, LOUNGE, GONFERENGE ROOM, DOMED, STORAGE, AND RO-BIGARB. Z 0 1 Q U 0 J w T— � M to U o M rn V z_ J u JI) U) Q ~ Z J � W J J_ � W = N CL W N DRAWN BY: LJ/CH DATE: 03/ 12/ 13 PROJECT N0,1230 REVISIONS REV. REV. REV. Sheet No. A-2 GENERAL GORE APPLICATION NOTES FIRE PREVENTION CODE - REFERENCE T-I IO. ANY PART OF THE AGGE5516LE ROUTE WITH SLOPE GREATER THAN 1:20 SHALL BE BIIILDIN6 GORE - REFERENCE T-1 CONSIDERED A RAMP. ACCESSIBILITY CODE - REFERENCE T-I NFPA - REFERENCE T-I II. RAM05 AND LANDIN65 WITH DROP-OFFS SHALL HAVE CURB5, WALLS, RAILINGS OR I. CHAPTER 14: FIRE SAFETY DURIN6 CONSTRUCTION AND DEMOLITION. PROJECTING SURFACES THAT PREVENT PEOPLE FROM 5LIPPING OFF THE RAMP, OR LANDING, PROVIDE 2" MINIMUM CURB HEIGHTS ON RAMPS AND LANDIN65. 2. - CHAPTER 1: FIRE PROTECTION OF (DOOR/WINDOW) OPENIN6 IN FIRE BARRIER: 12. CONTROLS AND OPERATING MECHANISMS ALONG ACCESSIBLE ROUTES AND SPACES OR AS ' (A) I HOUR FIRE BARRIER: FOR VERTICAL OPENIN66 OR EXIT ENGLO5URE5 - AND j HOUR PART OF AN ACCESSIBLE ELEMENTS 06141- 5WITGHE5, D15PEN5ER CONTROLS, THERMOSTATS, "G-LABEL" FIRE PROTECTION WHERE U5ED FOR OTHER THAN VERTICAL. ETG) SHALL COMPLY WITH ALONG AGGE551BLE ROUTES AND AGGE551BI-E SPACES OR AS (B) DOORS -1 HOUR "B-LABEL" FIRE RATED WOOD DOORS AND METAL FRAMES. PART OF AN ACGE55113LE ELEMENT. -MAXIMUM 54" SIDE REACH AND MAXIKH 48" FORWARD (6) WINDOWS -4" WIRE 6LA-% IN FIRE RATED METAL FRAME, MAX. 6LA55 PANE SIZE - 1246 REACH. 50. IN. 13. SINKS, LAVATORIES AND VANITIES: (A) ALL COMMON USE LAVATORY FIXTURE5, 51NK5, 3. RATING AND PROTECTION OF OPENIN65 (FLOORS, WALLS 4 CEILINC65) IN RATED BARRIERS VANITIES, AND BUILT-IN LAVATORIES SHALL COMPLY - STANDARD STYLE FIXTURES THAT AND ASSEMBLIES - OPENINGS SHALL BE PROTECTED A5 APPROPRIATE FOR THE FIRE COMPLY SPECIALTY SINKS THAT REQUIRE DEEP SINK BOWL SHALL BE AGGE55113LE FROM RATING OF THE BARRIER PENETRATIONS SHALL BE SEALED WITH MATERIAL GAPA13LE OF SIDE APPROACH WITH SINK HE16HT OF 34" MAXIMUM. IF PROVIDED, AT LEAST ON SCRUB SINK PREVENTING THE PA55A6E OF FLAMES AND HOT GASSES AND SHALL MEET THE FIRE STOP 15 REQUIRED TO BE AGCE551BLE IN EACH ROOM OR AREA. STANDARD, A5TM-E&14 OR NFPA 251. 14. CLEAR FLOOR SPACE: 30" X 4b" CLEAR 5PA( E SHALL BE PROVIDED IN FRONT OF A 4. DOORS IN RATED A55EMBLIE5 SHALL BE NORMALLY BE KEPT CLOSED. IF HELD OPEN, THEY LAVATORY, IF THEY ADJOIN OR OVERLAP ON ACICE551BLE ROUTE, 5" SPACE SHALL SHALL BE EQUIPPED WITH AUTOMATIC DEVICES THAT WILL RELEASE THE DOORS UPON THE EXTEND Iq' MAXIMUM UNDERNEATH THE LAVATORY. ACTIVATION OF EITHER (A) FIRE ALARM SYSTEM, (B) LOCAL SMOKE DETECTOR OR 15 MOLDED PLASTIG MATERIALS USED FOR L16HT TRANSMI5510N SHALL MEET THE INTERIOR AUTOMATIC FIRE EXTIN6UI5HING OR AUTOMATIG FIRE DETECTIO6 SYSTEM. MAXIMUM FIN15H REQUIREMENTS COMPLETE WITH UL TE5TIN6 CERTIFICATION. ALLOWABLE DOOR UNDERCUT SHALL BE IN ACCORDANCE WITH NFPA &0. 5. AN APPROVED SMOKE DAMPER SHALL BE PROVIDED FOR EACH AIR-TRAN5FER OPENING OR I6. DOOR HARDWARE - AGGE5516LE DOORS, ETC. SHALL HAVE A SHAPE THAT 15 TO BE DUCT PENETRATION OF A REQUIRED SMOKE BARRIER, MLE55 OTHERWISE PERMITTED BY GRA5PED WITH ONE HAND AND DOES NOT REQUIRE TIGHT 6RA5PIN6, TIGHT PINCHING, OR MEGH. CODE PROVISIONS. TWI5TIN6 OF THE WR15T TO OPERATE (OPENABLE WITH NOT MORE THAN ONE RE-EA51N6 6. REQUIRED SMOKE DAMPER IN DUGT5 PENETRATING SMOKE BARRIER SHALL CLOSE UPON OPERATION). LEVER OPERATED MECHAN15M5, PUSH -TYPE MECHANISMS AND U-514APED DETECTION OF SMOKE, BY APPROVED SMOKE DETECTORS INSTALLED IN ACCORDANCE WITH HAND -ES ARE ACCEPTABLE DE516N, (DOOR KNOBS DO NOT COMPLY). NFPA 12, NATIONAL FIRE ALARM CODE. 11. LABORATORY PROVIDED 15 USED ONLY FOR PATIENT DIA614051716 PURPOSES. ONLY MINIMUM 1. FLOOR LEVEL: ELEVATION OF FLOOR SURFACES ON BOTH 51DE5 OF A DOOR SHALL NOT QUANTITIES OF LOW HAZARD MATERIAL5 ARE USED IN THE PROCEDURES. THE QUANTITIES VARY BY MORE THAN is FOR A DISTANCE EQUAL TO THE WIDTH OF WIDEST DOOR LEAF. SHOULD NOT REACH THE HAZARD LEVEL THAT WOULD REQUIRE AND/OR TR16GER THRESHOLDS AT DOOR WAYS SHALL NOT BE MORE THAN in IN HEI614T. RAISED THRESHOLDS COMPLIANCE WITH NFPA qq, STANDARD FOR HEALTH CARE FAGILITIE5. REFER TO MATERIAL AND FLOOR LEVEL CHAN6E5 MORE THAN #" AT DOORWAYS SHALL BE BEVELED WITH A L15TIN6 ON DRAKIN6 No. T-I. SLOPE NOT STEEPER THAN I IN 2. 1&. STENCIL OR INSTALL STICKERS (WITH 5TAPLE5) BOTH SIDES OF RATED ASSEMBLIES IN b. CHANSE5 IN LEVEL: #" OR LE55 MAY BE VERTICAL AND WITHOUT EDGE TREATMENT, AND ° EVERY ROOM AND MINIMUM 20' O.G. INDICATING THE A55EM13LY HOUR RATING AND "SEAL ALL PENETRATIONS". TO J" SHALL BE BEVELED WITH SLOPES 1:2 MAXIMUM, AND OVER is SHALL BE RAMPED WITH Iq PROVIDE TACTILE "EXIT" 516N AT EACH DOOR TO AN E6RE55 STAIRWAY, AN EXIT SLOPES 1:2 MAXIMUM. PASSAGEWAY, AND ALL EXIT DISCHARGE POINTS PER IBC 1011.13. d AN51 AIII.I SECTION 103. q• GK4C-R5 IN LEVEL IN MEANS OF EGRE55 NOT MORE THAN 21' SHALL BE EITHER BY A RAMP 20• REFER TO TITLE OR COVER SHEET AND OTHER PRANIN65 FOR ADDITIONAL CODE OR BY STAIRS PER 5-22. PRESENCE AND LOCATION OF RAMPED AMOR STAIR PORTIONS APPLICATION REFERENCES. OF WALKWAYS SHALL BE READILY APPARENT, WITH 13" TREAD DEPTHS. SELEGTED SMOKE RATED HALL JOINT SYSTEM - MAX SEPARATION BETWEEN BOTTOM OF FLOOR AND TOP OF WALL IS j IN. THE JOINT ASSEMBLIES SYSTEM 15 DESIGNED TO ACCOMMODATE A MAX 33 PERCENT GOMPRE55ION OR CONSTRUCTION OF NEW SMOKE RATED PARTITIONS: EXTEN51ON FROM ITS INSTALLED WIDTH. THE JOINT SYSTEM CONSISTS OF A DEFLECTION CHANNEL AND A FILL MATERIAL AS FOLLOWS: BOARD APPLIED AT RIGHT AN6LE5 TO EACH 51PE OF 3 5/8" 5TUD5 ® 16" OG WITH 6d COATED NAILS, I A. FILL, VOID, OR CAVITY MATERIAL" - Ye" LONG, 0.1115" 5HANK,Y" HEADS 0 T O.G., 5PACIN611 OG ALONG E06B AND 12' OG IN FIELD. SEALANT - MIN I IN THICKNESS OF FILL ORIENT JOINTS VERTICALLY AND 5TA66ER ON OPP051TE 51DE OF WALL IN ACCORDANCE WITH MATERIAL INSTALLED ON EACH 51DE OF SELECTED PUBLISHED DE516N STANDARDS OF THE FIRE TESTIN6 AC7MY AND THE REQUIREMENTS OF THE WALL BETWEEN THE TOP OF THE THE STATE FIRE MARSHALL. 6YP5UM BOARD AND ALL SURFACES OF SMOKE PARITION CONSTRUCTION, IN ADDITION, SHALL PROVIDE A CONTINUOUS MEMBRANE THAT WILL THE STEEL FLOOR UNITS, FLUSH WITH RE5151- THE PA55AC-E OF SMOKE ON ONE 51DE. CONSTRUCTION SHALL BE A5 DEFINED UNDER THE EACH SURFACE OF 6YP5UM BOARD. GOVERNING CODES AND BY BUILDING OFFICIALS HAVING JURISDICTION. `RA R ASSOCIATES INC- ALL JOINTS SHALL BE BEDDED AND TAPED AND LEFT READY TO RECEIVE THE SCHEDULED FINISHE5. BER69 ARD IFG ALL PENETRATIONS AND (PERIMETER OF SMOKE PARTITIONS SHALL BE 5EALED WITH FIRE RATED " BEARING THE UL CLASSIFICATION MARK. GAULKIN6 APPLICATION. OGGUPANT LOAD OCCUPANT LOAD = ONE OCCUPANT PER EACH 100 5F BUSINESS OGGUPANGY. OCCUPANT LOAD = q,500 NET 5F DIVIDED BY 100 5F PER OCCUPANT = q5 OCCUPANTS. EXI5TIN6 PRE-ENGINEERED WOOD T01= SYSTEM EXI5TIN6 PLYWOOD. COORDINATE WITH SHELL ARCHITECT. DIAC70NAL BRAGIN6 TO STRUCTURE 4'-0' O.G. 5U5PENDED ACT 5/8' GYP. WALL BD. EACH 51DE GOLD ROLLED -FORMED 20 GAUGE, HOT -DIP GALV. STEEL STUDS. FASTEN STUDS AND STUD TTRACK5 IN RAMSET OR PHILLIPS POWDER ACTUATED FASTENERS. CONTINUOUS SEALANT BOTH 510B BASE -SEE SCHEDULE FLOOR -SEE SCHEDULE GOING. FLOOR SLAB 5 15EGTION - s-3 rA- EXISTING PRE-ENGINEERED WOOD TR155 SYSTEM I LAYER 5/8" TYPE G 6YP. BD. ON RESILIENT CHANNELS ON BOTTOM CHORD OF TRUSSES. SEAL PARTITION TO CEILING DEGK, BOTH 51DE5, W/ FIRE RATED SEALANT. 5/5" TYPE X FIRE RATED GYP. WALL W. RATED SIDE. GOLD ROLLED -FORMED 20 6AU6E, HOT -DIP 6ALV. STEEL STUDS. - ROLL -FORMED 20 GAUGE, HOT -DIP SALV. STEEL CHANNEL TRACK. FLANGES SHALL BE 1-1/4" HT. FASTEN STUDS AND STUD TRACKS TO ADJACENT CON5T. IN RAM5ET OR PHILLIPS POWDER ACTUATED FASTENERS. SEAL COMPLETELY ALL OPENIN65 ON THI5 SIDE TOP AND BOTTOM WHERE SMOKE PARITION5, EXTERIOR WALLS, AND AT FLOOR AND GEILIN6 BASE -SEE SCHEDULE FLOOR -SEE SCHEDULE GONG. FLOOR 5L.A13 SEALANT MATERIAL TO BE GAPA13LE :EVENTING THE PA55A6E OF FLAMES IOT 67A55E5 AND SHALL MEET THE 5TANDARD5 FOR FIRE STOP ASTM-ED14 OR NFPA 251 CTION -SMOKE RATED PARITION RATED SIDE 51b" TYPE 'X' FIRE RATED 6YP. WALL 5/8" TYPE 'X FIRE BD. (RATED SIDE) RATED GYP. WALL METAL WALL BD. (RATED SIDE) FRAMING NON RATED 61P. NON RATED GYP. WALL BD. WALL BD. METAL WALL - FRAMING SECTION - INTERSECTION SECTION - INTERSECTION 2 OF PARTITION TYPES (I)OF PARTITION TYPES A3 ' = r-0' A 3 �✓t• = P-0' 0 0 I6 17 5/8" TYPE 'X' FIRE BUILDING RATED GYP. WALL W. (RATED SIDE) EXTERIOR EXTERIOR SHEATHING NON RATED GYP. WALL W. METAL WALL -- FRAMING BUILDI% INTER( IR SECTION - INTERSECTION 4 OF PARTITION TYPES A-3 A. = Ib' SPRINKLER F I I RISER 3 4 3 S.K d D. CONFERENCE LOUNGE t /i IS }, PD-f*D STORAGE 15 _ 3 F r° r / PD-OFF. I I r I 3 14 I , IA u PD.-H.HD. EXAM - - - + - ALLPKABLDLS ANCE 150 N AG1UAV DISTANCE 86' TO T , N�Ij I F.E. bOOFh' #2A I oq Z A-3 Fr L L-11 / �� 3:2 35 / 08 g C. rrn 11 / � I - N.1.C. LL.11 FAG. O HD EXAM I I 31 L - F I-T I to L- CHARTS r ' �T -HHD. EXAM T ' O5 O4 C@D ® n I j BUSINESS OFFICE Ed L1 N OS + _ R, .� 1 �� 03 I WAITIN6 0 r�Yr-'�r�� 1 , _ _ _JILJ 04 P.T.-I 34 I F t F.E. r-T--rIl --Irl --Irl --rm -T- I T--._... - .-. - - - -= SEAL PARTITION TO ROOF DECK, ' BOTH SIDES, W/ FIRE RATED SEALANT. 6.G. TO CONFIRM EXISTING PRE-646INEERED WOOD TRU55 SYSTEM I k i 3 I COORDINATE RATED ASSEMBLY L GON517RUGTION WITH SHELL ARCHITECT r I� 51,15PENDED ACT 11 NOTE: SEALANT MATERIAL TO 13E GAPA13LE OF PREVENTIN6 THE PA55A6E OF FLAMES AND HOT 6A55E5 AND SHALL MEET THE TEST STANDARDS FOR FIRE STOP A5TM-Eb14 OR NFPA 251 -► 5ECTION - EXISTING IHR RATED MM15IN67BARRIER !:S/tw - 1'-0' -- Z. N F 1 A-3 NOTE TENANT PROVIDE ITEMS: I. LINENS AND CUBICAL CURTAINS ARE NOT UNDER THI5 PROJECTS SCOPE OF WORK. IF AT A LATER DATE THE TENANT INSTALLS SUCH ITEMS THEN THEY SHALL COMPLY WITH NFPA 101 SECTION 20.13 2. ALCOHOL BASED HAND RUB DISPENSERS ARE NOT UNDER TH15 PROJECTS SCOPE OF WORK. IF ALCOHOL BASED HAND RUB DISPENSERS ARE INSTALLED BY THE TENANT AT A LATER DATE THEN THE INSTALLATION SHALL COMPLY WITH NFPA 101 SECTION 20.3.2b. - DISPENSERS IN CORRIDOR5 MUST HAVE MIN 6CORRIDOR CLEARANCE - MAX DISPENSER CAPACITY SHALL BE .32 6AL. - DISPENSERS SHALL. BE SEPARATED BY MIN 48". - DID 5i-IALL NOT BE INSTALLED OVER CARPETED FLOORING. - PLEASE COMPLY WITH ALL ITEMS UNDER L5G 20.3.2b. Em pm I LAI RO-BIGARB � 4 A-3 _Li _ , " ©' O T° LJ ... Ems..... ip..... J mW �I - 1011 - I 1II o OL 1011 ' p N`z II • n n 0 I I ] I■ p [II 1 ® ■ :IV [sm IVIn �- • E' 3 co In HitImii - © I W TV ® m 5 m ® ® • I.I7. 1. I.I I-1 I.I ICI I-1 rl C L q- •O z > c 0 ca O U ty U L W m O O C X +� o a) U •ri cz :n a) L C L +1 a) o c E-= 4- 0 •r-I (1) U "O .O � w any ,,Una. _ .......E„� .,,�:. 48 PER5ON5 I LIFE 5AFmy FLOOR PLAN EXITING Av tw _ 1`-& LEGEND NON -RATED PARTITION I TOP OF WALL 40" AFF. OCE56 NOTED OTHERWISE) 2 W/ FRP ALL SURFACES (6' FRAMING AT WALL 046 LAWS) NEW SMOKE RATED PARTITION 3 EXI511NG ONE HOUR FIRE RATED TENANT DEMI51% BARRIER. 4 F F 4A:WB:G, WALL W46 FIRE EXTIN6U15HER; PROVIDE 5EMI-REGE55ED 0 FIRE EXTIN6U15HER CABINETS IN PATIENT AREAS. PROVIDE SURFACE MOUNTED FIRE EXTIN61)I5HER5 IN THE BAGK-OF-HOUSE AREAS. MOUNT BRACKET AT 42" AFF. NOT IN SCOPE OF WORK. NOTE: PROVIDE 50 M BATT INSULATION AT ALL WALLS OF TOILET ROOMS, PRIVATE OFFICES, LOUNGE, CONFE E E ROOM, BIOMED, 5TORA6E, AND RO-BICARB. U � 0 LL1 >- J I,I„I N BLE E6RE55 DISTANCE 2C i EGRE55 DI5TANGE 115' (T0 cc I.L W N DRAWN BY: LJ/CH DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. REV. REV. Sheet No. A-3 11 24 urn .{ I1n]11 - - -l=I - 79, II INIII, ■ .. IIII �■ a . �m■ICOLE II li`IIK im■■■■� �.- �G LL m11 ■��®�� wil --- N1, nil ME MR 0 rm I III I=_w_ 1, 0 N.I.C. I FLOORING i- FLOORING PATTERN LEGEND AREA TO RECEIVE GARPET AREA TO RECEIVE GERAMIG CARPET COLOR: PUMPKIN SPICE AREA TO RECEIVE CERAMIC, CARPET DOLOR: TROPICAL BLUE - : ~ AREA TO RECEIVE PENETRATING GONGRETE SEALER. AREA TO RECEIVE VGT-1 AREA TO RECEIVE VGT-2 VGT APPLIGATION NOTES: I. PROTECT ALL FINISHED FLOORIN6 FROM 0AMA6E THROUGHOUT CONSTRUCTION. COVER OR M45K SURFACES IN ACCORD WITH 5PECIFIC MANUFACTURERS PROTECTION REQUIREMENTS. 2. ROTATE TILE 1/4 DURING INSTALLATION. 3. NOT MORE THAN 46 HOURS PRIOR TO DATE OF SUBSTANTIAL COMPLETION, APPLY THREE GOATS OF MANUFACTURER'S APPROVED NON -SLIP CLEAR WAX TO GLEAN VGT FL.00RIN6 AND BUFF. 35 a m m 04 03 34 qa r son �In ■on: 4*.i ■■�� FIN15H GOLOR 5GHEDULE I. RIBBER BASE - B-I: 'ROPPE - 130 BUCKSKIN q. CORNER 6UARD5 - C64 KOR06ARD - TAN - K-3 - ALL OUT5IDE CORNERS B-2: 'ROPPE - 130 BUCKSKIN (RADIU5E0 CORNER BLOCK) ® 48" A.FF OR TOP OF FRP B-3: SHERWIN WILLIAMS (CERAMIC CARPET COVE BASE FOR USE W/ FLOORING SYSTEM FL-5) 10. FRP - FRP-I: FRP - SILVER P145 (PROVIDE GLA55 'A' FRP AT FIRE RATED WALLS, 2. VINYL VGT I: MANNINGTON -116 51ENNA - 12'XI2" PROVIDE GLA55 'C' FRP AT NON -RATED WALLS) COW05IT10N TILE - VGT 2: MANNIN6TON -111 VENETIAN SILK - 120XI2" (ALL VGT EG0-5PEG WB NO VA.G) II. INDUSTRIAL FLOORING - FL-5: GERAMIG CARPET #400 PUMPKIN SPICE 3. GARPET - C-I: 5HAW - STEELING BEAUTY - DAVITA STANDARD I FL-6: CERAMIC, CARPET #400 TROPICAL BLUE (FLAME SPREAD GLASS I / 50 ( 450) FL-1: ENDURA GOAT: ENDURA5EAL 100% ACRYLIC, FLOOR SYSTEM 4. WALL PAINT - P-I: BENJAMIN MOORE - ETIGIJETTE - AFFINITY AF-50 P-2: MOORS - ELMIRA WHITE - HG-84 P-3: NOTBENJAMIN NOT USED 12. BENCH FABRIC, - F-I: KEY5TON BROS - STUDIO CANYON NJ1T1E6 P-4: BENJAMIN MOORS - JAGK50N TAN - HG-46 - TCA008 - RECEPTION BENCH P-5: BENJAMIN MOORE - VAN DEU5EN BLUE - HG-156 NFAG GLASS I / NFPA 2(50A) P-6: BENJAMIN MOORE - COPPER MINE - 20g4-20 P-l: BENJAMINE MOORE - 60L.DB M15T - 2158-40 13. AGOUSTIGAL - ACT I: ARM5TRON65 - GORTE6A REVEAL E06E #104 - 2'X25(7/S" (ALL PAINT EGO.5PEG WB NO V.O.G., E665HELL FIN15H, LAY -IN TILES IN 15/16" FLAME SPREAD GLASS 'A') 14. GEILIN6 TILE - PRELUDE EXPOSED TEE ANGLED TESULAR SYSTEM 5% - WHITE. 5. DOOR FRAME - CLEAR ANODIZED ALUMINUM - INTERIOR ACT 11: ARM5TRONG - CLEAN ROOM MYLAR PAINTED TO MATCH SURROUNDING FIN15H - EXTERIOR W/50ARE EDGE 5U5PEN510N SYSTEM - TILE #1115 KA120 BORDER TILES 6. DOOR d STAIN - MARSHFIELD - PLAIN SLICED, WHITE MAPLE AUTUMN FACTORY FIN15H 15. CHAIR RAIL STAIN - OLD MASTERS - EARLY AMERICAN 1. PLA5TIC LAMINATE - PL-I: FORMICA - FAUX GAUZE-1108-58 PL-2: FORMICA - ANTIQUE WHITE OXIDE - 303-58 NOTE: ALL FIN15HE-5 IN EXITS AND EXIT ACCESS AREAS 5HALL BE GLASS 'A' OR 'B' ONLY. PL-3: FORMICA- ANTIQUE WHITE - q32-56 (INSIDE OF CHASE ONLY) ALL OTHER SPACES CLA55 'A', 'B', OR 'G' PL-4: FORMICA - F16URED ANN16RE-1284-56 (ALL P.LAM. FLAME SPREAD < 25 / SO ( 450) 6. 50LID SURFACE - 55-I: WIL50NART - DRY GREEK RIVER5TONE - g136R5 - INTEGRATED 4' BAGK5PLA5H AND 3/4" FRONT/510E5 55-2: WIL50NART - QUARRY MELANGE - g041ML - RADIU5ED COUNTERTOP W/ FRONT SKIRT REUSE SINK MATERIAL B020 (ALL 55 FLAME SPREAD C LA55 1 / 50 10) AREA SET IN METAL FRAME (USE RATED 6LA55 IN RATED DOORS) VARIES VARIES ; FRAME _I r - \ \ \ \ 5" 4" f O O 8 ELEVATION - DOORS AND WINDOW5 �VW ' I'-W in TEMPERED 6LA55, IN VARIES ALUMINUM FRAME VARIES VARIES VARIES _TYP VARIES ANODIZED METAL ALUM. IN / I FRAME I / 2" STOREFRONT BLI / _ %' T �" ( ` T-ASTRAGAL T IN FRAME TO 4 4 � '2`4" O A5 NOTED I O MATCH '- I EXISTING. FINISHED o FLOORAL 1000 DOOR G FINISHED FLOOR O O O FRAME O ROOM FIN15H 5GNEDULE ROOM ROOM NAME FLOOR BASE WALL5 GEILING RFIRE NOTES 01 WAITIN6 VGT 1 5-1 PAINTED 6YP. BD. ACT CHAIR RAIL 32" A.F.F. 02 P.T.-I VGT 1 5-1 PAINTED 6YP. BDJFRP ACT 44" H16H FRP WAINSCOT ON ALL WALLS 03 BUSINESS OFFICE G-I B-I PAINTED GYP. BD. ACT 04 CHARTS VGT 2 B-I PAINTED GYP. W. AGT 05 I.T. VGT 2 B-I PAINTED 6YP. BDJPLYWD ACT 4'-0" H16H VT PLYWOOD W/ TOP ® 6'-b" MINIMUM ALL WALLS 06 P.D.-H.H.D. EXAM VGT 2 5-1 PAINTED 6YP. BDJFRP ACT FRP WAIN5GOT A5 INDICATED Cl PD.-H.HD. EXAM VGT 2 B-I PAINTED GYP. BDJFRP ACT FRP WAINSCOT A5 INDICATED 08 PD.-H.HD. EXAM VGT 2 B-I PAINTED GYP. BDJFRP ACT FRP WAINSCOT AS INDICATED Oq P.D.-H.H.D. EXAM VGT 2 B-1 PAINTED GYP. BDJFRP ACT FRP WAINSCOT AS INDICATED 10 PD-HHD OFF. I G-1 B-I PAINTED GYP. BD. ACT II PD-HHD 5TORA6E VGT-I B-I PAINTED GYP. BDJFRP ACT SMOKE T16HT FRP TO 6-0" AFF AND FIELD PAINT ABOVE AT EXCEPT AT 5HELVIN6 (FIELD PAINT ONLY) 12 SPRINKLER R15ER SEALED CONCRETE 13-1 ETR 13 CORRIDOR VGT-I 5-1 PAINTED 6YP. BD. ACT FRP WAINSCOT AS INDICATED 14 S.W. 4 D. G-I B-I PAINTED 6YP. BD. ACT 15 CONFERENCE G-1 &1 PAINTED 6YP. BD. ACT 16 T.T.-I VGT 2 5-1 PAINTED GYP. BDJFRP ACT 44" HIGH FRP WAINSCOT ON ALL WALLS Il T.T.-2 VGT 2 B-I PAINTED GYP. BDJFRP ACT 44" HIGH FRP WAINSGOT ON ALL WALLS IS LOUNGE VGT I B-I PAINTED 6YP. BD. ACT Iq JANITOR FL-6 5-3 6YP. BDJGBU/FRP ACT SMOKE TIGHT ' FULL HEIGHT FRP ON ALL WALLS 20 I.W. SEALED CONCRETE B-1 GYP. BDJFRP ACT SMOKE TIGHT FULL HE1614T FRP ALL WALLS 21 5TORA6E VGT 2 B-I PAINTED GYP. BDJFRP ACT SMOKE TIGHT FULL HEIGHT FRP EXCEPT AT 5HELVIN6 (FIELD PAINT ONLY) 22 RO-BIGARB FL-b B-3 PAINTED 6YP. BDJFRP ACT II SMOKE T16HT FULL HE16HT FRP ON 5/6" COX PLYWOOD TO &'-0" 23 BIOMED FL-5 B-3 PAINTED GYP. BDJFRP ACT 44" HIGH FRP WAINSCOT ON ALL WALLS 24 PRIV. TRMENT. VGT 2 / VGT 1 4 FL-5 B-I/B-3 PAINTED GYP. BDJFRP ACT FRP A5 INDICATED BENEATH HORIZONTAL CHASES 25 P.T.-3 VGT I B-I PAINTED 6YP. BDJFRP ACT 44" HIGH FRP WAIN5GOT ON ALL WALLS 26 FAG. ADMIN. G-1 5-1 PAINTED 6YP. BD. AGT T TREATMENT VGT 2 / VGT 1 4 FL-5 B-I/B-3 PAINTED GYP. BDJFRP ACT FRP AS INDICATED BENEATH HORIZONTAL CHASES 28 P.T.-2 I VGT 2 B-I PAINTED 6YP. BVJFRP ACT 44" HIGH FRP WAIN5GOT ON ALL WALLS 'NOTE: FIRE RATED FRP TO BE ON FIRE RATED WALLS PLU5 I.T. ONLY. NON -RATED FRP ON ALL OTHER WALLS. "NOTE: FIRE RE515TANT COX PLYWOOD. DOOR AND FRAME 5GNEDULE MARK ROOM DOOR MATLE THRE5HOLD Lu o v HARDWARE REMARK5 SIZE THK MATL TYPE FIRE RATING 1 WAITING 31-6" x 8'-0" 1 3/4" ETR G ALUM ADA/ALUMINUM AUTO A%15T AUTO A5515T DOOR 2 WAITIN6 5-b" x T-O" 1 3/4" 5G WD B ALUM YES PUSH BUTTON KEYPAD ARMOR PLATE BOTH SIDES TI 6 3 $" x 8 -0111 I 4" 5G WD B ALUM YES PUSH BUTTON KEYPAD ARMOR PLATE BOTH SIDES ELECTRIC "FAIL FAIL SAFE INTER( Oh 4 P.T.-I 3'-0" x &'-0' 13/4" 5G WD A ALUM PRIVACY SET ARMOR PLATE BOTH SIDES 5 CHARTS 31-0" x 1'-0" 1 3/4" 5G WD A ALUM PA55A6E LATCH SET ARMOR PLATE GORRIDOR/EXTERIOR 51DE 6 1 I.T. Y-0" x 1'-0" 1 3/4" 5C I A ALUM KEYED LOCK SET 5TORAC-E/ENTRY LOCK SET l BU51NE55 OFFIGE Y-O" x 1'-0" 1 3/4" 5G WD B ALUM KEYED LOCK SET 8 P.T.-3 Y-0" x T-0" 1 3/4" 5G WD A ALUM PRIVACY SET ARMOR PLATE BOTH 510B q TREATMENT 3'-0' x 1'-0" 1 3/4" 5G WD B ALUM PA55A6E LATCH SET ARMOR PLATE BOTH SIDES 10 P.D.-H.H.D. EXAM 3'-0' x 1'-0" 1 3/4" 5G WD E ALUM PA55A6E LATCH SET II 1 PD.-H.HD. EXAM 6-0" x 1'-0" 1 3/4" 1 5G WD E ALUM PA55A6E LATCH SET 12 P.D.-H.H.D. EXAM 3'-0" x 1'-0" 1 3/4" 1 5G WD E ALUM PA55A6E LATCH SET 13 P.D.-H.HD. EXAM Y-O' x T-0" 1 3/4" 5G WD E ALUM PA55A6E LATCH SET 14 PD-HHD OFF. 1 31-0" x 11-0" 1 3/4" 56 WD A ALUM KEYED LOCK SET 15 PD-HHD 5TORA6E Y-O' X l'-0" 1 3/4" 5G WD A SMOKE TIGHT ALUM YE5 KEYED LOCK SET ARMOR PLATE BOTH SIDES 16 SPRINKLER R15ER 31-0" x 11-0" 1 3/4" ETR A HMF ALUMINUM YES KEYED LOCK 5ET/PANIG HARDWARE PANIC HARDWARE Il PD-HHD STORAGE 2'-0"(3'-0") x l'-0" 13/4" ETR F HMF HEAVY DUTY ALUMINUM YES KEYED LOCK SET PEEPHOLE INTERCOM IS 1 5.14. 4 D. Y-0" x T-0" 1 3/4" 1 5G WD A ALUM KEYED LOCK SET Iq T.T.-I Y-O, x 1'-0" 1 3/4" 5G WD A ALUM PRIVACY SET 20 CONFERENCE Y-O' x 1'-0" 1 3/4" 5G WD B ALUM PA55A6E LATCH SET 21 T.T.-2 31-0" x 11-0" 1 3/4" 5G WD A ALUM PRIVACY SET 22 LOUNGE 3b" x 1'-0" 1 3/4" 5G WD B ALUM PA55A6E LATCH SET 23 JANITOR 31-0" x 1'-0" 1 3/4" 5G WD A SMOKE TIGHT ALUM YES KEYED LOCK SET ARMOR PLATE BOTH SIDES 24 CORRIDOR 3'-b" x 1'-0" 13/4111 ETR A HMF ALUMINUM YES I KEYED LOCK 5ET/PANIG HARDWARE PANIC HARDWARE 25 I.W. 3'-0" x T-O" 13/4111 5G WD A SMOKE T16HT ALUM YES KEYED LOCK SET ARMOR PLATE BOTH SIDES 26 5TORA6E Y-b" x 1'-0" 1 3/4" 5G WD A SMOKE T16HT ALUM YES PUSH BUTTON KEYPAD ARMOR PLATE BOTH SIDES 71 1 5TORA6E 2'-0"0-09 x T-On 1 3/4" ETR F HMF HEAVY DUTY ALUMINUM YES KEYED LOCK SET PEEPHOLE INTERCOM 28 RO-BIGARB 5'-0" x 1'-0" NA NA D NA TRENGH DRAIN NA GA5ED OPENING TRENCH DRAIN ENTIRE WIDTH 2q CORRIDOR Y-b" x T-O" 1 3/4" 5G WD B ALUM PA55A6E LATCH SET ARMOR PLATE BOTH 5IDE-5 30 DOMED Y-0" x 6-0" 1 3/4" 1 5G WD B ALUM PA55A6E LATCH SET ARMOR PLATE BOTH SIDES 31 TREATMENT 3'-b" x 1'-0" 1 3/4" 1 ALUM d 6LA55 G ALUM NONE YES RADIUS PUSH/PULL 32 FAG. ADMIN. 