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Home My WebLink About3830 Wadsworth BoulevardLED ILLUMINATED 34't-1/8" #244] White Pigmented Acrylic Ip^^,11 j^.r�I1/yk_j-�/1�9 I \PDQ' siss¢a L� • O O W1 10,42" 5 -Di NM 25" 25" E O . 10.42" �B.' 3059-k 24435gR 1]%59. rt ON Sy.it E4. it. 5pK Duk Bm e_ 24' 2-5/8" Ri Flat Pigmented Acrylic Faws with 3/4'WM1ite Trim Caps & 5"Dark Bronze Aluminum afturns Mm GPw, 58 b0S Ft. (yvwa wio. 4 xxex«wxrel (xTLLim mi W) ro IUnxATesi n: 25" LED Channel Leder Set LED Taglines, on Raceways DATE LED ILLUMINATED 38'-59/16" -� #2447 White Pigmented Acrylic 7705n. R. a d� r p Q 11.6r s'eemhV Li IMF` vc7S%F 3ousna 1612se. a_ omsan a7san. msnn �FlatPigmentedAcrylic Faces with3/4°White Trim Caps&5"Dark Bronze Aluminum Returns mmclina6ahex r,«x 28" LED Channel Letter LED Taglines, m iFAceun irxo Iiuuruxnresl WE Side/South elevation Description: 25' LED Channel Letter Set w/ 10.42' LED Tagliners, on Raceways The issuance of a building permit ,hould not be construed to be Lppro�al of hn.mess licen:,e All work shall comply with 2018 IBC, 2020 LED NEC and Wheat Ridge municipal codes. ILLUMINATED u24,t7 Mite Pigmented Acrylic ,41/8" .I too mgsne. re,nnsy� - __-_________.- -- _ s oeMR ° O O 10.az' 25" 25' _ Green L[D _ D O c t0.4z• Ilwmrelm Fxa R.nsgR -- -- -- ---- -- assR.r� -- ues4x azawR. 8a �.R. z< I ~ w,RR_ 24' 2-5/8° a. ~ Ren, : Flat Pigmented Acrylic Fates with 3/4"White Trim Gps&5°Dark Bronco Aluminum Returns 7-11R'I—F� o Whearq Tim Capco 58.60 Sq. Ft. u mm.a�°I°, �a 'o egreeno,wnlrcl RMEWAYMOUMIFACELITI n 8 (m 11FROXTILLVMNAL6I Description: 25' LED Channel Letter Set w/ 10.42' LED Tagliners, on Raceways The issuance of a building permit ,hould not be construed to be Lppro�al of hn.mess licen:,e ,AFTER. _ LED TapinE5, ..,.........,, _,. ..,.. y,. ,.,,,.1..._....... 1. L. y,...,...... shown above, and to tcatianm sign as anown. Please rewm signed copy back to Everb@ WSTOMER5iON1TURE DAIS LED ILLUMINATED #2447 White Pigmented AcMic 38'-59/16° 1579/16" 827&- H le�ay clan ��i• 28" 8veJ^ 21s' vs7^ �irraerer.: "'a7 'c xm iq. R. r61259H o3ok.r,. may,°� OaM1Bmns 2J'-1 3/8' «1ra,'H Rervrw 1 Flat Pigmented Acrylic Faces with 3/4-MiteTrim Caps&5"Dad Bronze Aluminum Returns T-113/4" o wbearp6 �mmcavm sc WWI or 73.445 FL Q a m %1.0 RMRYGYMOUNF(FPQ Lim 8 IFRONTHUUMNRTER) ,AFTER. _ LED TapinE5, ..,.........,, _,. ..,.. y,. ,.,,,.1..._....... 1. L. y,...,...... shown above, and to tcatianm sign as anown. Please rewm signed copy back to Everb@ WSTOMER5iON1TURE DAIS 0 0 0 WIND,* VY49TH AVE m E N M N! r (— 'n I - 0 h i 1 14 l E o 1 1 M i E e^ - �� •ee e11 i �-■mow. J t� ai 7 F�e w re `. r ' 40`111■ I of wREar Wall Sion Calculation Sheet You must complete this sheet and include it in the submittal package for any new wall signs. You will also need to create a site plan and a detail sheet of the Signage. OOGORPOO Project Address: =0wnAc^o^h BNd Contractor: Inc. You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1- Q feet Wall 2- m feet Wall 3- feel Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- u square feet Wall 2 allowable signage- m square feet Wall 3 allowable signage- square feet Please see attached LOCATION MAP VICINITY MAP Fu �..�... ,q..,.. „R,.., aaa aaaDaa aaaa® STORE # 4344 3900 WADSWORTH BLVD. WHEAT RIDGE. CO 80033 DEFERRED SUBMITTALS THE FOLLOW RE PORT ONS OF THE DESIGN SHALL BE SUBMITTED TO THE BUILDING DEPARTM ENT AND APPROVED PRIOR TO INSTALLATION. SEPARATE PERMITS MAYBE REQUIRED -FIRE SUPPRESSION SPRINKLER -FIREALARIM, SUPERVISED SYSTEM SIGNAGE YKi]�xi7�10N] 73 PROJECT CONSISTS OF A RENOVATION TO A VACANT RETAIL SPACE FOR A NEW PET SUPPLIES RETAIL STORE INCLUDING PET GROOMING SERVICES WORK INCLUDES INTERIOR WALLS, CEILING, FINISHES I NTEROR DOORS PLUMBING HVAC ELECTRICAL POWER AND LIGHTING RETAIL DISPLAY FIXTURES AND RACKING NEW OVERHEAD RECEIVING DOOR IN NEW MASONRY OPENING MODIFY EXISTING STOREFRONT TO RECEIVE NEE AUTOMATIC BIPART ENTRY DOOR ALTERNATE SUMMARY BID ALTERNATE 01 FURNISH AND INSTALL FT4 (DAY FLOOR) IN SALES AREA, CORRIDOR, GROOMING, HOLDING, OFFICE, BATHROOM AREAS SPECIFIED TO RECIEVE FT1. INSTALLFT5 AT SALES SIDE OF PET WASH AND AT AQUARIUM AREAS SPECIFIED TO RECEIVE FTS FLOOR REVISIONS RESSIION DATE DESCRIPTION 3EVISION1 0813-2021 1 CITY OF NMFAT RIDGE PLAN REVIEWRESPONSES LANDLORD NOTES LANDLORD REQUIRED CONTRACTORS: 8/14/2021 5:08:45 AM CODES GOVERNING CODES WITH LOCAL AMMENDMENTS ARE 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL ENERGY CODE 2018 INTERNATIONAL FIRE CODE 2020 NATIONAL ELECTRICAL CODE IXASSA CLASS CLASS FWM E SPREAD INDEX 025 2675 76200 SMOKE-0EVELOPMENT INDEX O-450 0-450 0450 BUILDING: EXISTING USEGROUP: M CONSIRUCDONTYPE IIA SEISMIC DESIGN WTEGORM. B TENANT SPACE IS FULLY SPRINKLED. YES FIRE ALARM SYSTEM. YESSUPERVISEDSYSTEM SEISMIC DESIGN CATEGORY "B" Hd bY•91gU101/fl:77GRH ] QxNflIII Ill i SALES AREA, LAVS 4144AF.@1 OCC/60 SF .= 70 OCC GROOMING SERVICES, PETWISH, OFFICE 630 SF.@1 OCC100SF.= 70CC STOCKROOM. 351 A F. @ 1 OCC/300 SF .= 2OCC. TOTAL TABULAR OCCUPANT LOAD: 79 0N1PANR TABU WR OCCUPANCY IS USED FOR ALLEGRESS CALQI WTIONS EXIT WIDTH REQUIRED BUILDING (M USE) 0.2 INCHES X 79 OCCUPANT LOAD =1iBINCHES REQUIRED= 16.5 INCHES PROVIDED= 941NCHESTOTAL MAIN ENTRY 60INCHES EGRESS DOOR= 34 INCHES P10 PLUMBING PLANS P20 PLUMBING DETAILS P21 PLUMBING ISOMETRICS P30 PLUMBING SCHEDULES FARMERS SR. PROPERTYMGR. P'. 440-526-6978 O 513 577 2211 C 720448 9774 0- RMENG@PHILLIPSEDISON COM PROJECT SITE a`ILD`° jjj>o La MaulRa E 0_ O ME, El lEE C Wh Ridge Wheal Rltl�, CO IiDJ33 U) C0 BEL AIDE eARTHS V wane. i d' BE A Wheat Ridge e _ aaa aaaDaa aaaa® STORE # 4344 3900 WADSWORTH BLVD. WHEAT RIDGE. CO 80033 DEFERRED SUBMITTALS THE FOLLOW RE PORT ONS OF THE DESIGN SHALL BE SUBMITTED TO THE BUILDING DEPARTM ENT AND APPROVED PRIOR TO INSTALLATION. SEPARATE PERMITS MAYBE REQUIRED -FIRE SUPPRESSION SPRINKLER -FIREALARIM, SUPERVISED SYSTEM SIGNAGE YKi]�xi7�10N] 73 PROJECT CONSISTS OF A RENOVATION TO A VACANT RETAIL SPACE FOR A NEW PET SUPPLIES RETAIL STORE INCLUDING PET GROOMING SERVICES WORK INCLUDES INTERIOR WALLS, CEILING, FINISHES I NTEROR DOORS PLUMBING HVAC ELECTRICAL POWER AND LIGHTING RETAIL DISPLAY FIXTURES AND RACKING NEW OVERHEAD RECEIVING DOOR IN NEW MASONRY OPENING MODIFY EXISTING STOREFRONT TO RECEIVE NEE AUTOMATIC BIPART ENTRY DOOR ALTERNATE SUMMARY BID ALTERNATE 01 FURNISH AND INSTALL FT4 (DAY FLOOR) IN SALES AREA, CORRIDOR, GROOMING, HOLDING, OFFICE, BATHROOM AREAS SPECIFIED TO RECIEVE FT1. INSTALLFT5 AT SALES SIDE OF PET WASH AND AT AQUARIUM AREAS SPECIFIED TO RECEIVE FTS FLOOR REVISIONS RESSIION DATE DESCRIPTION 3EVISION1 0813-2021 1 CITY OF NMFAT RIDGE PLAN REVIEWRESPONSES LANDLORD NOTES LANDLORD REQUIRED CONTRACTORS: 8/14/2021 5:08:45 AM CODES GOVERNING CODES WITH LOCAL AMMENDMENTS ARE 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONAL FUEL GAS CODE 2018 INTERNATIONAL ENERGY CODE 2018 INTERNATIONAL FIRE CODE 2020 NATIONAL ELECTRICAL CODE IXASSA CLASS CLASS FWM E SPREAD INDEX 025 2675 76200 SMOKE-0EVELOPMENT INDEX O-450 0-450 0450 BUILDING: EXISTING USEGROUP: M CONSIRUCDONTYPE IIA SEISMIC DESIGN WTEGORM. B TENANT SPACE IS FULLY SPRINKLED. YES FIRE ALARM SYSTEM. YESSUPERVISEDSYSTEM SEISMIC DESIGN CATEGORY "B" Hd bY•91gU101/fl:77GRH ] QxNflIII Ill i SALES AREA, LAVS 4144AF.@1 OCC/60 SF .= 70 OCC GROOMING SERVICES, PETWISH, OFFICE 630 SF.@1 OCC100SF.= 70CC STOCKROOM. 351 A F. @ 1 OCC/300 SF .= 2OCC. TOTAL TABULAR OCCUPANT LOAD: 79 0N1PANR TABU WR OCCUPANCY IS USED FOR ALLEGRESS CALQI WTIONS EXIT WIDTH REQUIRED BUILDING (M USE) 0.2 INCHES X 79 OCCUPANT LOAD =1iBINCHES REQUIRED= 16.5 INCHES PROVIDED= 941NCHESTOTAL MAIN ENTRY 60INCHES EGRESS DOOR= 34 INCHES TRAVEL DISTANCE: COMMON PATH OF EGRESS TRAVEL PERMITTED CM USE): OU30=75 SPRINKLED EXIT ACCESS TRAVEL DISTANCE PERMITTED: 250SPRINKLED SHEETS MINIMUM PLUMBING FACILITES: C10, A10, RE 2, A9.0, 81➢, A 0 E5.0 REQUIREMENTS PER PLUMBING CODE (PER M USE REQUIREMENTS) BATHROOMS SINGLE BATHROOM IS PROVIDED BASED ON AN OCCUPANCY OF LESSTHE 100 OCC OTHER: CODE MIN.N REQUIRED PROVIDED SERVICE SINK 1 1 DRINKING FOUNTAIN 1 1 "REJIEPED FOR CORE COMPLIANCE" There crawings were reUewed Under Ne applicable laws in efiecL at Due tlme of sLbmltial. Reasonable effort was exerdred In crecong for code compllai THe stamping of tnese documents sfell not be wnstred to be a AUTO for, a an approaal of any most on of VOR and/or hI o Res, and names a amendments Naeto Plan Reviewer MThelsen El CB)P)ellzl INDEX OF DRAWINGS C10 COVER SHEET C20 RESPONSIBILITY SCHEDULE Cao APPROVED VENDORS SCHEDULE C40 GENERAL INFORMATION AS10 ARCHITECTURAL SPEOFICAPONS AS1.1 ARCHITECTURAL SPEOFICAPONS AS1.2 ARCHITECTURAL SPEOFICAPONS AS1.3 ARCHITECTURAL SPEOFICAPONS AS14 ARCHITECTURAL SPEOFICAPONS AS1.5 ARCHITECTURAL SPEOFICAn ONS AS1.6 ARCHITECTURAL SPEOFICAPONS ASH.7 ARCHITECTURAL SPEOFICATONS Di.O DEMOLITON PLAN A10 FLOOR PLAN ASI FIXTURE PLAN AND FLOOR FINISHES PLAN AS REFLECTED CED NG PLAN A40 ENLARGED PLANS A50 EXTERIOR ELEVATIONS A8 0 INTERIOR ELEVATIONS A6.1 INTERIOR ELEVATIONS A8 2 INTERIOR ELEVATIONS A70 WILL SECTIONS AS DETAILS A8.1 DETAILS AS DETAILS RE DOOR SCHEDULE AND DETAILS Ae.1 FINISH sc UAL 510 STRUCTURAL/1A MS10 M ECLAT I CAL SPECI FI CATI ONS AN MECHANICALPLAN ME 0 MECHANICALDETAILS MY MECHANICAL SCHEDULES P10 PLUMBING PLANS P20 PLUMBING DETAILS P21 PLUMBING ISOMETRICS P30 PLUMBING SCHEDULES ES10 ELECTRICAL SPECIFICATIONS E10 POWER SYSTEMS PLAN E20 LIGHTING PLAN E30 ELECTRICAL DETAILS PC ELECTRICAL SCHEDULES, DETAILS AND ELEVATIONS E50 ELECTRICAL PANEL SCHEDULES AND FIRE ALARM RISER CONTACTS PET SUPPLIES PLUS HOGAN,INC. Pial N. LAUREL PARK DRIVE, STE 402 GARYREIBER LIVONIA, MI 48152 142401MBODEN ROAD INTERNALARCH. JOEHOCHENDONER HUDSOMC280e42 PHONE. 734 793 6671 FAX 734 793 6700 CONSTRUCTION'. SHAUN MACLELLAN PHONE (440) 829 9139 ARCHITECT LANDLORD. DAVID PORTS ARCHITECT, INC 06 02 2021 PHILLIPS EDISON 8223 BRECREALLE ROAD W 11501 NORTHLAKE DRIVE SUITE 3 BRECKSVILLE, OH1044141 CINCINNATI, OH1045249 DAVE PORTS, JON ZAFEROPOLOS FARMERS SR. PROPERTYMGR. P'. 