31-0" x 11-0" 13/4" 5G WD A ALUM KEYED LOCK SET 33 BJ51NE55 OFFICE 3'-0" x T-0" 1 3/4" 5G WD B ALUM KEYED LOCK SET 34 P.T.-2 3'-0" x 6'-0" 1 3/4" 5G WD I A ALUM PRIVACY SET JARMOR PLATE BOTH SIDES 35 PD.-H.HD. EXAM PR 3'-O" x 'T 1 3/4" 1 5G WD 1 G 1 1 WOOD I FLUSH HANDLE/EDGE PULL IPOGKET DOOR NOTE: CONFIRM HARDWARE 5GHEDULE WITH OWNER PROVIDE MASTER KEYING 5Y5TEM PER OWNER REQUIREMENT5 NOTE: ALL HOLLOW METAL DOOR FRAMES AND WINDOW FRAMES TO BE PAINTED PER COLOR FIN15H SCHEME. NOTE: PROVIDE TAGTILE EXIT 516N AT EACH EXTERIOR DOOR IN ACCORDANCE WITH LIFE SAFETY NOTE #Iq. NOTE: 4' HEADER ON EXTERIOR HOLLOW METAL FRAMES i, OPEN 2'-10' FRAMELE55 CLEAR GLASS 6'-0" 2'-6" LL 2 5LIDIN6 PANEL W/ LOCK FRAMELE55 FIXED CLEAR 1-0" 2'-0" 21-0" , 6LA55 PANEL.75 \ SOLID SURFACE RADIUS T TRANSACTION GOUNTERTOP IU5 GOLk r MAX. 12gb 52 T 1/4' REVEAL127 . ` ` `vo � ITHICK PLAM VENEER ALL EXP05ED SIDES OVER 3/6"MDF PANEL �,� !�,� 1' �;�t, rn FIRE --CITE IN _ T T DIRECT GLUE TO 6YP5UM; t s; t }ti;4`; 2" 1 HR. ALUM 30ARD. VEND GRAIN TO BE 1/4" 1/4" O FINISHED FLOOR ORIENTED VERTICALLY. EQ EQ EQ W 2 T = TEMPERED GLASS 3 W1 I I I BRACE TO STRUCTURE PER MFP, INSTRUCTIONS OPEN 31-0" 3'-0" 1 J" THICK 6LA% IN AL UMI. FRAME W/ CLEAR ANODIZED FIN15H TO MATCH STOREFRONT. 5° iv T T 2" TYP. r �ry CHAIR RAIL STAIN 6RADE WHITE BIRCH XLDIN& DETAIL C L. >1 O O 4 H 3: L >i (1)" -a O C z > c O ca O U O> 4+ C C r c .1 c U L d O o cc: x +1 O m U •ri cz (� a)L c_ C L +� N O C E O rl d U cn U N Q M U 0 co QL Q m H co Z� � Q m J O O r, N ° O w o O M m Z Q V H M ^x, W In -j Q O M N D I- f� Q N m Q LL Z O U O J WLO T " M D U o � z � � = Q m 0 J Q �- Z J > Q W J W = N L. j N t.4. Qw...-L 3 . tz. I,,, DRAWN BY: LJ/CH DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. REV. REV. Sheet No. A-4 T— N Z O rK I QO N GENERAL FINISH NOTES: I. PREPARE AND SUBMIT 6.G. APPROVED SHOP DRAWIN65 FOR ALL ITEMS OF MILLWORK TO THE ARGHITEGT FOR REVIEW. 2. SOUND IN5ULATION SHALL BE PLACED IN INTERIOR PARTITIONS TO 6' ABOVE FIN15HED GI-6. HT. IN OFFICES, TOILETS, LOUNGE 4 GONFERENGE. 3. MILLWORK BA51G MATERIALS A5 FOLLOWS: NET AREAS: REUSE, LOUN6E, TREATMENT FLOOR, PD/EXAMAW, NURSE STATION, LAB WORK AREA, AND PREP: THE U5E OF HARDWOOD PLYWOOD IN THE FABRICATION OF THE PROJECT MILLWORK 15 REQUIRED AT THESE LOCATIONS. THE U5E OF PARTICLE BOARD, HARDBOARD, AND 51MILAR WOOD PRODUCTS, IN NET AREA PROJECT MILLWORK 15 PROHIBITED. OTHER AREAS: DIET, 5W, AND BUSINESS OFFICE : THE 6ENERAL GONTRAGTOR HAS THE OPTION TO SUBSTITUTE HARDWOOD PLYWOOD FOR PARTICLE BOARD, HARDBOARD, AND SIMILAR WOOD PRODUCTS IN THE FABRICATION OF THE PROJECT MILLWORK. 4. OPERABLE TOPS, WHERE INDICATED, SHALL HAVE CONGEALED CABINET HIN6E5. 5. AGOU5TIGAL GEILIN6 TILE - "ACT" ACT I: ARMSTRON6 - CORTE6A REVEAL E06E #104 - 2'X2'Xl/6" LAY -IN TILES IN 15/I6' PRELUDE EXP05FD TEE AN6LED TE6ULAR SYSTEM 556 - WHITE. ACT II-- ARM5TRON6 - GLEAN ROOM MYLAR W/5QUARE E06E SUSPENSION SYSTEM - TILE #1115 M120 BORDER TILES 6. FIBER REINFORCED PLASTIC (FRO: PROVIDE WAINSCOT A5 INDICATED ON ANNOTATED FLOOR PLAN, DETAIL ELEVATIONS, t ROOM FIN15H SCHEDULE. BOTTOM OF PAIN.. TO START AT THE TOP OF THE RUBBER BASE. SEAL CONTINUOUSLY ALONG JOINT BETWEEN BASE AND PANELS. USE FRP AC(E:96ORIE5 A5 DIRECTED BY MANUFAGTURER FOR COMPLETE INSTALLATION. 1. FIN15H FOR ALL PAINTED WALLS: E66 5HELL 6„ KEYPAD: ALL KEYPADS SHALL BE KABA ILGO SIMPLEX MECHANICAL PUSH BUTTON LOOK, OR EQUAL. g. ACCESS PAW15 IN FRP FACED PARTITIONS ® ALL WALL M46 LAVATORIES TO BE FRP 16"W X 24"H. 55. 5GREW5 W/ PLAST. SNAP ON GOVER5 10. WINDOW TREATMENT A - PROVIDE WINDOW BLINDS IN ALL WINDOWS. B - LEVOLOR / MARK 13/8' METAL BLINDS. G - COLOR - 2614 SANDSTONE. II. SYSTEM OVERVIEW - THE CERAMIC CARPET #400 FLOORING, 5Y5TEM SHALL CONSIST OF THE STANDARD PRIMER, FIRST AND SECOND 13ROADGA5T, GROUT GOAT AND TOP GOAT. SUBMIT 6.G. APPROVED 5AMPLE-5 OF ALL GOMPONENT5 AND COLORS TO THE ARCHITECT FOR REVIEW. ALTERNATES 4EETIN6 EQUAL STANDARDS SHALL BE GON51DERED AT ARCHITECT'S OPTION. FINISH HARDWARE REQU I REMENTS: ALUMINUM ENTRANGE5: I. GYLINDM 20-001 ADAMS RITE GAM / U526D ALL OTHER HARDWARE BY ALUMINUM DOOR MANUFACTURER 4 5TANLEY POWER DOORS. METAL DOOR5 � METAL ERAME5 AND/OR WOOD DOOR5 $ METAL FRAMES: I. HINGES 1 1/2 PR, TA7114, 45 X 45, NRP / U526D, EACH DOOR 2. FLUSHBOLTS 555 12' EXTEN510N, TOP d BOT OF INACTIVE LEAF ® PAIR OF DOOR5 ONLY / U526D. 3. LOGK5ET5 LOGK SETS: ALL LOGK5ET5, LATGHSEi5 AND TRIM BY 5GHLA6E LOCK CO., CORBIN RL%NN, OR APPROVED EQUAL. KEYED A5 FOLLOWS: REFER TO 5GHEDUL.E- P50PO F62, GOMNERGIAL 6RADE LEVER HANDLES, CL3g004 (CORBIN RU55NW (5GHLAeE 5-SERIES) / U526D. ALL INTERIOR KEYED LOGKSET5 TO HAVE ENTRANGE/OFFIGE FUNCTION U.N.O. PA55AQE LATCH SETS: BY 50RA6E LOCK CO., CORBIN RI55WIN, OR EQUAL. REFER TO 50EDULE: - LEVER HANDLES, 0105, (SCHLAGE 5-5MIE5) / 1,1526D KEYPAD: KABA ILCO SIMPLEX LP-1000 OR EGUAL PRIVACY 565: BY 5CHLA6E LOCK GO., CORBIN RU55WIN, OR EQUAL. REFER TO SCHEDULE - LEVER HANDLES, D40PD FT6, U526D. PUSH / FULL LATCH: BY 5GHLA6E LOCK CO., CORBIN RU551AIN, OR EQUAL. REFER TO 5GHEDULE - STANDARD PROFILE, ABH 6000, U5260 4. CLOSERS BY NORTON, 6LYNN-JORWN, CORBIN RU55WIN, OR APPROVED EQUAL 5. ARMOR PLATES WHERE : 36' H X 2' LESS DOOR WIDTH, D50AW20 6. STOPS, WALL L6320 BLHPER5 AND O.H. CONTROLS 1. THRESHOLDS 425 X LENGTH AS REQUIRED, ALUMINUM 8. WEATHER-STRIP I60 VA X WIDTH 4 LEN6TH OF OPENING g. DOOR BOTTOMS 5WEEP STRIPS: 200 NA X LENGTH AS REQUIRED, U526D 10. 51LENGER5 608, RIBBER II. ASTRA6AL 315 GR X HEI6HT OF DOOR, PAINTED 12. OVERHEAD 5GHLN6- , 6LYNN-JOHN5ON OR EQUAL, U5260 DOOR STOP 13. RECEPTION MA6 SECURITY LOCK 6146 WINDOW LOCK 14. PANIC VON DUPRIN OR ADAMS RITE OR APPROVED EQUAL. HARDWARE NOTE: APPLY A POLYURETHANE BEAD AT THE BOTTOM OF ALL DOOR FRAMES - COLOR TO MATCH DOOR FRAM FINISH COLOR NOTE: CONFIRM HARDWARE SGHEDULE WITH oW wR. ONE (I) KEY SHALL OPEN EVERY DOOR IN THE FACILITY EXCEPT THE FAGILITY ADMINISTRATORS OFFICE (FAG ADMIN). THE FACILITY ADMIN15TRATOR SHALL HAVE A SEPARATE KEY FOR THEIR OFFICE. NOTE: ALL AGCE55 GONTROLED DOORS 5HALL BE FAIL SAFE WHERE THE SYSTEM UNLOCKS AT A L055 OF POWER ACTIVATION OF THE FIRE ALARM, SPRINKLER, OR OTHER FIRE DETECTION DEVICE. POWER A5515TED AGGE5515LE DOOR OPERATION NOTES: PROVIDE MODEL: STANLEY MA616-FORGE THE FOLLOWING SWIN61N6 DOOR OPERATOR AND CONTROLS WITH VISUAL APPLICATION d LOW ENERGY REQUIREMENTS. THE SYSTEM CONSISTS OF ELEGTRO-MECHANICAL SWIN61N6 DOOR OPERATOR AND ELECTRICAL CONTROLS, ALUMINUM HEADER, CONNEGTIN6 HARDWARE, AGTUATIN6 GONTROL5, GUIDE RAILS AND OWOFFA40LD CONTROLS. ALL COMPONENT% SHALL BE FACTORY A55E BLED, ADJUSTED AND TESTED. THE OPERATOR SHALL OPEN THE DOOR WITH A Wb HP, DC MOTOR/HI6H TORGIVE REDUCTION 6EAR SYSTEM, GUT SPIRAL BEVELED GEAR SET NELDED TO A TOOTHED DRIVE %HAFT AND LINKAGE. THE DRIVE 5Y5TEM SHALL HAVE POSITIVE, CONSTANT E%A6)=T1 . A GAM 4 ROLLER MECHANISM SHALL PROVIDE FOR A NON -BACK -LASH P051TIVE OPEN 4 GL05E PONTIONIN6. THE OPERATOR SHALL STOP THE DOOR IN THE OPEN P051TION BY ELEGTRIGALLY REDUCING THE MOTOR VOLTAGE AND STALLING A6AIN5T A FIELD ADJUSTABLE 80 TO 135 DEGREE P051TIVE STOP. THE MICROPROCESSOR CONTROLS SHALL BE FIELD ADJUSTABLE TO COMPLY WV AN51 AI56.Ig LOW ENERGY CODE REQUIREMENTS. FIELD ADJU5TMI3T5 FOR DOOR-OPENIN6 SPEED, DOOR -OPENING FORGE, DOOR GL051N6 SPEED, DOOR-GLO51N6 FORGE SHALL BE PROVIDED WITHOUT ADDING ADDITIONAL GOMPONENT5. THE OPERATOR SHALL HAVE THE ABILITY TO GONVERT FROM R16HT HAND TO LEFT WAND OPERATION WITH 51MPLE FIELD MODIFICATIONS. THE OPERATOR SHALL BE OB16NED TO ACCOMMODATE R16HT HAND, LEFT HAND, IN-5WIN6, OUT-5WIN6, VISIBLE, CONGEALED, LOW EWR6Y AND FULL ENER6Y APPLIGATION5 WITH MINIMAL FIELD MODIFICATIONS AND PARTS. THE OPERATOR SHALL CL05E THE DOOR 13Y SPRING ENERGY, THUS U51N5 THE MOTOR A5 A BRAKE TO AIDE THE GL051N6 SPEED. THE GL051N6 5PRI% SHALL BE A HELICAL GOMPRE55ION SPRING, ADJUSTABLE FOR P051TIVE GL051N6 ACTION AT A LOW MATERIAL 5TRE55 LEVEL FOR LONG 5PRIN6 LIFE. THE HELICAL COWRE55ION SPRING SHALL BE EA51LY ADJUSTABLE TO ACCOMMODATE A WIDE RANGE OF GONDITION5. ALSO A RHEO5TAT MODULE ALLOWS FOR EASY INDEPENDENT FIELD ADJUSTMENT OF GL051N6 AND LATGHIN6 SPEEDS U51N6 THE MOTOR AS A BRAKE. THE OPERATOR SHALL PROVIDE A NON -HANDED, EA51LY ADJUSTABLE, OPEN STOP TO PERMIT ADJU5TABLE OPENING AN6LE5 FROM 80' TO 1350 OF CONSTANT CYCLE UTILIZING GAM d ROLLER THE OPERATOR SHALL DELIVER AN EVEN, G04515TENT OPEN FORGE FROM A FULLY CLOSED P051TION TO A BILLY OPENED POSITION. FURTHERMORE THE OPERATOR PROVIDES FOR BILLY GL05FD AND FULLY OPENED POSITIONS. AUXILIARY SWITCH PERMITS MONITORING THHE DOOR P051TIONIN6. THE OPERATOR MAY FUNCTION A5 A MANUAL DOOR GL05ER IN THE DIRECTION OF 5WIN6 WITH OR WITHOUT POWER. A GAM AND ROLLER MEGHANI5M 5HALL ALLOW THE OPERATOR TO DELIVER AN EVEN, GON515TENT OPEN FORGE AGRO55 THE ENTIRE TRAN51TION FROM DOOR FULLY CLOSED TO DOOR FULLY OPEN. EWR6E14GY RB_EASE: FOR GENTER PIVOT DOOR(5) - NORMAL IN 5WIN6, THE OPERATOR SHALL HAVE A BUILT-IN EMER6ENICY RELEASE WITH CONTROLLED 5PRN6 RETURN TO THE CL05ED P051TION WITHOUT MANUAL RE5ETTINI6. WHILE THE DOOR 15 IN THE EMER6ENGY RELEASE MODE, A 015GONNECT SWITCH SHALL PREVENT POWERED OPERATION. NO HEADER OR JAMB MOUNTED STOPS OR GAMS 5HALL BE REQUIRED FOR EMR6ENGY FUNCTION. NOT MORE THAN 50 POUNDS AT THE LOCK STILE 5HALL BE REQUIRED FOR EMR6ENIGY USE REF. T-1 FOR CURRENT CODE APPLICATION. COMPONENTS INGLUDE THE FOLLOWING: ALUM. HEADER EXTRUSIONS - 0.156' WALL THICKNESS, ALUM. EXTRL61ON FINISH: STANDARD ANODIZED FIN15H TO MATCH STOREFRONT FRAMING. HEADER GA5E SHALL BE 5)�' WIDE BY 6' H16H ALUMINUM EXTRUSION. EXTRU510145 WITH 5TRUGTURAL.LY INTE6RATED END GAPS - THE OPERATOR SHALL BE SEALED A6AIN5T DUST, DIRT, AND CORRO51ON WITHIN THE HEADER CASE. LINKAGE ASSEMBLY 5HALL PROVIDE P051TIVE CONTROL OF DOOR THROUGH ENTIRE 5WIN6 A5 WELL A5 PERMIT THE USE OF BUTT HUNG, CENTER PIVOT AND OFFSET PIVOT -HUNG DOORS. DOOR ARM A55EMBLY SHALL CONSIST OF FORGED STEEL ARM WHIGH FASTENS INTO WEB OF TOP RAIL. REQUIREMENT5. ELEGTRIGAL CONTROL%- P051TION DATA: OPEN CHECK CALCULATIONS, MA616 TOUGH AND REVER5E-0N-OB5TRUGTION5. 110 VOLT,10 AMPS. STANLEf ACCE55 TEGHNOLCOE5 TEL 1-800-122-23TI GENERAL NOTE: 6G TO CONFIRM THAT ALL 5MOKE RATED PENETRATION5 ARE PROPERLY FIRE CAULKED. PRIOR TO ARCHITEGT AND/OR E146INEERS PUNCH INSPECTION, REMOVE GEILIN6 TILES (MINIMUM OF 24") AT ALL SMOKE RATED PARTITIONS AND DUCT DETECTORS TO ALLOW CLEAR V151BILITY FROM FIN15HED FLOOR BELOW. AGGENT WALL PAINT KEY WALL PAINT DE516NATION p ACCENf PAINT LOCATIONS u FRP TO 44" AFF (UNLESS NOTED OTHHERWI50 ALL OTHER WALLS TO RECEIVE FIELD PAINT. REFLECTED CEILING PLAN LEGEND NEW 2-0' X 2'-0" GEILIN6 6RID. REIN TO FINISH SCHEDULE FOR GEILIN6 TYPES. A6OU5TICAL GEILIN6 TILE T HT. HE16HT ABOVE FIN15HED FLOOR SHALL BE &-6' UNLESS OTHERW15E NOTED. Z. AIR RETURN ® AIR SUPPLY AGRYLIG LEN5 TROFFER, 2' X 4' ® ACRYLIC LEN5 TROFFER, 2' X 4' W/ BATTERY BACK UP. ® 2' X 4' PARABOLIG LIGHT FIXTURE W/ BATTERY BACK UP. 2' X 4' PARABOLIG L16HT FIXTURE PENDANT FIXTURE O RECESSED DOWN L16HT 10 REGE55M DIRECTIONAL L16HT FLUORESCENT STRIP, 4'L m DIRECTIONAL EXIT 516N 3 AGGE55 LADDER 8 DROP HEADER C RAPH I G KEY PLAN: ❑1 NOT USED DAVTIA LOGO 2 (ALUMINUM LAMINATE ON 1/4" AGRYLIG) ❑M155ION AND GORE VALUES 3 (SENTRA BOARD) ®RE50WLE WALL (WALL GOVERIN6 W/2 AGRYLIG SHELVES) ❑DAVITA L060 5 (VINYL LETTERS) ©WALL OF FAME (VINYL LETTERIN6 AND GORK BOARD) ®RE50LRGE WALL (WALL GOVERIN6 W/2 ACRYLIC 5I-ELVE5) ElDAVITA LOCO (VINYL LETTERS) ©WALL OF FAME (VINYL LETTERING AND CORK BOARD) HORIZONTAL SCENIC GRAPHIG VERTICAL 5GENIG GRAPHIC 51 ®THE DAVITA WAY (GANVA5 5'X3') ❑"QUALITY TO LIFE" QUOTE 9 (VINYL LETTERING) ® "QUALITY TO LIFE" MURAL FQ-l`Pl QUALITY INDIGATOR PREFORMAGE - ME55A61N6 OR GUOTE5 NOTE: 6RAPHIG5 PROVIDED BY DAVITA AND IN5TALLED BY 6G. VERIFY LOCATION OF ALL 6RAPHIG5 WITH DAVITA PROJEGT MANAGER PRIOR TO INSTALLATION I R fL.EGTED GEILIN6 PLAN 115H PLAN ■ I%V CC (n Y C L O 4- � �+j m -a c z 0 O O U O) �-+ C O rj fY H w Lim U ` U o o c x o O m G L C L. 4� m o c e 4 o •4 m U "O -0 U C ili U Q M U c) L— « Q Q � � H Q cc 0 = o 0 ww w O r- 0 I` M MW I N CCW D Z Q m m X U m m In 0 J Z Q O N x - Q N m Q lai z 0 Q CU 0 J W T— ♦U) vJ .J U) J _! Vt. T Ln co U o CO z J LL � J — > z I J _ Q W 0- N DRAWN BY: LJ/CH DATE: 03/12/13 PROJECT NO.1230 REVISIONS REV. R EV. R EV. Sheet No. A-5 E PLA5TIG PLASTIC LAMINATE ON LAMINATE ON ALL EXP05ED ALL EXP05ED 5URFAGE5 SURFACES CONTINUOUS CONTINUOUS 3, t or r r,.=.------,U �i 9 � 4 r- I u •r• r � r- .- E 1 i � r1 I11 I 0 = • © = 1 • 'T --I-- I 7.4 f II PL-I 7. A-6 35 LL - F -1 7.2 (Y I Lu II \z Li - I vi L_J 2'-1" 4'-0" L 4'-0" II GRARRTS -69ARfi5- I.I PLAN - P.D.- H.D.D. - BUS. OFFICE 1w -I'-0' EA PLAM GABINET5 (PL-4) PLAM GOUNTERTOP (PL-U AND 4" BAGK5PLA54 H / GONT. CLEAR 5EALANT BEAD o HALL PLAM CABINETS (PL-4) LAMINATE ON ALL EXP05ED SURFACES CLEAR SEALANT (TYP) PLASTIC I'-2" MIN. LAMINATE ON C id 3/4" GOUNTERTOP W/ 4" APPLIED BAGK5PLA5H PLASTIC LAMINATE o ALL EXP05ED SURFACES AND u� DRPd^ER5 LAM RUBBER 2'-0° BASE FILE DRONER 3 CABINET SECTION 10 A-7 4'-0" 4'-0" ADJ. 51 -\--t--;,4 LVES\ (0151 ELVES" FILE FILE FILE FILE _ FILE FILE FILE FILE FILE 21-0" 2'-0" 1 2'-O" 2'-0" P-LAM BRACKET (PL-4) GONT. SEALANT TOP OF BAGK5PLA5H PL-1 GA13INET (PL-4) EVATION - P.D.- H.D.D. - BUS. . 14-08 'ATORY SEE PLUMBING b-1 PLAN - BIOMM 8.2 ELEVATION - $IOMED R.O. EQUIPMENT LAYOUT - / I TO BE PROVIDED BY / I TENANT. (` NOTE: I VERIFY LOCATION OF ALL PLUMBING AND ELECTRICAL RUNS, DEVICES, CONNECTIONS, ETC. AND -1� I EQUIPMENT WITH TENANT, PRIOR TO INSTALLATION. ALL n PROVIDE HIGH j EQUIPMENT TO BE PROVIDED AND INSTALLED BY IMPACT PLASTIC TENANT. EQUIPMENT PA05 FOR EACH WATER HEATER. 11.2 A-6 L-------�---� I LI PLAN - R.O. ROOM A-6 V4• ' 1'-0' PLAM GA13INET (PL-4) VERTICAL CHASE (PL-4) OPERABLE TOP (PL-4)PLAM TOP SUPPLY BOX REGEPTA611 SEE ELEG HORIZONTAL CHASE (PL-4) RUBBER BASE - ADJUSTABLE PLASTIC LAMINATE id SHELF. GONT. CLEAR SILICONE SEALANT (TYP) INTEGRAL PLASTIC 1'-2" MIN. 21 d LAMINATE 4' HIGH G D BAGK5PLA5H '-0" PLASTIC LAMINATE ON 3/40 COUNTER TOP SINK -SEE SCHEDULE w P-LAM BRACKET BASE GAB. BEYOND RUBBER BASE 4 CABINET SECTION A-6 3✓4' ■ Ib' SIM. GONT. SEALANT 2 TOP OF A-6 5AGK5PLA5H� / PLASTIC LAMINATE ON ALL EXP05ED 5URFAGE5 N GONTIRM CLEAR SEALANT (TYP) PLASTIC LAMINATE ON 3/4' GOUNTERTOP NV 4' INTEGRAL BAGK5PLA5H PLASTIC LAMINATE o ALL EXP05ED 5URFACE5 AND DRAWERS RUBBER BASE P. LAM SEE ELEVATION 1.4/A-6 TOP (PL-I) 5 CABINET SECTION SEE ELEVATION 1.3/A-6 GONT. SEALANT TOP OF BAGK5PLA5H TOILET AGGE55ORY 5GHEDULE 5YM130L BOBRICK NO DESGRIPTION I B-165 18" WIVE X 36" H16H MIRROR W/ BRUSHED 5TAINLE55 STEEL FRAME. 2 5-2b20 RECTANGULAR 5URFAGE-MOUNTED KEYLE55 PAPER TOWEL D15PEN5ER, SATIN STAINLE55 STEEL FINISH. BOBRIGK, KIMBERLY CLARK, 6EOR61A PACIFIC OR EQUAL 3 --- REF. PLUMBING 4 8-680b 1-�" VIA. SATIN FIN15H STAINLESS STEEL GRAB BAR WITH SNAP FLANGE COVER, 42' MIN. LENGTH 5 B-6806 1-�" VIA. SATIN FINISH STAINLESS STEEL GRAB BAR WITH SNAP FLANGE COVER, 36" MIN. LENGTH. 6 -- LARGE ROLL TOILET PAPER DISPENSER. 5AN JAMAR, KIMBERLY CLERK, GEOR6IA PACIFIC OR EQUAL. 1 --- FLOOR MOUNTED WATER GL05ET W/ FLU5H LEVER ON OPEN 51DE 8 -- 4' RUBBER BASE q B-6806 I-j" DIA. SATIN FIN15H 5TAINLE55 STEEL GRAB BAR WITH SNAP FLANGE COVER, 18' MIN. LENGTH. NOTE: SEE T-I FOR ADA FIXTURE PLACEMENT I GLEARANGE5. GRAB BARS SHALL SUPPORT MIN 250# APPLIED LOAD. ALL ACCESSORIES SUCH AS SOAP DISPENSERS, PAPER TOWEL DISPENSERS, GOIN SLOTS, ETC. SHALL 13E MOUNTED 48' AFF MAX. TO THE ACTION POINT. la 12 DEEP SUPPLY CABINET (PL-I) INSET IN WALL (TEAMMATE TOILETS ONLY) 4 8 U �I u u 6.1 PLAN - PATIENT TOILET 6.2 ELEVATION - PATIENT TOILET SEE T-I FOR ADA FIXTURE 12"x24'x36" PLACEMENT I CLEARANCES. SUPPLY GABINET (PL-4) INSET IN 2'-O" 2 WALL (TEAMMA TOILETS ONLY) Q � 3 A--T 3'-O" 3'-O° SOLID SURFACE (55-0 GOUNTERTOP W/ PLAM (PL-4) / �° / INTEGRAL BAGK5PLA5H 51M. CA 3INET5 AND GONT. CLEAR P. LAM PTD / \ �/ `� SEALANT BEAD o WALL o TOP (PL-I) FRP - -LAM (PL-4) BRACKET m FILE KNEE _ Ln `t FILE SPACE FILE N m RUBBER I'-6" 3'-0" 1140" P. BASE GA13INET (PL-4) 1.3 ATION - P.D.- H.D.D. - BUS. OFFICE 14 ELEVA A-b V4' ■ I%V H4' ■ 1'-0' P-LAM o " TTOM OF LID 4 2 3 PLL-3) GONTINUOUE UNDER GABINEI LIGHTING K 2-3/8• MILLHM VALENCE (PL-2)OPEN W ADJUSTABU SHELVE' EM82GENGY EYE WA51 (BOWL TYPE P-LAM (PL-2l' BRACKET �i 7 l�ll0O�001� PLAM (PL-2) UPPER CABINETS W/KEYED LOCKS 50LID SURFACE (55-1) GOUNTERTOP W/4" BAGK5PLA5H W/ GONT. CLEAR SEALANT BEAD o WALL PLAM (PL-2) CABINETS REFRIGERATOR NIG OFFICE V- _ �c FILE - Q FILE I ILE i m LAVA 1 .- B TENANT NOTE: PROVIDE LOCKS ON ALL CABINET DOORS AND DRAWER5 AT MED. PREP. 1.4 ELEVATION - P.D.- H.D.D. - B A-b /V4• ■ P-W 25' DEEP P-LAM - y v- - - - - -N v__ - - - (PL-2) DIVIDER 15' DEEP WALL P-LAM - r - 9ELVE5 (PL-2) 50LID 5URFAGE (%-U COUNTERTOP Q - W/ INTEGRAL 4' BAGKSPLASH. GONE CLEAR 5EALANT� BEAD oWALL-� 8.3 ELEVATION - BIOMED 431PLAN - P.D.-H.H.D. LABWORK 4.2 ELEVATION - P.D.-H.H.D. LABYVORIG lo.l PLAN - PRIV. TRMENT. A-6 V4' ■ i''0' A-6 V4• = It0' A-b V4• ■ 1'-0' A-b V4• ■ IW - 51M. 7. NOTE: GOORD. VALENCE FOR UNDER CABINET ■ 6LA55 2 3 L16HT5 AT UPPER CABINETS. PLAM GABINET5 DIVIDER A-7 A-7 (PL-4) 5OLI12 5URFAGE (55-1) N ■ 11 ■ ry COUNTERTOP IN 3-03-0 3 -0 3 SASE SEE BASE SEE PL-4 INTEGRAL 4° PROVIDE WOOD BLOGKING FOR ALL GRAB BARS. Q 5EE T-1 FOR ADA FIXTURE PLACEMENT I CLEARANCES. PROVIDE WOOD q BLOGKING FOR ALL GRAB BARS. 52" HIGH J WAINSCOT C- - - v- 6.3 ELEVATION -PATIENT TOILET A-b V4' ' I'-& • -' � � :ram �' - 6' R TYP LAV. (REF PLUMBING) 2'-0" 1'-6" L `BASE 2" 10.2 ELEVATION - PRIV. TRMENT. A-6 v4• ■ I w SGHED. SHHED. BACKSPLASH. GONT= / \ \ / \ _ PLA5TIG LAMINATE (PL-4) CLEAR SEALANT BEAD - - - SOLID SURFACE (55-U FLIP -UP TOP W/PL-3 ON TERMINATE �� �� TERMINATE ®>� COUNTERTOP W/ INTEGRAL EXPOSED INSIDE FACE. CORNER GUARD CORNER n BASE TO BA5E TO LOCKABLE PLAM (PL- 4) - 4 BAGK5PLA5H. GONT, WATER BOX PROVIDED AND GUARD 12.3 '4-6 i DRAV�RS -� FRP -' CLEAR EAR �NT BEAD o STALLED BY G.G. SEE PLUM. RIGID SHEET INTEGRAL SOLID SURFACE SINK - DIRTY SINK, PLASTIC LAMINATE _ VINYL END - 12.2 (GREAM) 5EE PLUMB. s� _ _ / j` - `� SEE PLUMB. (PL-4) CASEWORK FACE WALL 5�r1 " i`'�'► RUBBER BASE KNEE RUBBER BASE PROTEGTOR 12 -0 SPACE F LE i � N BOTTOM OF ` ,4r CABINETS TO HAVE 6' OPENING I PAINT EXPOSED PIPE TO GORNERGUARD i- - i - - - FRONT AND BE PROVIDED WITH FULL I'-4" 1'-5" 5'-0" I'-3"El-_3" I'-3" 2'-6" MATCH SURROUNDING 2'-b° o FIN. FLOOR. REDUCER. III���III EXT. PULL OUT DRONER FRONT TO o L__j J REDUCER STRIP AGGE55 TRASH I IN CONTAINERS. STRIP 12.1 PLAN - HOME TRAINING 12.2 ELEVATION - HOME TRAINING 12.3 ELEVATION - HOME TRAINING 11.2 DETAIL - TRENCH DRAIN AGGE55ORY 5GHEDULE SYMBOL: DESCRIPTION: PM RECTANGULAR 5URFAGE MOUNTED KEYLE55 PAPER TOWEL DISPENSER BOBRIGK B-2620 AT FULL HEIGHT WALLS. BOBRICK 5-2621 AT HALF HEIGHT WALLS. SATIN STAINLESS STEEL FINISH. LOCATE AT ALL GLEAN 51NK5. MANUFACTURERS: BOBRIGK, GEOR6IA PACIFIC, KIMBERLY CLARK, OR APPROVED EQUAL. ORIENTATION TO BE COORDINATED WTENANT ADDITIONAL LOCATIONS TO BE COORDINATED W/TENANT 4" MAX. - - - - - - - - - - - - - - 20'MIN CLEAR FROM 18' X 36' PLAM FINISHED GEILIN6 HEIGHT. - - - - - - - - - - I (PL-I) SHELF AREA MUST BE KEPT CLEAR 1-2" 13.3 MOUNTED ON PLAM OF ALL OBJECTS PER VERT. BRACKETS (PL-I) SPRINKLER SYSTEM CLEAR AT 3'-0' AFF. CLEARANCE CODES. EACH A-6 TWO ADJUSTABLE 160 DEEP, P-LAM (PL-I) > SHELVES NV REINFORCED FRONTS NV 3b' LONG Q METAL BRACKETS AT 28.O.G. HORZ. SPACED AND 5ECURED AT 8' O.G. VERTICALLY TO STUDS �P OR IN -WALL BLOGKING RUBBER BASE I I -8 _4 7RUBBER BASE 13.1 PLAN -CHARTS 13.2 ATION- CHARTS 13.3 ELEVATION- CHARTS TYPICAL GABINET HARDNARE 5GHEDULE DRAWER SLIDES: FULL EXTENSION SLIDE5,100 LB5 RATED, CLEAR ZING FIN15H - AGGURIVE NO. 3832, 20" LONG, TYP. o ALL BOX DRAWERS, SIMILAR o ALL OTHER DRANER5. HINGE5: 6RAS5 SNAP -ON 3000 5ERIE5,1100 SWING, CONGEALED HINGES, OPERABLE, SELF-GL051NG, 6RA55' STANDARD FINISH. DOOR/DRAWER PULLS: 4• GENTER TO CENTER WIRE PULLS, BRUSH CHROME FINISH. ADJUSTABLE SHELF SUPPORTS: METAL PEGS NI/FLAT EXTEN51ON FITTED INTO PRE -DRILLED HOLES INTO CABINET SIDES. KV NO.345, PE65 TO BE 5 MM IN DIAMETER. DOOR/DRAWER LO( KS: SHELBY NO. GAMLPG, 4'X 1 A GAM LOCK, o REQUIRED GA51NET DOORS AND DRAWER FRONTS. 