440-526-6978 O 513 577 2211 C 720448 9774 0- RMENG@PHILLIPSEDISON COM 1 MPEENGINEER I WHSENGINEERNG 2012 WEST 25th STREET SUTE 200 CLEVELAND, OH 44113 DAMIAN BASELACK P'. 216 835-7510 BUILDING DEPT. CITY OF WHEAT RIDGE BUILDING &INSPECTIONS SEEPAGES 7500 W. 29TH AVE. 2NDFLOOR WiEATRIDGE, CO 80033 303-235-2855 Inspectionsga wheatridgeco us FA, DPA David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 4405266978 poasarchi[ectscom SEAL DATE ISSUEEREVISION 06 02 2021 BID PERMIT 08 13 2021 W U Q 0- p m a`ILD`° jjj>o La QF <U 0_ O W>U- C C U) C0 0 l/LJ V d' 0 Q d' BE 0 > M DATE ISSUEEREVISION 06 02 2021 BID PERMIT 08 13 2021 PLAN REMENY COMMENTS I ml Lu _LnLn_ m O ? 0 o _ Lu co ¢ LL d m 0 w Z DIVISION OF WORK: ALL WORK SHOWN ON THE PLANS TO BE COMPLETED BY PET SUPPLIES PLUS G.C. AT PET SUPPLIES PLUS'S G.C. EXPENSE UNLESS NOTED OTHERWISE w ca m a O ? o o Lu LU ¢ —Za, K LL d m w z x z 9 N a Cn a c!) x zz 9 a- s y s o w LnC0 mm a- a N a 0 z a- a W s o ir 0 PROJECT TYPE: PET SUPPLIES PLUS BUILD -OUT, AS -IS DEAL Lu x z N a a- a 0 x zz a- s a. s o w Ln(D mm a- a a 0 za- a- a y s o ir 0 0 1 2 3 4 5 6 GENERAL REQUIREMENTS NOTES 0 1 2 3 4 5 61 ELECTRICAL NOTES FIXTURE PLAN INCOMING SERVICE TO LOCATION SHOWN ON TENANT PLANS EXISTING, MODIFY FOR NEW PANEL LOCATION AS NOTED ON PLANS SHALL PAYTHE COST FOR ALL TAP, IMPACT USAGE, CONNECTION & OTHER SIMILAR FEES REQUIRED FOR TENANT'S USE & OCCUPANCY OF THE PREMISES. DISTRIB. BOXES, CABLES, POWER POLES PANELS /METERS CONSTRUCTION DOCUMENTS INTERIOR DISTRIBUTION &FINAL CONNECTION REFER TO OFFICE PLANS FOR ADDITIONAL INFORMATION 0 PERMITS/APPROVAL TENANTIMPROVEMENTS 0 CERTIFICATE OF OCCUPANCY JUNCTION BOXES 0 TEMPORARY UTILITIES INTERIOR LIGHTING TEMPORARY LIGHTING EXIT AND EMERGENCY LIGHTING ENVIRONMENTAL, ASBESTOS AND MOLD TESTING WITH ABATEMENT REPORT FOR THE PREMISES LOW VOLTAGE (VOICE, DATA, MUSIC) CONDUITAND WIRE APPROVED VENDOR PRE -WIRES DURING THE CONSTRUCTION PHASE. CASH WRAP POWER POLE(S) 2" EMT POWER POLE AT CASH WRAPS (RAW STEEL- DO NOT PAINT) ASBESTOS /HAZARDOUS MATERIAL ABATEMENT & REMEDIATION. TELEPHONE CONDUIT/ PHONE BOARD 1"TELEPHONE CONDUIT WITH PULL WIRE STUBBED INTO TENANT SPACE FROM MASTER TELEPHONE PANEL UTILITY FEES (DURING CONSTRUCTION) WASTE CONTAIN ER/HAULING DURING CONSTRUCTION ONLY REGISTER P.O.S.- EQUIPMENTAND FINAL CONNECTIONS ROOF- WATERTIGHT, GOOD CONDITION FIRE ALARM SYSTEM MODIFY EXISTING SUPERVISORY SYSTEM AS NOTED ON PLANS SLAB MOISTURE TEST/SLAB LEVELING CLEAN UP DEMOLITION 0 1 2 3 4 5 6 EXTERIOR / SITE WORK NOTES TENANT'S SHELL SPACE (FLOOR, WALLS, ROOF, ETC) ENERGY COMPLIANCE PROVIDE TENANT'S SHELL IN COMPLIANCE WITH ALL GOVERNING ENERGY CODES. 0 1 2 3 4 5 6 FLOORS NOTES ADA CURB RAMP 0 INTERIOR CONCRETE SLAB- MEP ROUGH -IN PROVIDE FLOOR SLAB AT PLUMBING LEAVE -OUT AREAS (MINIMUM 3000 PSI) 0 INTERIOR CONCRETE SLAB- LEVELING PROVIDE SMOOTH, UNIFORM, LEVEL FLOOR READY FOR PSP SPECIFIED FINISHES. FLOOR LEVELING AGENTTO BE COMPATIBLE WITH PSP SPECIFIED FLOOR FINISH. (MINIMUM 3000 PSI) EXTERIOR BOLLARDS PARKING LOT LIGHTING- GOOD WORKING CONDITION EXTERIOR, BUILDING MOUNTED LIGHTING, EXISTING 9 GRIND FLOOR PREPARE FLOOR FOR NEW FLOOR FINISHES. EXTERIOR, BUILDING MOUNTED LIGHTING, AT OVERHEAD DOOR 0 1 2 3 4 5 6 CARPENTRY NOTES EXISTING DEMISING WALL STRUCTURE LEVEL 4 FINISH FULL HEIGHTTO ROOF DECK WHERE EXPOSED TO VIEW AS NOTED ON PLANS PROVIDE FIRE ASSEMBLY RATING REQUIRED FOR PET SUPPLIES PLUS USE & OCCUPANCY. ACCESSIBLE CURB RAMP CONCRETE SIDEWALKS EXISTING AS IS EXISTING PERIMETER WALL STRUCTURE LEVEL 4 FINISH FULL HEIGHT TO ROOF DECK WHERE EXPOSED TO VIEW AS NOTED ON PLANS DUMPSTER AREA EXISTING AS IS 0 FURRED PARTITION ALONG STOREFRONT WALL NEW WALLS AT DEMISING WALL TO CREATE A CONTINUOUS FLUSH WALL FROM FINISH FLOOR TO UNDERSIDE OF DECK FOR THE ENTIRE WALL LENGTH A NOTED ON PLANS EXTERIOR WALLS EXISTING. PATCH AND REPAIR REAR WALL AS NOTED ON PLANS. 0 INTERIOR PARTITIONS (STUDS / DRYWALL) LEVEL 4 FINISH STOREFRONT GLAZING AND FRAMES, EXISTING PROVIDE THERMAL BROKEN ALUMINUM FRAME WITH 1" INSULATED GLAZING, TEMPERED. EXISTING STOREFRONT AND NEW AS NOTED ON PLANS, EXISTING STOREFRONT SHALL BE REPAIRED AND CLEANED AS REQUIRED FOR LIKE NEW CONDITION. 0 THRU WALL PENATRATIONS AND HEAD OF WALL SEALANTS REQUIRED BY FIRE SEPARATION ASSEMBLY ALL PENETRATIONS SOUND ATTENUATION AND THERMAL INSULATION WHERE NOTED ON PLANS 0 MILLWORK CABIN ETRY ALSO REFER TO"TENANT/VENDOR SUPPLIED ITEMS RESPONSIBILITY SCHEDULE" FOR ADDITIONAL INFORMATION STOREFRONT FACADE, EXISTING. PREP AND FINISH BY PSP GC EXISTING, REFINISH AS NOTED ON SHEET A5.0 0 COUNTERTOPS/SHELVING OFFICE, GROOMING AND ISOLATION ROOM. CONCRETE PAD IN FRONT OF OVERHEAD DOOR PROVIDE CONCRETE PAD AT NEW OVERHEAD DOOR LOCATION. REFER TO PLANS, SLOPE PAD SO WATER DRAINS AWAY FROM THE BUILDING. PROVIDE ALL NECESSARY CONCRETE PAD EDGE CONDITIONS PER SITE SPECIFIC REQUIREMENTS. 9 MISC. WOOD BLOCKING, FURRING, ETC. ALL WOOD BLOCKINGTO BE FIRE RETARDANT. 0 TOILET ROOM ACCESSORIES ALL WOOD BLOCKING TO BE FIRE RETARDANT. 0 2x4 BLOCKING AROUND SALES FLOOR PERIMETER ALL WOOD BLOCKING TO BE FIRE RETARDANT. 0 EXTERIOR FROST SLABS LOCATED AT FRONT AND REALR DOORS, REFER TO PLANS 0 LOADING AREA, EXISTING EXISTING SITE AREA TO ALLOW FOR TENANTS TRACTOR TRAILER TO ACCESS THE LOADING DELIVERYAREA 0 1 2 3 4 5 6 DOORS AND HARDWARE NOTES 0 1 2 3 4 5 6 MECHANICAL NOTES AUTOMATIC STOREFRONT ENTRANCE DOORS ROOF PENETRATIONS, STRUCTURAL SUPPORT, CURBING, FLASHING (IF APPLICABLE) ALL PENETRATION LOCATIONS & SIZES AS INDICATED ON DRAWINGS. PROVIDE STRUCTURAL SUPPORT, ROOF PENETRATIONS, INSULATED CURBS&FLASHING HVAC UNITS 0 REAR SERVICE DOORS /OVERHEAD BACK ROOM DOOR HVAC DISTRIBUTION (DUCTWORK/DIFFUSERS), ETC. DUCT WORKAS OUTLINED IN THESE CONSTRUCTION DOCUMENTS. 0 REQUIRED EXTERIOR EGRESS EXIT DOOR(S) INTERIOR DOORS, FRAMES HVAC DISTRIBUTION TO GROOMING, PUBLIC PET WASH AND SERVICE ROOMS (DUCTWORK/DIFFUSERS), ETC. DUCT WORKAS OUTLINED IN THESE CONSTRUCTION DOCUMENTS. 0 1 2 3 415 6 FINISHES NOTES 0 PAINT THERMOSTATS & CONTROL WIRE THERMOSTATS SHALL BE PURCHASE THROUGH THE ENERGY MANAGEMENT VENDOR AND ARE INSTALLED BY MECHANICAL CONTRACTOR FLOOR FINISH VINYL BASE EXHAUST FANS AND DISTRIBUTION CERAMIC TILE (FLOORSANALLS) FIRE PROTECTION SPRINKLER SYSTEM. MODIFY EXISTING SYSTEM AS SPECIFIED ON PLANS FRP PANELS CEILING (2 x4 LAY -IN) FIRE EXTINGUISHERS AND TAGS/SIGNS SERVICE AND START-UP HVAC UNITS GAS PIPINGTO ROOF TOP UNITS AND PSP EQUIPMENT REFER TO PLUMBING PLANS PROVIDE CERTIFIED AIR BALANCE LETTER 0 1 2 3 4 5 6 PLUMBING NOTES INCOMING WATER SERVICE INTO TENANT SPACE INCLUDING ALL REQUIRED METERING, BACKFLOW AND VALVES 4" SANITARY CONTRACTOR TO VERIFY EXACT LOCATION, SIZE, DEPTH & FLOW DIRECTION PRIOR TO START OF WORK GAS SERVICE AND METER REFER TO PLUMBING DRAWINGS FOR REQUIREMENTS ALL PIPING, FITTINGS, VENTS, ETC. TOILET ROOM FIXTURES UTILITY SINKANATER HEATER FINAL CONNECTIONS DRINKING FOUNTAINS 6/3/2021 9:11:25 AM David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL 054Solo I=I -K) I� w }ro��lJ U Q >ILL _j O CID 00 Q = 0 � F__ U Lu >O LLI ILL >Q> Of W O W 0�= _ �� DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I Of J 0 U)UU W > a 0 LU a ->9a U)� __ 0- a- Q r11) J� U a- Q rgg F � W LL dm F z TENANT /VENDOR SUPPLIED ITEMS RESPONSIBILITY SCHEDULE z 03 a- a a U z Cn a- a a a-- (3a z g 03 a C7 z IL a s 9� ITEMS OF CONSTRUCTION NOTES TYLER HARRISON GRAYSLAKE, IL 60030 ETHAN ENGELKE VALLEY CITY, OH 44280 PHONE: 512-542-4555 0 MISC. LABOR GC TO PROVIDE 8 HOURS OF MISC. LABOR AFTER TURN OVER TO PSP FOR FIXTURE SET-UP AND MERCHANDISING. 13 LARRY RUSSELL PHONE: (847) 543-4628 EMAIL: ethan@engelkecs.com PHONE: (330) 220-0802 0 EMAIL: psp@gfxi.com CORNER GUARDS & CRASH RAILS CELL: (216) 323-5248 12 EMAIL: larry@centralcominc.com 5. EXTERIOR SIGNAGE 6. PET GROOMING/PPW EQUIPMENT 0 8. LOCKSMITH CART CORRAL & CART STOPS TRISTAR VET 5 BASS SECURITY SERVICES, INC. 0 P.O. BOX 1310 STREET 74 PICKEPORTLAND, 0 BOYD, TX. 76023 EXTERIOR SIGNAGE GC TO PROVIDE POWER, CIRCUIT, WIRING, CONDUIT, BREAKER, ETC. (FOR COMPLETE OPERATIONAL INSTALLATION) & SHALL MAKE FINAL ELECTRICAL CONNECTION, COORDINATE ROUGH -IN LOCATION REQUIREMENTS & TIMELY INSTALLATION WITH SIGN VENDOR. POWER TO BE PROVIDED WITHIN 5'-0" OF SIGN POWER BOXES. GC & SIGN VENDOR TO HAVE SITE MEETING TO COORDINATE PRIOR TO SIGN INSTALLATION. 2,3 0 888)77 PHONE: (888) 774-3400 x1271 53228-0020 REECE BATTERTON REECE: ATTE9-7827 AMANDA FOUST EMAIL: kangeloff@bass-security.com INTERIOR DECOR 9-7827 PHONEMAIL: 6 0 REECE ARVET.COM CELL: (330)256-2386 EMAIL: amanda.foust@sslighting.com 0 PET WASH TUBS GC SHALL SET AND SECURE TUBS TO FLOOR. MAKE FINAL PLUMBING CONNECTIONS. 5. SECURITY/ FIRE ALARM 10. STOREFRONT DOORS 11. SCISSOR LIFT OR TOW MOTOR C. 414-529-7292 E. SCANNON@EVERBRITE.COM FRONT RANGE SECURITY SERVICES RECORD AUTOMATIC DOOR SYSTEMS TOYOTA MATERIAL HANDLING PUBLIC PET WASH BASINS ALL WORK BY GC 6 5667 EAST SCHAAF ROAD 0 COMMERCE CITY, CO 80022 NICHOLE McCOLLUM CLEVELAND, OH 44131 P. 303-798-5029 FORCED AIR DRYERS GC SHALL SET AND SECURE DRYER TO SHELF, FLOOR OR WALL AS OUTLINED IN THESE CONSTRUCTION DOCUMENTS. MAKE FINAL PLUMBING & ELECTRICAL CONNECTION: 15 E. OFFICE@FRONTRANGESEC.COM is ED BOROWY PHONE: (800) 722-1211 SALES FLOOR DISPLAY FIXTURES GC SHALL INSTALL SURFACE MOUNTED 2x4 FIRE RETARDANT BLOCKING ON PERIMETER WALLS FOR DISPLAY FIXTURE ATTACHMENT. REFER TO INTERIOR ELEVATIONS. 15 EMAIL: edb@tmhoh.com 0 PHONE: (704) 290-0217 BACKROOM STORAGE FIXTURES 14 0 14. AQUARIUM FIXTURES 0 AQUARIUM FIXTURES GC TO MAKE ALL FINAL ELECTRICAL CONNECTIONS. GC TO PROVIDE ALL PLUMBING PER VENDORS REQUIREMENTS. AQUARIUM FIXTURES SCHEDULED FOR DELIVERY AFTER TURN OVER TO PSP FOR FIXTURE SET-UP AND MERCHANDISING. 