51MILAR LOCKS BY HAFELE ACCEPTABLE. LID STAYS: STAY W/ BALL CATCH FOR LIGHT WEIGHT DOOR - 5%ATSUNE 5-23L FLAP STAYS / LID STAY W/ LOCK LEFT GONTRAGTOR NOTES: 1) G.G. APPROVED MILLWORK SHOP DRAWINGS MUST BE SUBMITTED TO ARCHITECT PRIOR TO MANUFAGTURI%, FOR DESIGN CONFORMANCE AND REVIEW. 2) PROVIDE UNDER-GOUNTER LIG4T5 I VALENCES AT LAB WORK I TRAINING AREAS. REF. MILLWORK ELEVATIONS. COORDINATE NI/ TENANT/OWNER PRIOR TO INSTALLATION. 3) PROVIDE KEYED LOCKS AT ALL CABINETS IN MED. PREP. COORDINATE FINAL LOCK LOCATIONS WITH TENANT/OWNER. 4) RADIUS GOUNTERTOP CORNERS FOR ALL MILLWORK TYP 2". 5) CORNER GUARDS AT ALL CORNERS. 6) BOTTOM OF CORNER GUARDS TO ALIGN W/TOP OF BASE (EXCEPT IN WATER RM). 1) PROVIDE 18"x24' AGGE55 PANELS (FINISH TO MATCH WALL FINISH) W/STAINLE55 STEEL 5GRENI5 I PLASTIC SNAP GAP- WHITE o ALL KNEE WALL LAVATORIES. ALTERNATE: PROVIDE A PRE -GUT TRUE13RO LAV SHIELD AT ALL LAVATORIES. 6) PROVIDE 2 GROMMETS W/ GONERS IN COUNTERTOP AT ALL KNEE SPACES. GOORD. LOCATION I NUMBER W/ DAVITA PM PRIOR TO INSTALLATION. q) ALL WALL CABINETS SHALL HAVE A MIN 14" CLEAR INTERIOR DEPTH. 10) 6RAIN ORIENTATION AT MILLWORK SHALL BE: HORIZONTAL AT ALL DRANER5 AND VERTICAL AT DOORS AND CABINET FRONTS. II) SEAL ALL MILLWORK VERTIGAL5, GOUNTERTOP5, AND BACK SPLASHES TO ADJACENT SURFACES (TYP). 12) PAINT ALL SANITARY LINES EXP05ED UNDER MILLWORK TO MATCH 5URROUNDIN6 SURFACE. ca co ,c C L 4- 0 3 •ri +J L ' I a� -o r_ c > c co z 0 O U + c� c m c +j H ca :3 cr U L w a) 0 o c x C c- a f- �G L C L C E 0 s fed - c re d n a'r€ sk aa eoi: r K- of lrxm _ 4 l 5 ­wIff.0y dmnflfl�ld U C cl) co U cco Qa z J 0 cr O O N N = O w co O O W r C3' N O O Z Q cM M U F--i F- c) m ^X, W 0 -1 Q O CO to 1_4 J : N m Q LL Z O Q V O J W T LO U U) z_J� o ��-/� VJ 0 Q ~ Z J > Q Q W J W a:N Z w N u0F. owi. DRAWN BY: LJ/CH DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. REV. R EV. Sheet No. A-6 Ln N Z 0 Q N [TE W -A 1.2 P-LAM ) TOP --I-- I I - _ 14'-10" PL-I I FA COPIER I / _ FILE - FILE KNEE it J SPACE Ell i FAX/ I I FILE FILE FILE FILE K i i i r+ I COPIER I 0 I N I k I 9 I N I k i II I -b I -b I -b I -b I -b I -6 5 -10 RllB3ER J I Mon I I I I ASE BASE 1.1 PLAN - BUSINESS OFFICE A= i V4• - P-0" VERIFY GA13INET 51ZE W/ OWNER PRIOR TO ORDERING MILLWORK MIN. CLEAR DIM. 24'W X Ib'H W/ Iq"D SHELF W/ RADIUSED OORNER5 , PLAM (PL-4) -� CABINET'S PL-I PLAM (PL-1) COUNTERTOP AND 4' BAGK5PLA5H W/ - �- - CONT. CLEAR SEALANT �Q N A-7 .2 I p BEAD ®WALL SINK (REF. �- PLUMBING) PLAM (PL-4) II CABINETS p I (V I P LAM RECEPTION WINDOW --I-- 2'-b' 2'-b" 2'-b" W/TEMPERED 6LA_% FL X GABINET moo; (PL-4) , l 1.3 A-1rL_ )NT. SEALANT TOP OF BAGK5PLA5H 12 ELEVATION - BUSINESS OFFICE 11-0' T (PL-4) P. LAM I CABINET A-6 (PL-4) 31 31 21 `II TOP �_ MA VWA OWN FRAMELE55 CLEAR 6LA% 'SLIDING PANEL. FRAMELE55 FIXED CLEAR 6LA% PANEL. PLASTIC LAMINATE ON ALL EXPOSED 5URFAGE5 50LIP SURFACE (55-2) RADIUS TRAN5AGTION GOUNTERTOP. CONTINUOUS CLEAR SEE DETAIL 13 TH15 SHEET. SEALANT(TYP)� 1/4' REVEAL PLAM (PL-4) VENEER ALL EXP05FD SIDES OVER 3/8' MOF PANEL WIL5ON-ART 50LID �N •,; iv SURFACE COUNTERTOP FILE KNEE - u,',I ��o ��,�4, DIRECT FILE SPACE FILE N " 6LUE TO GYPSUM BOARD. VENEER ED6E5 PERIMETER4' INTEGRAL EQ 4 E1/4" EQ VERTIGALLY6RAIN TO BE ORIENTED BAGK5PLA5H 2'-III 11 �C/ b" 3'-b' L I'-b' P. LAM GABINET (PL-4) 1.3 ELEVATION - BUSINESS OFFICE 1.4 ELEVATION - BUSINESS OFFICE A= I V4• = I =0' /4 7 V4• = I'-0' 0 ' PLAM (PL-2) 3 2 4 UPPER CABINETS A-7 A-7YA-3-1. PL-2W/KEYED LOGK5CONTINUOUS56-1 SOLID SURFACE 3 ' UNDER CABINET LIGHTING W/ (55-1) COUNTERTOP -3/6" MILLWORK W/4" BAGK5PLA5H VALENCE 6.2 , BEAD o6 / \ N o -OPEN W WALL o ADJUSTABLE -j PLAM (PL-2) I NL_`� �v 5HELVE5 (PL-2) GABINET5 __-- R=FR16ERATOR fly 3' II -3'-0 2'-3" NIG m I� _ / \� OPENF_ n m III I6ERATOR R RUBBER ILE FILE P-LAM P-2 — BASE 2 I NIG ---- A-6 RIBBER BASE "" ' 2'-3" . I' -bit I' -all `I Ll 21 I 21 /_II 1 5.1 PLAN - LOUNGE 5.2 ELEVATION - LOUNGE 6.1 PLAN - LAB HORK 62 ELEVATION -LAB WORK Al V4" = I'-0' A 1 VW = IW A 1 V4• = P-W lot 7 V4' = I'-0• NOTE: COORDINATE EXACT POWER SUPPLY AND CONTROL PANEL GONNEGTION5 W/ 'ENANT PRIOR TO GON5TRUGTION ACRYLIC LAVATORY PLAM (PL-4) GAP 1'-6" X I'-b" PLAM ACRYLIC, SPLASH FLOOR SCALE � JAR 51 IELF P_-2)14 6UAR2 CONTROLS MOUNTED ON PLAM A-� FRP WALL W/ P. SOLID SURFACE (55-I) BRACKETS (PL-2) LAMS) CAP COUNTERTOP WITH SINK `, AT 2'-10" AFF. P-LAM. (2) FN'wop- E7P-LAMREGE55ED FLOOR a. A--1 5GALE (PROVI PTOBRAGKEi -2) BY DAVITA) FRP o KNEE RUBBER `�' � Q SPACE BASE `�' FILE kFI N MANUF 2'-0' MIN. I'-b' 1'-6" 4'-0" I'-b" 1'-b" I b' GLEAR P-LAM. P-LAM. (PI 7.3 SHELVING GABINET5 A-7 (PL-2) q.2 ELEYATI - PAT. PREP/NURSE STATION q0- ELE r41 V4" = P-0" A7 X r v A--1 10'-q" PL-2 PL-2 2.3 g II 21-0" LLE�\ -- i I'-b" ___�___�------------ I I I q.2 A-7 q.l PLAN - PAT. PREP. /NURSE STATION A- I V4' ■ P- W 1i uji A-7 ACRYLIC 5PLA5H GUARD FRP WALL W/ 13 11.2 3'-5" I' -I' 50LID SURFACE P. LAM (PL-4) A-7 PL-2� CAP 15 ACRYLIC SPLASH GUARD F A-7 ILI PLAN - NURSE STATION Al V4' ■ I'-0" A-7 55-I 12.2 2'-0" L---1---1—� r--------i----�--- //, 6'-3" 3' 0" PL-2 55-I 12.3 A-7 12.I PLAN - WED. PREP. A � JV4' = I'-O" (55-1) GOUNTERTOP P-LAM. P-LAM. P-LAM. A_7 EMERGENGY EYE WASH WITH 51 (PL-2) 5HELVIN6 (PL.-2) iBOWL TYPE) FRP WALL P. LAM (PL-4 COUNTERTOP (PL-2) COUNTERTOP II. A-7 P-LAM_- - O (CKET _ BRACKET II I II 000y ram®® • ■ II2 ELEVATION - NURSE STATION 14 ACRYLIC SPLASH GUARD A-7 15 P-LAM. A--1 REF.- BY �--2) \a TTAN T COUNTERTOP -LAM. i FILE F (PL--2) FILE F CABINET5 niw Q 3' Ou II /II iI " LAVATORY wDA✓SE� �-V NOTE: PROVIDE LOCKS ON ALL CABINET DOOR5 AND DRAWERS AT MED. PREP. 122 ATION - MED. PREP. A= V4' - I'-& � T � A-7 .2 PLASTIC LAMINATE w ALL EXPOS w 5URFAG GONTINUOU5 GLEE 5EALANT (TY WILSON-ART SOL W/ RA15ED PERIMETI E06E5 4 4' INTECER BAGKSPLA A-� PLASTIG LAMINATE �s • r �• ,r ,01. 1 ��• r ,� r� aft 2 GA�BINET SECTION 3 CABINET SECTION Al aV4" = I'-O' Al 5✓4' ■ 11-10" FRP WALL W/ P. LAM (PL-4) ACRYLIC P-LAM. GAP SPLASH 6UARD P-LAM. SOLID SURFACE EMERGENCY NOTE: EDGE DETAIL SHALL (PL-2) (PL-2) (55-1) GOUNTERTOP 15 E I„�,� { APPLY TO ALL E06E5 OF 5FIELVIN6 COUNTERTOP ITH SINK A-7 TYPE)ALL 50LID SURFACE �!• ■ r I T �� W11111111=�m1 rl.I PLAN - NURSE STATION 12 ATION - MEO PREP / M RSE STATION A- I V4• = I'-0• -1 V4' = I -W SOLID SURFACE GOUNTERTOPS EXCEPT GOUNTERTOP BAGK5PLA5H. PROFILE E06E - - - - PLASTIC LAMINATE 0 DETAIL - SOLID SURFACE 15 (55-1) COUNTERTOP A-7, FRP WALL W/ P WITH SINK WALL W1 LAM (PL-4) GAP P. LAM (PL-4) GAP PL-2 m 7 `r KNEE _ _ FRP - IT n' SPACE P-LAM (PL-2) VATORY FILE FILE BRACKET RUBBER BASE LAVATORY 4'-0" I'-b" I'-6" I'-b" RI18BEi2 q.4 LEVATION -PAT. PREP/NUR51 P-L . P-LAM. (PL-2) BASE p�1 V4" = 1=0' 5HELVIN6 GABINET5 (PL-2) I/2' GLEAR N - PAT. PREP/NURSE STATION ACRYLIC PANEL 50LID SURFACE (55-I) GOUNTERTOP WITH SINK m PLASTIC LAMINATE ON 3/4' COUNTERTOP P-LAM -� WV INTEGRAL BRACKET BAGK5PLA5H PLA5TIG LAMINATE ALL EXP05ED 11.3 ELEVATION - MRSE STATION II.4 ELEVATION - NURSE STATION 5URFAGE5, AND /4 1 1w = P-w A-'"V4' = I LW DRAWERS RUBBER BASE AGRYLIG SPLASH 14 FRP WALL W/ 6UARD A-7 P. LAM (PL-4) SOLID SURFACE P-LAM. P-LAM. DAP (%-I) GOUNTERTOP SHELVING (PL-2) WITH SINK (PL-2) CAUNTERTOP a - P-LAM (M--2) O `t BRACKET Q � - -_ I m FILE FI `14 3' " I'-6' P-LAM. (PL-2) �V GABINET5 12.3ELEVATION - MED. PREP. 1w = 1'-O' PLASTIC LAMINATE ON 3/4' GOUNTERTOP W/ INTEGRAL BAGK5PLA5H PLASTIC LAMINATE a ALL EXP05ED 5URFAGE5 AND 13 CABINET SECTION 14 CABINET SECTION PLA5TIG LAMINATE ® ALL EXP05ED 51JRFAC -5 ALUMINUM GLAZING GHANNEL WITH CLEAR 51LICONE AT JAMBS R=: ELEVATION CONTINUOUS I" PLASTID LAMINATE (PL-4) ON 3/4' 11 =KV PLYWOOD TOP P LAM EDGE BANDING FRP ON Q GYP. BD. SHEATHING (TYP.) 15 AIL - PLAM G P ,LAsrID AMINA Al �• = I'-O' 1 11-((lJn 114Ib DETAIL - RECEPTION COUNTER A V2' = 11-0' AGGE55ORY 5GHEDULE SYMBOL: DESCRIPTION: PTO REGTAN6ULAR SURFACE MOUNTED KEYLESS PAPER TOWEL DISPENSER BOBRIGK B-2620 AT FULL HEIGHT WALLS. BOBRIGK 5-2621 AT HALF HE16HT WALL5. SATIN 5TAINLE55 STEEL FINISH. LOCATE AT ALL GLEAN SINKS. MANUFACTURERS: BOBRIGK. 6EOR61A PACIFIC. KIMBERLY CLARK, OR APPROVED EQUAL. ORIENTATION TO BE COORDINATED W/7 NANT ADDITIONAL LOGATION5 TO BE COORDINATED W/fENANT 4 CABINET SECTION PLA LAMIt GONTRAGTOR NOTES: 1) G.G. APPROVED MILLWORK SHOP DRAWIN655 MUST BE SUBMITTED TO ARCHITECT PRIOR TO MANUFAGTURIN6, FOR DE516N CONFORMANCE AND REVIEW. 2) PROVIDE UNDER -COUNTER L16HT5 d VALENGE5 AT LAB WORK 4 TRAININ6 AREAS. REF. MILLWORK ELEVATIONS. COORDINATE W/ TENANT/OWNER PRIOR TO INSTALLATION. 3) PROVIDE KEYED LOGK5 AT ALL CABINETS IN MED. PREP. GOORDINATE FINAL LOCK LOGATION5 WITH TENANT/OWNER. 4) RADIUS COUNTERTOP CORNERS FOR ALL MILLWORK TYP 2'. 5) CORNER 60ARD5 AT ALL CORNERS. (b) BOTTOM OF CORNER 6UARD5 TO ALIGN W/TOP OF BASE VGEPT IN WATER RM). -1) PROVIDE IS'x24" ACCESS PANELS (FINISH TO MATCH WALL FINISH) W/5TAINLE55 STEEL 5GREW5 d PLASTIC SNAP GAP- WHITE ALL KNEE WALL LAVATORIES. ALTERNATE: PROVIDE A PRE -GUT TRUE13RO LAV SHIELD AT ALL LAVATORIES. S) PROVIDE 2 6ROMMET5 W/ GOVER5 IN COUNTERTOP AT ALL KNEE SPACES. GOORD. LOCATION d NUMBER W/ DAVITA PM PRIOR TO INSTALLATION. 4) ALL WALL GABINET5 SHALL HAVE A MIN 14" CLEAR INTERIOR DEPTH. 10) GRAIN ORIENTATION AT MILLWORK 5HALL BE: HORIZONTAL AT ALL DRAWERS AND VERTICAL AT DOORS AND CABINET FRONTS. II) 5EAL ALL MILLWORK VERTIGAL5, GOUNTERTOP5, AND BACK SPLASHES TO ADJACENT SURFACES (TYP). 12) PAINT ALL SANITARY LINES EXP05ED UNDER MILLWORK TO MATCH 5URROUNDIN6 SURFACE. TYP I GAL GABINET HARDHARE 5GHEDULE DRAWER 5LIDE5: FULL EXTENSION 5LIDE5,100 LB5 RATED, CLEAR ZING FIN154 - AGGURIDE NO.3632, 20' LON6, TYP. ALL BOX DRAWERS, SIMILAR ® ALL OTHER DRAWERS. HIN6E5. 6RA% SNAP -ON 3000 SERIES,110° SWING, CONGEALED HIN6B, OPERABLE, 5ELF-GL051N6, C-RA56 STANDARD FINISH. ��R PULLS: 4' CENTER TO CENTER WIRE PULLS, BRUSH CHROME FINISH. ADJUSTABLE SHELF SUPPORTS: METAL PE65 W/FLAT EXTENSION FITTED INTO PRE -DRILLED HOLES INTO GABINET SIDES. KV NO.345, PE65 TO BE 5 MM IN DIAMETER DOOR/DRAWER LOGK5: SHELBY NO. CAMLPG, Y4'x I y4' GAM LOGIC, ® REQUIRED CABINET DOORS AND DRAWER FRONTS. 51MILAR LOGK5 BY HAFELE ACCEPTABLE. LID STAYS: STAY W/ BALL CATCH FOR LIGHT WE1644T DOOR - 5U6AT5UNE 5-23L FLAP STAYS / LID STAY W/ LOCK LEFT C L >1 O O 4- H 3: a> a c z 0 `� Q O U +� c cn c ++ •14 co =3 U O 0 c x o 4 � o a> U H CIS: L C L +) m O c e 4V o •f'H C ri f] E a IC Frt [ } y` -- Y_S Y U U Q M L O Q CID a � cn z � J O O cc � N 1= O w oo O O W r 0 f` M m I [` Z) z Q � � /� 0 H 1-- f7 ce) x O Z (XX) o Q N m Q LL z O Q U O WLO " M U) U o J LL JQo� Q z > _ Q W J Lu = N Cc ^Z w N V-1 DRAWN BY: LJ/CH DATE: 03/12/13 PROJECT N0.1230 REVISIONS REV. REV. REV. Sheet No. A-7 GONTRAGTOR NOTES: 1) 6,C. APPROVED MILLWORK SHOP PRANIN65 MUST BE SUBMITTED TO ARCHITECT PRIOR TO MANUFACTURIN6, FOR OB16N CONFORMANCE AND REVIEW. 2) PROVIDE WIDER -COUNTER LIGHT5 I VALENCES AT LAB WORK al TRAINING AREAS. REF. MILLWORK R EVATION5. COORDINATE W/ TENANT/OWNER PRIOR TO INSTALLATION. 3) PROVIDE KEYED LOGK5 AT ALL CABINETS IN MED. PREP. COORDINATE FINAL LOCK LOCATIONS WITH TENANT/OWNER 4) RADIUS GOUNTERTOP G4RNER5 FOR ALL MILLWORK TYP 2". 5) CORNER 60ARD5 AT ALL CORNERS. 6) BOTTOM OF CORNER 6UARD5 TO AL16N W/TOP OF BASE (EXGEPT IN WATER RM). 1) PROVIDE I5'x24" AGGE% PANELS PN15H TO MATCH WALL FIN15W W/STAINLE55 STEEL 5GREW5 d PLASTIC SNAP GAP- WHITE ALL KNEE WALL LAVATORIES. ALTERNATE: PROVIDE A PRE -GUT TRIEBRO LAV SHIELD AT ALL LAVATORIES. 8) PROVIDE 2 6ROMMET5 W/ COVERS IN COUNTERTOP AT ALL KNEE SPACES. GOORD. LOCATION I NINBER WU DAVITA PM PRIOR TO INSTALLATION. q) ALL WALL CABINETS SHALL HAVE A MIN 14" CLEAR INTERIOR DEPTH. 10) 6RAIN ORIENTATION AT MILLWORK SHALL BE: HORIZONTAL AT ALL DRAWERS AND VERTICAL AT DOORS AND CABINET FRONTS. II) SEAL ALL MILLWORK VERTICALS, COUNTERTOPS, AND BACK SPLASHES TO ADJACENT SURFACES (TYP). 12) PAINT ALL SANITARY LINES EXPOSED UNDER MILLWORK TO MATCH 5URROUNDIN6 SURFACE. MOLD I MOISTURE RE515TANT 5V GYP. BD. OVER METAL STUDS ABOVE RATED MOISTURE RE515TANT 6YP. BD. A RATED WALLS. CONCENTRA' CONGENTRA B►GARB SEE ENLARGED WALL 5EGTION THI5 SHEET. In N Z V) D 0 7-5 N �1 M 0 N 0 N TYP I GAL GABINET HARDWARE 5GHEDULE DRAWER SLIDES: FULL EXTEN51ON 5LIDE5,100 L55 RATED, CLEAR ZING FIN15H - AGGURIDE NO. 302, 20" LON6, TYP. ALL BOX DRAWERS, SIMILAR 0 ALL OTHER DRAWERS. HIN6E5: C-RA55 SNAP -ON 3000 SERIES, 110. 5WIN6, CONCEALED HIN6E5, OPERABLE, 5ELF-GLO51%, 6RA55' STANDARD FINISH. DOOR/DRAWER PULLS: 4' CENTER TO CENTER WIRE PULLS, BRUSH CHROME FINISH. ADJUSTABLE SHELF SUPPORTS: METAL PEC-6 W/FLAT EXTEN51ON FITTED INTO PRE -DRILLED HOLES INTO CABINET SIDES. KV W. 345, PE66 TO BE 5 MM IN DIAMETER DOOR/DRAWER LOGK5: 5HEL13Y NO. GAMLPG, %'x I Y4 GAM LOCK, 0 REQUIRED CABINET DOORS AND DRAWER FRONTS. 51MILAR LOCKS BY HAFELE AGGEPTABLE. LID 5TAY5: STAY W/ BALL GATGH FOR LIGHT WEIGHT DOOR - 5U6AT5UNE 5-23L FLAP 5TAY5 / LID STAY W/ LOCK LEFT 3/4" PLYWD. COUNTERTOP WITH PLA5. LAM. AT ALL EXP05ED 5URFAGE5, E06E5, d IN51DE OF OPERABLE LIDS. 11_411 3' X 3/4" PLYWOOD FRAME PLASTIC LAMINATE OVER 3/4" PLYWOOD ELEC. CONDUIT 3/4' PLYWOOD BEYOND RO WATER OUTLET, PEX TUBING AND TEE. GORE CABINET SIDES TO AGCOMMODATE AND SUPPORT (2) 1/4" 'LABCOGK' GONGENTRATE VALVES WITH TUBING TO SUPPLY BOX 1/4' " ABCACK' BIGARB VALVE W/ TUBING TO SUPPLY BOX 3' X 3/4" PLYWOOD FRAME ±16" CONT. SEALANT ® FRP/BASE JOINT 3 R.O. CHASE SEGTION Z 5/6' MOLD d M015TURE RESISTANT, 6YP: W. FULL HE16HT. v GONT. BED OF MOLD `n RE515TANT 51LIGONE - SEALANT UNDER CHANNEL GONT. BEAD OF MOLD o z RE515TANT SILICONE g SEALANT ALONG BOTTOM Z E06E OF WALL BD. REF. FINISH 5GHEDULE FOR rFL00RIWG 4 BASE. -? DETAIL - ll'P. PARTITION 5/6' MOISTURE RE515TANT 6YP. W. OVER METAL STUDS FROM TOP OF F.F. TO ABOVE COUNTERTOP EUROPEAN HINGE, BLUM 100 SERIES MODULE CONCENTRATE N - CONCENTRATE BIGARB AIR GAP SEE PLUMBING FOR CONNECTIONS (V FRP ON 5/6" `V COX PLYWD. ON 5/6' GYP. W. ON METAL 5TUD5 FROM RUBBER BASE TO CHASE TOP. EXPOSED DRAIN LINE (OPTION) - SEE PLUMBING � I 2 E�Y I I I TYPICAL STATION LAYOUT t$ V4• - 1w PROVIDE LID STAY HARDWARE ® ALL OPERABLE TOPS-•5U6AT9UNE LID STAY W/ LOCK, OR EQUAL. 3" I' -I" 3/4" PLYWD. COUNTERTOP WITH PLA5. LAM. AT ALL EXP05W 5URFAGE5 AND E06E5. PL-4 OUTSIDE d PL-3 INSIDE. 3" X 3/4" PLYWOOD FRAME ELEG. CONDUIT DIALY515 5UPPLY BOX (OFCI). USE 5TAINLE55 5TL. SCREWS TYP. NIPPLE FITTING TO BE ABOVE HORIZ. DRAIN RO WATER OUTLET. GORE CABINET 51DE5 TO ACCOMMODATE AND O SUPPORT GONGENTRATE VALVES WITH TUBING TO SUPPLY $OX BIGARB VALVE W/ TUBING TO SUPPLY BOX P.LAM. OVER 3/4" PLYWOOD 3 G R. MIN. NOTEw WHEN IN5TALLIN6 CHASE AND WALL MOUNTED T.V'5 ADJACENT TO EACH OTHER, THE INSTALLER SHOULD MAINTAIN A MIN. 30" FROM GENTERLINE OF MOUNT TO CENTERLINE OF MOUNT. �_ r IIII ► � IIII I I :' I' •I• II II i•I r .. r r Nr• -• IIr FRAME CONDUIT �DIALY515 SUPPLY :I(OFCI). USE STAINLE55 5TL. SCREWS TYP. NIPPLE FITTIN6 TO BE ABOVE HORIZ. DRAIN RO HATER OUTLET. CORE GA13INET SIDES TO ACLOMMODATE AND Ilw nq �� SUPPORT '---TO SUPPLY 13OXCONCENTRATE VALVES WITH TUBI% !�-SUPPLY :I � PLAM. OVER IIr 11 11 �►�1`1 3/40 Ilii iul IIr BEYOND IIr FRAME SCHEDULEI DRAIN.I UNDERSIDE I • EACH 9PPLY BOX. SUPPORTREQUIRED. REF PLUMBIN6 I. ENTIN65. CONT. SEALANT 0 FRP/BA5E JOINT. PLATE PLYWOOD ABOVECAP 0 in GROUTL JNX21"X2�" 5TEEI- TUBE, CORE INTO FLOOR AND I r OC. PRIMED ©- • OHAESE 5EGTION Q 14 In < 4'-b" VERTICAL R.O. CHASES WHERE LOCATED ON THE FLOOR PLAN. TOPS IN51DE —\ 2I -6" L (PL-3) 2I '-6" I. 2I_ '�" I. 2I. '-6" I• OPERABLE r STATION, r 5T pN,� TOPS OUTSIDE r STATION STATION p ■ p❑ D COUNTER TOP 4 D . Gp ■ D il ----- - ------------------ - - ---- ------ FRP PANEL GONT. mm q _ BELOW CHASES Q q,-0" ,4-8 q,-0" 11-6," 6'-0" 11-b" 41�" IN 3/4" PLYWOOD BEYOND FRP FROM ' 3" X 3/4" PLYWOOD FRAME RUBBER BASE TOP 5GHEDULE 40 DRAIN. RUN TO UNDERSIDE OF Q T ON S COX EACH SUPPLY BOX. SUPPORT AS REQUIRED. - PLYWD. R8= PLUMBING FOR VENTING. CONNECTED TO GONT. SEALANT ® FRP/BA5E JOINT. STEEL TUBING. RUBBER BASE 4 R.O. CHASE SEGTION A-18 I V2' - I�-& 5V MOLD d M015TL RE RE515TANT, 6YP. W. FULL HEIGHT. z 5/8" MOISTURE Q MOLD RE-515TANT GLASS MAT W. TO 42' A.F.F. MIN. (48" A.F.F. W/ FULL HE16HT FRO ¢ v FULL HEIGHT FRP OR EXTEND TO 44' z A.F.F. FOR HALF WALL COVERA6E. CANT. BEAD OF MOLD RE515TANT 51LIGONE SEALANT AT JOINT g BETWEEN FRP d BASE. CONT. BED OF MOLD RE515TANT SEALANT UNDER CHANNEL. REF. FINISH SCHEDULE FOR o FLOORING 4 BASE. z RESISTANT �CONT. BEAD OF MOLD ED6E OF WALL W. 8 DETAIL - FRP ON PARTITION A 8 3" ■ 11-w 5/ba MOLD 4 MOISTURE RESISTANT, 6YP. BD. FULL HEIGHT. CANT. BED OF MOLD RE515TANT 51LIGONE SEALANT UNDER GHANNEL. 5/6' M015TURE d MOLD RE515TANT GLASS MAT BD. TO MIN. 42" A.F.F. (4b" A.F.F. IN FULL W16HT FRP). FRP W/TRIM. GONT. BEAD OF MOLD RE515TANT SILICONE SEALANT AT JOINT BETWEEN TRIM 4 BASE. GONT. BEAD OF MOLD RESISTANT 51LIGONE ALONG BOTTOM E06E OF WALL BD. z INDUSTRIAL FLOORING SLOPE TO DRAIN 3' PER FOOT 8" n q DETAIL - BIOMEDMANITOR A-8 3• ■ 1'-O• no INSTALL INSULATION AS INDICATED IN 6EWRAL NOTES ON SHEET P-2. 5/8" MOLD d MOISTURE oo RESISTANT, 6YP. BD. FULL HE16HT. 5/8' COX PLYWOOD TO CHASE HEIGHT. CONT. BEAD OF MOLD RE515TANT 51LICOW ALONG BOTTOM EDGE OF WALL W. CONT. BED OF MOLD RESISTANT SEALANT UNDER CHANNEL. 2 LAYERS OF 5/&" MOISTURE 4 MOLD RE515TANT 6LA55 MAT BD. 12' A.F.F. FRP W/TRIM. CONT. BEAD OF MOLD RESISTANT SEALANT AT JOINT BETWEEN TRIM 4 BASE. INDU5TRIAL EPDXY BASE 4 FLOORING p W/BUTT JOINT TO ADJACENT FLOORING. o VGT OVER SEALED z_ CONCRETE FLOOR d Q 4 CHASE P410TH NOT TO 5GALE) AIL - PARTITION AT HORIZONTAL 6HA5E R.O. 0HA5E ELEVATION (C fA Y C L O � L •rl >> z > C 0 cu O U r- +J c 'c3 .H cr— r-I cz :3 U L. (A O o c x +1 o a) CL U •r-1 c- = a- L C L _ +p a) o CE4- O _1 (L) U .O m e s Mated herin —validon=te �.dlo.inqThwo ,scats re hereby n�n er. by the Ttio of the auarWl e the print to cOrrrep0rd;ng nic^�s nP Che or"q nnl drawing. c.x-g f, t4 property of N_rX c k :,la Nc t t. bc —pled or repr ucea n� t s e ally ldw,tlflod ,r _ o c _o- be me6 0, or f othor n r r t a" tc be td opon (3 V) U 'F Q co U 0 O Qcf) 0 1—I Q = cc) J O O N N O w m o 0� W r C'3 M ~ m z Q m M U I —I I- M M X �' o Q O _N N D I— N Q N m Q — u- G PROVIDE BLOGKIW6 AT ALL LOCATIONS 41/8" = OF STANDOFF MOUNTS FOR 6LA55 0 PANELS AFF Q GYP. W. SOFFIT U FIXED GLASS PANEL EACH SIDE. RE: ELEVATION O 5LIDIN6 PANEL BEYOND PROVIDE MA6 J r SECURITY LOGK(5) 614& RE: ELEVATION W d- SOLID SURFACE COUNTERTOP M RADIUSED COUNTER W/ IRADIU5ED EDGE - r , MAX 1'-0" FROM WALL 1/4' EASED EDGE V) V Q - - AFF" Z u- RADIUSED 50LID SURFACE > m E06E 1/4' THICK. RE- PLAN ' 2X2 STEEL TUBE SUPPORTS AT 1'-b O.G. TO RUN WITHIN WALL CAVITY, ANCHOR TO CONCRETE Q z J Q PROVIDE CONTINUOUS CLEAT BETWEEN 5UPPORT5 �/� c �jJ J _ P-LAM VENEER OVER 3/5" MDF PANEL. RE: ELEVATION J W = N b DETAIL - BUSINESS OFFICE WINDOW i CL W N INSTALL INSULATION AS INDICATED IN 6ENERAL NOTES ON SHEET P-2. 5W MOLD 4 MOISTURE RESISTANT, GYP. BD. ABOVE. 