21 MOBILE: (704) 292-5373 EMAIL: mark.dugo@recorddoors.com 6144 CONDOR DR. 0 HVAC EQUIPMENT EQUIPMENTAS OUTLINED IN GENERAL NOTE B ON SHEET M1.0 TO BE ORDERED BY PSP/PSP FRANCHISEE GC FROM YORK NATIONAL ACCOUNTS 7 LIN HOK - Sales Representative 0INTERIOR 12. CART CORRAL CART STOPS LIGHT FIXTURES AND LAMPS LIGHTING PACKAGE ORDERED BY PSP / PSP FRANCHISEE G.C. FROM PSP'S ELECTRICAL VENDOR AND PAID FOR BY PSP OR FRANCHISEE 7 CONSTRUCTION SPECIALTIES, INC. EMAIL: lin.hok@spectrumbrands.com NANCY DOYLE PHONE: (800) 880-8503 0 KARL COCKRELL- Utility Coordination PHONE: (805) 222-3636 direct EXIT & EMERGENCY LIGHTING LIGHTING PACKAGE ORDERED BY PSP / PSP FRANCHISEE G.C. FROM PSP'S ELECTRICAL VENDOR AND PAID FOR BY PSP OR FRANCHISEE 7 EMAIL: nationalaccounts@c-sgroup.com EMAIL: Karl.cockrespectrumbran ds.com LOZIER FIXTURES 0 & commercialsales@spectrumbrands.com CASH -WRAP POWER POLES ORDERED BY GC FROM ELECTRICAL VENDOR AND PAID FOR BY GC. PHONE: 402-213-2989 0 TELEPHONE & DATA WIRING TO SPACE 17. CONCRETE FLOOR FINISHING SENNECA HOLDINGS (Chase /Eliason) ELITE COATINGS LLC 10021 COMMERCE PARK DRIVE TELEPHONE & DATA WIRING WITHIN SPACE GC TO PROVIDE CONDUIT WITH PULL WIRE PER OFFICE PLAN. REFER TO ELECTRICAL DRAWINGS. DAVE HENDRICKS PHONE: (517) 625-6062 ANN SPR AND ANDEL TELEPHONE AND DATA JACK TERMINATIONS PHONE: 603-2925 EMAIL: asprandel@senneca.com TELEPHONE EQUIPMENT 20. SECURITY SYSTEM GENESEE TILE SHORTCIRCUIT ELECTRONICS, INC. POS SYSTEM HARDWARE KAREN BROTHERTON LEE'S SUMMIT, MO 64064 PHONE: (810-249-1384 POS SYSTEM WIRING GC TO PROVIDE CONDUIT WITH PULL WIRE PER OFFICE PLAN. REFER TO ELECTRICAL DRAWINGS. AARON SHILLCUTT PHONE: (816) 878-6775 POS SYSTEM JACK TERMINATIONS 20 a 23. ALUMINUM PICKET GATES SECURITY SYSTEM WIRING 20 230 OBERLIN ROAD 0 ELYRIA, OH 44035 SECURITY SYSTEM DEVICES TOM POLEN 1 PHONE: (440) 323-7581 EMAIL: tom@elyriafence.com MUSIC SOUND SYSTEM HARDWARE 1 MUSIC SOUNDSYSTEM WIRING 1 MUSIC SOUND SYSTEM SPEAKERS 15 a a CASH WRAPS GC SHALL SECURE CASH WRAPS TO FLOOR MILLWORK GROOMING STATION MILLWORK ALL MILLWORK (BESIDES CASH WRAPS & MILLWORK GROOMING STATION) IS THE GC'S RESPONSIBILITY CASH WRAP POWER, VOICE, AND DATA GC TO MAKE ALL FINAL CONNECTIONS. 8 DOOR LOCKS & KEYS RE -CORE FRONT ENTRY DOOR, PROVIDE OFFICE KEYPAD ACCESS LOCK, PROVIDE DETEX AND PROVIDE PAD LOCK AT OVERHEAD DOOR DOOR HARDWARE ALL OTHER DOOR HARDWARE BESIDES WHAT IS LISTED ABOVE IS THE G.C'S RESPONSIBILITY. SUPERVISORY FIRE ALARM SYSTEM MODIFICATIONS MODIFY AND CONNECT TO EXISTING LANDLORDSYSTEM 11 PALLET JACK -WALK BEHIND LIFT 6/3/2021 9:11:25 AM PET SUPPLIES PLUS APPROVED VENDORS 1. SOUND SYSTEM 3. INTERIOR DECOR INSTALL 4. PHONE & DATA MOOD MEDIA GFX INTERNATIONAL, INC. ENGELKE CONSTRUCTION CENTRAL COM 333 BARRON BLVD. 745 MARKS ROAD TYLER HARRISON GRAYSLAKE, IL 60030 ETHAN ENGELKE VALLEY CITY, OH 44280 PHONE: 512-542-4555 OFFICE: (330) 273-2222 EMAIL: tyler.harrison@moodmedia.com BRAD PRUIT CELL: (330) 241-0069 LARRY RUSSELL PHONE: (847) 543-4628 EMAIL: ethan@engelkecs.com PHONE: (330) 220-0802 EMAIL: psp@gfxi.com CELL: (216) 323-5248 EMAIL: larry@centralcominc.com 5. EXTERIOR SIGNAGE 6. PET GROOMING/PPW EQUIPMENT 7. LIGHT FIXTURES 8. LOCKSMITH EVERBRITE SIGNAGE TRISTAR VET SPECIALTY LIGHTING GROUP BASS SECURITY SERVICES, INC. P.O. BOX 1310 STREET 74 PICKEPORTLAND, SOUTH 110TH STREET BOYD, TX. 76023 PORTLAND, CT 06480 C KYLEAPHONE: GELOFF GRE GREENFIELD, WI 888)77 PHONE: (888) 774-3400 x1271 53228-0020 REECE BATTERTON REECE: ATTE9-7827 AMANDA FOUST EMAIL: kangeloff@bass-security.com 9-7827 PHONEMAIL: PHONE: (860)767-0110x249 SAMANTHA CANNON REECE ARVET.COM CELL: (330)256-2386 EMAIL: amanda.foust@sslighting.com D. 414-529-3500 5. SECURITY/ FIRE ALARM 10. STOREFRONT DOORS 11. SCISSOR LIFT OR TOW MOTOR C. 414-529-7292 E. SCANNON@EVERBRITE.COM FRONT RANGE SECURITY SERVICES RECORD AUTOMATIC DOOR SYSTEMS TOYOTA MATERIAL HANDLING 7061 E. 80TH AVE. 5667 EAST SCHAAF ROAD COMMERCE CITY, CO 80022 NICHOLE McCOLLUM CLEVELAND, OH 44131 P. 303-798-5029 PHONE: (704) 290-0213 E. OFFICE@FRONTRANGESEC.COM EMAIL: nichole.mccollum@record-usa.com ED BOROWY PHONE: (800) 722-1211 DON HUNTER, Estimator EMAIL: edb@tmhoh.com PHONE: (704) 290-0217 EMAIL: don.hunter@record-usa.com 14. AQUARIUM FIXTURES MARK DUGO, General Inquiries MARINELAND RETAILER SYSTEMS MOBILE: (704) 292-5373 EMAIL: mark.dugo@recorddoors.com 6144 CONDOR DR. MOON PARK, CA 93021 LIN HOK - Sales Representative 12. CART CORRAL CART STOPS 13. CORNER GUARDS/ CRASH RAILS PHONE: (800) 576-6277 Ext. 23613 McCUE CORPORATION CONSTRUCTION SPECIALTIES, INC. EMAIL: lin.hok@spectrumbrands.com NANCY DOYLE PHONE: (800) 880-8503 NATIONAL ACCOUNTS PHONE: (888) 424-6287 KARL COCKRELL- Utility Coordination PHONE: (805) 222-3636 direct 15. DISPLAY FIXTURES EMAIL: cservices@mccue.com EMAIL: nationalaccounts@c-sgroup.com EMAIL: Karl.cockrespectrumbran ds.com LOZIER FIXTURES & commercialsales@spectrumbrands.com LUIGI BOGGIO PHONE: 402-213-2989 EMAIL: LUIGI.BOGGO@Iozier.biz 16. INTERIOR TRAFFIC DOORS 17. CONCRETE FLOOR FINISHING SENNECA HOLDINGS (Chase /Eliason) ELITE COATINGS LLC 10021 COMMERCE PARK DRIVE CINCINNATI, OH 45246 DAVE HENDRICKS PHONE: (517) 625-6062 ANN SPR AND ANDEL EMAIL: dave@elitecoatingsllc.com PHONE: 603-2925 EMAIL: asprandel@senneca.com 18. QUARRY & CERAMIC TILE 20. SECURITY SYSTEM GENESEE TILE SHORTCIRCUIT ELECTRONICS, INC. 4201 NE PORT DRIVE KAREN BROTHERTON LEE'S SUMMIT, MO 64064 PHONE: (810-249-1384 EMAIL: karen.brotherton@gctile.com AARON SHILLCUTT PHONE: (816) 878-6775 CELL: (816) 694-6941 EMAIL: aaron.sillcutt@scekc.com 23. ALUMINUM PICKET GATES ELYRIA FENCE, INC. 230 OBERLIN ROAD ELYRIA, OH 44035 TOM POLEN PHONE: (440) 323-7581 EMAIL: tom@elyriafence.com David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL l/LJ W U Q %-/U O Y m 00 <=O Q ofU W O W V V 0 f/ 0 V of Q of < LU< O = _ I-- co�� DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I W J 0 0 W O 0 U) O 0 ■ z LU > w 0 LUDIM o<v <I INTERIOR METAL STUD SCHEDULE SYMBOLS LEGEND SIZE GA. TYPE 16" O.C. 24" O.C. DO A0.0 �%� MAX. UNSUPPORTED HT NOTES 1,2,3 SECTION TAG: ROOM TAG: ROOM NAME �% �� 25 CSJ 12'-7" 11'-0" /� 35/8" 20 CSJ 15'-5" 13'-5" PARTITION TYPE: F 18 CSJ 19'-1" 16'-8" L 20 CSJ 23'-2" 20'-3" 00 DATUM TAG: FINISH FLOOR .----.- 6 18 CSJ 28'-4" 24'-9" DETAIL TAG: AO.0 0'-0"A.F.F. NOTES: O INTERIOR 00 1. BASED ON INTERIOR NONBEARING PARTITIONS WITH ONE LAYER OF GYPSUM ELEVATION TAG X0.0 BOARD EACH SIDE; USE GAUGE, TYPE AS SCHEDULED UNLESS NOTED DOOR TAG: OTHERWISE ON DRAWINGS. 2. RUNNER TRACK GAUGE TO MATCH STUD. 3. ALL WALLS SHALL HAVE 1-1/2"X16 GA, COLD ROLLED CHANNEL HORIZONTAL SHEET NOTE: BRIDGING SPACED AT 6-0". 4. HEADERS SHALL BE BUILT UP TYPE W/(2)-12"X12GA BOX HEADER. PROVIDE 12"X12GAWEB STIFFENERS@ EACH END. ALL HEADERS SHALL BE FINISH TAG: X-0 SUPPORTED BY (2) TRIMMER STUDS ADJACENT TO (2) FULL HEIGHT STUDS, UNLESS NOTED OTHERWISE. ACCESSIBILITY STANDARDS PROTRUDING OBJECTS DRINKING FOUNTAINS Fig. 404.2.4.1 SIGNAGE SHOULD COMPLY W/ RELEVANT GUIDELINES AS FOLLOWS. A. PROJECTIONS FROM WALLS WITH A LEADING EDGE BETWEEN 27 INCHES AND CLEAR FLOOR SPACE. Maneuvering Clearance at 80 INCHES ABOVE FLOOR MAY PROJECT 4 INCHES MAXIMUM. LEADING EDGE A. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305, POSITIONED Manual Swinging Doors A. ALL PERMANENT ROOM AND SPACE IDENTIFICATION SIGNAGE SHALL COMPLY AT OR BELOW 27 INCHES MAY PROJECT ANY AMOUNT. FREESTANDING FOR A FORWARD APPROACH TO THE DRINKING FOUNTAIN, SHALL BE WITH SECTIONS 1 THROUGH 5. PROJECTIONS WITH LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES PROVIDED. KNEE AND TOE SPACE COMPLYING WITH SECTION 306 B. ALL DIRECTIONAL AND INFORMATIONAL SIGNAGE SHALL COMPLY ABOVE FLOOR MAY PROJECT 12 INCHES MAX. PROJECTIONS MAY NOT SHALL BE PROVIDED. THE CLEAR FLOOR SPACE SHALL BE CENTERED �p WITH SECTIONS 1 &2. REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. ON THE DRINKING FOUNTAIN. II C. ALL IDENTIFICATION, INFORMATIONAL OR DIRECTIONAL SIGNAGE ABOUT IVI ACCESSIBLE ELEMENTS AND FEATURES SHALL COMPLY WITH SECTIONS I B. PROVIDE MINIMUM OF 80 INCHES HEADROOM. EXCEPTIONS: THROUGH 5. A. DRINKING FOUNTAINS FOR STANDING PERSONS. _. ELECTRICAL B. DRINKING FOUNTAINS PRIMARILY FOR CHILDREN'S USE SHALL BE / SIGNAGE DESIGN CRITERIA: PERMITTED WHERE THE SPOUT IS 30 INCHES (760 MM) MAXIMUM \\ / A. ELECTRICAL RECEPTACLES (15,20, AND 30AMPS) SHALL BEAT LEAST 15 ABOVE THE FLOOR, AND A PARALLEL APPROACH COMPLYING WITH 1. FINISH AND CONTRAST: INCHES ABOVE THE FLOOR. SECTION 305, CENTERED ON THE DRINKING FOUNTAIN, IS PROVIDED. CHARACTER,SYMBOLS, BACKGROUNDS SHALL HAVE A NON -GLARE FINISH. C. IN EXISTING BUILDINGS, EXISTING DRINKING FOUNTAINS PROVIDING A CHARACTER& SYMBOLS SHALL CONTRASTA MIN. OF 70%W/THEIR B. SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, COOLING, HEATING AND PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON P\ i BACKGROUND. VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 36" AND NO MORE THAN THE DRINKING FOUNTAIN, SHALL BE PERMITTED_ - - LRVFINISH(LIGHT REFLECTANCE VALUE) OF MATERIAL FINISHES SHALL BE 48" A.F.F. D. WHERE SPECIFICALLY PERMITTED BY THE ADMINISTRATIVE AUTHORITY, A ASTM E1349-90 OR EQUAL. PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON 2. PROPORTIONS: C. FIREALARM INITIATING DEVISES SHALL BE48" ABOVE THE FLOOR, GROUND OR THE DRINKING FOUNTAIN, SHALL BE PERMITTED FOR DRINKING CHARACTERS ARE TO HAVE A WIDTH -TO -H EIGHT RATIO OF 3:5 T01: 1. SIDEWALK. FOUNTAINS THAT REPLACE EXISTING DRINKING FOUNTAINS WITH A CHARACTER STROKE WIDTH -TO -H EIGHT OF 1:5T01:10. PARALLEL APPROACH 3. RAISED CHARACTERS AND PICTORAL SIGN SYMBOLS: SANITARY FACILITIES CHARACTER TYPE: OPERABLE PARTS 7 1/32" RAISED (MIN.) A. GEOMETRIC SYMBOLS A. OPERABLE PARTS SHALL COMPLY WITH SECTION 309. SANS SERIF UPPERCASE WITH GRADE 2 BRAILLE. 1. SYMBOLS CHARACTER SIZE: A) MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BYAN EQUILATERAL SPOUT OUTLET HEIGHT. lit MIN. 5/8"AND MAX. 2"HIGH TRIANGLE I/4" TH ICK WITH SIDE 12" LON G AN D VERTEX PO INTI NG A. SPOUT OUTLETS OF WHEELCHAIR ACCESSIBLE DRINKING FOUNTAINS PICTOGRAMS: UPWARD. SHALL BE 36 INCHES (915 MM) MAXIMUM ABOVE THE FLOOR. SPOUT ACCOMPANYW/ VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE B) WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BYA CIRCLE I/4" OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE Fig. 404.2.6 PICTOGRAM. THICK, 12" DIAMETER. 38 INCHES (965 MM) MINIMUM AND 43 INCHES (1090 MM) MAXIMUM Two Doors in a Series / OUTSIDE DIMENSION OF PICTOGRAM FIELD TO BE MIN. 6" HEIGHT. C) UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BYA CIRCLE 1/4" THICK, ABOVE THE FLOOR. <- CHARACTER PLACEMENT: 12" DIAMETER, WITH A 1/4" THICK EQUILATERAL TRIANGLE T CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER. SPOUT LOCATION \ BRAILLE SHALL BE PLACED 3/8" (MIN.)& 1/2" (MAX.) DIRECTLY BELOW THE 2. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DOORS SHALL BE A. THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM FROM TACTILE CHARACTERS (FLUSH LEFT OR CENTER). CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND THE VERTICAL SUPPORT AND 5 INCHES (125 MM) MAXIMUM FROM THE IF TACTILE TEXT IS MULTILINE, ALL BRAILLE SHALL BE PLACED CONTRAST SHALL BE DINSTINCTLY DIFFERENT FROM THE COLOR AND FRONT EDGE OF THE DRINKING FOUNTAIN, INCLUDING BUMPERS. TOGETHER BELOW ALL LINES OF TACTILE TEXT. CONTRAST OF THE DOOR. WHERE ONLY A PARALLEL APPROACH IS PROVIDED THE SPOUT SHALL 3. RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPAINED BY 4. BRAILLE: BE LOCATED 31/2 INCHES ,I MM) MAXIMUM FROM THE FRONT EDGE CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER APPLICABLE BRAILLE IN CONFORMANCE WITH SECTION E LAT 5.6. TH IDE OF L BE OF THE DRINKING FOUNTAIN, INCLUDING BUMPERS. STANDARDS REQUIRE BRAILLE. INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOE. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL W/ 2/10" SPACE BETWEEN WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE CELLS, MEASURED FROM THE SECOND COLUNMN OF DOTS IN THE FERST LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, CELL TOTHE FIRSTCOLUMN OF DOTS IN THE SECOND CELL. PREFERABLY ON THE RIGHT. MOUNTNG HEIGHT SHALL BE 60 INCHES ABOVE DOTS SHALL BE RAISED A 1/40" MIN ABOVE THE BACKGROUND. THE FINISH FLOOR TO THE CENTER OF THE SIGN. MOUNTING LOCATION SHALL DOTS SHALL BE DOMED OR ROUNDED. BE DETERMINED SO THATA PERSON MAYAPPROACH WITHIN 3 INCHES OF 5. MOUNTING LOCATION AND HEIGHT: SIGNAGE WITHOUT ENCOUNTERING PROTUDING OBJECTS OR STANDING INSTALL ON THE WALL ADJACENTTO THE LATCH SIDE OF THE DOOR. WITHIN THE SWING OF THE DOOR. WHERE NO WALL SPACE EXISTS ON THE LATCH SIDE OF THE DOOR (INCL. SECTION 1117B.5.6 DOUBLE LEAFS), PLACE SIGN ON THE NEAREST ADJACENT WALL, A) LETTER TYPE: LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32 PREFERABLYTO THE RIGHT SIDE. INCH (0.794mm) MINIMUMAND SHALL BE SANS -SERIF UPPERCASE HEIGHT: 60" ABOVE FINISH FLOOR TO THE CENTERLINE OF THE SIGN. CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. LOCATION: PLACE SO THE APPROACHING PERSON MAY APPROACH WITHIN B) SYMBOL SIZE: RAISED CHARACTERS OR SYMBOLS SHALL BE MINIMUM OF 5/8 3" OF SIGNAGE WITHOUT WNCOUNTERING PROTRUDING OBJECTS OR INCH (15.9mm) HIGH. STANDING WITHIN THE SWINGING DOOR PATH. C) PICTORAL SYMBOL SIGNS (PICTOGRAMS): PICTORAL SYMBOL SIGNS SHALL BE ACCOMPANIED BYTHE EQUIVELANT VERBAL DESCRIPTION PLACED DOORS DIRECTLY BELOWTHE PICTOGRAM. THEBORDER DIMENSION OFTHE - z PICTOGRAM SHALL BE A MINIMUM OF 6 INCHES (152mm) IN HEIGHT. A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH-PULL OR PANIC TYPE HARDWARE 30 INCHES T044 INCHES ABOVE FLOOR. B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC B. MAXIMUM FORCE TO OPERATE DOORS SHALL BE 5 LBS. PRESSURE. FIRE CLOSING DEVICE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR 10" DOORS SHALL BE 15 LBS. MAXIMUM. SHALL BE EQUIPPED WITH A LOOP OR U -SHAPED HANDLE IMMEDIATELY BELOW FIG. 308.2.1 UNOBSTRUCTED Mq7� C. FLOOR SHALL BE LEVEL AT ALL DOORS. THE LATCH. THE LATCH SHALL BE FLIP -OVER STYLE, SLIDING OR OTHER FORWARD REACH 1. THRESHOLDS: THE FLOOR OR LANDING SHALL NOTE BE MORE THAN I/2 -INCH HARDWARE NOT REQUIREING THE USER TO GRASP OR TWIST. LOWER THAN THE THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING FIG. 308.3.1 UNOBSTRUCTED BETWEEN 1/4 -INCH AND 1/2 -INCH SHALL BE BEVELED WITH A SLOPE NO HANDLE WITH A MINIMUM OPERATING FORCE OF 3 LB./F OR BYA LOW SIDE REACH GREATER THAN 1:2. (SEE BELOW). VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED ON THE WIDE 2. LEVEL FLOOR OR LANDING: THERE SHALL BEA LEVEL AND CLEAR AREA ON SIDE SO AS TO BE OPERABLE WITHOUT REQUIREING EXCESSIVE BODY >20-25" EACH SIDE ON AN EXIT DOOR. THE LEVEL AREA SHALL BE AS ILLUSTRATED IN MOVEMENT. MAX FIGURE A. THE SPACE BETWEEN THE TWO CONSECUTIVE DOOR OPENING D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH (VESTIBULE) SHALL PROVIDE 48 -INCHES OF CLEAR SPACE FROM ANY DOOR CONTROLS ARE TO BE HAND OPERATED AND ARE TO MEET THE SAME OPENING INTO SUCH SPACE. (SEE BELOW) REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER CLOSET AND ARE D. DOOR WIDTH AND HEIGHT: 3 -FEET WIDE AND 6 -FEET -8 -INCHES HIGH. CLEAR TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. RIM ELEVATION TO BE 17 WIDTH: 32 -INCHES MINIMUM WITH DOOR OPEN 90 -DEG. MEASURED FROM THE INCHES A.F.F. FACE OF THE DRR TO THE OPPOSITE SIDE. E. LAVATORY: PROVIDE AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A SHALL HAVE A SMOOTH UNINTERUPTED SURFACE TOALLOWTHE DOOR TO BE MINIMUM OF 30 INCHES WIDE. T08 INCHES MINIMUM DEPTH AT THE TOP. OPENED BYA WHEELCHAIR FOOT- RESTWITHOUT CREATING A TRAP OR PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES WIDE. T09 INCHES ABOVE HAZARDOUS CONDITION. THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A CLEAR FLOOR SPACE 30 INCHES x 48 INCHES IN FRON T OF THE EACH GRADE LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BYA TACTILE EXIT WITH LAVAOTRY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE THE WORDS'EXIT. UNDERNEATH THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES UNDER FIG. 308.2.2 OBSTRUCTED LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER HIGH FORWARD REACH EACH EXIT DOOR THAT LEADS DIRECTLYTO A GRADE -LEVEL EXTERIOR EXIT MY LAVATORIES. FAUCET CONTROLS ARE REQUIRED TO BE OPEARABLE WITH MEANS OF A STAIRWAY OR RAMP SHALL BE INDENTIFIED BY A TACTILE EXIT SIGN ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WITH THE FOLLOWING WORDS AS APPROPRIATE: WRIST. THE FORCE NECESSARYTO OPERATE CONTROLS IS NOTTO EXCEED 5 LB./F. 1. 'EXITSTAIRS DOWN' F. ACCESSORIES: WHERE TOWEL, SANITARYNAPKIN AND WASTE RECEPTACLES 2. 'EXITRAMPDOWN' AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST �AA 3. 'EXIT STAIR UP ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING 4. 'EXIT RAMP UP' COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR. 1. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES A.F.F. EACH EXIT DOOR THAT LEADS DIRECTLYTO A GRADE -LEVEL EXTERIOR EXIT BY 2. LOCATE TOILETTISSUE DISPENSERS ON THE WALL WITHIN 12 INCHES OF THE MEANS OF AN FRONT EDGE OF THE TOILET SEAT. EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL G. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS AND MOUNTING BE IDENTIFIED BYA TACTILE EXIT SIGN WITH THE WORDS'EXIT ROUTE'. DEVICES SHALL MEETTHE SPECIFICATIONS OF THE AMERICAN DISABILITIES ACTAND THE STATE OF CALIFORNIS TITLE 24. EACH EXITACCESS DOOR FROM AN INTERIOR ROOM OR AREA TOA CORRIDOR OR H. SINGLE ACCOMODATION: A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN 10" HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN SHALL BE IN DENTI FIED BY DIAMETER IS REQUIRED FOR SINGLE ACCOMODATION TOILET ROOMS. MAX >10-24" MAX A TACTILE EXIT SIGN WITH THE WORDS'EXIT ROUTE'. FIG. 308.3.2 OBSTRUCTED EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BYA SIGN HIGH SIDE REACH WITH THE WORDS'TO EXIT. 6/3/2021 9:11:26 AM David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl`N heat SEAL LU U Q J a LU _j> O o m 00 �=O Q U LLI >O LLI vOc/)0 E2 >0 LU O LU O = _ �� DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I PART1 GENERAL 1.01 PROJECT A. PROJECTNAME: PET SUPPLIES PLUS- WHEAT RIDGE, COLORADO. THE PROJECT CONSISTS OF RENOVATIONS TO AN EXISTING AND OPERATING NEW PET SUPPLIES RETAIL STORE. 1.02 CONTRACT DESCRIPTION A. CONTRACTTYPE: A SINGLE PRIME CONTRACT BASED ON STIPULATED PRICE AS DESCRIBED IN AIA OWNER -CONTRACTOR AGREEMENT. 1.03 DESCRIPTION OF ALTERATIONS WORK A. SCOPE OF DEMOLITION AND REMOVAL WORK IS SHOWN ON DRAWINGS. B. RENOVATE THE ENTIRE SPACE, COMPLETE AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN: 1.04 WORKBYOWNER A. THE OWNER HAS AWARDED CONTRACTS FOR THE SUPPLY, INSTALLATION OR THE SUPPLYAND INSTALLATION OF ITEMS SCHEDULED ON THE DRAWINGS, WHICH WILL COMMENCE ON DATES PRIOR TO TURNOVER FOR OWNER OCCUPANCY. 1.05 OWNER OCCUPANCY A. THE OWNER INTENDS TO OCCUPY PORTIONS OF THE BUILDING PRIOR TO THE COMPLETION DATE FOR INSTALLATION OF OWNER PROVIDED MATERIALS. B. SCHEDULE THE WORKTO ACCOMMODATE THE OWNER AND THE OWNERS CONTRACTORS OCCUPANCY. 1.06 CONTRACTOR USE OF SITE A. CONSTRUCTION OPERATIONS: LIMITED TO AREAS NOTED ON DRAWINGS. B. ARRANGE USE OF SITE TO ALLOW: 1. WORKBYOTHERS. C. PROVIDE ACCESS TOAND FROM SITE AS REQUIRED BY LAW AND BY THE OWNER: 1. EMERGENCY BUILDING EXITS DURING CONSTRUCTION: KEEP ALL EXITS AT ADJACENT BUILDING OPERATING TENANTS AND AS REQUIRED BY CODE OPEN DURING CONSTRUCTION PERIOD, PROVIDE TEMPORARY EXIT SIGNS IF EXIT ROUTES ARE TEM PORARI LY ALTERED. 2. DO NOT OBSTRUCT ROADWAYS, SIDEWALKS, OR OTHER PUBLIC WAYS WITHOUT PERMIT. 3. MAINTAIN ACCESS TO ADJACENT PROPERTY, COORDINATE WITH CONSTRUCTION LIMITS ACCESS. D. EXISTING BUILDING SPACES MAY NOT BE USED FOR STORAGE. 1.07 WORKSEQUENCE A. COORDINATE CONSTRUCTION SCHEDULE AND OPERATIONS WITH THE ARCHITECTS. PART PRODUCTS - NOT USED PART EXECUTION - NOT USED END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. PROGRESS REPORTING. B. CONSTRUCTION PROGRESS SCHEDULE. C. PROGRESS PHOTOGRAPHS. D. COORDINATION DRAWINGS. E. SUBMITTALS FOR REVIEW, INFORMATION, AND PROJECT CLOSEOUT. F. SUBMITTAL PROCEDURES. PART PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PROGRESS REPORTING A. SCHEDULE AND ADMINISTER REPORTING THROUGHOUT PROGRESS OF THE WORK AT MAXIMUM WEEKLY INTERVALS OR AS REQUESTED BY PET SUPPLIES PLUS REPRESENTATIVES. B. REPORTITEMS: 1. REVIEW OF WORK PROGRESS. 