5/8' MOLD 4 M015TL RE RESISTANT, 6YP. BD. FULL HE16HT. - FULL HEIGHT FRP - 5'-0" 5/&' COX PLYWOOD ABOVE 2 LAYERS 5/6" M015TLIRE I MOLD - RE515TANT 6LA55 MAT BD. TO 24" A,FF. PROVIDE CONTINUOUS BEAD OF MOLD RE515TANT 51LIC40W SEALANT AT FRP BASE TRIM ACCESSORIES TO SEAL JOINT W/FRP AND EPO-FLEX BASE GONT. BED OF ONE -PART POLYURETHANE SEALANT UNDER CHANNEL CONT. BEAD OF MOLD RE515TANT SILICONE - ALOW6 BOTTOM E06E OF WALL BD. 4' INDUSTRIAL EPDXY ��- BASE d FLOORING MIN. RADIUS - 1/2' Z SLOPE TO DRAIN 4 I I DETAIL - R.O. ROOM FLOORING .0d.,s i JOJL- 3 M. 1Sj DRAWN BY: LJ/CH DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. REV. REV. Sheet No. A-8 PLUMBING LE6END SANITARY, WASTE BELOW FLOOR -5, W, SAN, 55 SANITARY, WASTE ABOVE FLOOR - 5, W, SAN, 55 STORM BELOW FLOOR - ST STORM ABOVE FLOOR - 5T - - - - - VENT PIPING - V GOLD WATER PIPING - GW - - - HOT WATER PIPING - HW - - - - - HOT WATER RETURN PIPING - HWR PIPING BELOW FLOOR - B/F - EXISTING GW - - - EXISTING HW - - - - - EXISTING HWR EXISTING PIPING PIPING TO BE REMOVED OR ABANDONED ---II -O GLEANOUT5 - GO, WGO, FGO, GCO --D4- GATE VALVE - GV r BALL VALVE - BV - PRE55U E REDUCING VALVE - PRY -ham CHECK VALVE M CIRCUIT SETTER -1- GIRGUIT SETTER ASSEMBLY ® a FLOOR DRAIN - FD, FD-* ® 13 AREA DRAIN - AD, AD-* ® ROOF DRAIN - RD, RD-* WHA WATER HAMMER ARRESTOR VTR VENT THRU ROOF W-0 WATER HEATER P-* PLUMBING FIXTURE 0 IN -LINE BAGKFLOW PREVENTER �-o- TRAP PRIMER - TP $ AIR ADMITTANCE VALVE (AAV) ADA GOMPL I ANGE 1. VERIFY FIXTURES THAT ARE INTENDED FOR HANDICAP USE WITH GURRENT ARCHITECTURAL DRAWINGS. 2. PLUMBING FIXTURES DE51 GNATED FOR HANDICAP USE SHALL COMPLY WITH ADA AND ALL STATE, CITY, AND LOCAL REQUIREMENTS PERTAINING TO HANDICAP ACCESSIBILITY. 3. FIXTURE INSTALLATION SHALL COMPLY WITH ADA AND ANY STATE, CITY, AND LOCAL REQUIREMENTS PERTAINING TO HANDICAP ACCESSIBILITY. 4. THE CONTRACTOR SHALL BE RE5PON51BLE FOR COMPLYING WITH ADA AND ALL STATE, CITY, AND LOCAL REQUIREMENTS PERTAINING TO PLUMBING FIXTURE5 AND PLUMBING FIXTURE INSTALLATION FOR USE BY THE HANDICAPPED. SPRINKLER HEAD NOTES I. LAY -IN TILE CEILINGS: SMALL FRAME GLASS ELEMENT, 5EMI-RECE55ED QUICK RESPONSE PENDENT SPRINKLERS. TEMPERATURE RATING SHALL BE 1550-1650. SPRINKLER AND ESCUTCHEON SHALL BE POL 15HED CHROME. 2. GYP CEILINGS: QUICK RESPONSE CONGEALED SPRINKLER. COORDINATE COVER FINISH WITH ARCHITECT. TEMPERATURE RATING SHALL BE 1550-1650. 3. NO CEILING: SMALL FRAME GLASS ELEMENT, UPRIGHT QUICK RESPONSE PENDENT SPRINKLERS. TEMPERATURE RATING SHALL BE 1650 UNLE55 HIGHER 15 REQUIRED. SPRINKLER SHALL BE ROUGH BRA55 FINISH. FLUMBIN6 FIXTURE SGHEDULE MARK DESCRIPTION MANUFACTURER, FITTINGS/AGGE550RIE5 REMARKS FIXTURE CONNECTIONS MODEL NUMBER GW HW WASTE VENT WATER GL05ET AMERICAN STANDARD P-IA ELONGATED, TANK TYPE 2467.016 SEAT: CHURCH #g500C I.6 GPF, ELONGATED, PRESSURE ASSISTED, ADA 1/2" -- 4" 2" ADA CADET LAVATORY AMERICAN STANDARD FAUCET: DELTA 252q-HOF HALL HUNG, 4" CENTERS, WRI5T BLADES, ADA, P-3A WALL HUNG 0355.012 P-TRAP, DRAIN RISER 4 WATER SUPPLY SHALL BE PVC, JAY R. SMITH 0723 LAVATORY SUPPORT 1/2 1/2 1-1/4 1-1/211 ADA LUCERNE GRID DRAIN, TRUEBRO LAV GUARD OR LAV SHIELD LAVATORY AMERICAN STANDARD FAUCET: DELTA/CAMBRIDGE 2-IC 425 WALL HUNG 4" CENTERS 6" WRIST BLADES LAMINAR FLOW, ADA P-35 WALL HUNG 0355.012 P-TRAP, DRAIN R15M 4 WATER SUPPLY SHALL BE PVC, 6 DIA. GOOSENECK BEND, JAY R SMITH 0723 LAVATORY SUPPORT 1/2" 1/2" 1-1/4" 1-1/2" ADA LUCERNE GRID DRAIN, TRUEBRO LAV GUARD OR LAV SHIELD P-3G COUNTERTOP FAUCET: CHICAGO FAUGET5 201-AGN8AE2q-317CP P-TRAP, DRAIN RISER 8 WATER SUPPLY SHALL BE PVG 4" CENTERS, 6" WRIST BLADES, b" DIA. GOOSENECK BEND, 1/2" 1/2" 1-1/4" 1-1/2" SINK DEL IOC - PLASTIC STRAINER, TRUEBRO LAV GUARD LAMINAR FLOW COUNTERTOP FAUCET: DELTA 440-DST P-3F SINK ''T SL-ADA-2122-A-GR P-TRAP, DRAIN RISER 4 WATER SUPPLY SHALL BE PVC 51NGLE LEVER FAUCET, ADA, 6-1/2" BOWL DEPTH 1/2" 1/2" 1-1/4" 1-1/2" ADA STRAINER, TRUEBRO LAV GUARD OR BA51N GUARD P-36 SERVICE SINK 16 Ufl! E WALL HUNG MOUNTING KIT R.O. WATER ONLY -- -- 1-1/4" 1-1/2" P-3H COUNTERTOP MUSTS FAUGET: DELTA/CAMBRIDGE 27C4425 P-TRAP, DRAIN R15M 4 WATER SUPPLY SHALL BE PVG 4" CENTERS, 6" WRIST BLADES, 6" DIA. GOOSENECK BEND, 1/2" 1/2" 1-1/4" 1-1/2" SINK MODEL II PLASTIC STRAINER, TRUEBRO LAV GUARD LAMINAR FLOW LAVATORY AMERICAN STANDARD FAUCET: SLOAN ETF-770-4 SENSOR-GONTROLLED WALL HUNG, LAMINAR FLOW, ADA, JAY R SMITH 0-123 LAVATORY P-3J WALL HUNG 0355.012 P-TRAP, DRAIN R15M 4 WATER SUPPLY SHALL BE PVC, SUPPORT, 120V HARD WIRED KIT W/ TRANSFORMER, WIRE AND TMV 1/2" 1/2" 1-1/4" 1-1/2" ADA LUCERNE GRID DRAIN, TRUEBRO LAV GUARD OR LAV SHIELD INSTALLED OUT OF SIGHT WITH MEANS OF ACCE55. WATER TEMP 1050F. MOULDED WIL50NART BVI514 FAUCET: CHICA60 FAUCETS 201-AGNbAE2q-317CP 4" CENTERS, 6" WRIST BLADES, 6" DIA. GOOSENECK BEND, P-3L SINK (NO EXCEPTIONS) P-TRAP, DRAIN RISER d WATER SUPPLY SHALL BE PVC, LAMINAR FLOW, COUNTERTOP -MOUNTED FAUCET, ADA I/2" I/2" I-I/4" I-I/2" PLASTIC STRAINER, TRUEBRO LAV GUARD FAUCET: MU5TEE 63bOOA P-4 SINK �� H05E 4 H05E HOLDER: MU5TEE 65.700 - 1/2" 1/2" 2" 1-1/2" MOP HANGER: MU5TEE 65.600 P_5 EYE GUARDIAN WALL MOUNTED, THERMOSTATIC MIXING VALVE IN WALL STAY OPEN VALVE, SPRAY HEAD DUST COVERS. WATER TEMP qO'F. 1/2" 1/2" -- -- WASH 65014 WITH AGCE55 COVER. COORDINATE WITH ARCH. 5HALL MEET AN51 Z358.1 AND A55E 1071 STANDARDS. DRINKING OA515 P-b FOUNTAIN P6AG5L KA-L MOUNTED ADA COMPLIANT HI/LOW 1/2" -- 1-1/2" 1-1/2" ADA EYE �GI84� WALL MOUNTED, TRUEBRO LAV GUARD M. STAY OPEN VALVE, SPRAY HEAD DUST COVERS. HATER TEMP q0'F. P-8 AS 1 THERM05TATIG MIXING VALVE IN WALL WITH ACCESS LOCATE DRAIN TRAP IN51DE WALL. MODIFY TRAP INSULATION TO FIT. 1/2" 1/2" 1-1/4" 1-1/2" COVER COORDINATE WITH ARGH. SHALL MEET ANSI Z358.1 AND A55E 1071 STANDARDS. F5-2 FLOOR SINK JR5 PRODUCTS _ PLASTIC 1/2 GRATE -- -- 4" 211 3024104 TOP OF GRATE SHALL BE FLUSH WITH FINISHED FLOOR. FD-I FLOOR DRAIN JAY R SMITH _ NIGKLE BRONZE STAINER TOP AND TRAP PRIMER INLET I/2" -- 3" 2" 2010 TAILPIECE MOUNTED TRAP PRIMERS ARE NOT ACCEPTABLE. FD-2 FLOOR DRAIN JR5 PRODUCTS PLASTIC SEDIMENT BUCKET PLASTIC FULL GRATE 1/2" -- 3" 2" 2254103 TAILPIECE MOUNTED TRAP PRIMERS ARE NOT ACCEPTABLE. TD TRENCH DRAIN JAY R SMITH g870-4c12 RE51N COMPO51TE GRATE - HEAVY DUTY TRENCH DRAIN TO EXTEND FULL LENGTH OF OPENIN66. 1/2" -- 3" 2" g814 TRAP PRIMER INLET. GB EQUIPMENT ATEY BACKFLOW PREVENTER, THERMOSTATIC MIXING VALVE - 1/2" 1/2" 2" " 2 CONNECTION BOX HB H05E BIBS MODEL MDFORD VACUUM BREAKER - 5/4" -- -- -- AAV AIR ADMITTANCE IPS CORPORATION 5TUDOR GHEM VENT RE-GE55M BOX WITH MA5TERFLOW RL5G3 LOUVERED - -- -- -- -- VALVE (NO EXCEPTIONS) GRILL ELEGTR I G NATER HEATER SGHEDULE RECOVERY MARK MANUFACTURER/MODEL STORAGE ® 70 DEG. KW INLET/OUTLET ELECTRICAL REMARKS TEMP. RISE WH-1 A.O. SMITH D5E-40 40 GAL 70 12.0 3/4" GOORD' EXPANSION TANK: WATTS PLT-5 W/ELEC. MAXIMUM WATER TEMP: 120'F NOTE : WATER HEATERS MAY BE SUBJECT TO BOILER INSPECTION AND GERTIFIGATION REGULATIONS PER STATE OR LOCAL REQUIREMENTS. CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY INSPECTIONS AS PART OF H15 CONTRACT AND INFORM THE OWNER OF SUCH REQUIREMENTS FOR SUBSEQUENT PERIODIC, INSPECTIONS. PUMP SGHEDULE PUMP GPM HEAD TYPE SERVICE MANUF MODEL IIUMREMARKS MOTOR EFFICIENCY NOM. HP VOLT -PH RPM GP -I 5 q VERTAN-LINE WH-2 TACO 006-BT - 1/40 GOORD. W/ELEG. 3250 NOTES -FIRE PROTEGT I Oil I. THE FIRE PROTECTION 5Y5TEM AND INSTALLATION SHALL MEET ALL REQUIREMENTS OF NFPA 15, LOCAL APPLICABLE CODES AND THE OWNER'S UNDERWRITER. 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW PRIOR TO ORDERING OR PURCHASING ANY FIRE PROTECTION EQUIPMENT. SUBMITTALS SHALL CONTAIN SPRINKLER DRAWINGS, CALCULATIONS, MATERIALS AND ACCESSORIES. DRAWINGS SHALL BE STAMPED WITH A REGISTERED ENGINEER'S SEAL OR EQUIVALENT CONTRACTOR'S SPRINKLER CERTIFICATE SEAL. DRAWINGS SHALL BE 1/6" SCALE MINIMUM. 3. THE GONTRAGTOR SHALL FIELD VERIFY THE EXACT LOCATION AND SIZE OF EXISTING RELATED UTILITIES PRIOR TO COMMENCEMENT OF WORK. SYSTEM DE516N SHALL BE BASED ON AVAILABLE WATER CHARACTERISTICS. FIELD VERIFY ADEQUACY OF EXISTING SYSTEM. 4. GALGULATION5 SHALL ALLOW FOR INSIDE AND OUTSIDE H05E STREAMS. 5. ALL PENETRATIONS THROUGH FIRE AND SMOKE RATED ASSEMBLIES SHALL BE FIRE STOPPED AS REQUIRED. 6. ALL FIRE PROTECTION SYSTEMS AND INTEGRAL EQUIPMENT SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR. 7. ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS SHALL BE COORDINATED WITH THE ELECTRICAL DRAWINGS. 8. THE CONTRACTOR SHALL FULLY GOORD I NATE SPACE REQUIREMENTS WITH EACH D 15G I PL I NE PRIOR TO INSTALLATION OF THE FIRE PROTECTION SYSTEM. q. ALL PIPING SHALL BE PROPERLY SUPPORTED BY THE BUILDING STRUCTURE. PIPE SHALL NOT REST ON TILES OR OTHER GEILING STRUCTURES. 10. SPRINKLERS INSTALLED IN LAY -IN TILE GE I L I NG5 SHALL BE INSTALLED AT CENTER POINTS IN THE CEILING TILES OR INSTALLED ON QUARTER POINTS OF THE FOUR FOOT DIMENSIONS OF 2'x4' GEILING TILES. 11. THE CONTRACTOR SHALL FURNISH AND INSTALL A GABINET LOCATED IN THE FIRE SERVICE ROOM WITH THE SPARE NUMBER OF EACH TYPE SPRINKLER AND RELATED WRENGH AS REQU I RED BY NFPA 13. PLUMBI NCB SPEG I F I GATI ONS AND MOTES I. ALL PLUMBING WORK SHALL COMPLY WITH THE FLORIDA PLUMBING CODE WITH ALL APPLICABLE LOCAL AMENDMENTS. 2. PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY WORK, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, PIPING SIZES AND LOCATIONS, EQUIPMENT, ETG., SHOWN ON THE DRAWINGS OR AFFECTING THIS WORK AND SHALL REPORT ANY DEVIATIONS TO THE ARCHITECT. 3. FIELD VERIFY LOCATION OF EXISTING 5ERVIGE5 TO BE REUSED OR CONNECTED TO AND REPORT TO ARCHITECT/ENGINEER IF OTHER THAN THAT WHICH 15 INDICATED ON DRAWINGS. 4. WHEN RENOVATING OR MAKING AN ADDITION TO AN EXISTING FACILITY, CONTRACTOR SHALL FIELD VERIFY EXISTING EQUIPMENT (FIXTURES, TRIM, PUMPS, ETC) MANUFACTURERS AND USE SAME MANUFACTURER5 FOR NEW EQUIPMENT. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF OWNER/OWNER REPRESENTATIVE FOR USE OF DIFFERENT MANUFACTURERS. 5. ANY EXISTING WALL, FLOOR, OR CEILING SURFACE THAT 15 D 15TUR13ED DURING THE GOUR5E OF THE WORK SHALL BE REPAIRED. WHEREVER FOUNDATION WALLS, OUTSIDE WALLS, ROOFS, ETC., ARE PENETRATED FOR INSTALLATION OF SYSTEMS, THEY SHALL BE PATCHED TO MATCH EXISTING CONSTRUGTION AND SEALED WEATHER TIGHT. 6. ALL OPENINGS IN DRAINAGE AND/OR VENT SY5TEM5 A5 A RESULT OF INSTALLATION ROUGH -IN SHALL BE PROTECTED WITH A TEST PLUG THAT 15 SECURELY LOCKED IN PLACE UNTIL FINAL FINISHED CONNECTIONS ARE INSTALLED. 7. ALL PIPING SHALL BE RUN PARALLEL TO BUILDING LINE-5 AND SUPPORTED AND ANCHORED AS REQUIRED TO FACILITATE EXPANSION AND CONTRACTION. INSTALL ALL PIPING AS REQUIRED TO MEET CONSTRUCTION CONDITIONS AND TO ALLOW FOR INSTALLATION OF OTHER WORK, INCLUDING DUCTWORK AND El EGTRIGAL CONDUIT. 8. ALL PIPING SHALL BE ROUTED ABOVE GEILING, CONGEALED IN WALLS, AND BEHIND FURNISHINGS UNLESS OTHERWISE INDICATED. ALL OVERHEAD PIPING EXPOSED TO VIEW SHALL BE ROUTED AS HIGH A5 P0551BLE AND TIGHT TO THE UNDERSIDE OF STRUCTURE. q. WATER PIPING ROUTED ABOVE CEILINGS AND IN EXTERIOR WALLS SHALL BE ROUTED ON HEATED SIDE OF CEILING INSULATION AND WALL INSULATION, UNLE55 OTHER FREEZE PROTECTION 15 INDICATED. 10. SANITARY WASTE 4 VENT, AND STORM DRAIN PIPING ABOVE GROUND SHALL BE PVG WITH SOLVENT JOINTS. 11. SANITARY WASTE 4 STORM DRAIN PIPING BELOW GROUND SHALL BE SCHEDULE 40 DWV PVC, WITH SOLVENT JOINTS. 12. PROVIDE GLEANOUT5 AT THE END OF EACH HORIZONTAL SANITARY RUN AND AT THE BASE OF ALL SANITARY STACKS. GLEANOUT5 SHALL BE OF THE SAME 51ZE AS THE PIPES THEY SERVE. 13. TOPS OF ALL FLOOR DRAINS AND GLEANOUT5 SHALL BE SET FLUSH WITH AJDAGENT FINISHED FLOOR. COORDINATE FLOOR SLOPES AND DRAIN LEVELS WITH ARCHITECTURAL. GAULK WITH GONTINUOU5 CLEAR SEALANT BAND. 14. AIR ADMITTANCE VALVES SHALL BE INSTALLED ONLY WHERE SHOWN ON PLANS AND SHALL BE 5TUDOR GHEM-VENT OR APPROVED EQUAL. 15. ALL SANITARY WASTE, VENT, AND DOMESTIC WATER PIPING 5Y5TEM5 SHALL BE TESTED IN ACCORDANCE WITH SECTION 512 OF THE CURRENTLY ACCEPTED INTERNATIONAL PLUMBING CODE, OR OTHER APPLICABLE LOCALLY ACCEPTED CODE. 16. GOLD AND HOT WATER PIPING ABOVE GRADE SHALL BE TYPE L HARD DRAWN COPPER TUBING CONFORMING TO A5TM 8-88 WITH SWEAT JOINTS AND CAST OR WROUGHT FITTINGS. JOINTS SHALL BE MADE WITH LEAD FREE SOLDER. GOLD WATER PIPING BELOW GRADE SHALL BE TYPE K COPPER TUBING WITH CAST OR WROUGHT FITTINGS AND JOINTS AS DE5GRIBED ABOVE. JOINTS SHALL NOT BE PERMITTED UNDER FLOOR SLABS. WATER PIPING BELOW GRADE THROUGH CONCRETE SHALL BE PROTECTED WITH PLASTIC SLEEVES. 17. ALL HOT, GOLD, AND HOT WATER RETURN WATER PIPING ABOVE GRADE SHALL BE INSULATED WITH ONE INCH NOMINAL THICKNESS FIBERGLASS PIPE INSULATION WITH VAPOR BARRIER JACKET, OWEN5-GORNIN6 A5J/SSLII OR EQUAL. ENDS OF INSULATION SHALL BE TAPED AT ALL FITTINGS. INSULATION SHALL BE CONTINUOUS THROUGHOUT EXCEPT WHERE PENETRATING A FIRE BARRIER. 16. WASTE, GOLD WATER PIPING AND HOT WATER PIPING AT HANDICAPPED LAVATORIES SHALL BE INSULATED WITH TRUEBRO LAV GUARD, LAV SHIELD, OR BASIN SHIELD ENGLO5URE5/P1PE GOVER5 OR APPROVED EQUAL. Iq. EXPOSED TRIM PIPING TO ALL SINKS AND LAVATORIES, INCLUDING GW, HW, DRAIN, AND DRAIN TRAPS, SHALL BE PVC WITH PVC E5GUTGHEON5 AT WALL PENETRATION. ALL EXPOSED PIPING TO OTHER FIXTURES SHALL BE INSTALLED PER 5PECIFIGATION5 WITH ESCUTCHEONS. ALL OTHER PIPING PENETRATING CEILINGS, WALLS, AND GA5EWORK SHALL BE INSTALLED WITH MATCHING E5GUTGHEON5 AT THE PENETRATION. ALL PIPING PENETRATING EXTERIOR WALLS AND ROOFS SHALL BE FLASHED AND SEALED IN AN APPROVED WEATHER TIGHT MANNER AND SHALL BE PROTECTED AS REQUIRED BY THE ARCHITECT. 20. SLEEVE OR GORE -DRILL FLOOR SLABS, WALLS, ETC., AS REQUIRED FOR PIPING AND FIRE -STOP MATERIAL AROUND PIPE. VERIFY LOCATION OF STRUG- URAI_ BEAMS, JOI5T5, ETC. BEFORE DRILLING. 21. ALL PIPING TO HAVE IDENTITY MARKER5/LA5EL5 LOCATED EVERY 15 FEET ON LONG RUNS, AT EVERY CHANGE OF DIRECTION AND AT ALL WALL PEt ETRATION5. 22. PROVIDE AN ISOLATING, DIELECTRIC UNION AT ALL CONNECTIONS BETWEEN FERROUS AND NONFERROUS PIPING. 23. COORDINATE LOCATIONS OF FLOOR DRAINS IN MECHANICAL ROOMS WITH MECHANICAL EQUIPMENT. 24. COORDINATE FIXTURE TYPES WITH THE ARCHITECTURAL DRAWINGS. AREAS DESIGNATED FOR USE BY THE HANDIGAPPED SHALL BE SUPPLIED WITH FIXTURES AND TRIM AS SET FORTH IN THE "AMERIGAN5 WITH DISABILITIES AGT"(ADA). 25. ROUTE RELIEF VALVE DISCHARGE FROM WATER HEATER TO NEAREST AVAILABLE DRAIN OR TO GRADE OUTDOORS. 26. WHEN WATER HEATERS ARE PLACED ABOVE THE GEILING, THE CONTRACTOR SHALL PROVIDE A 1-1/2" P TRAP WITH A TRAP PRIMER AT THE NEAREST WASTE OR VENT LINE ABOVE THE CEILING FOR P8T DISCHARGE. 27. FLOOR MOUNTED ELECTRIC AND SEALED COMBUSTION WATER HEATERS SHALL BE ELEVATED ON HIGH-IMPAGT PLASTIC EQUIPMENT PADS. 28. ROUTE RELIEF VENTS ON ALL BAGKFLOW PREVENTER5 TO NEAREST FLOOR DRAIN OR CODE APPROVED DRAINAGE RECEPTACLE. 2q. AGGE55 PANELS SHALL BE PROVIDED WHERE CONGEALED CONTROL DEVICES, VALVES, ETC. ARE CONGEALED WITHIN WALLS. WHERE ACCESS FOR ADJUSTMENT AND MAINTENANCE 15 P0551BLE THROUGH LAY -IN SUSPENDED GE I L I NGS, ACCESS PANELS ARE NOT REQU I RED. 30. PROVIDE ALL FITTINGS, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO FACILITATE FUNGTIONING OF THE COMPLETE PLUMBING SYSTEM AS INDICATED BY THE DESIGN AND THE EQUIPMENT INDICATED. 51. CONTRACTOR SHALL COORDINATE El ECTRIGAL CHARACTERISTICS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL DRAWINGS PRIOR TO ORDERING ANY EQUIPMENT. ALL PLUMBING EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT 5WITGHE5 AT EACH PIECE OF EQUIPMENT. COORDINATE WITH THE El EGTRIGAL CONTRACTOR. 32. ALL PLUMBING EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 55. ALL PLUMBING EQUIPMENT AND 5YSTEM5 SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER SUBSTANTIAL COMPLETION. 34. SHOP DRAWINGS SHALL BE SUBMITTED TO AND REVIEWED BY THE ARCHITECT PRIOR TO ORDERING EQUIPMENT OR INSTALLING ANY PIPING FOR ALL EQUIPMENT, FIXTURES, AND PIPING. 55. APPROVED MANUFACTURERS: VITREOUS FIXTURES: AMERIGAN STANDARD, KOHLER, ZURN SOLID SURFACE SINKS (OTHER THAN REUSF�: MU5TEE STAINLESS STEEL SINKS: JUST, ELKAY, STERLING FAUCETS: DELTA, ZURN, 5YMMON5, GHIGAGO FAUCET, FIAT TUB/SHOWER VALVES: 5YMMON5 TRIM: JAMECO, BRA556RAFT, MGGUIRE FLUSH VALVES: SLOAN, DELANEY, ZURN SEATS: BEMIS, BENEKE, CHURCH, OL50NITE (HEAVY DUTY ONLY) DRINKING FOUNTAINS: OASIS, ELKAY, HALSEY TAYLOR TUB/5HOWER ENCLOSURES: LA500, AQUAGLA55, AQUARIUS, AQUA BATH EMERGENCY FIXTURES: GUARDIAN, ACORN SAFETY, BRADLEY ADA INSULATION: TRUEBRO WATER HEATERS: A.O. SMITH, STATE, LOGHINVAR FLOOR DRAINS: JAY R. SMITH, ZURN, WADE, JO5AM, WATT5 ROOF DRAINS: JAY R. SMITH, ZURN, WADE, J05AM, WATTS GLEANOUT5: JAY R. SMITH, ZURN, WADE, J05AM PR1RE REDUCING VALVE: WATT5, FEBGO, APOLLO BAGKFLOW PREVENTER: WATT5, FEBGO, APOLLO WALL HYDRANTS: WOODFORD, JAY R. SMITH, ZURN (0 lA Y C L. O 4- 3 .H 4j L •r-I �, O "O C C fif z 0 O U 0) U) C +� •1 Co :3 U L.Cl) a) O o C x ^ O N U ca O d G L. C L. _ 4� W O C e 4- o .i m U -0 -0 IM sodn a .labs b:bb m v0d on er awgaehy M. = a t a=we/ d'' d2d d� IM ' --- b to onva of Kcc PKRW M I ad b not b be oopbd veapodooad In dhob b apao/b V crowabbddpvoja . R YtD db W U a--+ U co U L Q co 0 M a � � Q H Cr 00 J O O O r O W 0 I-- W N N 0 O co D Z Q M M X U V! In J H Q M O M N Q N M H Q N - X Q LL Z O_ Q U O _1 W r LO M 0 Q M v! Z J LL LL J Q m Q �- 0 Z -� Q W J W N Z T� 1 LLI N DRAWN BY: JSM DATE: 03/12/13 PROJECT NO.1230 REVISIONS REV. REV. R EV. Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 Sheet No. P-1 SPRI RI 5EE CIVIL FOR c014TIN1AT ION. 4"F5-2 1= `f Q 3j �"FS-2 3'TD TD-2 � / 0 Q `r 3'FD-2 42W 4'W W �L� 4'FS-2 � tt 12 Ro-BIG2ARB 4'F5-2 4"F5�4„ -5-2 TREATMENT — - �' 2 7 W -I - - - Q L_JL_J o� 2. PAL MED 4REPp-�/ l Ki4'FGO 4'W 4"W 4'S5 4'S5 =___ 1 ==T==;-- P.D.-H.H.D. EXAM P i K I ; oa ry "SS �, 3'W I 3'W 3'W 3'W ry pal 3pW I 2'W ;=---,� P.T. .\ , . 2" �� LUMN FOOTING (TYPICAL). -25 K VERIFY EXACT DIMEN51ONS ui _ P-36` LAB AND COORDINATE ALL U/G -- q 31FD-I I FAG. ADMIN. PIPING IN FIELD. 2 Oj 2 v RK �a P.D.-H.H.D. EXAM N. . .. yy s II o� •rl F K NI I M - ---- - ,WI P-16 I11 K ; Qff:I ==> L J AT FILE LAT FILE AT FILE ----------- --- -2• -- ----------------------- •-- ---------- - r-,Ir-, �----� I I III I it \ / G RT CHART L_JL_J '11 _ T. Pry 2 W __ c-RAP T cHAtrTs os WC "iL .y> 4'FCO---------- GHART5 2 W ry 04 � � --I-- Pal BUSINE55 OFFICE I P.D.-N.H.D. EXAM m -� p i PAN J —I— —I— —I— —I FAX/ I I I I L_JL_J K r COPIER I K K =__E------`- --- ----------1------- 2 W R �I--------------- ---;-- N K R P� MED PREP ryI� WAITING 3'W 3"W 314 3'W T o I 4'FGO ll g W T.-2./ 28WC'SS 4" 2aW a FLOOR PLAN - PLUMB I N6 SIN I TARY SGALE: I/8" = I'-O" KEYED NOTES: (D )V" TRAP PRIMER LINE. 5EE 5UPPLY PLAN FOR GENERAL LOCATIONS OF TRAP PRIMERS. WHERE TRAP PRIMERS MUST BE MOUNTED BELOW GEILING LEVEL, PROVIDE RECE55ED BOX WITH AGGE55 DOOR. TAILPIECE MOUNTED TRAP PRIMERS ARE NOT ACCEPTABLE. PROVIDE 2' P-TRAP ABOVE GEILING FOR GONDEN5AT% 12I5PO5AL. PROVIDE TRAP PRIMER AND COORDINATE WITH MECHANICAL CONTRACTOR. Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 (0 (N 1 C L. >1 O O 4- •1 3 -1 4� L >, a)' 70 O C > c cc z O O 4-+ U O7 C rl fA C +-+ •=-1 Cz 7 U L. Cn N O O C X ^ +j O N LL U •r-1 fC N L.C: C L 4� N O C E +- O •14 O V -0 -0 1M seal» a sbbd hwb m nid an the el�q by g db of Vw a warn!of to prim to and b nd b be =pbd or w"od b *wb R1b sooerbo♦r IdolfaNd Is wpn* R Ydb bo U Cn 4-0 Q co V QQ co co � � C+ Q H co J 0 OC O O O I� /W� W N /0 0 Z Q M M X U H O F— M Z M N Q N � M O H Q Q LL z 0 Q U 0 _I W T- Nt LO co CU o — V / z J J LL j Q ~ Z> J :5 �//�� vJ W J W N T— i ^T- CL W N y,�4gtS. SiSetil! f J V E w N r � �..i ••1 f > e : t � �6 !lr851a��� DRAWN BY: JSM DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. REV. R EV. Sheet No. P-2 MINIMUM 6" FIRE SPRINKLER MAIN. CONTRACTOR TO VERIFY rVRYPIPE SPRINKLER COMPRESSOR ACTUAL SIZE REQUIRED BASED FOR ATTIC, CANOPY, ETC. COORDINATE ON AVAILABLE PRESSURE AND WITH FIRE SPRINKLER DRAWIN65. HYDRAULIC CONDITIONS.---______� I SPRINKLER U_ 1 RI��R PE)-HHD 5TORAH I I PD-HHD OFF. I to P.D.-H.H.D. EXAM 0 a 1 F- I 3a"rw P.D.-H.H.D. EXAM 06 5.N. 8 D. i CORRIDOR I GONFERENCE I -T-- I /400i r-_# J1 1 3A■ I m I � h"GY I"Hh P.D.-H.H.D. EXAM;; -1-- Pam■ /4 GW- 1 3 GW I �"HW PAL 1 t' II,4'HW WHW L.-414N K �I ■CW F - - „I i<F _r L■� I � o Y Y - -- G_I ARTS GHAT I LOUNGE I� t T.T.- JAN TOR I 1 Ij2'CW Mi. 5EE CIVIL FOR CONTINUATION. DETAIL I/P-6 FOR AT i WATER 5ERVIGE ENTRANCE. NOTE: PROVIDE PRV ONLY IF INGOMIN6 WATER PRESSURE IS MORE THAN l0 PSI. CONTRACTOR TO VERIFY PRESSURE PRIOR TO INSTALLATION OF ANY PRESSURE REDUCING DEVICES. ICI I �"GW P-36 I I I I RO-BIGARB 2� I =�I I 2� "PRIV. P ® TRMENT. I 34� Q Tp - �'_� 1 1_C Pal 0 K IA■ I I�■ I■ = I/2'GW 111/2" 11k'GW 0 11 Pam+ Ih"HW >.I � Pal FAG. ADMIN. I/4'GW B/F LAB ---- P-IA O R I WORK K AT FILE LAT TILE LAT FILE ---- CHART GNART ajl'GW d I/2'HW TOII/2"CW TO RA. EQUIP. TEMPERING VALVE.I I SEE NAIL I/P-'I. �6" TO Pam. ; /4 - �-� I 1 - - - - - - - - --- I'/2'GW P-314 II,c{'M B/F MED PREP P-31 t/2 L T---r-------gOW B --K-----r--GW d h'HW TO i �� ENE SING VALVE AT / A UAGENT LAVATORY. - - .-Ab-T ,I TO F& (TYPICAL). I - - _ 11141HW B/F 1 FOOTING C YPIGAU. 1 VERIFY EXACT DIMENSIONS, AND COORDINATE ALL U/6 MR I � PIPING IN FIELD. CART CART I T O � L GHART5 04 ■ cn --I-- 1 a I I1 r BU51NE55 OFFIGE I I I I I --I-- I I 1 FAX/ 77 I I I -I- -I- -I- -I I K I I I r I I I I GORIER --/4'GW -- -- 3 'M I/2'HWR I P.T.-1 II z os WC D /20GW o o II '�■ TREATMENT Pal I/2'HWR B/F WHIN B/F I'GW B/F I I'HW B/F II/4"GW B/F I 3/4"GW B/F Z4'HW B/F 11 I P I' P� © I K _ + P---L---L-------------------i -1--- P---------------�--- o I HP B/F f---r---r------- R Klu ❑R P­3H MED PREPl WAITING o I ■C4 P.T.-2 I TP ® ® z g WC P-IA P-IA _ 0: 0 .fm I�■}}W FLOOR PLAN -PLUMBING SUPPLY SCALE: I/8" = 1'-0" Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 cc V C L >, O O � •1 3 .H +•j O O C > C t0 z O O ++ U O) C d . N C � H W 7 U L O N O O C X 4-+ O d U ri fLf y O L C L *j N O C E kill '1 N U -0 -0 In sod■o = oNbd bwN m vdd m the hweby "I"�q■dtl ratlo"d Vol""d""o wdi! � d tlt o the a�l�od 8a"bq p In dra - Is " F -F br of AM RXI4 W. I sod i■ m* b be = Nd �ad b Mdo nd bubo 04ZoRrr peJnR �b be U v, ^U^,, �W Q co U � M O CO Q d Z C'3 -1 cc O O � N oC O W W O O W r (3 O m H H X U CM C0 x O Z J — Of- M 0 1-1 X N M Q — ILL z 0 U 0 W T . LID M V Q CM -z> — _j L.L J Q m J z J < / V ) Lll CL J — W N CL W N ,g68Bf�r�r S. a%. J DRAWN BY: JSM DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. REV. REV. Sheet No. P-3 NOTE: I. VALVE5 TO BE ROTATED DOWN MINIMUM OF 10 DEGREES. 2. SUPPLY BOX TO BE 5UPPL I ED 51 DAVITA "FULLY LOADED". SEE ELEVATION BELOW FOR CONTRA SUPPLIED FITTINGS. ALL OTHER FITTIN65 5HALL BE SUPPLIED BY DAVITA. CONTRACTOR TO MAKI FINAL GONNEGTION5 FROM BOX' LOOP. 3. BIGARB AND CONCENTRATE TUBI BE SUPPLIED BY DAVITA BETWE:I MAIN LOOP TEE AND BOX CONNECTION. CONTRACTOR 5HAI SUPPLY NYLON HOSE CLAMP TO 5EGURE BOTH END5 OF THE HOST COORDINATE WITH OWNER FOR E RE62UIREMENT5. R.0 GONGENTRATI GONCENTRAT BIGARE (2) FLOW6UARD GOLD CONCENTRATE LOOPS TEE FITTING5. DAVITA TO PROVIDE 1/4" BALL VALVE AND ALL OTHER FITTINC75 DOWN5TREAM OF TEE WITH EACH BOX. BALL VALVE TO BE INSTALLED BY CONTRACTOR. FIN. FLOOR SUPPLY BOX i CONNECTION WITH AIR GAP I" PEX TUBING W/ I" IN5ULATION R.O. LOOP. PEX TUBING LOOP 5HALL CONNECT DIRECTLY TO 5TAINLE-55 STEEL TEE WHIGH 15 DIRECTLY ATTACHED TO BOX PROVIDED BY DAVITA. ALL FITTINGS DOWNSTREAM OF TEE SHALL BE PROVIDED WITH EACH BOX. FLOWGUARD GOLD BIGARB LOOP WITH TEE FITTING. DAVITA TO PROVIDE 1/4" BALL BALVE AND ALL OTHER FITTING5 DOW145TREAM OF TEE WITH EACH BOX. BALL VALVE TO BE INSTALLED BY CONTRACTOR. ALL PEX TUBING, INSULATION AND FITTINGS ARE FURN15HED BY DAVITA AND INSTALLED BY CONTRACTOR. TEE TO BE INSTALLED BY CONTRACTOR. COORDINATE'. D15TANGE5 WITH BOX OUTLET HEIGHTS. PROCESS P I P I NCB ELEVATION DETA 1 1 SGALE : NONE PRINKLER W X1 RISER S.W. D. GONFERENGE LOUNGE ° :O-BIGARB 22 STORAGE 2 5 4 6 7 q PD-HHD STORAGE Q z 1 ❑ ❑ 1 I; K 1 3 CORRIDOR .: I 0 25 0 23 ® 0 1 PD-HHD OFF, Q RRI N. 2 3 4 5 r- - o ° _ BIOMED T ME T. `---J JANITOR 0 D T.T. -I T.T.-2 - 1 r P.D.-H.H.D. EXAM(( 1 ® ® — — �, -- - -- oa -_ 2 5 La-- ❑ ❑ I R e 1 K G o K P.D.-H.H.D. EXAM 1 FOE]TREATMENT ❑ --___ 2 ❑1 ° 1 ❑ LL a -- - ❑ OL __ -+- 11 LAB ° L- P.T.-3 FAG. ADMIN. 2� 26 WORK 21 22 ❑ 24 P.D.-H.H.D. EXAM ---- o� ---- 2 3 - i ❑ R K a� 2 3 � 1 K i) Q 11 ---- LLI AT FILE AT FILE AT FILE ----------- -------- ----- ------- ------------- ---------------- - 8 _ �❑� ---- ' i ,�i i i G ART CHART V V CART CART I.T. `______-__ -G-RAR Tyr Res AID 1 GHO4T5 20 1 q 18 P.D.-H.N.D. EXAM ° O6 BUSINESS OFFICE 2 5 'I it � I i ; —� —� — -- K li % T-1--1--i--il COPIER �i K K O e L_JL_J---L---L---L----- --_ L-------L------- --------,__ IL-------r-___--- PAT. K D❑ I ❑ 0 PREP. 10 WAITING OI P.T.-I 02 ®T 2 16 15 14 13 12 11 1 Law ❑ ❑ FLOOR PLAN - PLUMB I NCB R.O. P I P I NCB SGALE: 1/8" = I'-O" GENERAL NOTES: 11 I. %1EEP SUPPORT BRACKET 514ALL BE USED FOR R.O. PIPING CHANGE OF DIRECTION. LONG 5VtffEP5 (TRUE 5I^IIEEP5) TO BE USED FOR BIGARB AND CONCENTRATE PIPING GHAN6E5 OF DIRECTION. 2. ALL FINAL CONNECTIONS TO ALL DIALY515 BOXES SHALL BE EXECUTED BY THE PLUMBING CONTRACTOR- 5. ALL BOXES AND BOX FITTINGS SHALL BE PROVIDED BY OWNER 4. WATER VENDOR TO INSTALL ALL WATER BOXE5. G.G. TO COORDINATE AND CHECK ALL DRAINS. 5. DAVITA TO APPROVE ALL CONNECTIONS. 6. ALL THREADED PVC JOINTS SHALL BE MADE WITH TEFLON TAPE. PIPE DOPE 15 NOT AN ACCEPTABLE MATERIAL. 1. ALL CUTS IN PVG PIPING TO BE MADE WITH TOOL INTENDED FOR THAT USE AND ANY BURRED OR ROUGH EDGES TO BE SANDED SMOOTH AND PRIMED BEFORE JOINING PIPE. 8. ENDS OF INSULATION SHALL BE TAPED AT ALL FITTIN65. INSULATION SHALL BE CONTINUOU5 EXCEPT WHERE PENETRATING A FIRE BARRIER. a. PRE55L RE TEST ALL PROGE55 PIPING. COORDINATE TESTING PRESSURES REQUIRED WITH BIOMED TECHNICIAN PRIOR TO TESTING. SUBMIT TEST RESULTS TO GENERAL CONTRACTOR. 10. INSTALL ALL PLUMBING LINES BELOW ELECTRICAL EQUIPMENT IN HORIZONTAL R.O. CHASES. COORDINATE INSTALLATION IN FIELD WITH ELECTRICAL CONTRACTOR. KEYED NOTES: 11 Q R.O. PIPING DOWN WALL OR IN CHASE. Q INDICATES I" MEDICAL GRADE "GLEANPEX" TUBIN6 W/ I" INSULATION FOR RD. CIRCULATION AND TWO (2) 3/4" FLOWGUARD GOLD 5DR II ASTM 02846 CONCENTRATE LINES AND ONE (1) 3/4" FLOWGUARD GOLD 5DR II ASTM D2846 BIGARB LINE (TOTAL 4 PIPE-5). ALL R.OADROGE55 LINES SHALL BE INSTALLED IN STRIGT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL PIPING SHALL BE COORDINATED WITH EQUIPMENT LOCATIONS. ALL BALL VALVES, UNLESS NOTED OTHERWI5E, 5HALL BE A5AHI DUO -SLOG 21 WITH EPDM 5EAL5. 3Q R.O. PIPING ROUTED IN GASEVd . ® WATER HEATER NOT REQUIRED FOR R.O. SYSTEM. 5Q R.O. PIPING ABOVE CEILING. © CONFIRM ALL PLUMBING, MECHANICAL AND ELECTRICAL CONNECTIONS TO R.O. EQUIPMENT WITH OWNER PRIOR TO INSTALLATION. 7Q ALL EQUIPMENT TO BE PROVIDED AND INSTALLED BY OWNER EXCEPT DOMESTIC WATER HEATER, RECIRCULATION PUMP AND BACKFLOW PREVENTER. ® PROVIDE BALL VALVE FOR R.O. WATER. COORDINATE REQUIREMENTS WITH BIOMED TECHNICIAN. BALL VALVE FOR BIGARB ROOM SINK SHALL BE 8" ABOVE RIM OF SINK. Q R.O. PIPING TO BE SURFACE MOUNTED IN RE-U5E, BIGARB, It R.O. ROOMS. ® DROP R.O. LINE, BIGARB LINE, AND I GONCENTRATF LINE DOWN IN THE BIOMED ROOM. ALL OTHER LINES SHALL CONTINUE THE RUN OVERHEAD. Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 m Cn -lc C L >+ O O 4- 3 r1 +� L •r1 >� N O C z > C O ca O +•� U C UI O C rl +j U L. N O O C X ^ U O N asC N L L +J N O C E 4 O -11 N U 'O Q In aodu In sMW h" m add as ffr mfyad , ,h... =" m wft dbeana. of ffr mfyid diaabq ft dnnbq Is ffr F .0 ?a of AIM MUM W- I and la w* fa be a�aapbd%r or r ood Ina MN ba or adw projW Ydio be U U CM U L 0 C) Q Q � z � J cc O O r, N oC O Lu 00 O O LU r 0 � 0) ZH�X U �-1 c c OZ—CM o N � I— Q NM Q `. LL Z O U O J W T- It LO � U o z J LL m J 0 Z -j 'J Q W J J N -17 Lij N DRAWN BY: JSM DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. REV. REV. Sheet No. P-4 I\ � I \ I \ \ \ > / / / / m / lo, IN, \ loe rl /' ``\ // I o \\ I I I I �� //' \��I , \ I ,�f% Y / Yam` gyp. i p. \ RISER D I A6RAM - PLUMB I NCB S,4N I TARY SGALE : NONE / I / / I / / I / / / Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 Cz fA `e C L >+ O O 4-- a) 70 C c cc z O O i+ U O) C •j •r-I N O U L N O O C C X ^ O N U (� W d L C L }+ N O C E 4- O —1 N U a -0 tY► soda as .holed hwle ors void an Rr orw dessYq those soda on Nwft dWWAM ft � Is g aYwrlair a u» ~ dasYa The sa.- Y ON peoP.p of AM rALML W. oM is LPML In R Y not to 1psombe *dr kw Yd MA. doom =� wd ab eUw p�oJsd R Y A be U U COO iQ Q a � z � Q O O � N O W M O 0 W r I� O) m M H M M 0 0 Q O M _W - U- Q N 0� Q z O Q U O _1 W r LO M � U - o CCC _ z _ _I LL J m Q C)J Z J _erg= o Q oc U) C) J W N 0— W N D RAW N BY: JMH/JSM DATE: 03/ 12/ 13 1 PROJECT NO.1230 REVISIONS REV. REV. REV. Sheet No. P-5 PRE55LRE GAUGE SHUTOFF VALVE BYPASS UNION NORMALLY GL05ED PRV SET 65psig UNION-0—: GAUC�-7E UNIO� Ak I I\Y1 0-j STRAINER I I GAUGE / V5HUTOFF VALVE TRAINER HOSE BIBB FOR _ HOSE BIBB FOR DRAIN -DOWN = - DRAIN -DOWN MALVE��X I FLOW FLOW IA MAIN SLEEVE I T I SLEEVE PiZE55UiZE > -1O p5 i PRE55UiZE < -lO p5 i DO NOT INSTALL I NGOM I NCB NATER PRE55URE PRE55URE REDUG I NCB DEV I GE 15 LE55 THAN -70 IF PSI . DOMEST I G NATER SERV I GE ENTZANGE SGALE: NONE IN -LINE PUMP UNION UNION STRAINER CHECK VALVE BALL VALVE BALL VALVE NGENTRIG REDUCERS r4'N T-T'-P. IN -LINE PUMP DETAIL �(b SGALE: NONE FLUSH TOWARD OPEN 51DE OF SPACE 17" WATER CLOSET DRINKING FOUNTAIN % 8 � a f min. NE E E -(Oil- Max. REFERENCES: CODE OF FEDERAL REGULATIONS 28 GFR PART 36, CHAPTER 6 AN51 A.117.1, CHAPTER (5 - LATEST APPL I GABLE EDITION U.S. ACCESS BOARD ADA AGGE551 BI L I TY GUI DEL I NE5, SECT) ON 4 NOTES: I. SEE ARCHITECTURAL DRAWINC75 FOR GRAB BAR AND OTHER ACCESSORY LOCATIONS. 2. PROVIDE OFFSET WASTE PIPE FOR LAVATORY. 3. PROVIDE INSULATION FOR LAVATORY WASTE AND WATER PIPING EQUAL TO TRUEBRO LAV GUARD 103 OR LAV SHIELD. TYP I GAL HAND I GRP FIXTURES, SCALE: NONE MA57ERFLOW RL5G3 MINI -VENT LOUVERED GRILLE. COORDINATE COLOR WITH ARCHITECT. RECE55 BOX IIC1� I fi�[hfJ / / / / / AAV REGE55 BOX INSTALLATION SCALE: NONE —T' SEE PLAN FOR PIPE 51ZE5 10 WHERE WATER HEATER5 ARE INSTALLED IN LOCATIONS WHERE LEAKAGE OF THE TANK5 OR CONNECTIONS WILL CAUSE DAMAGE. THE WATER HEATER SHALL HAVE A DRAIN PAN WITH A MINIMUM THICKNESS OF 24 6A6E.- FIN15HED FLOOR THERMAL EXPANSION TANK P 4 T RELIEF VALVE PIPE FULL 51ZE TO FD OR OUTSIDE DIELECTRIC UNION (TYP) WATER HEATER DRAIN VALVE FULL SIZE TO FD OR MOP SINK WITH AIR GAP —1 " TO FD OR MOP SINK WITH AIR GAP HIGH -IMPACT PLASTIC EQUIPMENT PAD OR 5TEEL FRAME. SEE NOTE-5 AND 5PEGIFIGATION5 ON P-1 FOR EXACT REQUIREMENTS. NOTE: THIS DETAIL 15 DIAGRAMMATIC ONLY, REFER TO MANUFACTURER'S RECOMMENDATIONS FOR PIPING CONNECTIONS. ELEGTR I G HATER HEATER P I P I N6 DETAIL SCALE: NONE 2" WA5EE VERTICAL WITH GLEANOUT ROUTED TIGHT TO WALL. COORDINATE VERTICAL DRAIN TO BE ROUTED IN LEAST VISIBLE LOCATION IN MILLWORK. ROUTE IN51DE WALL WHERE POSSIBLE. NOTE: ACTUAL DE516N CONDITIONS MAY BE 5L I &HTLY DIFFERENT THAN DEPICTED ABOVE. ALL R.O. BOXE5 SHALL BE CONNECTED WITH 2" DRAIN PIPES. OPEN HUB V--T R GAP R.O. DISPOSAL DETAIL. SGALE: NONE Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 Cz U) -le C L >, O O 4- —1 3 •rl +� U O C > C Ri z O Q O �+ C.) 0) C C rl fn C i-+ /Y+ 4 W 7 LL U L O O C C X ^ 4+ O N LL U •ri f� fA N L C L +j d O C E 4- O •rl N U "6 M Mw oodt w st bid bwb � vdd an tlr dd'a"dgtltl bWdw d tlw owd vlwd S. d� prkd to rn.I - I bthe p-p b'orALEc w-0 as r � �to ws�� a.�maap.a r� .na. not ft be and m wV ~ piolaL R ►dto 6e U Cli U � Q � Q a o_ I H Q CC 0o J O O I, N O W 00 O O= W r 0 I- O m Z Q (") c'M X U 1-+ 1- (") c ) O Z — CM J Or- LO H X ti Q N m Q lai z O Q U O J W .- LO CM V 0 CM U) z _ J J LL Q m U) > :5 T- vJ C) _ J N Z Z CIL N DRAWN BY: JSM DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. REV. R EV. Sheet No. P-6 Cz (n Y C L. `O H +-+ L. -H >1 a) io C Z C Cv O O U a) +� C C '-I —1 Cd 7 U O L. Cn N O C X ^ C) O N L.L U •r•1 CO N N L C L ++ N O C E " O •r-1 N v 'a -0 7M soda a dobd Mfh aA void an the "VIddb��tl rdb of 1M orwotwd of to Pb* to dhwobs of tlgo aid Z;;9;-M6 ' 7M &- In b IM pnpaCpr of ALEX rAWN4, W. and to not to M oopbd or Capod:wd h oMb MM Ir =IdrA GjWL a ft.V* Ydto M U U N Q eM O Q M d � H 3'-10" MAX J O O � N O O W M O W r 0 N O 1-1/2" GOLD WATER INLET j Cr-m 1 � Z Q M co X U Q Z CO('M CO LO IC) H J O X Q N m Q I¢i DIAL GONNEGTION BOX PRESSURE GAUGE Z HOSE END PROVIDED BY O GONNEGTOR lN/ PLUMBING DIAL I—I/2" WATTS OOa M2QT \/AGUUM BREAKER CONTRACTOR TEMP RPZ WITH AIR GAP NO. HUTOFF \/AL\/E GAUGE aOa AG—G Q 000 STRAINER ROUTE TRAPPED Q DRAIN TO ROUTE AIR GAP J GODS-APPRO\/ED DISCHARGE TO It NEAREST DRAIN w \/ENT. 1/2" BV WITH H05E LO Q ADAPTER AND • co I-1/2" MXF DIELEGTRIG UNION FOR CONNECTION BY OTHER5. ♦ ^ (, - CM BF � THREADED HOSE GAP BALL '— J 112 "G y� VALVE v J Q(TYP) BALL VALVE J < 0 J GHEGK AQUA � � z J VALVE B005T \ _ UNIT Q /< 6OULD5 B005T J PUMP PROVIDED W BY WATER GOPPER _ N TREATMENT UNION (TYP) T EQUIPMENT Z SUPPLIER NOTE: NOTE: ALL PLUMBING VALVE5 TO BE ALL GOMPONENT5 SHOWN ARE PROVIDED FULLY Z 5YMMON5. U5E LIQUID FILLED A55EMBLED BY WATER TREATMENT 5Y5TEM PROVIDER 0— GAUGES. EXCEPTING THE BAGKFLOW PREVENTOR PIPING A5 5HOWN. w ('2' GONNEGT I ON BOX INSTALLATION I R.0 . ROOM P I P I NCB N SCALE: NONE P- I SGALE: NONE �ad�:lirf�r S• Y L tv u ,, .53 Ft I D RAW N BY: JSM DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. REV. REV. Shepherd, Harvey & Associates, Inc. Sheet No. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Audi. No. 28961 P-7 770-495-4007 FAX 770-495-7112 Project Number: 13-017 HVAG LE6END TYPE AM-1 EQUIPMENT DE516NATION TAG QT THERMOSTAT 05 I WALL 5114ITGH xGEILIN6 DIFFUSER zRETURN GRILLE zEXHAUST GRILLE TA /-r51ZE �10 450 AIR DISTRIBUTION DESIGNATION \_GFM 51DENALL REGISTER i MOTOR OPERATED DAMPER i MANUAL OPERATED DAMPER TURNING VANES OSMOKE DETECTOR �-- TRANSFER OPENING SIZE INEW DUCTWORK AFF ABOVE FINISHED FLOOR DB DRY BULB GFM CUBIC FEET PER MINUTE DDG DIRECT DIGITAL CONTROL EF EXHAUST FAN EAT ENTERING AIR TEMPERATURE ENT ENTERING WATER TEMPERATURE ESP EXTERNAL 5TATIG PRESSURE IN. W.G. INCHES WATER GAUGE LAT LEAVING AIR TEMPERATURE LNT LEAVING WATER TEMPERATURE OA OUTSIDE AIR RA RETURN AIR NB NET BULB GONTROL SEGUENGE I. AIR HANDLING UNIT THERMOSTATS ARE TO BE PROGRAMMED SUCH THAT EVAPORATOR FANS RUN GONTINUOUSLY DURING OGGUPIED PERIODS. FAN5 ARE TO CYCLE DURING UNOCCUPIED MODES. 2. EXHAUST FANS NOTED IN THE FAN SCHEDULE AS GONTROLLED BY TIME GLOGK ARE TO RUN GONTINUOU5LY DURING OCCUPIED PERIODS. SERVI GE GONTRAGT A TWELVE (12) MONTH HVAG SERVICE GONTRAGT SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO THE COMPLETED DIALY515 FACILITY, BEGINNING AT THE DATE OF THE SUBSTANTIAL COMPLETION. THE SERVICE CONTRACT SHALL BE PERFORMED BY THE SAME MECHANICAL 5UB GONTRAGTOR THAT INSTALLED THE HVAG SYSTEM. AT THE END OF TWELVE (12) MONTHS THE MECHANICAL SUB CONTRACTOR SHALL OFFER THE FACILITY ADMINISTRATOR AN EXTENSION OF THE SERVICE CONTRACT. THE GENERAL CONTRACTOR SHALL NOT RECEIVE FINAL PAYMENT UNTIL THE OWNER AND ARCHITECT ARE IN RECEIPT OF A HVAG TEST AND BALANCE REPORT PERFORMED BY AN INDEPENDENT NEBB OR AABG TEST AND BALANCE ACEENGY. SPLIT SYSTEM HEAT PUMP UNITS SGHEDULE MODEL MIN. MAX GROSS GOOLI N6 CAPACITY HEATING CAPACITY TOTAL SENS E.A.T. O.A T. � AUX. kW ® ACT. REV. CYCLE 0 GOP MARK MANUFACTURER ) GFM IN' G G.. A HP REMARKS (MBH) (MBH) DB/WB DB( F) VOLTAGE 47 (MBH) HH TRANS GAT A � 422 1400 .5 2-5 1/2 40.5 32.0 80/67 105 13.0 10.80 ® 208V 3-1.6 3.5 OI O2 O®O5 ©O®® A-UI HP-2/ TRANE 4TWA3042 / 1400 .5 Iq0 1/2 40.6 32.0 80/67 105 13.0 10.80 ® 208V 37.6 3.5 AHU-2 GAM5AOG42 TRANE A304 1400 .5 345 1/2 40.8 32.0 80/67 105 15.0 10.80 ® 205V 37.6 5.5 OI O2 O3 ®O5 ©O®® AHU33 GAT 42 TRANE 42 / 1400 S 125 1/2 40.8 32.0 80/67 105 13.0 10.80 ® 208V 37.6 3.5 AHU-4 GAM�5 TRANE 4T 5048 1600 .5 CIO 1/2 48.1 35b 80/67 105 15.0 14.40 ® 208V 43.5 3.5 OI O2 O3 ®O©O®® AHU55 TRANS 1600 .5 120 1/2 48.1 35.6 80/67 105 13.0 14.40 ® 208V 43.5 3.5 AHU66 6ATG60 TRANE 4THA3 30 / 1000 .5 135 1/3 2q.3 22.6 50/67 105 13.0 7.20 ® 20&V 25.0 3.4 AHU-T7 TRANE OG60 1600 .5 165 1/2 48.1 35b 80/67 105 15.0 14.40 ® 205V 43.5 3.5 APU88 GAT lD PROGRAMMABLE ELECTRONIC THERMOSTAT, MODEL O AUXILIARY DRAIN PAN WITH FLOAT 5WITGH. ® LOW AMBIENT GOOLING KIT TO 40 DE6REES F. TRANS TGONT 800 © FILTER RACK 1�2 GOMPRE55OR ANTI-GYGLE CONTROLS. ® APPORVED MANUFACTURERS; GARRIER AND TRANS. O SMOKE DETECTOR IN SUPPLY AIR DUCT. Q ANY ACCESSORIES REQUIRED FOR PROPER OPERATION INGLUDIN6 FILTER/DRYER, WIND BAFFLES, AND LIQUID ® SINGLE POINT CONNECTION WITH THERMAL OVERLOADS LINE SOLENOID VALVE. AIR DISTRIBUTION DEVIGES MARK MANUFAGTURER MODEL TYPE DUTY COLOR MATERIAL VOLUME DAMPER REMARKS A TITUS TM5-I5 LOUVER SA WHITE STEEL NO 24x24 PANEL SIZE W/ FACE INSULATION BLANKET B TITUS 5OF ALUMINUM E66GRATE EXH WHITE ALUMINUM YE5 51ZE AS INDICATED ALUMINUM 24x24 PANEL SIZE; G TITUS 5OF EGGGRATE RA WHITE ALUMINUM NO E66GRATE FACEW/TRAN5ITION TO NEGK/RUNOUT LISTED. EXHAUST FANS SGHEDULE MARK TYPE MANUFACTURER MODEL GFM E.5.P. MAX' MOTOR HP MAX 5ONE5 DRIVE NEI6HT VOLTAGE CONTROLLED BY REMARKS OR NATT5 EF-I CENTRIFUGAL 6REENHEGK 68-081 475 0.575 1/6 HP Ilea BELT 75 L55 GOORD. W/ELEG. O OO© EF-2 GEILIN6 GREENHECK 5P-AcI0 50 0.250 35 N 5.0 DIRECT - GOORD' W/ELEG. 0 003 ®© EF-3 GENTRIFUGAL 6REENHEGK 6-Oq0 400 0.375 1/15 HP 7.5 DIREGT 75 L55 GOORD' W/EL.EG. ID OI DISCONNEGT 5WITGH. ® GEILIN6 GRILLE. © BAGKDRAFT DAMPER. ® ROOF GAP OR WALL GAP AS INDICATED. IO INTERMATIG MODEL FF15MG WALL O2 RUNS CONTINUOUSLY. O ROOF CURB. O DIGITAL TIMEGLOGK. COORDINATE ® PROVIDE INDUSTRIAL EPDXY POWDER TIMER 5WITGH. O3 SPEED CONTROL. HOURS WITH FACILITY ADMINISTRATOR. COATING ON ALL PARTS IN AIRSTREAM. SPLIT SYSTEM GOOLIN6-7 UNIT SGHEDULE GRO55 COOL I N6 CAPACITY MARK MANUFACTURER MODEL GFM VOLTAGE REMARKS TOTAL SENS E.A.T. O.A.T. (MBH) (MBH) DB/HB DB(eF) SEER GU-1/ MITSUBISHI PUY-Al2NHA/ 425 12.0 q.0 60/67 q5 13.0 SEE ELEG. Oj 003 ®0 AHU-q PKA-Al2HA DN65. OI ADVANCED MICROPROCESSOR CONTROL. 0 LOW AMBIENT CONTROLS. O PROGRAMMABLE THERMOSTAT O2 CONDENSATE DRAIN PUMP. ® SINGLE POINT CONNECTION. ELEGTR I G HEATERS SGHEDULE MARK TYPE MANUFACTURER MODEL HEATING STAGES GFM FA HP ELEG. REMARKS CAPACITY EH -I UTILITY QMARK WHT-500 500 W I -- I/100 SEE ELEG. 1 2 3 4 00�0 DW65 SEE EH-2 GEILIN6 QMARK QGH-1151 IS KW 1 -- 1/100 ELEG. DW65 Q REGE55ED MOUNTING KIT. O DISCONNECT 5WITGH. 3O AUTO -RESET THERMAL OVERLOADS. ® THERMOSTAT (2-5TA6E IF REQ'D). MEGHAN I GAL SPEG I F I GAT I ONS AND NOTES 1. ALL MECHANICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA MECHANI GAL CODES WITH APPLICABLE STATE AMENDMENTS, THE STATE ENER6Y CODE, NFPA c1OA, NFPA 101 AND ANY LOCAL ORDINANCES. 2. ALL MECHANICAL EQUIPMENT REQUIRING ELEGTRIGAL POWER SHALL BE INSTALLED WITH V15CONNEGT 51,4ITGHE5 AT EACH PIECE OF EQUIPMENT. COORDINATE 5WITGH REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ELECTRICAL REQUIREMENTS. 3. THE SMOKE DETEGTOR INDICATED ON THE DRAWINGS SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND 516NAL THE BU I LD I N6 FIRE ALARM SYSTEM (IF APPL I GABLE). IF THE BUILDING HAS NO FIRE ALARM SYSTEM, THE DETECTOR SHALL CAUSE AN AUDIBLE AND VISUAL ALARM IN A NORMALLY OGGUPIED AREA. 4. ALL SUPPLY AND RETURN DUCTS SHALL BE GERTAINTEED (ULTRA*DUGT FIBERGLASS DUCT SYSTEM, TOU6H6AURD DUCT BOARD) OR EQUAL. FABRIGATION AND INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH AMERICAN INSULATION MANUFAGTURERS' AS50GIATION'S FIBROUS 6LA55 DUCT CONSTRUCTION STANDARDS, AND TO THE FIBER6LA55 DUCT BOARD MANUFAGTURER'5 RECOMMENDATIONS. CLOSURE SYSTEM SHALL BE ONE OF THOSE L 15TED BY THE DUCT BOARD MANUFACTURER AND GOMPLY WITH THE REQU I REMENT5 OF UL181-A/P, UL181-A/H, OR UL161-A/M. APPLICATION SHALL COMPLY WITH PROGEDURE5 SPECIFIED IN THE MANUFAGTURER'5 INSTRUCTION SHEETS. REINFORCEMENT, HANGING AND DETAILS GOVERNING THE INSTALLATION OF OTHER AGGE55ORY ITEMS SHALL BE IN COMPLIANGE WITH THE LATEST EDITION OF THE NAIMA FIBROUS 6LA55 DUCT GON5TRUGTION STANDARD, AND AS SPECIFIED BY THE FIBER6LA55 MGT BOARD MANUFACTURER. 5. REFRIGERANT PIPING SHALL BE TYPE L GOPPER TUBING WITH BRAZED JOINTS. 5UGTION PIPING SHALL BE INSULATED WITH 5/4" CLOSED CELL INSULATION. ALL JOINTS AND SEAMS SHALL BE SEALED WITH ADHESIVE. REFRIGERANT PIPING PASSING THROUGH FLOORS SHALL BE ENCLOSED IN A CONTINUOUS FIRE RESISTIVE PIPE SHAFT HAVING NO OPENINGS INTO FLOORS NOT SERVED BY THE REFRIGERATING SYSTEM, AS REQU I RED BY LOCAL CODE AUTHORITIES. THE PIPE SHAFT SHALL BE VENTED TO THE OUTDOORS. 