2. FIELD OBSERVATIONS, PROBLEMS, AND DECISIONS. 3. IDENTIFICATION OF PROBLEMS WHICH IMPEDE PLANNED PROGRESS. 4. REVIEW OF SUBMITTALS SCHEDULE AND STATUS OF SUBMITTALS. 5. REVIEW OF OFF-SITE FABRICATION, OWNER PROVIDED ITEMS AND DELIVERY SCHEDULES. 6. MAINTENANCE OF PROGRESS SCHEDULE. 7. CORRECTIVE MEASURESTO REGAIN PROJECTED SCHEDULES. 8. PLANNED PROGRESS DURING SUCCEEDING WORK PERIOD. 9. MAINTENANCE OF QUALITYAND WORKSTANDARDS. 10. EFFECT OF PROPOSED CHANGES ON PROGRESS SCHEDULE AND COORDINATION. 11. PROGRESS PHOTOS, REFER TO REQUIREMENTS BELOW. 12. OTHER BUSINESS RELATING TO WORK. C. PREPARE REPORT AND DISTRIBUTE VIA EMAIL ON THURSDAY MORNING OF EACH WEEK. DISTRIBUTION TO INCLUDE OWNER, ARCHITECT. 3.02 CONSTRUCTION PROGRESS SCHEDULE A. CONSTRUCTION SCHEDULE SHALL BE ORGANIZED IN BAR CHART FORMAT WITH SEPARATE BAR FOR EACH SUBSTRATE CATEGORY OF WORK, ORGANIZE IN CHRONOLOGICAL ORDER ACCORDING TO THE START DATE FOR EACH ACTIVITY OF WORK. IDENTIFY EACH ACTIVITY BYAPPLICABLE SPECIFICATION REFERENCE NUMBER. B. WITHIN 3 DAYS AFTER DATE ESTABLISHED IN NOTICE TO PROCEED SUBMIT PRELIMINARY SCHEDULE FOR CONSTRUCTION OPERATIONS FOR THE DURATION OF THE PROJECT. INCLUDE SCHEDULE FOR ORDERING AND DELIVERY OF OWNER SUPPLIED ITEMS. C. IF PRELIMINARY SCHEDULE REQUIRES REVISION AFTER REVIEW, SUBMIT REVISED SCHEDULE WITHIN 2 DAYS. D. WITHIN 10 DAYS AFTER JOINT REVIEW, SUBMIT COMPLETE SCHEDULE. E. SUBMIT UPDATED SCHEDULE WITH EACH APPLICATION FOR PAYMENT. 3.03 PROGRESS PHOTOGRAPHS A. PROVIDE PHOTOGRAPHS OF SITE AND CONSTRUCTION THROUGHOUT PROGRESS OF WORK PRODUCED BYAN EXPERIENCED PHOTOGRAPHER, ACCEPTABLE TO PET SUPPLIES PLUS AND ARCHITECT. B. PHOTOS SHALL BE DIGITAL .JPG IMAGES ASSEMBLED IN .ZIP FILE AND EMAILED WITH WEEKLY PROGRESS REPORT. C. TAKE PHOTOGRAPHS FOR SUBMITTAL WITH WEEKLY PROGRESS REPORT OF MINIMUM ITEMS AS FOLLOWS AND APPLICABLE TO WORKSCOPE OF PROJECT: 1. DEMOLITION 2. EXCAVATION AND UNDERGROUND PLUMBING 3. ROUGH FRAMING INCLUDINGALL CONCEALED BLOCKING 4. PLUMBING WALL ROUGH IN 5. ELECTRICAL WALL ROUGH IN 6. HVAC ROUGH IN 7. ELECTRICAL OVERHEAD 8. WALLS PRIOR TO GYPSUM BOARD 9. WALLS AFTER GYPSUM BOARD 10. CEILING GRID INSTALLATION 11. FLOOR TILE 12. OWNER SUPPLIED CABINETRYAND KITCHEN EQUIPMENT AT DELIVERY 13. OWNER SUPPED CABINETRYAND KITCHEN EQUIPMENT AT INSTALLATION 14. PAINTING 15. INTERIOR FINISHES AND DECOR 16. EXTERIOR DRIVE THRU RELATED WORK 17. EXTERIOR LIFT, LOADING AREAAND RELATED WORK 18. ADDITIONAL ITEMS AS REQUESTED BY OWNER, ARCHITECT AND PET SUPPLIES PLUS 3.04 COORDINATION DRAWINGS AND FIELD DIMENSIONS A. PROVIDE INFORMATION REQUIRED BY OWNER, ARCHITECT OR PET SUPPLIES PLUS VENDOR FOR PREPARATION OF COORDINATION DRAWINGS. 3.05 SUBMITTALS FOR REVIEW A. WHEN THE FOLLOWING ARE SPECIFIED IN INDIVIDUAL SECTIONS, SUBMIT THEM FOR REVIEW: 6/3/2021 9:11:31 AM PART1 GENERAL. 1.01 REFERENCES AND STANDARDS A. FOR PRODUCTS AND WORKMANSHIP SPECIFIED BY REFERENCE TOA DOCUMENT OR DOCUMENTS NOT INCLUDED IN THE PROJECT MANUAL, ALSO REFERRED TO AS REFERENCE STANDARDS, COMPLYWITH REQUIREMENTS OF THE STANDARD, EXCEPT WHEN MORE RIGID REQUIREMENTS ARE SPECIFIED OR ARE REQUIRED BYAPPLICABLE CODES. B. CONFORM TO REFERENCE STANDARD OF DATE OF ISSUE CURRENT ON DATE OF CONTRACT DOCUMENTS, EXCEPT WHERE A SPECIFIC DATE IS ESTABLISHED BYAPPLICABLE CODE. C. OBTAIN COPIES OF STANDARDS WHERE REQUIRED BY PRODUCT SPECIFICATION SECTIONS. D. MAINTAIN COPYAT PROJECT SITE DURING SUBMITTALS, PLANNING, AND PROGRESS OF THE SPECIFIC WORK, UNTIL SUBSTANTIAL COMPLETION. E. SHOULD SPECIFIED REFERENCE STANDARDS CONFLICTWITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM TH E ARCHITECTS BEFORE PROCEEDING. F. NEITHER THE CONTRACTUAL RELATIONSHIPS, DUTIES, OR RESPONSIBILITIES OF THE PARTIES IN CONTRACT NOR THOSE OF THE ARCHITECTS SHALL BE ALTERED FROM THE CONTRACT DOCUMENTS BY MENTION OR INFERENCE OTHERWISE IN ANY REFERENCE DOCUMENT. PART PRODUCTS - NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A. MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS, AND WORKMANSHIP, TO PRODUCE WORK OF SPECIFIED QUALITY. B. COMPLYWITH MANUFACTURERS'INSTRUCTIONS, INCLUDING EACH STEP IN SEQUENCE. C. SHOULD MANUFACTURERS' INSTRUCTIONS CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE ARCHITECTS BEFORE PROCEEDING. D. COMPLYWITH SPECIFIED STANDARDS AS MINIMUM QUALITY FOR THE WORK EXCEPT WHERE MORE STRINGENT TOLERANCES, CODES, OR SPECIFIED REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE WORKMANSHIP. E. HAVE WORK PERFORMED BY PERSONS QUALIFIED TO PRODUCE REQUIRED AND SPECIFIED QUALITY. F. VERIFYTHAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS OR AS INSTRUCTED BYTHE MANUFACTURER. G. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, PHYSICAL DISTORTION, AND DISFIGUREMENT. 3.02TOLERANCES A. MONITOR FABRICATION AND INSTALLATION TOLERANCE CONTROL OF PRODUCTS TO PRODUCE ACCEPTABLE WORK. DO NOT PERMIT TOLERANCES TO ACCUMULATE. B. COMPLYWITH MANUFACTURERS'TOLERANCES. SHOULD MANUFACTURERS' TOLERANCES CON FLICT W ITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE ARCHITECTS BEFORE PROCEEDING. C. ADJUST PRODUCTS TO APPROPRIATE DIMENSIONS, POSITION BEFORE SECURING PRODUCTS IN PLACE. 3.03 DEFECT ASSESSMENT A. REPLACE WORK OR PORTIONS OF THE WORK NOT CONFORMING TO SPECIFIED REQUIREMENTS. B. IF, IN THE OPINION OF THE ARCHITECTS, IT IS NOT PRACTICAL TO REMOVE AND REPLACE THE WORK, THE ARCHITECTS WILL DIRECTAN APPROPRIATE REMEDY OR ADJUST PAYMENT. END OF SECTION PART1 GENERAL 1.01 TEMPORARY UTILITIES A. USE TRIGGER -OPERATED NOZZLES FOR WATER HOSES, TO AVOID WASTE OF WATER. 1.02 TEMPORARY SANITARY FACILITIES A. PROVIDE AND MAINTAIN REQUIRED FACILITIES AND ENCLOSURES. PROVIDE AT TIME OF PROJECT MOBILIZATION. B. USE OF EXISTING FACILITIES IS PERMITTED. C. MAINTAIN DAILY IN CLEAN AND SANITARY CONDITION. 1.03 BARRIERS A. PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION AREAS, TOALLOW FOR OWNER'S USE OF SITE AND TO PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS AND DEMOLITION. B. PROVIDE BARRICADES AND COVERED WALKWAYS REQUIRED BY GOVERNING AUTHORITIES FOR PUBLIC RIGHTS-OF-WAYAND FOR PUBLIC ACCESS TO EXISTING BUILDING. C. PROTECT NOWOWNED VEHICULAR TRAFFIC, STORED MATERIALS, SITE, AND STRUCTURES FROM DAMAGE. 1.04 EXTERIOR ENCLOSURES A. PROVIDE TEMPORARY INSULATED WEATHER TIGHT CLOSURE OF EXTERIOR OPENINGS TO ACCOMMODATE ACCEPTABLE WORKING CONDITIONS AND PROTECTION FOR PRODUCTS, TO ALLOW FOR TEMPORARY HEATING AND MAINTENANCE OF REQUIRED AMBIENT TEMPERATURES IDENTIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, AND TO PREVENT ENTRY OF UNAUTHORIZED PERSONS. PROVIDE ACCESS DOORS WITH SELF-CLOSING HARDWARE AND LOCKS. 1.05 SECURITY A. PROVIDE SECURITY AND FACILITIES TO PROTECT WORK, EXISTING FACILITIES, AND THE OWNER'S OPERATIONS FROM UNAUTHORIZED ENTRY, VANDALISM, OR THEFT. 1.06 VEHICULAR ACCESS AND PARKING A. COORDINATE ACCESS AND HAUL ROUTES WITH GOVERNING AUTHORITIES AND THE OWNER. B. PROVIDE AND MAINTAIN ACCESS TO FIRE HYDRANTS, FREE OF OBSTRUCTIONS. C. PROVIDE MEANS OF REMOVING MUD FROM VEHICLE WHEELS BEFORE ENTERING STREETS. D. PROVIDE TEMPORARY PARKING AREAS TOACCOMMODATE CONSTRUCTION PERSONNEL. WHEN SITE SPACE IS NOTADEQUATE, PROVIDE ADDITIONAL OFF-SITE PARKING. 1.07 WASTE REMOVAL A. PROVIDE WASTE REMOVAL FACILITIES AND SERVICES AS REQUIRED TO MAINTAIN THE SITE IN CLEAN AND ORDERLY CONDITION. B. PROVIDE CONTAINERS WITH LIDS. REMOVE TRASH FROM SITE PERIODICALLY. C. IF MATERIALS TO BE RECYCLED OR RE -USED ON THE PROJECT MUST BE STORED ON-SITE, PROVIDE SUITABLE NON-COMBUSTIBLE CONTAINERS, LOCATE CONTAINERS HOLDING FLAMMABLE MATERIAL OUTSIDE THE STRUCTURE UNLESS OTHERWISE APPROVED BYTHE AUTHORITIES HAVING JURISDICTION. D. OPEN FREE -FALL CHUTES ARE NOT PERMITTED. TERMINATE CLOSED CHUTES INTOAPPROPRIATE CONTAINERS WITH LIDS. 1.08 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. REMOVE TEMPORARY UTILITIES, EQUIPMENT, FACILITIES, MATERIALS, PRIOR TO SUBSTANTIAL COMPLETION INSPECTION. B. REMOVE UNDERGROUND INSTALLATIONS TOA MINIMUM DEPTH OF 2 FEET (600 MM) OR AS INDICATED ON DRAWINGS. GRADE SITE AS INDICATED. C. CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY WORK. D. RESTORE EXISTING FACILITIES USED DURING CONSTRUCTION TO ORIGINAL CONDITION. PART PRODUCTS - NOT USED PART EXECUTION - NOT USED END OF SECTION PART1 GENERAL 1. PRODUCTDATA. A. 2. SHOP DRAWINGS. 3. SAMPLES FOR SELECTION. 1.02 SUBMITTALS 4. SAMPLES FOR VERIFICATION. B. SUBMIT TO ARCHITECT FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. C. SAMPLES WILL BE REVIEWED ONLY FOR AESTHETIC, COLOR, OR B. FINISH SELECTION. D. AFTER REVIEW, PROVIDE COPIES AND DISTRIBUTE IN ACCORDANCE WITH SUBMITTAL PROCEDURES ARTICLE BELOW AND FOR RECORD DOCUMENTS PURPOSES DESCRIBED IN SECTION 017700 -CLOSEOUT (7 O SUBMITTALS. 3.06 SUBMITTALS FOR INFORMATION A. WHEN THE FOLLOWINGARE SPECIFIED IN INDIVIDUAL SECTIONS, D. SUBMITTHEM FOR INFORMATION: 3.03 TRANSPORTATION AND HANDLING 1. DESIGN DATA. COORDINATE SCHEDULE OF PRODUCT DELIVERYTO DESIGNATED 2. CERTIFICATES. PREPARED AREAS IN ORDER TO MINIMIZE SITE STORAGE TIME AND 3. TEST REPORTS. POTENTIAL DAMAGE TO STORED MATERIALS. 4. INSPECTION REPORTS. TRANSPORT AN D HAN IDLE PRODUCTS IN ACCORDANCE WITH 5. MANUFACTURER'S INSTRUCTIONS. MANUFACTURER'S INSTRUCTIONS. 6. MANUFACTURER'S FIELD REPORTS. E. 7. OTHER TYPES INDICATED. B. SUBMIT FOR ARCHITECT'S KNOWLEDGE AS CONTRACT AREAS. ADMINISTRATOR OR FOR OWNER. NO ACTION WILL BE TAKEN. 3.07 SUBMITTALS FOR PROJECT CLOSEOUT A. WHEN THE FOLLOWING ARE SPECIFIED IN INDIVIDUAL SECTIONS, EXISTING MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED, SUBMIT THEM AT PROJECT CLOSEOUT: BUT NOT TO BE RE -USED, RELOCATED, REINSTALLED, DELIVERED TO 1. PROJECT RECORD DOCUMENTS. THE THE OWNER, OR OTHERWISE INDICATED AS TO REMAIN THE 2. OPERATION AND MAINTENANCE DATA. PROPERTY OF THE THE OWNER, BECOME THE PROPERTY OF THE, 3. WARRANTIES. REMOVE FROM SITE. 4. OTHER TYPES AS INDICATED. B. SUBMIT FOR OWNER'S BENEFIT DURING AND AFTER PROJECT COMPLETION. END OF SECTION PART1 GENERAL. 