6. FLEXIBLE DUCTWORK SHALL BE FLEXMA5TER TYPE 3 OR EQUAL, SAME 51ZE A5 DIFFUSER NECKS, MAXIMUM 6-0" LONG. FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE, AND SHALL BE ROUTED AND SUPPORTED WITHOUT FORMING CRIMPS OR OTHER AIR FLOW RESTRICTIONS. 7. GONDEN5ATE FROM ALL AIR COND I TI ON I N6 EQUIPMENT SHALL BE TRAPPED AND ROUTED TO THE NEAREST DRAIN. GONDEN5ATE PIPING SHALL BE SCHEDULE 40 PVC. PROVIDE GONDEN5ATE PUMP IF REQUIRED COORDINATE POWER REQUIREMENTS. PUMPS SHALL BE MOUNTED WITHIN OVERFLOW PANS. 8. AFTER CONSTRUCTION, THE ENTIRE HVAG SYSTEM SHALL BE TESTED, ADJUSTED, AND BALANCED BY AN INDEPENDENT NEBB OR AABG TEST AND BALANCE A&ENGY TO DELIVER THE AIR AND WATER QUANTITIES SHOWN ON THE DRAWINGS. PROVIDE FOUR (4) COPIES OF REPORT TO ARGHITEGT. q. MOUNT THERMOSTATS AND WALL SENSORS 48" AFF UNLESS NOTED OTHERWISE. 10. MANUAL OVER -RIDE CONTROL (EMER6ENGY SHUT -DOWN) SWITCHES FOR ALL NEW HVAG UNITS SHALL BE LOCATED ADJACENT TO FIRE ALARM ANNUNCIATOR PANEL OR OTHER LOCATION APPROVED BY LOCAL AUTHORITY HAVING JUR15DIGTION IN ACCORDANCE WITH NFPA qOA 4-2. 11. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARGHITEGT PRIOR TO ORDERING ANY EQUIPMENT OR IN5TALLING ANY DUCTWORK OR PIPING. 12. ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AGGORD I N6 TO MANUFACTURER'S RECOMMENDATIONS. 13. ALL MECHANICAL EQUIPMENT, SYSTEMS, PARTS AND LABOR SHALL BE GUARANTEED FOR A PERIOD OF FIVE YEARS. 14. SHEET METAL SUPPLY, RETURN, 4 OUTSIDE AIR DUCTWORK SHALL BE INSULATED WITH 2" THICK FIBERGLASS DUCT INSULATION WITH FOIL VAPOR BARRIER, U.L. LISTED, MINIMUM R-6. 15. ALL PIPING SHALL BE SUPPORTED BY THE BU I LD I N6 STRUCTURE AND SHALL NOT REST ON GEILIN6 TILES OR GEILIN6 STRUCTURE. PIPING HUNG FROM JOISTS SHALL BE HUNG FROM THE TOP CHORDS OF THE JOISTS. 16. PRIOR TO PURCHASING ANY MATERIALS OR STARTING ANY NORK, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DUCTWORK AND PIPING 51ZE5 AND LOCATIONS, EQUIPMENT, ETC. SHOWN ON THE DRAWINGS OR AFFECTING THE WORK AND SHALL REPORT ANY DEVIATIONS TO THE ARCHITECT. 17. ANY EXISTING WALL, FLOOR, OR GEILIN6 SURFACE THAT 15 DISTURBED DURING THE GOUR5E OF THE WORK SHALL BE REPAIRED. 18. LOCATIONS OF DUCTWORK, GRILLES, REGISTERS, AND DIFFUSERS SHOWN ON THE DRAWIN65 ARE APPROXIMATE. COORDINATE EXACT LOCATIONS WITH ARCHITECT AND OWNER. 1q• INSTALL OUTDOOR AIR CONDITIONING EQUIPMENT LEVEL ON 4" THICK REINFORCED CONCRETE PADS EXTENDING MINIMUM 8" BEYOND UNIT PERIMETER. SEE ARGHITEGTURAL DRAWING FOR EXACT LOCATIONS. 20. A5-BUILT DRAWINGS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION INDIGATIN6 ALL FIELD GHAN&E5 AND REVISIONS TO EQUIPMENT, DUGTWORK, PIPING AND CONTROLS. THESE DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT UPON COMPLETION OF THE PROJECT. 21. THE CONTRACTOR SHALL PREPARE TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR THE PROJECT FOR THE OWNER'S USE. THE CONTRACTOR SHALL AL50 INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL SYSTEMS AND THE MAINTENANCE REQUIRED. 22. ALL REQUIRED CONTROL WIRING NOT SHOWN ON THE ELECTRICAL DRAWINGS SHALL BE INCLUDED AS PART OF THE MECHANICAL WORK. WIRING IN HVAG PLENUM SPACES SHALL BE INSTALLED AGGORDIN6 TO CODE REQUIREMENTS. EQUIPMENT SHALL BE CONTROLLED AS I ND I GATED ON THE DRAW I NG5. 23. EQUIPMENT SHALL BE CONTROLLED BY RESPECTIVE INDIVIDUAL PROGRAMMABLE THERMOSTATS, OR A5 OTHERWISE SPECIFIED. 24. INDOOR AIR GONDITIONING EQUIPMENT SHALL BE INSTALLED WITH AUXILIARY CONDENSATE DRAIN PAN5 UNDER UNITS WITH FLOAT SWITCHES. INSTALL MINIMUM 4' X 4' X 3/4" THICK PLYWOOD SERVICE PLATFORM ON UNIT SERVICE 51DE OF UNITS LOCATED IN ATTIG 5PAGE5. 25. ALL PIPE PENETRATIONS OF FIRE AND/OR SMOKE -RATED ASSEMBLIES SHALL BE F I RE -STOPPED AS REQUIRED TO RESTORE ASSEMBLY TO ORIGINAL INTEGRITY. FIRE BARRIER PRODUCTS SHALL BE AS MANUFACTURED BY 3M CO., GP25 CAULK, G51c15 COMPOSITE PANEL, F51cI5 WRAP/STRIP, OR P55 7g00 SERIES SYSTEMS AS RECOMMENDED BY MANUFAGTURER FOR PARTICULAR APPLICATION, OR EQUIVALENT SYSTEM AS APPROVED BY LOCAL CODE OFFIGIAL5. CaU)-1.1c C L. o � � L. N � C C fSS z> 0 o C-) C ++ C:a cn C +� U L. fA U O o C x ^ +r o U Li U •r•I C L C L _ +� (1) o C E 4- 0 H N U 'C -0 71» codes as dried herb am voila an go a1° a'dq.d u� codes'�on -w died rule d a 7M draebq b Ur prapaly d ALIX 11GU8 L ND. pal ow R Y p�dcopied Rpo�, Nw h..b o In ale _nc1p1 ed �v.ed * dda p�opd. R Y b be U U) U W Q co U M i M Qa Q 0 F_q � Q ao OC O W 00 O 0 O Z Q M M X 0 1--1 F- M M LO _j Q O M Ln 1--1 J N X QN M Q - LLi Z 0 Q U 0 _1 r M C) o z J L.L J _erg= Z Fj J W _ N Z W N DRAWN BY: SS DATE: 03/ 12/2013 1 PROJECT NO.1230 REVISIONS REV. REV. REV. Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 Sheet No. M-1 Ca 0) 1 C t- o —1 a-+ L •r•I >, O O C > Z C RS O O U �-+ C O r fn C +� ri cz 7 U O L cn O O C X C: ^ O O C f� fn N Z L C L OUTSIDE � I � G�LGU��T I Oil (INT'L ++ O O C E " O H N U O Tho oodw s .meal hwb we vaN = t o d, q.a�u = d e» o r —oy of ft d�w'w' of to Tho diaorp r tlr papwdr d MAX @e01�Kme11C. ad Y ed 1p M wpmd x npedro�d 1 Mdo Y ooM OY'db Nr�Rpapo� OW R M U U) �--j U N Q M U co Q co Q < o Q cr O J O O I, N 0 m O W 00 O W r CD f- Q) m f- Z Q M M XU e--@ H C') C'7 ch m -j Q O _� " J r X n CV m Q LaL Z O Q U O J r w LLO cr) V Q CM ♦♦—^ Z J -i v, J Q 0 J �— Q Z J Fn Q LLJ v) 0 i- J J W = N oC �..�..� N o. 3 6 �9 ,Y^� l .. •s `' � ice' ,.� �., DRAWN BY: SS DATE: 03/ 12/2013 PROJECT NO.1230 REVISIONS REV. REV. REV. Shepherd, Harvey & Associates, Inc. Sheet No. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 M-2 M�G�+. GODS - T���� 40� .�) OGU11'ANGY O.A. GFM/PERSON REQb. # OCCUPANTS O.A. GFM/S.F. REQb. ACTUAL S.F. O.A. GFM REQb OFFICES 20 � - - 140 ��U- I LOUNGE 15 6 - - q0 STORAGE - - 0.15 145 22 23 CORRIDOR - - 0.05 460 TOTAL GFM REQb. 2�5 TOTAL O.A. GFM FURNISHED 2l5 OCCUPANCY O.A. GFM/PERSON REQb. # OCCUPANTS O.A. GFM/S.F. REQb. ACTUAL S.F. O.A. GFM REQb EXAMS 15 10 - - 150 �cHU-2 OFFICES 20 I - - 20 CORRIDOR - - 0.05 320 I6 TOTAL GFM REQb. 186 TOTAL O.A. GFM FURNISHED IQO OCCUPANCY O.A. GFM/f'ERSON REQb. # OCCUPANTS O.A. GFM/S.F. REQb. ACTUAL S.F. O.A. GFM REQb WAITING 15 23 - - 345 ��U-3 TOTAL GFM REQb. 345 TOTAL O.A. GFM FURNISHED 345 OCCUPANCY O.A. GFM/PERSON REQb. # OC.GUPANTS O.A. GFM/S.F. REQb. ACTUAL S.F. O.A. GFM REQb OFFICES 20 3 - - 60 ��U-4 TREATMENT 15 3 - - 45 STORAGE - - 0.15 I10 17 TOTAL GFM REQb. 122 TOTAL O.A. GFM FURNISHED 125 OCCUPANCY O.A. GFM/PERSON REQb. # OCCUPANTS O.A. GFM/S.F. REQb. ACTUAL S.F. O.A. GFM REQb TREATMENT 15 6 - - QO ��U-� TOTAL GFM REQb. QO TOTAL O.A. GFM FURNISHED q0 OCCUPANCY O.A. GFNVPERSON REQb. # OCCUPANTS O.A. GFM/S.F. REQb. ACTUAL S.F. O.A. GFM REQb llllI I TREATMENT 15 8 - - 120 �nv-� TOTAL GFM REQb. 120 TOTAL O.A. GFM FURNISHED 120 IGC.UPANGY O.A. GFNVPER50N REQb. # OCCUPANTS OA. GFM/S.F. REQb. ACTUAL S.F. O.A. GFM REQb RO/81GARB/STORAGE - - 0.15 -150 113 ���-� BIOMED 20 I - - 20 TOTAL GFM REQb. 133 TOTAL O.A. GFM FURNISHED 135 OCCUPANCY O.A. GFM/f�ER50N REQb. # OCCUPANTS O.A. GFM/S.F. REQb. ACTUAL S.F. O.A. GFM REQb TREATMENT 15 II - - 165 ��U-8 TOTAL GFM REQb. 165 TOTAL O.A. GFM FURNISHED 165 fi�00� �001� 5Gf-E�1�U�� MARK. MANUFACTURER MODEL DIAMETER A�` GFM (IN. W.GJ REMARKS RH-I GREENHEGK GRSI-20 30" 4.43 1445 0.08 lOO2 O3 OI 12" HIGH INSULATED ROOF CURB 2O INSECT AND BIRD SCREEN O3 PAINT TO MATCH ROOF ATT I G PLAN - MEGHAN I GAL M-3 )5GALE: 1 /8" = I '-O" 6ENERAL NOTES: I. PROVIDE LOW-L.FAKAGE MOTOR OPERATED DAMPERS OZI15KIN CDR25 W/ BLADE SEALS AND RJ-24-MOD ELECTRIC ACTUATOR AT 24V, DAMPER TO PAIL IN OPEN POSITION) FOR SUPPLY AND RETURN DUCTWORK TO ALL PD-HHD ROOMS. INTERLOCK WITH WALL SWITCH TO DRIVE BOTH DAMPERS 100% CLOSED WHEN SWITCH 15 IN CLOSED POSITION AND 10096 OPEN IN OPEN P051T10N. PROVIDE LABEL AT SWITCH TO READ AS FOLLOWS; DURING PO EXCHANGE PROCEDURE, TURN SWITCH TO THE CLOSED POSITION TO SHUT OFF AIRFLOW. SWITCH TO REMAIN IN THE OPEN POSITION AT ALL OTHER TIMES. SPRINKLER RISER' I ;i PD-HHD STORAGE Bi-1 PD-HHD OFF.I O P.D.-N.H.D. EXAM og -- T x TO AHU-I — CORRIDOR 7 . I: j� -r r N m [EM]I ►y �rr.�l•.aai �i� i/- I Li 0 P.D.-H.H.D. EXAM r-ter-� TO F.E. 1:1 KEYED NOTES: _// Y Y I BU51NE55 OFFIGE II 7 os A' I 10 - - 270 4 WAITING of 0 6" 4V EXHAUST DUCT TO ROOF GAP. 02 1OA2 EXHAUST DUCT UP TO EF-I ON ROOF. TRANSITION TO CURB IN R15E. 30 IOxIO EXHAU5T DUCT UP TO EF-5 ON ROOF. TRAN51TION TO CURB IN R15E. FAN SHALL ONLY BE OPERATED DURING DRY ACID MIXING PROGESS. CENTER EXHAUST GRILLES ABOVE ACID AND BIGARB MIXERS. ® 11/4" CON11?EN5ATE TO P-TRAP ABOVE CEILING. 5EE PLUMBING DRAWINGS FOR EXACT LOCATION. 5Q ROUTE I" CONDEN5ATE TO MOP 51NK. TIMEGLOGK FOR EXHAUST FAN5 EF-I. TIMEGLOCK 5HALL BE MODEL INTERMATIG ET274G. 7Q SUPPLY/RETURN DUCT UP TO ATTIC, SPACE. 5EE DRAWING I/M-3 FOR CONTINUATION. 5UPPLY/RETURN DUCT DOWN TO GEILING 5PAGE. 5EE DRAWING 2/M-3 FOR GONTINUATION. Q 18" (P OUT5IDE AIR DUCT UP TO GRAVITY VENTILATOR ON ROOF. ROUTE OUTSIDE AIR DUCT A5 HIGH A5 P0551BLE. IF ,0./'� m FAG. ADMIN. 12E P.T.-3 zs 1 m I�� :ter: 1i* rl " 1� P.T.-I I I P.T.-2 02 Z8 TO AHU-5_Ali .E. ■ _ ■ _ ■ _� r .w r .ice■ _� ■ -!5rM-_' E-11M 0F*;TORAGE z I 10 I- k1111' �0• • loo 88 TO AHU-8 T ,�245 TREATMENT 5 2-I 22 -----------�--_J L---1---1---L--- Jv0 b 'III II L 2-4 o77 ■��_ PREP. '�� 11111�16 o -10 2 FLOOR PLAN - MEGHAN I GA M-3 5GALE: 1/8" = I'-O" • no CU fn Y C L. >, O O 4- -A 3: •ri +� L •r-1 >, C > a ca z O O + U C+ ri rI fd 7 Cr U L. Cf)C O O X ^ O N U (n N L. L C L. +-+ m O RO O Mq M ft pgwW of AM IIOU9F1, rtc ad Y not Ito be0000 x�Orl ti ■hol■ Vie■ iwdWN ��aq J. F*O. It LCil.db 6■ U 4-0 U Q M V co 0 O M Q a � Z CD J O O 0 N O LJJ 00 O O LLJ Zco Q CM C'0 X C.> H I— co co O Z .-. C'M LO J Or- Lo H X NM Q ..� LQi z O Q CU O w T � CM V Q M _ zJ-j m Q �— Z J _erg= �Q U) o Wcr- CL J W = N IL w N DRAWN BY: SS DATE: 03/ 12/2013 PROJECT NO.1230 REVISIONS REV. REV. REV. Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 Sheet No. M-3 AIR FLOW/ FLEX CONNECTION AIR HANDLER �i 811 GMU BLOGK5 (TYP) AIR FLOW REFRIGERANT PIPING AUXILIARY GOND. PAN GONDEN5ATE DRAIN W/ 3" MIN. TRAP HORIZONTAL. AIR HANDLER DETAIL. M-4 SGALE: NONE CONTROL ROD 5ET 5GREW 5PL I TTER DAMPER BLADE LENGTH EQUAL TO 3/4 "All WIDTH ((511 MIN) MAIN BRANCH TYP. 5PL I TTER DAMPER DETAIL. SGALE: NONE a TYPICAL SPIN -IN FITTING W/EXTRACTOR 4 DAMPER TYPICAL SHEET METAL DUCT RUN OUT -7 5AME 51ZE A5 D I FFU5ER NECK TYPICAL FLEXIBLE DUGTWORK SAME 51ZE A5 DIFFU5ER NECK (MAXIMUM LENGTH 6 -011) AN ICI �I�I� !`x: BRANCH DUCT AIR FLOW PROVIDE FACTORY IN5TALLED R-6 FOIL -BACKED MOLDED I 11 1 INSULATION BLANKET ON BACK OF DIFFUSER NOTE: MINIMUM 2'-0" BETWEEN TAKE OFF 5 ('2'N T`rF. FLEX TAKE OFF DETAIL ��M-4SGALE: NONE GONDENSIN6 UNIT 8" MIN. LIFTING LUG (TYP) (2) .3(//6110k" BOLT (TYP) #14x1�1h" 5GREW AND WASHER (TYP) ----------------- RM GLIP (TYP) 4" THICK CONCRETE PAD GRADE GONEN51N6 UNIT SHALL BE TIED DOWN U51N6 RM GLIP5 SECURED TO A CONCRETE 5LAB WITH ONE (1)#14XV2" 5GREW AND WA5HER EACH, AL50 SECURED TO THE GONDEN51N6 UNIT WITH TWO (2)%6"Alell BOLT5. U5E FOUR GLIP5 PER GONDEN5ING UNIT TOTAL, FOR GONDEN51N6 UNIT5 UP TO 4811x4811x45". THI5 DE516N MEET5 THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CHAPTER 501.15 (WIND RE515TANGE), A5GE 7-q8 (150 MPH), AND 55GG1 FOR GROUND -MOUNTED APPLIGATION5. GONDENSIN6 UNIT TIE -DOWN DETAIL SGALE: NONE El ECTRIG CONDUIT GUIDE GALV. TURNBUCKLE CAB ROOF R161D CONDUIT TO ACCOMMODATE ELECTRICAL WIRES GRAVITY BAGKDRAFT DAMPER (2) 3/811 STAINLESS 5TER BRAIDED GABLE GAP 5EE NOTE-5 5/811 6ALV. EYE I BOLT 4............... ................. I-- ........... FULL 51ZE OF DAMPER 5UPPLIED WITH ROOF VENTILATOR i7r: U NOTE5: I. MMEET L PREFAB. RTAL EQUUliktRB D FOR UIRE HOOD JAO� INTSAND RIGID I IN5TALLATION. 2. 51ZE OF DUCT THROUGH ROOF SHALL NOT BE LARGER THAN CURB 5UPPLIED WITH ROOF VENTILATOR. 3. RUN POWER LINE THROUGH CLEARANCE HOLE PROVIDED IN 6RAV I TY DAMPER, THEN THROUGH VENTILATOR ELECTRICAL CONDUIT GUIDE. TYP. ROOD MOUNTED EXHAUST FAN SEGUR I N6 DETAIL SGRLE:NONE OVERLAP FLEX INSULATION AND 5TRAP TO DUCT INSULATION. r' -rr J A n I IL 111tT7 CI t- V T/1 ►AU(5E 5TRAP5 9U5 AROUND BOTTOM ). FA5TEN TO 5TRUGTURE IRED. ..�.,�.... DIFFUSER TYP. FLEX DUCT ATTACHMENT DETAIL SGALE: NONE aC fn Y C L >, O O 4-- •4 3 .,..a 4J L. >+ a)C 7 ' C > C Cz z 0 O ++ U C O r fn C 4� H CtS 3 U N OL o C x 4� O m U r" aC to d L.0 L. N O C E 4- 0 H N U -O -0 1w oodw w =d■a hmb m .aa m to as Iwd Ow wmrd dod of go prod dkmmkm of to ado Rm a- 1 - Y tho p-p b *f ALIX Rollllal, apc I ar port. R Y be ��dr Idwl�lod h-. a Flo "tobe uwdn= o0w prop=. R U to be U U I—Z Q M U co L OC CM Q � 0 Q 1= ao J O O f� N O Lu 1 z :D Q cM M x U Z M M � J Q O rl-M N H r- Q N m Q — Lt_ z O Q U O J w ,— LO M U) U o M -z_JLL J Q m U) Q ~ z _.3 _erg= oQW� 0 J W = N Z 0— W N ®�ttaS. aase�� ® 0. o ECF® P� DRAWN BY: SS DATE: 03/ 12/2013 PROJECT NO.1230 REVISIONS REV. REV. R EV. Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 Sheet No. M-4 EL_EGTRI GAL_ SPEG I F I GATI ONS I. Materials furnished shall be new. Materials shall be a manufacturer's standard and established product line, and shall be listed and labeled for the application byUnderwriterI N J, s Laboratories .L or shall be certrf ified byother approved laboratory or the building official having PP y � g 9 jurisdiction. 2. The plans accompanying thesespecifications are generally diagrammatic and do not show all details required for the complete work. Establish details of the work as necessary to p y provide for the complete installation of systems and materials. Arrange the work so as to avoid interference with other building components or stems as actual) Installed. P y y 3. Comply applicable Ilcable or necessary job safety PpP yJ yProvlsions. 4. Provide for system raceways, outlet boxes, pull "wires" or "cords", outlet box openings, box extensions, dedicated receptacles, backboards etc. as specified and Indicated. p Telephone cable shall be furnished and Installed by Others. 5. Electrical s stems equipment, and su supporting structures shall yyPp gg be corn letel and efective) rounded. 5ondin jumpers shall P y y 9 gJ p be provided where necessary. Metal electrical raceways and fittings, Joints and connections at equipment shall be mechanically an electrically secured to provide an approved I d I y y p Pp equipment or enclosure grounding means, even when no other separate grounding means are also provided either Inherently or by bonding. 6. Where 9 green roundin conductors are not indicated g s ecificall for each branch circuit the drawings, provide for each raceway a green #12 rounding conductor addition to branch circuit conductors indicated. 7. Unless otherwise indicated or directed by the Architect for toecial applications, wiring devices shall be installed with p -of-box omounting heights above finished floors between 18-inches and 46-inches, as required handicapped codes. a PP nt heights for specific devices shall be as scheduled Mounting g het 9 P by the plans. 6. Electrical conductors shall be color coded as follows: Equipment ground: Green. Phase conductors: red blue black,• Neutral: white; I matef Owners representative of an nonfunctlontn a. Notify the p rial or potentially unsafe condition within the project systems that is observed during the conduct of y 9 the work. 10. Work shall be furnished and Installed as a minimum in accordance with the applicable re ulrements and recommen dations of the latest locally adopted edition of codes and standards of the following: 9 I. National Electrical Code (NEC) C - NFPA 70. 2. Energy Code - A5HRAE/IE5NA clO.1. Li fe ife Safe Code - NFPA 101. 4. Other NFPA Standards: clOA and c19 s NEMA standards. 5. U.L. Standards and listingrequirements and a 6. Federal state and local laws ordinances, codes and rulings o building officials having jurisdiction In Ze h rhill FL. f I g 9J P y 11. The work covered by this specification shall Include providing supervision, labor, supplies, materials (to Include equipment), tools, services, documentation, tests 4 demonstrations, certificates, and dollar costs required to construct the completes stems as specified herein and as shown by the plans and other relevant documents. 12. Unless oth erwise specifically shown or noted electrical P �J ro yy and related wiringfor tans pilot duty control systems y mecha mechanical equipment shall be provided under the Mechanical SecO P tl n of the specifications. 13. Service equipment shall be provided rated for building loads, including Interrupting ratings. Service equipment shall -be served using the type service entrance equipment as Indicated by the plans. 14. Receptacles shall be 20A, 125V, specification grade, mounted 18" AFF unless noted otherwise. 15. Fire alarm horn/speaker and strobe devices shall be mounted 50" AFF unless noted otherwise. 16. Switches shall as a minimum be 'Heavy-duty' rated, quick make and break, specification grade, single throw devices. 17. Distribution equipment using circuit breaker type protective devices shall use bolted -on or 'Square D' I -line devices. lb. Distribution equipment shall be as indicated and as manufactured by General Electric, Cutler/Hommer, Square-D, 5lemens. la. Ponelboard mains shall be copper with branch device connections arranged In a vertically distributed consecutive phase sequence such that one or multiple pole breakers can be mounted In any position. A solid neutral bus shall be trovided with a feeder lug and with a separate set -screw erminal for each branch circuit pole. 20. Starters and disconnect switches shall have quick -make and quick -break mechanisms, and be fully enclosed. 21. Fixture supports and hardware shall be suitable metal unless otherwise indicated. Su port studs used for Indoor fixture or component support shall be galvanized steel or malleable Iron; diecost studs shall not be used. Provide seismic restraints on all fixtures per local requirements. 22. Lamps shall be manufactured by General Electric, Philips, or 05rom/5ylvonla. 23. Conductors shall be of soft drawn annealed copper havinga conductivity of not less than a8 percent by 'A5TM' standards. 24. Unless otherwise required by code or indicated: a. Conductors no. 12 AWG and no. 10 AW6 size shall be solid. b. conductors no. 8 size and larger shall be stranded. AW6 g el conduct w shall be hot di galvanized. 25. Rigid steel and IMG steel when used h clip g I and enamel or Steel emt when used shall be hot dip galvanized outside a galvanized finished Inside. 9sand connectors s �JP 26. EMT couplings hall be metal and set -screw e. p 1 27. Unless otherwise Indicated wiring g devices shall be: I : Hubbell 1221 orequal. I. Sw tches les: Hubbell H05PITAL grade. 2. Receptacles: 3. Color or , selected by owner. 28. The telephone and sound systems s shall Include backboards raceways, outlet boxes, pull cords in empty raceways, cover plates, and miscellaneous materials or devices for telephone Provide cable where indicated on the drawings. outlets, etc. as required. rovid s. g 2a. Fire Alarm 599tem - see sheet E-4. 50. Fixtures shall be Installed In accordance with UL listing restrictions and local codes and ordinances. ►n a manner coor dinated with an 31. Fixtures shall be located y suspended acoustic ceiling pattern, and In accordance with patterns as shown on the Architectural Drawings. 32. Unless otherwise required by Code or function or indicated bythe glens, conductors for power and lighting branch circuits shall be #12 AW6 minimum. 33. conductors shall be connected J .. approved roved connectors. � Branch circuit wing in to size #5 shall be connected byconnectors with live spring tension. to metallic raceways 34. Wiring shall be installeds as allowed y and sized per NEC. 35. Raceways and cable sh all be run concealed except t that raceways designedy only for surface mounting and raceways and s shall be run exposed, unless Gable in equipment room p , p teals conduit run above the ceiling otherwise indicated. Concealed g line shall be supported independently of telling construction. t may be used conduits must Where ceilings of the la In e y y type e I removal of ceiling panels be instal led -ht h enough to permit 9 9 p gP or equipment. 36. Raceway or cable etc. that penetrate s a fire barrier, such as p wall, lceiling, or other element fire or smoke rated slab a shall be installed with materials and methods approved for the local building officials . The Contractor shall application 9 by fire barrier from the r nsi le for identifying each be es o b p yg securing approval of materials Architectural tans and for sec 9 pp and methods to be used for each type penetration. 37. Unless otherwise Indicated, raceways shall be as follows: I. Concealed Inside where not In wet or damp locations and not exposed t injury, o mechanical In and used for 120Y/20A branch circuits : Electrical Metallic Tubing (EMT) or cable that Is listed In NEC 250.116 as an acceptable grounding return path, such as Type AG/MG. 2. Through two-hour rated fire barriers or building exteriors: Galvanized Rigid Steel (6R5) conduit made up water tight. 3. Final connection raceways In dry locations serving lighting fixtures, or other non -motor equipment likely to require movement for adjustment or likely to transmit the racewaysystem, but not shock or vibration Into y requiring irin flexibill for operation, ion and where approved p P � p fortheapplication shall be Flexible Metallic Tubing (Flax) pp where approved d for the application. 38. Boxes shall not be Installed back-to-back and thru-wall type boxes shall not be used due to transmission of sound or heat and smoke. Offset to maintain fire rating per UL requirements. 39. Susndsd ceiling construction shal l not be used to support e raceways, boxes or Other Items, except as allowed by code, accepted by the engineer, P � ineer and accepted the architect In Item(s)to be su supported. writingfor the specific P f'p 40. cover y plates for flush, dry, ordina locations shall be P standard configuration, one place, standard size plates with p matching screws, and having materials, styles, and finishes as selected by architect. 41. Conduit system, if used, shall be installed concealed above ceiling, above lowest point of structural steel system lower chord for horizontal runs. Install parallel or perpendicular to structural members. 42. Confirm the following with the Owner prior to rough -In: exact locations of receptacles and voice/data/TV outlets; exact connection requirements Of Owner -furnished equipment. 45. Confirm the exact locations of receptacles, switches, voice/dato/TV outlets with mlllwork/cosework detatis and architectural elevations. 44. Per NEC 410.130(6), fluorescent luminaries that contain double -ended lamps and ballasts that can be serviced in place require a means to disconnect simultaneously all conductors of the ballast, Including the grounded conductor. Confirm this requirement is met prior to ordering fixtures. 45. Empty conduit exiting from the Interior to the exterior of the building shall be filled with an approved material to prevent the circulation of warm air to a colder section of the raceway per NEC 300.7A 46. Wiring in patient care areas shall comply with NEC, Article 517.15. All branch circuits shall be provided with an effective ground -fault current path by Installation in a metal raceway system or Gable having a metallic armor assembly. The assembly or raceway shall Itself qualify as an equipment grounding conductor in accordance with NEC, 250.118. Provide insulated copper equipment grounding conductor within or part of the assembly or raceway and bond receptacles and all non-ccurrent carrying conductive surfaces or fixed electrical equipment. 51ze grounding conductor 1n accordance with table 250.122. Hospital grade MG with green stripe or wiring with redundant ground acceptable. ELEGTRIGAL SYMBOL5 YMBOL DE5GRIPTION 5YMBOL DE5GRIPTION 5YMf3OL DE5GRIPTION HOMEWUN TO PANEL ARROWHEAD5 INDICATE QUANTITY OF CIRCUITS ND NURSE ALL G FIRE ALARM 20A/lP UNLE55 OTHER 415E NOTED HASH MARKS INDICATE QUANTITY OF 12 WIRES IN I CONDUIT � o- C - NURSE GALL SYSTEM DOME LIGHT SINGLE BULB H �.__...___ HEAT DETECTOR.____._...__._.__,_____._..__..� _.�.�..___.___._____._____.__..__...._..._-__._........_.._..._.__..._............._._.,_,,.._.,.___._______...___� _.._..._._.�.._.__ _ _ = SHORT HOT OR 5W. LONG ONG GROUND NEUTRAL, L W/BEND , E � NURSE G SYSTEM EMERGENCY PULL CORD ALL LL o- D DUCT SMOKE DETECTOR, PHOTOELECTRIC TYPE NO MARK5 INDIGATE5 2#12, 1#126 - I/2" o- WR5E GALL PU5H BUTTON CORD ® MANUAL PULL 5TATION _....................................................................__... ..._.......__..............----.--.-----...--_--.-__........................-_........-........._...........--_.........._.._.._....._............._............_..__............._................. CONDUIT CONGEALED IN GEILIN6 OR WALL o- _._........_....._.__.._..........................__........................_.................................._-..................-........_._,_...............--............._.__......................................_...._....._..- NURSE GALL 5Y5TEM MA5TER STATION ®4 ._-----_......._....-.-_._------.------ ..-..----- .-............. ........._.._...... COMBINATION HORN/5PEAKER d 5TRO13E LIGHT CONDUIT EXPOSED S TtZOBE L16K CONDUIT IN FLOOR OR BELOW 5LA13 HORN/5PEAKER ONLY IZ nr FLEXIBLE CONDUIT _.................................................__......................-....._..__..._................-_...........,_--_______..._.........................-_...._........._.__,..._....................-_.....__.........._....__..............._.._.........._._..........._........_--,...._.-.__..........-----.-._- _---.......-_----._..-_-...........---.......-_.................._............_.........................._..._... s� SMOKE DETECTOR, PHOTOELECTRIC TYPE o-- CONDUIT TURNED UP OUTLET MOUNTING -.._.. v _...._...........__........_..._.............._.------............_........-_..........-...-..-.---........_........._._.......,_ VALVE TAMPER SWITCH c� CONDUIT TURNED DOWN 0 M15GELLANEOU5 OUTLET - GEILING MOUNTED WATER FLOW 5WITGH ....................____-____-.--_-...-_...._.___------------_.______..............._____.___.__.._._....._._,___ MULTIPLEOUTLET ASSEMBLY ... GONDUIT`SEAL FITTING ._,._........;_____. o- z _ ._.__..� MISG OU5 OUTLET - MOUNTED ELLANE WALL ......, MISGELLANEOUS`OUTLET FLOOR`BOX MOUNTED ...... .W_.... LO 01560NNEGT 5WITGH, VOLTAGE A5 REQUIRED, NUMERAL5 INDICATE: AMP5/POLE5/FU5E5MEATHERPROOF 0- 51MPLEX RECEPTACLE, 20A (+18" AFF UNO) _...._..____ ..............__,.___..______________....__...___ CIRCUIT BREAKER, VOLTAGE A5 REQUIRED, _,.._..,..,,._,.....__.............._W._..._.__---....._....._._._...W......._....._,,,,,,_.,...----------------------------------------------------------.__-_--_....,,...... - - � _w �_.._. --__-__--------._-._ _.._ � ....._._._..._.__._____._ DUPLEX RECEPTACLE (+IS AFF UNO) , -- ... _. . MINERALS INDICATE. AMPS OLES TFERPROOF /f' MEA RECEPTACLE 6 ABOVE COUNTER UNO DUPLEX LE f ) MAGNETIC MOTOR STAR VOLTAGE AS REQUIRED �R , � QU X RECEPTACLE IS AFF UNO ADRUPLE el ) N MERAL5 INDICATE: TYPE/51ZE 5PEGIAL POWER REGEPTAGLE,_TYPE qZ COMBINATION FU5ED 5WITGH MA6NETIG MOTOR TAR / 5 TER, .A5.,NOTED NUMERAL5 INDICATE: AMP5/POLE5/FU5E5 4 TYPE/517E �- TELEPHONE OUTLET (+18" AFF UNO) ¢- DOOR LOCK ELEGTROMA6NET, FAIL SAFE _ ..................._.._...................._... _.......-.........-_._--._-......-.-....-.__..._._-__..........--....___._......-__-__-........................_................_....................._.._--....................._ PANELBOARD, FLU5H OR 5URFAGE MTD. RE5PEGTIVELY � _ ._....... _._......_....._._....._.._.,._,._.....-..-.---.-......---....-..-..._-.-._............................._.._......._......___•.......... DATA OUTLET (+IS" AFF UNO) ..... ..................._...............................----------....-- 0- -------------- -.................... ..... ..... .......,......................................................-----------.-........._...... KEYPAD PLYWOOD BACKBOARD, 3/4" THICK, 6 HIGH, WIDTH A5 INDICATED ...___.__...._.._.....,,_ GOMBIwiolsi TELEPHONE/DATA OUTLET (+18" AFF UNO)___ _.____,._...._....,__ __... _------ ___..,...._.,-.... ® WIREWAY, 517E A5 REQUIRED "A" INDIGATE5 ANAL06 TYPE DEVICE ......_---_......,..,_,_._.,...........__..._....._.,,.,,,,........_....---...__..............._.�_._--------- ..............._,. -___....... ................_.........Y.,........-------------,,..--------,. ® --,......, .,,,,,,,..,,..,.,...._,....,..__,._...__.................,_....._._,,....._....,.,,_.,...,_,._,_............_,,.,._,,,.....,.............,_,....._........._, PULLBOX/dWTION BOX, 51ZE A5 REQUIRED .._,,,,_...._.............. PILLION NO) W SPEAKER (+IS" AFF U ----------._..__,._.--..----- - _...............__.__._..-----.._.. ----w,,._._.__.._._... 2 MOTOR, NUMERAL INDIGATE5 HOR5EPOHK To = 1/8 HP OR LE55 _ - ® HEATER, KW A5 INDICATED - ___ _.__._______ _________-------- __ TRANSFORMER POWER _ - ........... ...................._.,..............._.....,,.,,..,,.,....._........._......,.,............,,_......:.........,...,..............._......._._, _,........ ._.._._ ,,...,....- d- .....................,..._.....,_..,...._......._..........._..._._....,,,_...,,_.._._......._.................,,,............_._.__................_......_,_,_ JUNCTION BOX 5WITGHES x TRANSFORMER E55EDIN KALU SINGLE POLE 5WITGH __.__.__....__.._WAY 5WITGH..�,,._...__..__._...._.,_._____.,,______........._._..__,__,._,__.______________..._........_,._.___._._._.._..............._.._._.,..,,,,._,,,__ THREE ..._„___,.,__.,,_.,__.,_,....._.__........_........___.._.._...._.._............._.__.__.__...._......_____V___......_,.__.____._.,.�,......_._.__..__,_____._..._.........._..... __..__.._..._�......._...._.._____.___._._,._,..__,_..,_..._..__._.._____.______...�._...__._,_._,___,__.._____....._.__:._.__._. _......_.._ ,. ,....... _._W...._,...._..._...................._.............. .......... 5WITGH W/ INDIGATOR LIGHT ............. ...__....._....__..,,_,.,.,.,__,,,,,_,.,,._......, ,,,,,,__._...-........._,._.__................._.__......................,.,W.._._ ...._.._...__....._.. _....._.._.__... ------------- _...... W_ W.._......_._.....W _.... ._..._,..,..,....._ �...,_.,,.__._..._._._._�_.,,,... MANUAL MOTOR 5WITGH D DIMMER 5WITGH (LUTRON NOVA T OR EQUAL) --- _...__.___._.----- __.--- __._.._.___.___________ _t�........._........._._...._ MOTION SENSOR TYPE 5WITGH (WATT 5TOPPER DW-100-" OR EQUAL) ..............................._--,,.,.,,,.,,,,._.--------....,......._.,,._.,,..,,,,,,...,....,.,.,_.._,...........,.,..,.....,......,........,,......_,_..............,,,,,,_.,,,.,, ..,,...._.........____-------...--..--,,..........._._....._..._._... AUDIO / VISUAL _._,...,,,_.,_.._� W_,...,,..___-----_-------__._---._ .,_._........ ---- -- ---- ,._,.,,, .,,,_....,.,..,.......,_... _...,...,._.........,.__-_._..._........._... _ ,,..._.._....-_---..__-_,,._........._......_..,....-..___--- ' - COLOR 5ELEGTED BY OWNER ---------------------------------- ----- ---------------------------_........._....,..____..............................__.... ..............._._.._....._.._........................_..._....__.._......_..._........._..... _........................._.._........._...-----•---------- i ... _ ..................... INTERCOM STATION .IUNGTION BOX TELEV15ION JACK ........... _.......:...................._.._.........._........__ 51,55CRIPT5 APPLIED TO OUTLET5 ..._......................................_.__..-------- .................. .._._........------- -------- :...:_..._....__....._..._.__._.._............................._.._........._......................_..............._........................._...._..._._._......................... ......._...-----......----.------- ................................... D __..__.._._...__......_..__......_.._._._____..__..___.._______......_......_____.___________...._..____...__.___...._.._.__.._.._......._._._..._.._..__._._.___...__..___.._.___.____.._ it "DEDICATED PROVIDE ENGRAVED COVER PLATE __._.._.._______..____._.._._ _____......_._.__...__.._.._..__._______.. _._....__.._...__..._______._._....__._._._..__..,...._.___..__.._._..__.......__.........__.___._._..............___.._..__................__...____.__.__._.___ _______.__..__..___..____.__.___..__..._........._._.....___._.....__..._._......_....________.__..___._..._..........__...._._ _ .._....._.___.___._.__._...._. EP EXPLO51ON PROOF GLA55 AND DIVISION A5 NOTED 6FI GROUND FAULT INTERRUPTER, FEED THRU TYPE _.-----...._.._...._...__..............-......_...._............_.........._.........._._....__..__............._.._......._.... __.._...._.._........................................._........__.-------- .............................. ,-,--__..._.........._.,,............ ........ ....._.. _........................_...._._...._..._......_..------.-.............--_..--.---.-___._........._............--_-................_........................-....--..._-....................._............,........_..._.....---..........._-.-....................._-.,-__._.._................_......._.... H H05PITAL GRADE .._...._..._.......__._.______.___ __.._..___._..__.___.__._.._..._..._.._.._..____________-._....._____,_.._____._______._..______________._______,_____.____________._____________._____....._._...._.._.__._ I6 __.........................................................................................................__._...__._________________._.__...-..........................m.........._ ISOLATED GROUND __._____....._._..___.._...... _... _..._.._._.__.._..__.._..._........._______._._.____._._....._.._........_..________._.__...__.._.__.._.._._.__........_......,.._._._.___.____....___..__.__________.____________...__.__ _........_ _......_....__ _..._ __.,.._._._.__.____._______.__.._..._..-_______..._.______._..........._.___.._............._._ _ _____._._______....___,..__.____________........._..-_..______...___._._._._..._._._..._....,_........._...__.____ _...... ___._._.___........... 5A ....................... ....___.._...._.__.____..__...________..___.__.___________________.___..__........_........__.____.___..__...._....__..._____........_________________._ 5AFETY TYPE CHILDPROOF _.._.___ 5P 5URGE PROTECTED ......... ......_........._. _................................ U _................_..._..._..........._.. -- 'UPS", PROVIDE ENGRAVED COVER PLATE _._._..._..................................._..._......_....._....._...................._..........................----._._.....-. .......... ..._____-.-.---------.----- ................. ._.... .............._.............. ...-__...... __-........ .....----------------- ......... -___.-_._--_-_................ WP WEATHERPROOF .__---------- _--- ___.._._....,...._..__.._.__._.._----------- _._ _ _ __.__..______....._ .__._.._....._.___...._......_,_._._.____,___,,._.,._...__ _____ ._____._....___.__ __ ___.._._._.....___- ............................ ._.._..__ +??" ..........................................___..._._.........__._____.._____________._._..__.___..__.__.___________.__._..._......._..___.__._...._..__.__ MOUNTING HT ABOVE FINISHED FLOOR TO GENTERLINE OF DEVICE ________.___.__..__._...._.._.._.__.._..__......_.........._._ L 16HT I NCB FIXTURE 5GHEDULE SYMBOL MARK DE5GRIPTION MOUNTING OPTIG5 FIN15H ELECTRICAL LAMPS MANUFACTURER A ACRYLIC LEN5 TROFFER, 2' X 4', REGE55ED ARGYLIG PRISMATIC, I/8" T, WHITE TRIM 120V ELECTRONIC THREE F32T8/5P41 DAY-BRITE #2T678-332-12-120-I/3EB GRID GLG. BALLAST 0 AE ACRYLIC LEN5 TROFFER, 2' X 4', RECE55ED ACCYLIC PRI5MATIG, IV T, WHITE TRIM 120V ELECTRONIC, THREE F32T8/5P41 DAY-BRITE #2TG8-332-12-120-1/3EB-ET W/BATTERY BACK-UP GRID GLG. BALLAST 2 LAMP OPERATIONAL IN EMER6ENGY MODE ® B PARABOLIG TROFFER, 2' X 4, REGE%ED 18 GELL PARABOLIC WHITE TRIM 120V ELECTRONIC, THREE F32T8/5P41 DAY-BRITE #2P365332-36AL-120-1/3-f - _.. _.....,..._.__..... GRID GLG __._..._.. _ ,........_....__ _. _ M...._..............._.................. BALLA5T. ... __ ...._.._.. .._ ... __ _ ...._..._._..... _.. _._ _ _._......._ _ __ _ _ _._......... _......._...._ ®BE ......................._..... _....._._......_............ PARABOLIG TROFFER, 2' X 4', REGE55ED ...._.. 18 CELL PARABOLIC WHITE TRIM 120V ELECTRONIC THREE 1`32TWEIP41 DAY-BRITE #2P362332-36AL-120-1/3-EB-EI "ATTERY BACK-UP 2 LAMP OPERATIONAL IN ENERGENGY MODE F FLUORE5GENT STRIP, 4'L PENDED WHITE 120V ELECTRONIC BALLA5T TWO F32T8/5P41 DAY-BRITE #T-2-32-120-EB-G6-4 FKR-126/66-4 FE FLUORE5GENT 5TRIP, 4'L 5T5 ENDED WHITE 120V ELECTRONIC TWO F32T8/5P41 DAY-BRITE #T-2-32-l20-EB-El-G6-4 FKR-12b/CG4 ,-, U FLUORE5GENT UNDERCOUNTER LIGHT 5URFAGE WHITE 120V ONE 81NT5 FLUORE5GENT DAY-13RITE #5LI8-120 _:..__...._..... Lai X -............_...... _...... _.---.._...--------- ........ _..,__..._....._...__............._...._........_...- EXIT 516N, LED, POLYGARBONATE BODY ------------ _................... WALL OR GL6. -----....._....................... _..._._. RED STENCIL LETTERS W/ __.._........-...-._._.------------- ,........_..............._.._..._._...__....._..__......._.._.............._...._.W_._W. WHITE FACE(5) 120 INPUT _._._..__.....W..._...._........._._.._..............W....... LIGHT EMITTING DIODE5 _._..__.�................... __..............._......_.__._. MGPHILBEN: # GXX 5ERIE5 FAGE5 A5 SHOWN A5 514OWN CHEVRON ARROW(5) A5 5HOWN WHITE BODY NI-Gd BATTERY (FURNISHED) 5ELF-DIA6N05TIG FEATURE LIGHTING FIXTURES OF EQUAL PERFORMANCE AND CON5TRUGTION WILL 13E CON5IDERED. NO LIGHTING SHALL BE ORDERED/INSTALLED WITHOUT APPROVED LIGHTING 5UBMITTAL5. Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 CZ U) Y C L >1 O O -H 3: z > C 0 CZ +•+ C .� cc• 1 CZ U L.0 O o X x ^ 4• o (1) LL U •r-1 C ca u) a> C L C L +_j m O c E 4- 0 •1 m U 'a 9 The scales as stated herin are valid on the anal drawing. These scale" are original rg hereby charged by the ratio of the overall meet dlnanebno of the print to con aspondirg dimensions of the original drawing. The drawl is the of ALD( ROUSH INC. drawing property and r not s p copied Id roproduced in d is or rt tt b specifically ids herin and is pa P H not to be used on any other project It is to be returned upon request U U a) 4_0 V Y o L CM Q a Q H zQ Cc o J o O r-_ N aC o w co 0 O W r 0 N M m n I- � C'3 M n z Q U i--t H M c7 o z M U')J Q O M i-I J N X Q N M Q LL Z O Q CU O J W It v, Q 0 U) J �T 1 EL W N U Z F_ Q Nu, i DRAWN BY: SPJ T Ict L0 CM ILL Cn J CL N DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. R_ R_ Sheet No. E-1 FLOOR PLAN - ELEGTRI GAL L I 67HTI NCB SGALE: 1/8" = I'-O" F-,-)ENERAL NOTES: (SLY TO SHEET E-2 ONLY) I. ALL WIRING DEVICE COVERPL.ATE5 IN TREATMENT ROOMS SHALL BE IVORY. 2. WIRING IN PATIENT CARE AREAS SHALL COMPLY WITH NEC, 517.13A 4 B. SEE E-I SPEC #46 3 CONNECT BATTERY IN FIXTURE TYPES "AE", "BE", "AE/NL.", AND "X" TO UN541ITCHED CIRCUIT CONDUCTORS. 4. ALL LIGHTING FIXIWE5 ARE TYPE "A" UNLE55 NOTED OTHERWI5E. 5. L16HT FIXTURES WITH "NL" DESIGNATION SHALL BE UN5WITCHED. 6. EXTERIOR E6RE55 FIXTURE5 AND WALL PACKS PROVIDED BY OTHERS. EC-RE55 FIXTURES SHALL HAVE 2 LAMPS AND BATTERY BACK UP. 1. ALL HATCHED EGRESS FIXI1)RE5 SHALL HAVE 2 LAMPS ON BATTERY BACKUP. NO EXCEPTIONS. Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 C L >1 O O Z > c O RS O U I) } C a ri H V) C +J f'1r •r-1 Cz C L O o C x x +J O m U •ri (ss (A (1) L C C— (1) O C E 4— o •-1 0 U 'a .Q The scales as stated herin are valid on the original drawing. These scabs are hereby changed by the ratio of the overall sheet dimension" of the print to corresponding dimensions of the original drawing. The drawing is the property of ALE( ROUSH. INC. and Is not to lea copled or reproduced in whole or port. it Is epectficaliy identified herin and is not to be used on arty other project. it to be returned upon request U Vi U 4-0 .E a °i Y i O Q(') d 0 t—t �—Z v, Q Cr 00 J O O f'- N m O W m O O W r ('3 N O m f� CC D Z Q M M X U m M In Q J z Q O to i-q J N X - N m Q .� L¢ i Z O CU O J W T ■ cnU o `-J - Z J Li m J Q p z J \~ Q Cn 0 W i- 2 J a- J N -17 N DRAWN BY: SPJ DATE: 03/ 12/ 13 1 PROJECT NO.1230 REVISIONS REV. R— R Sheet No. E-2 MECHANICAL EQUIPMENT 5 HEDU LE UNIT UNIT ELEC. CHARACTERISTICS PANE.LICIRC€JIT CIRCUIT 015CONNECT NUMBER DESCRIPTION DESIGNATION DEOCRIPTION OWIT,CH IIOTE3 KW HP FLA V F`H WH-1 ELECTRIC WATER HEATER 12.0 208 3 PANEL *V' 3#6,1#10G - 3f4"C 6013 SMOKE DUCT AHU-1 AIR HANDLER. 7.2 38.4 208 1 PANEL "M" 2##8,1#IOG - 314"G 60/2/1150AE DETECTOR REOD. IN (CIRCUIT 1) RETURN AHU-1 AIR HANDLER 3.6 17.0 206 1 PANEL "M" 2#10,1##10G - 314'C 50/211125AF (CIRCUIT 2) 6MOKE DUCT AHU-2 AIR HANDLE. 72 35.4 208 1 PANEL "M" 2t#8,1##1OG - 314"C 601211#50AF DETECTOR READ, IN (CIRCUIT 1) RETURN AHU-2 AIR. HANDLER 3.0 17.6 208 1 PANEL "M" 2#10,1#10G - :314'C 3012/ 125AF (CIRCUIT 2) AHU-3 6MOKE DUCT AIR. HANDLER 72 35.4 208 1 PANEL `M" 2#81##10G - 314"C 0501211150AF DETECTOR REOD. IN (CIRCUIT 1) RETURN AHU-5 AIR HANDLER 3.0 176 206 1 _ PANEL "M' 2#10,1#100 -314_'C 30/211125AF (CIRCUIT 2) SMOKE DUCT AHU-4 AIR HANDLER 7.2 38.4 206 1 PANEL "M" 2#6,WOG - 3143'C 0501211150AF DETECTOR REQD. IN (CIRCUIT 1) RETURN AHU-4 AIR HANDLER. 3.6 176 205 1 PANEL "M" 2##100#10G - 3f4'C 301211125AF (CIRCUIT 2) OMOKE DUCT" AHU-5 AIR. HANDLER. 7.9 42.4 208 1 PANEL `M` 2#6,1#IOG - 3t4"C 6012/1/LOAF DETECTOR REQP. IN (CIRCUIT 1) RETURN AHU-5 AIR HANDLER 72 34.4 205 1 PANEL'M" 2##&,1#'I(}G - 514"C 60J2tl/45AF (CIRCUIT 2) 6MOKE. DUCT AHU-6 AIR HANDLER 7.2 42.4 20a I PANEL "M„ 2##6,1#100 - 314"C 601211f60AF DETECTOR REQD. IN (CIRCUIT 1) RETURN AHU-6 AIR HANDLER 7.2 34.4 206 1 PANEL "M"' 2#8,1#100 - 314"C 60t2t1145AF (CIRCUIT 2) 6MOKE DUCT AHU-B AIR. HANDLER 72 42.4 208 1 PANEL "M" 2##6,1#1OG - 31W"C 0012/1160AF DETECTOR READ. IN (CIRCUIT 1) RETURN AHU'-8 AIR HANDLER 7.2 34.4 208 1 PANEL "M" 2##8,1#100 - 314`C 601211145AF (CIRCU IT 2) SMOKE DUCT AHU-7 AIR HANDLER 72 37:6 208 1 PANEL "M" 2#8,1#10G - 3l4"C 480f211/50AF DETECTOR READ. IN RETURN AHU-9 AIR HANDLER. UNIT POWERED BY OUTDOOR UNIT CU-1 AT 24V DC. INTERCONNECT PER MANUFACTURER`S RECOMMENDATION. cif-1 CONDEN61NG UNIT 10.4 205 1 PANEL "M" 2#12,1#120 - 3I4'C 30I2t31Z12OAF HF-1 HEAT PUMP 14.4 208 3 PANEL "M" 3#10,WOG - 314"C 3Ot3t3Ri3OAF HP-2 HEAT PUMP 14.4' 208 3 PANEL "M" 3#10,1#1OG - 3/4'C 3013/39/30AF HF-5 HEAT PUM? 14.4 206 3 PANEL "IW' 3#10,1#1'00 - 3I4"C 30t3{5Rt30AF P H-4 HEATt9MP F' 14.4 206 3 PANEL`M` 3#101#100-314"C 301313R130AF HP-5 HEAT FUM? 16.1a 205 3 PANEL "M" 5##5,1#100 - 314"C 0013f3R155AF HP-6 HEAT PUMPPUMP1 .f 208 3 PANEL!. try` ! '+#r`8,1#10C - 314` G 601313R135AE HP-7 HEATPUMP 8.8 205 3 PANELuM" 3#I2,1##12G-314"C 30t313RJZO tF H'-8 HEAT PUMF 16.8 206 1 3 PANEL "M" 3##8,1#IOG - 314"G 60/3i3 .f3AF EH -I ELECTRIC HEATER 0.5 120 1 PANEL'M' , 2#12,1#126 - 314i c 3011 EH-2 ELECTRIC HEATER 1.5 120 1 FNEL" { 2#1,1 12G - 314i>f C 30t1 6t1*OWI POLESWITCH CF"-1 CIRCULATION PUMP 1140 120 1 PANEL "M" 2#t2,1#126 - lf2"C 61NGLE DOLE EF-1 EXHAUST FAN 1t6 120 1 f ANEL `1M!! 2.1#12G - 314„C SWITCH OINGLE POLE EF-2 EXHAUST FAN 0.04 120 1 PANEL "M" 2#12,1#12G - 314"C 6WITCH 61NC"LE POLE EF-3 EXHAUST FAN V15 120 1 PANEL I'M" 2#12,1#12G - 314!'C OWITCH MOD MOTOR OPERATED 120 1 PANEL ICI 2#12,1#120 r 3f4"C JUNCTION SOX PAMPERS NEAREOT 120V TIMECLOCK 120 1 2#121##12G - 314! c ' CIRCUIT B-62 A-28 B-2 +46 I6FI A-34 N ! € A-32 FA-e OW;l A-24 0. ` YE 1 D A-26 I (__2 ATT I G PLAN - ELEOTR I GAL SGALE: 1/8" = I'-O" If B-10� =3. _.. B-12 8-14 Q, • B-I6 B-4 A-42 `n' B-64 6FI 6FI\ ~E�. GFI ! 6FI Cp—j ! ` L?, '1 ...._ A-3q N A-41 A-31 A-35`� I A-17 -S 163 �6FI \i^ �. J y weep A B ,EF-2 N B-18 - �50. ,.. +31 8-52 B-56�� D O O D 8-51 B-5 B-7 B-8002,84 48 u ! €: B-24 �::.. -- E € B-26 B-30 _ .. B-63 8-28 8-65 E € E ! X B-11 XQII i 5-53 B-34 8-13 0 € �; '1 t 5-47 8-61 B-45 8-43 B-5q 8-41 00 ! E ! ; tNUR5E GALL OJ D D JQ J D D QQ 2 E ?� ,fit-- ;......... ...._.. r... ..._. .......__.. ._......-...._._... ._. _........ ... PWR. SUPPLY, ! ! E i -- -D, D Da { . © © © © 1 B-33 B-35 B-37 8-73 B-42 ® B-5S0 ° E -44 B-bq B-Iq ! ! ! E Egli E !�' B-31 8-57 B-2q B-27 B-25 B-23 B-21 ' 0 2 O D D QQ D D JQ D D JQ E .............._..-..---.--.-------___.�.__..; .... ,....�..@_...................._..............._..... �..,......--- - --- �---\ter- - -___.. ..........._.-.E FLOOR PLAN - ELEGTR I GAL PONER SGALE: 118" = I'-O" O E N E R A L NOTES: (APPLY TO 5HEET E-3 ONLY) I. CONNEGT MEGHANIGAL EQUIPMENT PER MECHANICAL EQUIPMENT SCHEDULE ON SHEET E-3. REFERENCE MECHANIGAL DRAWING M-3 FOR EXALT LOCATIONS. 2. ALL KIRIN6 DEVICE COVERPLATE5 IN TREATMENT ROOMS SHALL BE IVORY. 3. ALL REGEPTACLE5 IN TREATMENT FLOOR, ISOLATION, LAB, BIOMED, AND R.O.-BIGARB SHALL 13E H05PITAL GRADE. 4. CONFIRM EXACT LOCATIONS AND CONNECTION REQUIREMENT5 OF ALL RO. EQUIPMENT WITH OWNER AND RA. EQUIPMENT VENDOWCONTRAGTOR PRIOR TO INSTALLATION. 5. DEVICES WITH V' DE516NATION SHALL BE GRAY IN COLOR WITH A 6RAY GOVERPLATE. 6. FOR OUTLETS ON TREATMENT FLOOR: INSTALL OUTLETS 6' BELOW COUNTERTOP AT KNEE5PAGE. 7. WIRING IN PATIENT CARE AREAS SHALL COMPLY WITH 2O08 NEC, 517.13A 4 B. SEE - ELECTRICAL SPECIFICATION #46 ON SHEET E-I. PATIENT AREAS ARE TREATMENT AND PO4#0 EXAM,. 8. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT MOUNTING LOCATION OF REGEPTAGLE5 IN BIOMED AND TREATMENT FLOOR AT SUPPLY BOXE5. q• ALL OUTLETS ALONG HORIZONTAL CHASE ON TREATMENT FLOOR 5HALL BE 6FI PROTECTED, NO EXGEPTION5. 10. PROVIDE AND INSTALL A 12OV/20A M4GTION BOX AT ALL MOTOR OPERATED DAMPERS (MOD) FOR CONTROL POWER. VERIFY EXACT REQUIREMENT5 AND LOCATION WITH HVAC GONTRAGTOR PRIOR TO INSTALLATION. USE CIRCUIT M-41. REFERENCE MECHANICAL DRAWING M-3 FOR LOCATION OF ALL MOTORIZED DAMPERS. 11. INSTALL ALL ELECTRICAL DEVICES ABOVE PLUNGING IN RD. CHASES. SEE ARCHITECTURAL DETAIL. E)" E D NOTES: (APPLY TO SHEET E-3 ONLY) O MOUNT IN51DE CABINET AT APPROXIMATELY -WAFF. COORDINATE EXACT MOUNTING LOCATION WITH ARCHITECTURAL ELEVATIONS PRIOR TO INSTALLATION. ZO EACH PATIENT STATION SHALL BE PROVIDED WITH: (1) DEDIGATED HOSPITAL GRADE 6FI RECEPTACLE (D-DESIGNATION), (1) HOSPITAL GRADE 6FI QUAD RECEPTACLE BETWEEN CHAIRS (GENERAL PURPOSE); (1) .®OX WITH COVER PLATE AND Is G. STUBBED UP INTO GEILIN6 - COORDINATE EXALT LOCATION OF DEVICES WITH GA5ENORK SUPPLIER PRIOR TO INSTALLATION. 30 PROVIDE TV RECEPTACLE. COORDINATE EXACT LOCATION KITH ARCH MILLWORK 4 OWNER. COORDINATE MOUNTING HE16HT IN FIELD 50 THAT REGEPTAGLE 15 NOT VISIBLE. ® PROVIDE GONNEGTION TO DOOR OPERATOR, CONTROL5, AND 120V POWER SUPPLY. COORDINATE WITH ACTUAL EQUIPMENT FURNISHED. O PROVIDE AND INSTALL A XNCTION BOX FOR NURSE GALL SYSTEM. CONNECT PER MANUFACTURERS RECOMMENDATION. © PROVIDE AND INSTALL A 1.25' CONDUIT W/PULLSTRIN6 FROM TREATMENT FLOOR TO RO ROOM FOR WATER QUALITY MONITOR COORDINATE EXACT LOCAT'ION5 AT TREATMENT FLOOR AND RO. ROOM WITH R.O. EQUIPMENT VENDOR/CONTRAGTOR 70 PROVIDE AND INSTALL A 208V I PHASE, 3OA/2P 20A FUSED (SLOW BLOW RM5) D15C4NNEGT. STACK AT MAX 12' AFF. COORDINATE EXACT LOCATION AND REQUIRENENT5 KITH OWNER AND R.D. VENDOR PRIOR To ROUGFf-IN. ® PROVIDE AND INSTALL A 208V 3 PHASE, 6OA/3P 40A FUSED (SLOW BLOW FUSES) D15CONNECT FOR R0. FEED PUMP. MOUNT AT 72' AFF. COORDINATE EXALT LOCATION AND REQUIREMENTS KITH OWNER AND RO. VENDOR PRIOR To ROUGH -IN. ® PROVIDE AND INSTALL A 12OVAG, 20A OUTLET ON 6FI BREAKER FOR CONCENTRATE PUMP (CIRCUIT M-22). THE OUTLET 5HALL BE INTERCONNECTED TO A 20A 120VAG PILOT L16HTED 5NITGH (PA5545EYMOUR #P520AGI-LPL). COORDINATE EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN. ® ALL OUTLETS IN RO.-BIGARB ROOM SHALL 13E H05PITAL GRADE, ON 6FI PROTECTED CIRCUITS AND MOUNTED -12' AFF UNLESS NOTED OTHERWISE. 11 MOUNT RECEPTACLE 6' BELOW COUNTER TOP. COORDINATE FINAL LOCATIONS WITH OWNER PRIOR TO ROUGH -IN. © M4CTION BOX FOR POWER TO SCALE. CONTRACTOR SHALL FIELD COORDINATE REQUIREMENTS AND LOCATION KITH OWNER PRIOR TO ROUGH -IN. ROUTE CONDUIT UNDER SLAB AND CONNECT TO SCALE IN ACGORDANCE KITH EQUIPMENT RECOMMENDED INSTALLATION INSTRUCTIONS. ® CONNECT 120V TO TRANSFORMER AND LOW VOLTAGE TO FAUGETS. TRANSFORMER SHAM BE RECESSED IN WALL. PLUG-IN TYPE DEVICES SHALL BE PERMITTED AS AN ALTERNATE IF PROVIDED WITH A PRE -GUT TRUEBRO LAV SHIELD. 4 PROVIDE 4 INSTALL A POWER FOR HIRELE55 SYSTEM. COORDINATE EXACT LOCATION KITH DAVITA IT PRIOR TO INSTALLATION. ® ALL RECEPTACLES IN IT SHALL BE MOUNTED AT 48N UNLE55 NOTED OTHERM5E. ® "X FOR RO MACHINE. ROUTE CONDUIT/CONDUCTORS A5 REQUIRED FROM RO MACHINE D15GONNEGT 5WITCH TO JBOX. © PROVIDE TAMPER PROOF OUTLET. .BOX FOR B005T PUMP SYSTEM. ROUTE CONDUIT CONDUCTOR5 AS REWIRED FROM / QU 5005T PUMP 1215GONNE-GT SWITGH TO JBOX. Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 Cz :) C L >1 O O y— ri r{ 4� L a> _0 � C C 0 Z 0 O U 0) Q +� C U QL (f) (1)0 C X C LL (TS U O) L C L 4� m o C E 4- _1 m U � � The scales as stated herin are valid on the Then scales are hweby dia'ngaddby the ratio of the overall sheesst dimsrwions of ths print to correspondirq dimensions of the original droving. The drawing is the property of ALEX ROUSH. INC. and is not to be copied or reproduced In whole or part R is specifically Identified herin and is not to be wed on arty other proJxt it is to be returned upon request U (n U a °� U co L CM Q^ I..L 0 H M a 00 J O O N N M O W W O O W r— 0 N M m z Q cOM c7 U H H cy) cy) ^x Lo _j Q O O _W N Z) f-- N Q N M Q — LL z O Iss— CU O JT WLO e U) U o CM — v, Z J .J ILL J Q m 0 (/) J \� Z J J r/ / + J n- J — W N Z I EL W N Al V_ o • I . r O \yam a§ v Y 0 0 y DRAWN BY: SPJ DATE: 03/ 12/ 13 PROJECT NO.1230 REVISIONS REV. REV. REV. Sheet No. E-3 a 4 FIRE ALARM OPERATING 5EQUENGE 5GHEOULE z =t o O u- 2 Q � U Z v a � d U- i- O Q Q _ X IR zz v A Ll U- N 5PRINKLER WATER FLOW 5WITCHE5 TROUBLE • • • • • Auer+ • • • • • • • • SPRINKLER TAMPER SWITCHES TROUBLE • • • • • ALARM • • • • SPRINKLER ALARM PRESSURE SWITCHES TROUBLE • • • • • ALARM • 1 • 1 1. 1 • • AIR HANDLING UNIT DUCT DETECTORS TROUBLE • • • • • (SUPPLY AIR DUCT) ALARM • • • • • • • AIR HANDLING UNIT DUGT DETEGTOR5 TROUBLE • • • • • (RETURN AIR DUCT) ALAW • • • • • • • • MANUAL PULL STATIONS TROUBLE • • • • • ALARM • • • • • • • COMMON AREA SMOKE/HEAT DETEGTOR5 TROUBLE • • • • • AUY;H • • • • • • • • FAULT IN MONITORING CIRCUIT • • • • • OR COMPONENT GENERATOR TROUBLE(FUTURE) • • • • • GENERATOR RUNNIN6(PUTURE) • • • • GENERATOR BATTERY GHAR6ER • • • • F TO BUILDINGS FAGP FAGP TV55 PROVIDE AUDIO DEVICES TO ACHIEVE A MINIMUM OF 70 cm OR 15 c1b ABOVE AMBIENT N015E IN ALL AREAS. PROVIDE 120V POPER ADDITIONAL DEVICES AS REQUIRED (`TYPICAL). �DAGT ► 2 LAND LINES r 120V POWER FAAP PROVIDE DUCT DETECTOR IN RETURN OF EACH UNIT PER MECHANICAL SCHEDULES —z FIRE ALARM S'rSTLM RISER DIAGRAM SCALE: NONE FLOOR PLAN - ELEGTRIGAL SYSTEMS SGALE: 1/8" = I'-O" FIRE ALARM SYSTEM SPEG I F I GATI ONS I. FIRE ALARM 5Y5TEM - GENERAL - THE FIRE ALARM SYSTEM SHALL 5AT15FY THE FUNCTIONS CURRENTLY SPECIFIED AND REGOMMENDED BY NFPA-101, NFPA-12, NFPA-70, THE AMERIGAN5 WITH DISABILITIES ACT 6UIDELINE5, NFPA-90A, AND OTHER CODE AUTHORITIES. THE SYSTEM SHALL AL50 COMPLY WITH UL STANDARDS 38,218, AND NEMA STANDARDS 583, 58a. THE SYSTEM AND ALL GOMPONENT5 SHALL BE LISTED, LABELED, AND APPROVED FOR ITS APPLIGATION AS FIRE PROTECTIVE 516NALIN6 EQUIPMENT BY UNDERWRITERS LABORATORIES, INC. - THE INITIATION OF ANY ACTUATING UNIT, MANUAL ALARM STATION, OR 5PRINKLER FLOW OR TAMPER 5WITGH SHALL. INDICATE ITS ALARM GONDITION AT THE CONTROL PANEL AND SHALL ACTIVATE LOCAL BUILDING 516NAL DEVICES. - SMOKE DETECTORS SHALL BE PHOTOELECTRIC, TYPE WITH ALARM INDICATOR LAMP AND INTERNAL ALARM WITH FLASHING LIGHT. THE DETEGTOR5 SHALL HAVE A 5EN51TIVITY ADJUSTMENT AND A GIRGUIT TEST SET CHECK FEATURE. DETECTOR UNITS SHALL BE PRESET FOR 5EN51TIVITY AT THE FACTORY AND USED AT A FIXED 5EN51TIVITY DETERMINED BY THE ELEVATION OF THE SYSTEM INSTALLATION. DETECTORS SHALL HAVE A LOCKING 5GREW TO PROHIBIT REMOVAL BY UNAUTHORIZED PERSONS. DETEGTOR5 5HALL HAVE AN ALARM CONDITION LAMP, VISIBLE FROM THE BOTTOM OF THE DETEGTOR AS INSTALLED. FIRE ALARM STATIONS SHALL BE THE ION -GORED, MANUAL, DUAL-AGTION PULL LEVER TYPE, OPERABLE BY NO MORE THAN EIGHT POUNDS OF PRESSURE. THE STATION 5HALL BE FLUSH OR SEMI -FLUSH MOUNTED AND FIN15HED RED WITH WHITE TRIM. STATION LABELING SHALL STATE "FIRE". SYSTEM 516NAL ALARMS SHALL BE VIBRATING AUDIO-VI5UAL HORNS OR VISUAL -ONLY DEVICES AS INDICATED. THE V15UAL INDICATION SHALL PROVIDE A STROBE -TYPE FLASH AND BE VISIBLE WITHIN A 180 DEGREE RANGE WHEN THE UNIT 15 VERTICALLY MOUNTED. DEVICES 5HALL HAVE FIELD ADJUSTABLE SOUND LEVELS SET BY THE FACTORY AT MAXIMUM. DEVICES 514ALL BE 501TABLE FOR USE ON THE 5UPERYI5ED GIRGUITS. DEVICE FIN15H SHALL BE RED. ANY REQUIRED GIRGUIT LOADING COMPONENTS AND/OR REQUIRED ENGLO5URE5 SHALL BE PROVIDED, SIZED, AND LOCATED FOR THE SYSTEM AS INSTALLED. WIRING FOR THE SYSTEM SHALL BE GABLE OR CONDUCTORS INSTALLED IN RAGEWAY, WITH TYPE, SIZE, AND NUMBER OF CONDUCTORS (EITHER BUNCH -TINNED STRANDED COPPER OR OTHER FIRE -ALARM -RATED GONDUGTOR5) REGOMMIENDED BY THE EQUIPMENT MANUFACTURER. 2. FIRE ALARM SYSTEM INSTALLATION: - THE EQUIPMENT SUPPLIER 5HALL PROVIDE CUSTOM ENGINEERED INSTALLATION AND TERMINAL TO TERMINAL WIRING DIA6RAM5, AND PLAN DRAWINGS INDIGATIOG DEVICE LOCATIONS AND CONDUIT ROUTING. GENERAL OR STANDARD TYPE DIAC-RAM5 5HALL NOT BE SUFFICIENT. THE SUPPLIER SHALL PROVIDE NECE55ARY JOB 51TE SUPERVISION AND FINAL CHECKOUT TO PROVIDE A FULLY OPERATIONAL SYSTEM. A 5Y5TEM DEMONSTRATION OF ALL COMPONENTS AND OPERATING CIRCUITS, DEVICES, AND OPERATING FUNCTIONS SHALL BE PERFORMED, AND INSTALLATION, OPERATION, AND MAINTENANCE MANUALS SHALL BE PROVIDED. - INSTALL THE EQUIPMENT AND ALL RACEWAYS AND/OR WIRING AS INDICATED AND REQUIRED. THE INSTALLATION AND WIRE SHALL MEET ALL RECOMMENDATIONS OF APPLICABLE CODES AND OF THE EQUIPMENT SUPPLIER AND/OR MANUFACTURER. - PROVIDE ALL EQUIPMENT, COMPONENTS, WIRING, MATERIALS, AND SERVICES TO PROVIDE THE SYSTEM COMPLETE IN ALL RESPECTS TO MEET SPECIFICATION FUNCTIONAL REQUIREMENT5. - SEQUENCE OF OPERATION: MANUAL PULL5TATION5 SHALL INITIATE AUDIBLE AND VISUAL FIRE ALARM DEVICES. AUTOMATIG SMOKE DETECTORS SHALL INITIATE AUDIBLE AND VISUAL FIRE ALARM DEVICES. THE INITIATION OF ANY SMOKE DETECTOR SHALL SHUT DOWN ALL AIR HANDLING UNITS AND INITIATE A 516NAL AT A THIRD PARTY MONITORING SERVICE. SPRINKLER FLOW AND TAMPER 5WITGH SHALL INITIATE AUDIBLE AND VISUAL FIRE ALARM DEVICES. ACTIVATION OF FIRE ALARM SYSTEM 5HALL AUTOMATICALLY UNLOCK ALL DOORS. WIRING GROUNDS, FAULTS, D15GONNEGTED DEVICES, OR OTHER 5Y5TEM D15ARRAN6EMENT SMALL INITIATE TROUBLE 516NAL AT THE FAGP. TESTING: SYSTEMS AND COMPONENTS SHALL BE TESTED AND DEMONSTRATED TO MEET FULL FUNCTIONAL REQUIREMENT5. SPECIFIC TESTS SHALL BE PERFORMED AS 5PEGIFIED, INDICATED, OR REQUIRED. 3. FOR NEW SYSTEMS: THE SYSTEM SHALL BE A NEW SYSTEM, MANUFACTURED BY 51LENT KNIGHT, NOTIFIER, OR EDWARD5. THE CONTROL PANEL SHALL BE OF INHERENT DEAD FRONT METAL ENCLOSED CONSTRUCTION WITH A 6LA55 FRONT PANEL AND FRONT AGGE55IBLE FOR ROUTINE OPERATION, FUNCTION TE5TIN66, AND MONITORING. BATTERIES FOR EMERGENGY POWER SHALL BE PROVIDED FOR 48 HOUR RUNTIME. THE CONTROL PANEL SHALL BE FLUSH MOUNTED. A TROUBLE UNIT SHALL BE PROVIDED. THE TROUBLE UNITS SHALL PROVIDE AN ALARM SIGNAL AT THE MAIN GONTROL PANEL. L N L R A L NOTES: (APPLY TO SYSTEM SHEET E-4 ONLY) I. WALL TEL EMATA 4 M156. LV OUTLETS SHALL HAVE A 51N6LE GANG DEVICE RING, AN OUTLET BOX AND A In CONDUIT 51UBBED UP ABOVE GEILING AND TERMINATED WITH AN IN5ULATIN6 BUSHING. INSTALL PULL 5TRIN6. 2. MATERIALS FL RN15HED SHALL BE NEW. MATERIALS SHALL BE A MANUFAGTURERS STANDARD AND ESTABLISHED PRODUCT LINE, AND SHALL BE L15TED AND LABELED FOR THE APPLICATION BY UNDERVRITERS LABORATORIES (UL), OR 514ALL BE CERTIFIED BY OTHER APPROVED LABORATORY OR BY THE BUILDING OFFIGIAL HAVING JURISDICTION. 3. PROVIDE AND INSTALL RID610 METALLIC SLEEVE FOR ALL FIRE WALL PENETRATIONS AND CAULK PER UL OR BY APPROVED MEANS. 4. CONTRACTOR TO PROVIDE FIRE ALARM NURSE GALL AND INTERCOM SYSTEMS. 5. OWNER PROVIDES DATA, TELEPHONE AND SECURITY WIRING, JACKS AND EQUIPMENT. I\ E I E D I `l O T E S: (APPLY TO SYSTEM SHEET E-4 ONLY) O 4' X V X 5/8" PLYWOOD TELEPHONE FIRE RATED BAGKBOARD AROUND PERIMETER OF ROOM, PAINT WATERPROOF MARINE GREY AND EXTEND #6 6ROUND TO MAIN SERVICE C-ROUND20NURSE ALL FOR DIALY515- SEE R15M DIAGRAM ON SHEET E-5. O TELEPHONE SERVICE - COORDINATE EXACT RE61UIREMENT5 WITH OWNER AND 5ERVIGE PROVIDERS PRIOR TO BID AND ROUGH -IN. PROVIDE (1)-3" CONDUIT TO PROPERTY LINE AS REQUIRED BY LOCAL 5ERYIGE PROVIDER. ® PROVIDE TV RECEPTACLE. COORDINATE EXACT LOCATION WITH ARCH MILLWORK 4 OWNER. COORDINATE MOUNTING HEIGHT IN FIELD 50 THAT REGEPTAGLE 15 NOT VISIBLE. PROVIDE RECESSED JBOX (2' X 4") AND REMOTE ALARM WIRE (BELDON P/N 650QUE OR ALPHA P/N 58120/12 OR EQUAL) AT R.O. ROOM AND TREATMENT FLOOR FOR R.O. ALARM, CONNECTED BY IN G. WIRE SHALL BE 12 CONDUCTOR 22 GAUGE STRANDED. LEAVE A 15 FOOT PIGTAIL AT EACH END FOR FUTURE TERMINATION. CONFIRM EXACT LOCATIONS WITH OWNER AND R.O. VENDOR. Q DOOR CONTROL: DOOR BEThEEN WAITING ROOM AND TREATMENT FLOOR - PROVIDE REMOTE ELECTRIC 5TRIKE/RELEA5E TO BE GOORDINATED WITH DOOR OPERATOR AND INTERCOM. - SEPARATE REMOTE UNLOGK5 AT BZINE55 OFFICE AND NURSE STATION. - PROVIDE WITH ALL WIRING, ELECTRIC 5TRIKE5, PROGRAMMING, ETC. ELECTRIC STRIKE SHALL BE INTERCONNEGTED TO FIRE ALARM CONTROL PANEL. SEE R15M DIAGRAM ON 5FEET E-4. INTERCOM MASTER AT NURSE STATION. - DOOR AT REAR ENTRANCE - PROVIDE INTERCOM. - INTERCOM SYSTEM TO BE AIPHONE LEF-31- OR EQUAL. - GONNEGT TO CIRCUIT FROM PANEL "A". O EACH PATIENT STATION 5HALL BE PROVIDED WITH A IN CONDUIT SM36ED INTO AGGE55113LE GEILIN6 COORDINATE WITH CASEWORK SUPPLIER FOR EXACT LOCATION OF DEVICES. GAP AT BOTH ENDS. ® PROVIDE A IN CONDUIT FROM THE FLOOR JUNCTION BOX TO THE WALL (LOGATED IMMEDIATELY 13EHIND THE 5GALE5) TO THE CONTROL PANEL LOCATION IN TH15 WALL. COORDINATE WITH 5GALE MANUFACTURE FOR EXACT BOX LOCATION PRIOR TO INSTALLATION. 0 GATV SERVICE - COORDINATE EXAGT REQUIREMENTS WITH OWNER AND SERVICE PROVIDERS PRIOR TO BID AND ROUGH -IN. PROVIDE (I)-3" CONDUIT TO PROPERTY LINE AS REQUIRED BY LOCAL SERVICE PROVIDER. ® PROVIDE 4 INSTALL A DATA PORT CONNECTION ABOVE GEILIN6 FOR WIRELE55 5Y5TEM. COORDINATE EXALT LOCATION WITH DAVITA IT PRIOR TO INSTALLATION. 11 EMPLOYEE TIMEGLOGK. MOUNT 42" AFF. ® MOUNT OUTLETS be BELOW COUNTER TOP. COORDINATE FINAL LOCATIONS WITH OWNER PRIOR TO ROUGH -IN. ® PROVIDE 2 TELEPHONE BOX AT BIGARB MIXER AND TREATMENT FLOOR, GONNEGTED BY 3/4' G WITH PULL5TRIN6. CONFIRM EXACT LOCATIONS WITH OWNER AND R.O. VENDOR. ® OVER -RIDE CONTROL (EMERGENCY SHUT -DOWN) 5WITGHE5 FOR ALL NEW WAG UNITS. 5WITCHE5 SHALL BE LOGATED ADJACENT TO FIRE ALARM AN04GIATOR PANEL OR OTHER LOCATION APPROVED BY LOCAL AUTHORITY HAVING JJR15PIGTION IN AGGORDANGE WITH NFPA 40A 4-2. PROVIDE 4 INSTALL A IUNGTION BOX FOR "PRESS TO EXIT". ® MOUNT SMOKE ON 51DEWALL OF ATTIC, AGGE55. Shepherd, Harvey & Associates, Inc. 4855 River Green Parkway, Suite 400 Duluth, Georgia 30096-2569 Fla. Cert. of Auth. No. 28961 770-495-4007 FAX 770-495-7112 Project Number: 13-017 W U) -�c C L o L •rl >, Z 0 0 `� O U O) r cn C + � cY i f>s = I..L. U L C x 0 o c x ^ O O CL U � L- L C L _ +j (3) o c E u O H N U •a .Q The scale" as stated harm are valid on the original drawing. These scabs are hereby changed by the ra 1 of the overall sheet dimensions of the print to comseponding dimensions of the original drawing. The drawing is the property of ALIX ROUGH, INC. and is not to be copied or rreepproduced in whob or part it is apectftcaly identNied herin and is not to be used on arty other project it is to be returned upon requeat U U) U Y CC Cr) O M a � Q H cc cC 0 w O O r O w (D C oo 1,-- N O 0) co zco Q M f- M ^X U W � I--q 0 H Q M O M M QN N m I— 4 1- — Q LL z O Q U 0 J WLO r cl) CU o _z _ J_l LL Q co C J Q � 0 J Q Q U) Q W J � N TJ 1 Cc Z CL W N M DRAWN BY: SPJ DATE: 03/ 12/ 13 1 PROJECT NO.1230 I V WN M to] I N REV. R_ R_ Sheet No. E-4