1.01 REFERENCES AND STANDARDS A. FOR PRODUCTS AND WORKMANSHIP SPECIFIED BY REFERENCE TOA DOCUMENT OR DOCUMENTS NOT INCLUDED IN THE PROJECT MANUAL, ALSO REFERRED TO AS REFERENCE STANDARDS, COMPLYWITH REQUIREMENTS OF THE STANDARD, EXCEPT WHEN MORE RIGID REQUIREMENTS ARE SPECIFIED OR ARE REQUIRED BYAPPLICABLE CODES. B. CONFORM TO REFERENCE STANDARD OF DATE OF ISSUE CURRENT ON DATE OF CONTRACT DOCUMENTS, EXCEPT WHERE A SPECIFIC DATE IS ESTABLISHED BYAPPLICABLE CODE. C. OBTAIN COPIES OF STANDARDS WHERE REQUIRED BY PRODUCT SPECIFICATION SECTIONS. D. MAINTAIN COPYAT PROJECT SITE DURING SUBMITTALS, PLANNING, AND PROGRESS OF THE SPECIFIC WORK, UNTIL SUBSTANTIAL COMPLETION. E. SHOULD SPECIFIED REFERENCE STANDARDS CONFLICTWITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM TH E ARCHITECTS BEFORE PROCEEDING. F. NEITHER THE CONTRACTUAL RELATIONSHIPS, DUTIES, OR RESPONSIBILITIES OF THE PARTIES IN CONTRACT NOR THOSE OF THE ARCHITECTS SHALL BE ALTERED FROM THE CONTRACT DOCUMENTS BY MENTION OR INFERENCE OTHERWISE IN ANY REFERENCE DOCUMENT. PART PRODUCTS - NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A. MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS, AND WORKMANSHIP, TO PRODUCE WORK OF SPECIFIED QUALITY. B. COMPLYWITH MANUFACTURERS'INSTRUCTIONS, INCLUDING EACH STEP IN SEQUENCE. C. SHOULD MANUFACTURERS' INSTRUCTIONS CONFLICT WITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE ARCHITECTS BEFORE PROCEEDING. D. COMPLYWITH SPECIFIED STANDARDS AS MINIMUM QUALITY FOR THE WORK EXCEPT WHERE MORE STRINGENT TOLERANCES, CODES, OR SPECIFIED REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE WORKMANSHIP. E. HAVE WORK PERFORMED BY PERSONS QUALIFIED TO PRODUCE REQUIRED AND SPECIFIED QUALITY. F. VERIFYTHAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP DRAWINGS OR AS INSTRUCTED BYTHE MANUFACTURER. G. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION, PHYSICAL DISTORTION, AND DISFIGUREMENT. 3.02TOLERANCES A. MONITOR FABRICATION AND INSTALLATION TOLERANCE CONTROL OF PRODUCTS TO PRODUCE ACCEPTABLE WORK. DO NOT PERMIT TOLERANCES TO ACCUMULATE. B. COMPLYWITH MANUFACTURERS'TOLERANCES. SHOULD MANUFACTURERS' TOLERANCES CON FLICT W ITH CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE ARCHITECTS BEFORE PROCEEDING. C. ADJUST PRODUCTS TO APPROPRIATE DIMENSIONS, POSITION BEFORE SECURING PRODUCTS IN PLACE. 3.03 DEFECT ASSESSMENT A. REPLACE WORK OR PORTIONS OF THE WORK NOT CONFORMING TO SPECIFIED REQUIREMENTS. B. IF, IN THE OPINION OF THE ARCHITECTS, IT IS NOT PRACTICAL TO REMOVE AND REPLACE THE WORK, THE ARCHITECTS WILL DIRECTAN APPROPRIATE REMEDY OR ADJUST PAYMENT. END OF SECTION PART1 GENERAL 1.01 TEMPORARY UTILITIES A. USE TRIGGER -OPERATED NOZZLES FOR WATER HOSES, TO AVOID WASTE OF WATER. 1.02 TEMPORARY SANITARY FACILITIES A. PROVIDE AND MAINTAIN REQUIRED FACILITIES AND ENCLOSURES. PROVIDE AT TIME OF PROJECT MOBILIZATION. B. USE OF EXISTING FACILITIES IS PERMITTED. C. MAINTAIN DAILY IN CLEAN AND SANITARY CONDITION. 1.03 BARRIERS A. PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO CONSTRUCTION AREAS, TOALLOW FOR OWNER'S USE OF SITE AND TO PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM DAMAGE FROM CONSTRUCTION OPERATIONS AND DEMOLITION. B. PROVIDE BARRICADES AND COVERED WALKWAYS REQUIRED BY GOVERNING AUTHORITIES FOR PUBLIC RIGHTS-OF-WAYAND FOR PUBLIC ACCESS TO EXISTING BUILDING. C. PROTECT NOWOWNED VEHICULAR TRAFFIC, STORED MATERIALS, SITE, AND STRUCTURES FROM DAMAGE. 1.04 EXTERIOR ENCLOSURES A. PROVIDE TEMPORARY INSULATED WEATHER TIGHT CLOSURE OF EXTERIOR OPENINGS TO ACCOMMODATE ACCEPTABLE WORKING CONDITIONS AND PROTECTION FOR PRODUCTS, TO ALLOW FOR TEMPORARY HEATING AND MAINTENANCE OF REQUIRED AMBIENT TEMPERATURES IDENTIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, AND TO PREVENT ENTRY OF UNAUTHORIZED PERSONS. PROVIDE ACCESS DOORS WITH SELF-CLOSING HARDWARE AND LOCKS. 1.05 SECURITY A. PROVIDE SECURITY AND FACILITIES TO PROTECT WORK, EXISTING FACILITIES, AND THE OWNER'S OPERATIONS FROM UNAUTHORIZED ENTRY, VANDALISM, OR THEFT. 1.06 VEHICULAR ACCESS AND PARKING A. COORDINATE ACCESS AND HAUL ROUTES WITH GOVERNING AUTHORITIES AND THE OWNER. B. PROVIDE AND MAINTAIN ACCESS TO FIRE HYDRANTS, FREE OF OBSTRUCTIONS. C. PROVIDE MEANS OF REMOVING MUD FROM VEHICLE WHEELS BEFORE ENTERING STREETS. D. PROVIDE TEMPORARY PARKING AREAS TOACCOMMODATE CONSTRUCTION PERSONNEL. WHEN SITE SPACE IS NOTADEQUATE, PROVIDE ADDITIONAL OFF-SITE PARKING. 1.07 WASTE REMOVAL A. PROVIDE WASTE REMOVAL FACILITIES AND SERVICES AS REQUIRED TO MAINTAIN THE SITE IN CLEAN AND ORDERLY CONDITION. B. PROVIDE CONTAINERS WITH LIDS. REMOVE TRASH FROM SITE PERIODICALLY. C. IF MATERIALS TO BE RECYCLED OR RE -USED ON THE PROJECT MUST BE STORED ON-SITE, PROVIDE SUITABLE NON-COMBUSTIBLE CONTAINERS, LOCATE CONTAINERS HOLDING FLAMMABLE MATERIAL OUTSIDE THE STRUCTURE UNLESS OTHERWISE APPROVED BYTHE AUTHORITIES HAVING JURISDICTION. D. OPEN FREE -FALL CHUTES ARE NOT PERMITTED. TERMINATE CLOSED CHUTES INTOAPPROPRIATE CONTAINERS WITH LIDS. 1.08 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. REMOVE TEMPORARY UTILITIES, EQUIPMENT, FACILITIES, MATERIALS, PRIOR TO SUBSTANTIAL COMPLETION INSPECTION. B. REMOVE UNDERGROUND INSTALLATIONS TOA MINIMUM DEPTH OF 2 FEET (600 MM) OR AS INDICATED ON DRAWINGS. GRADE SITE AS INDICATED. C. CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF TEMPORARY WORK. D. RESTORE EXISTING FACILITIES USED DURING CONSTRUCTION TO ORIGINAL CONDITION. PART PRODUCTS - NOT USED PART EXECUTION - NOT USED END OF SECTION PART1 GENERAL 1.01 REFERENCES A. NFPA 70- NATIONAL ELECTRICAL CODE, NATIONAL FIRE PROTECTION ASSOCIATION, 2002. 1.02 SUBMITTALS AND SAMPLES. A. PROPOSED PRODUCTS LIST: SUBMIT LIST OF MAJOR PRODUCTS PROPOSED FOR USE, WITH NAME OF MANUFACTURER, TRADE NAME, AND MODEL NUMBER OF EACH PRODUCT. 1. SUBMIT WITHIN 15 DAYS AFTER DATE OF AGREEMENT. B. PRODUCT DATA SUBMITTALS: SUBMIT MANUFACTURER'S STANDARD PUBLISHED DATA. MARK EACH COPYTO IDENTIFY APPLICABLE PRODUCTS MODELS OPTIONS AND OTHER DATA. SUPPLEMENT MANUFACTURERS' STANDARD DATA TO PROVIDE INFORMATION (7 O SPECIFIC TO THIS PROJECT. C. SHOP DRAWINGSUBMITTALS: PREPARED SPECIFICALLY FOR THIS m � PROJECT. D. SAMPLE SUBMITTALS: ILLUSTRATE FUNCTIONAL AND AESTHETIC 3.03 TRANSPORTATION AND HANDLING CHARACTERISTICS OF THE PRODUCT, WITH INTEGRAL PARTS AND COORDINATE SCHEDULE OF PRODUCT DELIVERYTO DESIGNATED ATTACHMENT DEVICES. COORDINATE SAMPLE SUBMITTALS FOR PREPARED AREAS IN ORDER TO MINIMIZE SITE STORAGE TIME AND INTERFACING WORK. POTENTIAL DAMAGE TO STORED MATERIALS. 1. FOR SELECTION FROM STANDARD FINISHES, SUBMIT SAMPLES TRANSPORT AN D HAN IDLE PRODUCTS IN ACCORDANCE WITH OF THE FULL RANGE OF THE MANUFACTURER'S STANDARD MANUFACTURER'S INSTRUCTIONS. COLORS, TEXTURES, AND PATTERNS. E. INDICATE UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY CONTAMINATION OF PRODUCT AND LITTERING OF SURROUNDING CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS AREAS. FOR SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES. PART PRODUCTS Lu 2.01 EXISTING PRODUCTS A. EXISTING MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED, E. BUT NOT TO BE RE -USED, RELOCATED, REINSTALLED, DELIVERED TO LUO THE THE OWNER, OR OTHERWISE INDICATED AS TO REMAIN THE F. PROPERTY OF THE THE OWNER, BECOME THE PROPERTY OF THE, cn REMOVE FROM SITE. 2.02 NEW PRODUCTS A. PROVIDE NEW PRODUCTS UNLESS SPECIFICALLY REQUIRED OR PERMITTED BYTHE CONTRACT DOCUMENTS. B. DO NOT USE PRODUCTS HAVING ANY OF THE FOLLOWING CHARACTERISTICS: 1. MADE USING OR CONTAINING CFC'S OR HCFC'S. 2.03 PRODUCTOPTIONS STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH A. PRODUCTS SPECIFIED BY REFERENCE STANDARDS OR BY C. DESCRIPTION ONLY: USE ANY PRODUCT MEETING THOSE D. STANDARDS OR DESCRIPTION. B. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS: USE A PRODUCT OF ONE OF THE MANUFACTURERS NAMED AND E. MEETING SPECIFICATIONS, NO OPTIONS OR SUBSTITUTIONS ALLOWED. C. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS WITH A PROVISION FOR SUBSTITUTIONS: SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY MANUFACTURER NOT NAMED. 2.04 SPARE PARTS AND MAINTENANCE PRODUCTS A. PROVIDE SPARE PARTS, MAINTENANCE, AND EXTRA PRODUCTS OF DISCOLORATION, OR STAINING. TYPES AND IN QUANTITIES SPECIFIED IN INDIVIDUAL SPECIFICATION PROVIDE EQUIPMENT AND PERSONNEL TO STORE PRODUCTS BY SECTIONS. B. DELIVER TO PROJECT SITE, OBTAIN RECEIPT PRIOR TO FINAL ARRANGE STORAGE OF PRODUCTS TO PERMIT ACCESS FOR PAYMENT. PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. INSTRUCTIONS TO BIDDERS SPECIFY TIME RESTRICTIONS FOR SUBMITTING REQUESTS FOR SUBSTITUTIONS DURINGTHE BIDDING PERIOD. COMPLYWITH REQUIREMENTS SPECIFIED IN THIS SECTION. B. THE ARCHITECTS AND THE OWNER WILL CONSIDER REQUESTS FOR SUBSTITUTIONS ONLY WITHIN 15 DAYS AFTER DATE OF AGREEMENT. C. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN A PRODUCT BECOMES UNAVAILABLE THROUGH NO FAULT OF THE OWNER. D. DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS. E. A REQUEST FOR SUBSTITUTION CONSTITUTES A REPRESENTATION THAT THE SUBMITTER: 1. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR EXCEEDS THE QUALITY LEVEL OF THE SPECIFIED PRODUCT. 2. WILL PROVIDE THE SAME WARRANTY FOR THE SUBSTITUTION AS FOR THE SPECIFIED PRODUCT. 3. WILL COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK, WHICH MAY BE REQUIRED FOR THE WORK TO BE COMPLETE WITH NO ADDITIONAL COST TO THE OWNER. 4. WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION, WHICH MAY SUBSEQUENTLY BECOME APPARENT. 5. WILL REIMBURSE THE OWNER AND THE ARCHITECTS FOR REVIEW OR REDESIGN SERVICES ASSOCIATED WITH RE -APPROVAL BY AUTHORITIES. F. SUBSTITUTIONS WILL NOT BE CONSIDERED M EN THEY ARE INDICATED OR IMPLIED ON SHOP DRAWING OR PRODUCT DATA SUBMITTALS, WITHOUT SEPARATE WRITTEN REQUEST, OR WHEN ACCEPTANCE WILL REQUIRE REVISION TO THE CONTRACT DOCUMENTS. G. SUBSTITUTION SUBMITTAL PROCEDURE: 1. SUBMITTHREE COPIES OF REQUEST FOR SUBSTITUTION FOR CONSIDERATION. LIMIT EACH REQUEST TOONE PROPOSED SUBSTITUTION. 2. SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND CERTIFIED TEST RESULTS ATTESTING TO THE PROPOSED PRODUCT EQUIVALENCE. BURDEN OF PROOF IS ON PROPOSER. 3. THE ARCHITECTS WILL NOTIFY IN WRITING OF DECISION TO ACCEPTOR REJECT REQUEST. 3.02 OWNER -SUPPLIED PRODUCTS A. REFER TO DRAWINGS FOR IDENTIFICATION OF OWNER -SUPPLIED PRODUCTS. B. OWNER'S RESPONSIBILITIES: 1. ARRANGE FORAND DELIVER APPLICABLE OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES,TO CONTRACTOR. 2. ARRANGE AND PAY FOR PRODUCT DELIVERYTO SITE. 3. ARRANGE FOR MANUFACTURERS' WARRANTIES, INSPECTIONS, David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C i mg SEAL SEAL AND SERVICE. C. CONTRACTOR'S RESPONSIBILITIES: 1. REVIEW OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. 2. RECEIVE AND UNLOAD PRODUCTS AT SITE, INSPECT FOR COMPLETENESS OR DAMAGE. ALL DAMAGED OR MISSING MATERIALS SHALL BE DOCUMENTED TO OWNER &SUPPLIER WITHIN THREE DAYS OF RECEIVING DELIVERYOF MATERIALS. DAMAGED OR MISSING MATERIALS IDENTIFIED AFTER THREE DAYS FROM DELIVERYARE THE CONTRACTORS RESPONSIBILITY TO REPLACE AT CONTRACTORS COST FOR MATERIAL AND SHIPPING. COORDINATE REPLACEMENT WITH (7 O OWNER AND SUPPLIER. 3. ALL MATERIALS SHALL BE STORED IN A SECURE LOCATION, m � PROTECT FROM DAMAGE &THEFT. 4. HANDLE, STORE, INSTALL AND FINISH PRODUCTS. 3.03 TRANSPORTATION AND HANDLING A. COORDINATE SCHEDULE OF PRODUCT DELIVERYTO DESIGNATED PREPARED AREAS IN ORDER TO MINIMIZE SITE STORAGE TIME AND POTENTIAL DAMAGE TO STORED MATERIALS. B. TRANSPORT AN D HAN IDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. TRANSPORT MATERIALS IN COVEREDTRUCKSTO PREVENT CONTAMINATION OF PRODUCT AND LITTERING OF SURROUNDING AREAS. D. PROMPTLYINSPECT SHIPMENTSTO ENSURETHAT PRODUCTS Lu COMPLYWITH REQUIREMENTS, QUANTITIES ARE CORRECT, AND PRODUCTS ARE UNDAMAGED. E. PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY LUO METHODS TO PREVENT SOILING, DISFIGUREMENT, OR DAMAGE. F. ARRANGE FOR THE RETURN OF PACKING MATERIALS, SUCH AS WOOD cn PALLETS, WHERE ECONOMICALLY FEASIBLE. 3.04 STORAGE AND PROTECTION A. DESIGNATE RECEIVING/STORAGE AREAS FOR INCOMING PRODUCTS SO THAT THEY ARE DELIVERED ACCORDING TO INSTALLATION SCHEDULE AND PLACED CONVENIENT TO WORK AREA IN ORDER TO MINIMIZE WASTE DUE TO EXCESSIVE MATERIALS HANDLING AND MISAPPLICATION. B. STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. C. STORE WITH SEALS AND LABELS INTACT AND LEGIBLE. D. STORE SENSITIVE PRODUCTS IN WEATHER TIGHT, CLIMATE CONTROLLED, ENCLOSURES IN AN ENVIRONMENT FAVORABLE TO PRODUCT. E. FOR EXTERIOR STORAGE OF FABRICATED PRODUCTS, PLACE ON SLOPED SUPPORTS ABOVE GROUND. F. COVER PRODUCTS SUBJECTTO DETERIORATION WITH IMPERVIOUS SHEETCOVERING. PROVIDE VENTILATION TO PREVENT CONDENSATION AND DEGRADATION OF PRODUCTS. G. PREVENT CONTACT WITH MATERIAL THAT MAY CAUSE CORROSION, DISCOLORATION, OR STAINING. H. PROVIDE EQUIPMENT AND PERSONNEL TO STORE PRODUCTS BY METHODS TO PREVENT SOILING, DISFIGUREMENT, OR DAMAGE. I. ARRANGE STORAGE OF PRODUCTS TO PERMIT ACCESS FOR INSPECTION. PERIODICALLY INSPECT TO VERIFY PRODUCTS ARE UNDAMAGED AND ARE MAINTAINED IN ACCEPTABLE CONDITION. END OF SECTION David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C i mg SEAL SEAL DATE IISSUE/REVISION 06-02-2021 I BID PERMIT ■ Q Lu Q J % (7 O oY Q m � °° O C/)of 0 Lu < 0 LUO LU cn c� DATE IISSUE/REVISION 06-02-2021 I BID PERMIT ■ Q PART1 GENERAL 1.01 SUBMITTALS INCLUDES A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS, FOR B. SUBMITTAL PROCEDURES. B. SURVEYWORK: SUBMIT NAME, ADDRESS, AND TELEPHONE NUMBER 1.02 RELATEDSECTIONS OF SURVEYOR BEFORE STARTING SURVEYWORK. SECTION 013000 -ADMINISTRATIVE REQUIREMENTS: SUBMITTALS 1. ON REQUEST, SUBMIT DOCUMENTATION VERIFYING PROCEDURES SHOP DRAWINGS PRODUCT DATA AND SAMPLES. ACCURACYOF SURVEYWORK. INDIVIDUAL PRODUCT SECTIONS: SPECIFIC REQUIREMENTS FOR 2. SUBMITA COPYOF SITE DRAWINGSIGNED BYTHE LAND OPERATION AND MAINTENANCE DATA. SURVEYOR THAT THE ELEVATIONS AND LOCATIONS OF THE INDIVIDUAL PRODUCT SECTIONS: WARRANTIES REQUIRED FOR WORKARE IN CONFORMANCE WITH CONTRACT DOCUMENTS. SPECIFIC PRODUCTS OR WORK. 3. SUBMITSURVEYS AND SURVEY LOGS FOR THE PROJECT AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS RECORD. C. DEMOLITION PLAN: SUBMIT DEMOLITION PLAN AS SPECIFIED BY EPA, ARCHITECTS WITH CLAIM FOR FINAL APPLICATION FOR PAYMENT. OSHA AND GOVERNING AUTHORITIES. OPERATION AND MAINTENANCE DATA: 1. INDICATE EXTENT OF DEMOLITION, REMOVAL SEQUENCE, 1. SUBMIT TWO COPIES OF PRELIMINARY DRAFT OR PROPOSED BRACING AND SHORING, AND LOCATION AND CONSTRUCTION FORMATS AND OUTLINES OF CONTENTS BEFORE START OF OF BARRICADES AND FENCES. WORK. THE ARCHITECTS WILL REVIEW DRAFTAND RETURN 2. IDENTIFY DEMOLITION FIRM AND SUBMIT QUALIFICATIONS. ONE COPYWITH COMMENTS. 3. INCLUDE A SUMMARY OF SAFETY PROCEDURES. 2. SUBMIT 1 COPYOF COMPLETED DOCUMENTS 15 DAYS PRIOR 4. INCLUDE SUMMARYOF DEMOLITION AND REMOVAL OF TO FINAL INSPECTION. THIS COPY WILL BE REVIEWED AND ASBESTOS MATERIALS. D. CUTTING AND PATCHING: SUBMIT WRITTEN REQUEST IN ADVANCE OF COMMENTS. REVISE CONTENT OF ALL DOCUMENT SETS AS CUTTING OR ALTERATION, WHICH AFFECTS: REQUIRED PRIOR TO FINAL SUBMISSION. 1. STRUCTURAL INTEGRITY OF ANY ELEMENT OF PROJECT. 3. SUBMIT TWO SETS OF REVISED FINAL DOCUMENTS IN FINAL 2. INTEGRITY OF WEATHER EXPOSED OR MOISTURE RESISTANT FORM WITHIN 10 DAYS AFTER FINAL INSPECTION. ELEMENT. WARRANTIES AND BONDS: 3. EFFICIENCY,MAINTENANCE, OR SAFETY OF ANY OPERATIONAL 1. FOR EQUIPMENT OR COMPONENT PARTS OF EQUIPMENT PUT ELEMENT. INTO SERVICE DURING CONSTRUCTION WITH THE OWNER'S 4. VISUAL QUALITIES OF SIGHT EXPOSED ELEMENTS. PERMISSION, SUBMIT DOCUMENTS WITHIN TEN DAYS AFTER 5. WORK OF THE OWNER OR SEPARATE CONTRACTOR. E. PROJECT RECORD DOCUMENTS: ACCURATELY RECORD ACTUAL 2. MAKE OTHER SUBMITTALS WITHIN TEN DAYS AFTER DATE OF LOCATIONS OF CAPPED AND ACTIVE UTILITIES. 1.02 QUALIFICATIONS A. FOR SURVEYWORK, EMPLOYA LAND SURVEYOR REGISTERED IN AND 3. FOR ITEMS OF WORK FOR WHICH ACCEPTANCE IS DELAYED ACCEPTABLE TO THE OWNER. SUBMIT EVIDENCE OF SURVEYOR'S BEYOND DATE OF SUBSTANTIAL COMPLETION, SUBMIT WITHIN ERRORS AND OMISSIONS INSURANCE COVERAGE IN THE FORM OF AN TEN DAYS AFTER ACCEPTANCE, LISTING THE DATE OF INSURANCE CERTIFICATE. 1.03 PROJECT CONDITIONS A. PROTECT SITE FROM PUDDLING OR RUNNING WATER. PROVIDE 3.01 PROJECT RECORD DOCUMENTS WATER BARRIERS AS REQUIRED TO PROTECT SITE FROM SOIL MAINTAIN ON SITE ONE SET OF THE FOLLOWING RECORD EROSION. B. VENTILATE ENCLOSED AREAS TO ASSIST CURE OF MATERIALS, TO 1. DRAWINGS. DISSIPATE HUMIDITY, AND TO PREVENT ACCUMULATION OF DUST, 2. SPECIFICATIONS. FUMES VAPORS OR GASES. C. DUST CONTROL: EXECUTE WORK BY METHODS TO MINIMIZE RAISING 4. CHANGE ORDERS AND OTHER MODIFICATIONS TO THE DUST FROM CONSTRUCTION OPERATIONS. PROVIDE POSITIVE MEANS CONTRACT. TO PREVENT AIR -BORNE DUST FROM DISPERSING INTO ATMOSPHERE. D. EROSION AND SEDIMENT CONTROL: PLAN AND EXECUTE WORK BY 6. MANUFACTURER'S INSTRUCTION FOR ASSEMBLY, METHODS TO CONTROL SURFACE DRAINAGE FROM CUTS AND FILLS, INSTALLATION, AND ADJUSTING. FROM BORROW AND WASTE DISPOSAL AREAS. PREVENT EROSION ENSURE ENTRIES ARE COMPLETE AND ACCURATE, ENABLING FUTURE AND SEDIMENTATION. E. PESTCONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO STORE RECORD DOCUMENTS SEPARATE FROM DOCUMENTS USED PREVENT PESTS AND INSECTS FROM DAMAGING THE WORK. F. RODENTCONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO RECORD INFORMATION CONCURRENT WITH CONSTRUCTION PREVENT RODENTS FROM ACCESSING OR INVADING PREMISES. G. POLLUTION CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES SPECIFICATIONS: LEGIBLY MARK AND RECORD AT EACH PRODUCT TO PREVENT CONTAMINATION OF SOIL, WATER, AND ATMOSPHERE SECTION DESCRIPTION OF ACTUAL PRODUCTS INSTALLED, INCLUDING FROM DISCHARGE OF NOXIOUS, TOXIC SUBSTANCES, AND THE FOLLOWING: POLLUTANTS PRODUCED BYCONSTRUCTION OPERATIONS. 1.04 COORDINATION A. COORDINATE SCHEDULING, SUBMITTALS, AND WORK OF THE VARIOUS D. SECTIONS OF THE PROJECT MANUAL TO ENSURE EFFICIENT AND F. ORDERLY SEQUENCE OF INSTALLATION OF INTERDEPENDENT END OF SECTION CONSTRUCTION ELEMENTS, WITH PROVISIONS FOR ACCOMMODATING ITEMS INSTALLED LATER. B. NOTIFYAFFECTED UTILITY COMPANIES AND COMPLYWITH THEIR REQUIREMENTS. C. VERIFYTHAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF NEW OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES. COORDINATE WORK OF VARIOUS SECTIONS HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT. D. COORDINATE SPACE REQUIREMENTS, SUPPORTS, AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND CONDUIT, AS CLOSELYAS PRACTICABLE, PLACE RUNS PARALLEL WITH LINES OF BUILDING. UTILIZE SPACES EFFICIENTLYTO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS. E. IN FINISHED AREAS EXCEPT AS OTHERWISE INDICATED, CONCEAL PIPES, DUCTS, AND WIRING WITHIN THE CONSTRUCTION. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS. F. COORDINATE COMPLETION AND CLEAN UP OF WORK OF SEPARATE SECTIONS. G. AFTER THE OWNER OCCUPANCYOF PREMISES, COORDINATE ACCESS TO SITE FOR CORRECTION OF DEFECTIVE WORKAND WORK NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS, TO MINIMIZE DISRUPTION OF THE OWNER'S ACTIVITIES. PART PRODUCTS 2.01 PATCHING MATERIALS A. NEW MATERIALS: AS SPECIFIED IN PRODUCT SECTIONS, MATCH EXISTING PRODUCTS AND WORK FOR PATCHING AND EXTENDING WORK. B. TYPE AND QUALITY OF EXISTING PRODUCTS: DETERMINE BY INSPECTING AND TESTING PRODUCTS WHERE NECESSARY, REFERRING TO EXISTING WORK ASA STANDARD. C. PRODUCT SUBSTITUTION: FOR ANY PROPOSED CHANGE IN MATERIALS, SUBMIT REQUEST FOR SUBSTITUTION DESCRIBED IN SECTION 016000. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFYTHAT EXISTING SITE CONDITIONS AND SUBSTRATE SURFACES ARE ACCEPTABLE FOR SUBSEQUENT WORK. START OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS. B. VERIFYTHAT EXISTING SUBSTRATE IS CAPABLE OF STRUCTURAL SUPPORT OR ATTACHMENT OF NEW WORK BEINGAPPLIED OR ATTACHED. C. EXAMINE AND VERIFY SPECIFIC CONDITIONS DESCRIBED IN INDIVIDUAL SPECIFICATION SECTIONS. D. TAKE FIELD MEASUREMENTS BEFORE CONFIRMING PRODUCT ORDERS OR BEGINNING FABRICATION, TO MINIMIZE WASTE DUE TO OVER -ORDERING OR MIS -FABRICATION. E. VERIFYTHAT UTILITY SERVICES ARE AVAILABLE, OF THE CORRECT CHARACTERISTICS, AND IN THE CORRECT LOCATIONS. F. PRIOR TO CUTTING: EXAMINE EXISTING CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING CUTTING AND PATCHING. AFTERUNCOVERING EXISTING WORK, ASSESS CONDITIONS AFFECTING PERFORMANCE OF WORK. BEGINNING OF CUTTING OR PATCHING MEANS ACCEPTANCE OF EXISTING CONDITIONS. 3.02 PREPARATION A. CLEAN SUBSTRATE SURFACES PRIOR TO APPLYING NEXT MATERIAL OR SUBSTANCE. B. SEAL CRACKS OR OPENINGS OF SUBSTRATE PRIOR TO APPLYING NEXT MATERIAL OR SUBSTANCE. C. APPLY MANUFACTURER REQUIRED OR RECOMMENDED SUBSTRATE PRIMER, SEALER, OR CONDITIONER PRIOR TOAPPLYING ANY NEW MATERIAL OR SUBSTANCE IN CONTACT OR BOND. 3.03 GENERAL INSTALLATION REQUIREMENTS A. INSTALL PRODUCTS AS SPECIFIED IN INDIVIDUAL SECTIONS, IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND SO AS TO AVOID WASTE DUE TO NECESSITY FOR REPLACEMENT. B. MAKE VERTICAL ELEMENTS PLUMB AND HORIZONTAL ELEMENTS LEVEL, UNLESS OTHERWISE INDICATED. C. INSTALL EQUIPMENT AND FITTINGS PLUMB AND LEVEL, NEATLY ALIGNED WITH ADJACENT VERTICAL AND HORIZONTAL LINES, UNLESS OTHERWISE INDICATED. 6/3/2021 9:11:32 AM D. MAKE CONSISTENT TEXTURE ON SURFACES, WITH SEAMLESS TRANSITIONS, UNLESS OTHERWISE INDICATED. E. MAKE NEAT TRANSITIONS BE_RNEEN DIFFERENT SURFACES, MAINTAINING TEXTURE AND APPEARANCE. 3.04 ALTERATIONS A. DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILITIES ARE BASED ON EXISTING RECORD DOCUMENTS ONLY EXISTING CONSTRUCTION CONDITIONS HAVE NOT BEEN FIELD VERIFIED. 1. VERIFYTHAT CONSTRUCTION AND UTILITY ARRANGEMENTS ARE AS SHOWN. 2. REPORT DISCREPANCIES TO THE ARCHITECTS BEFORE DISTURBING EXISTING INSTALLATION. 3. BEGINNING OF ALTERATIONS WORK CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS. B. MAINTAIN WEATHERPROOF EXTERIOR BUILDING ENCLOSURE EXCEPT FOR INTERRUPTIONS REQUIRED FOR REPLACEMENT OR MODIFICATIONS, TAKE CARE TO PREVENT WATER AND HUMIDITY DAMAGE. 1. WHERE OPENINGS IN EXTERIOR ENCLOSURE EXIST, PROVIDE CONSTRUCTION TO MAKE EXTERIOR ENCLOSURE WEATHERPROOF. 2. INSULATE EXISTING DUCTS OR PIPES THATARE EXPOSED TO OUTDOOR AMBIENT TEMPERATURES BYALTERATIONS WORK. C. REMOVE EXISTING WORKAS INDICATED AND AS REQUIRED TO ACCOMPLISH NEW WORK. 1. REMOVE ROTTED WOOD, CORRODED METALS, AND DETERIORATED MASONRYAND CONCRETE, REPLACE WITH NEW CONSTRUCTION SPECIFIED. 2. REMOVE ITEMS INDICATED ON DRAWINGS. 3. RELOCATE ITEMS INDICATED ON DRAWINGS. 4. WHERE NEWSURFACE FINISHESARETO BE APPLIED TO EXISTING WORK, PERFORM REMOVALS, PATCH, AND PREPARE EXISTING SURFACES AS REQUIRED TO RECEIVE NEW FINISH, REMOVE EXISTING FINISH IF NECESSARY FOR SUCCESSFUL APPLICATION OF NEW FINISH. 5. WHERE NEW SURFACE FINISHES ARE NOT SPECIFIED OR INDICATED, PATCH HOLES AND DAMAGED SURFACES TO MATCH ADJACENT FINISHED SURFACES AS CLOSELYAS POSSIBLE. D. SERVICES (INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, ELECTRICAL, AND TELECOMMUNICATIONS): REMOVE, RELOCATE, AND EXTEND EXISTING SYSTEMS TOACCOMMODATE NEW CONSTRUCTION. 1. MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO REMAIN IN OPERATION, MAINTAIN ACCESS TO EQUIPMENT AND OPERATIONAL COMPONENTS, IF NECESSARY, MODIFY INSTALLATION TO ALLOW ACCESS OR PROVIDE ACCESS PANEL. 2. WHERE EXISTING SYSTEMS OR EQUIPMENTARE NOTACTIVE AND CONTRACT DOCUMENTS REQUIRE REACTIVATION, PUT BACK INTO OPERATIONAL CONDITION REPAIR SUPPLY DISTRIBUTION, AND EQUIPMENTAS REQUIRED. 3. WHERE EXISTING ACTIVE SYSTEMS SERVE OCCUPIED FACILITIES BUT ARE TO BE REPLACED WITH NEW SERVICES, MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW SYSTEMS ARE COMPLETE AND READY FOR SERVICE. a. DISABLE EXISTING SYSTEMS ONLYTO MAKE SWITCHOVERS AND CONNECTIONS, MINIMIZE DURATION OF OUTAGES. b. PROVIDE TEMPORARY CONNECTIONS AS REQUIRED TO MAINTAIN EXISTING SYSTEMS IN SERVICE. 4. VERIFY THAT ABANDONED SERVICES SERVE ONLY ABANDONED FACILITIES. 5. REMOVEABANDONED PIPE, DUCTS, CONDUITS, AND EQUIPMENT, REMOVE BACK TO SOURCE OF SUPPLYMERE POSSIBLE, OTHERWISE CAP STUB AND TAG WITH IDENTIFICATION, PATCH HOLES LEFT BY REMOVAL USING MATERIALS SPECIFIED FOR NEW CONSTRUCTION. E. PROTECT EXISTING WORK TO REMAIN. 1. PREVENT MOVEMENT OF STRUCTURE, PROVIDE SHORING AND BRACING IF NECESSARY. 2. PERFORM CUTTING TO ACCOMPLISH REMOVALS NEATLYAND AS SPECIFIED FOR CUTTING NEW WORK. 3. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED DURING REMOVAL WORK. 4. PATCH AS SPECIFIED FOR PATCHING NEW WORK. F. ADAPT EXISTING WORKTO FIT NEW WORK: 1. WHEN EXISTING FINISHED SURFACES ARE CUT SO THAT SMOOTH TRANSITION WITH NEW WORK IS NOT POSSIBLE TERMINATE EXISTING SURFACE ALONG A STRAIGHT LINE AT A NATURAL LINE OF DIVISION AND MAKE RECOMMENDATION TO THE ARCHITECTS. 3.05 CUTTING AND PATCHING A. EXECUTE CUTTING AND PATCHING INCLUDING EXCAVATION AND FILL TO COMPLETE THE WORK, TO UNCOVER WORK IN ORDER TO INSTALL IMPROPERLY SEQUENCED WORK, TO REMOVE AND REPLACE DEFECTIVE OR NON -CONFORMING WORK, TO REMOVE SAMPLES OF INSTALLED WORK FOR TESTING WHEN REQUESTED, TO PROVIDE OPENINGS IN THE WORK FOR PENETRATION OF MECHANICAL AND ELECTRICAL WORK, TO EXECUTE PATCHING TO COMPLEMENT ADJACENT WORK, AND TO FIT PRODUCTS TOGETHER TO INTEGRATE WITH OTHER WORK. B. EXECUTE WORK BY METHODS TO AVOID DAMAGE TO OTHER WORK, AND WHICH WILL PROVIDE APPROPRIATE SURFACES TO RECEIVE PATCHING AND FINISHING. IN EXISTING WORK, MINIMIZE DAMAGE AND RESTORE TO ORIGINAL CONDITION. C. EMPLOYORIGINAL INSTALLER TO PERFORM CUTTING FOR WEATHER EXPOSED AND MOISTURE RESISTANT ELEMENTS, AND SIGHT EXPOSED SURFACES. D. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL. PNEUMATIC TOOLS NOT ALLOWED WITHOUT PRIOR APPROVAL. E. RESTORE WORK WITH NEW PRODUCTS IN ACCORDANCE WITH REQUIREMENTS OF CONTRACT DOCUMENTS. F. FITWORK AIR TIGHTTO PIPES, SLEEVES, DUCTS, CONDUIT, AND OTHER PENETRATIONS THROUGH SURFACES. G. REFINISH SURFACES TO MATCH ADJACENT FINISH. FOR CONTINUOUS SURFACES, REFINISH TO NEAREST INTERSECTION OR NATURAL BREAK. FOR AN ASSEMBLY, REFINISH ENTIRE UNIT. H. MAKE NEAT TRANSITIONS. PATCH WORK TO MATCH ADJACENT WORK IN TEXTURE AND APPEARANCE. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PERFORM A SMOOTH AND EVEN TRANSITION. 3.06 PROGRESS CLEANING A. MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. MAINTAIN SITE INA CLEAN AND ORDERLY CONDITION. B. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS, ATTICS, CRAWL SPACES, AND OTHER CLOSED OR REMOTE SPACES, PRIOR TO ENCLOSING THE SPACE. C. BROOM AND VACUUM CLEAN INTERIOR AREAS PRIOR TO START OF SURFACE FINISHING, AND CONTINUE CLEANING TO ELIMINATE DUST. D. COLLECT AND REMOVE WASTE MATERIALS, DEBRIS, AND TRASH/RUBBISH FROM SITE PERIODICALLYAND DISPOSE OFF-SITE, DO NOT BURN OR BURY. 3.07 PROTECTION OF INSTALLED WORK A. PROTECT INSTALLED WORK FROM DAMAGE BY CONSTRUCTION OPERATIONS. B. PROVIDE SPECIAL PROTECTION WHERE SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. C. PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. CONTROL ACTIVITY IN IMMEDIATE WORK AREA TO PREVENT DAMAGE. D. PROVIDE PROTECTIVE COVERINGS AT WALLS, PROJECTIONS, JAMBS, SILLS, AND SOFFITS OF OPENINGS. E. PROTECT FINISHED FLOORS, STAIRS, AND OTHER SURFACES FROM TRAFFIC, DIRT, WEAR, DAMAGE, OR MOVEMENT OF HEAVY OBJECTS, BY PROTECTING WITH DURABLE SHEET MATERIALS. F. PROH IBIT TRAFFIC OR STORAGE UPON WATERPROOFED OR ROOFED SURFACES. IF TRAFFIC OR ACTIVITY IS NECESSARY OBTAIN RECOMMENDATIONS FOR PROTECTION FROM WATERPROOFING OR ROOFING MATERIAL MANUFACTURER. G. REMOVE PROTECTIVE COVERINGS WHEN NO LONGER NEEDED, REUSE OR RECYCLE PLASTIC COVERINGS IF POSSIBLE. 3.08 STARTINGSYSTEMS A. COORDINATE SCHEDULE FOR START-UP OF VARIOUS EQUIPMENT AND SYSTEMS. B. VERIFYTHAT EACH PIECE OF EQUIPMENT OR SYSTEM HAS BEEN CHECKED FOR PROPER LUBRICATION, DRIVE ROTATION, BELT TENSION, CONTROL SEQUENCE, AND FOR CONDITIONS WHICH MAY CAUSE DAMAGE. C. VERIFYTESTS, METER READINGS, AND SPECIFIED ELECTRICAL CHARACTERISTICS AGREE WITH THOSE REQUIRED BYTHE EQUIPMENT OR SYSTEM MANUFACTURER. D. VERIFY THAT WIRING AND SUPPORT COMPONENTS FOR EQUIPMENT ARE COMPLETE AND TESTED. E. EXECUTE START-UP UNDER SUPERVISION OF APPLICABLE PERSONNEL AND MANUFACTURER'S REPRESENTATIVE IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. F. SUBMITA WRITTEN REPORT THAT EQUIPMENT OR SYSTEM HAS BEEN PROPERLY INSTALLED AND IS FUNCTIONING CORRECTLY. 3.09 DEMONSTRATION AND INSTRUCTION A. DEMONSTRATE START-UP, OPERATION, CONTROL, ADJUSTMENT, TROUBLE -SHOOTING, SERVICING, MAINTENANCE, AND SHUTDOWN OF EACH ITEM OF EQUIPMENT AT SCHEDULED TIME, AT EQUIPMENT LOCATION. B. FOR EQUIPMENT OR SYSTEMS REQUIRING SEASONAL OPERATION, PERFORM DEMONSTRATION FOR OTHER SEASON WITHIN SIX MONTHS. C. PROVIDE A QUALIFIED PERSON WHO IS KNOWLEDGEABLE ABOUT THE PROJECT TO PERFORM DEMONSTRATION AND INSTRUCTION OF OWNER PERSONNEL. 3.10 ADJUSTING A. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH AND UNHINDERED OPERATION. 3.11 FINAL CLEANING A. EXECUTE FINAL CLEAN UP PRIOR TO SUBSTANTIAL COMPLETION. CLEANUP SHALL INCLUDE BUILDING AREA, CONSTRUCTION AREA WITHIN WORK LIMITS AND CONSTRUCTION ACCESS ROUTES. B. USE CLEANING MATERIALS THAT ARE NON -HAZARDOUS. C. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO VIEW, REMOVE TEMPORARY LABELS, STAINS AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, WIPE GYPSUM BOARD WALLS READY FOR TENANT PAINT FINISH, BROOM CLEAN INTERIOR FLOOR SLAB D. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MATERIALS APPROPRIATE TO THE SURFACE AND MATERIAL BEING CLEANED. E. CLEAN FILTERS OF OPERATING EQUIPMENT. F. CLEAN DEBRIS FROM ROOFS, DOWNSPOUTS, AND DRAINAGE SYSTEMS. G. CLEAN SITE, SWEEP PAVED AREAS, RAKE CLEAN LANDSCAPED SURFACES. H. REMOVE WASTE, SURPLUS MATERIALS, TRASH/RUBBISH, AND CONSTRUCTION FACILITIES FROM THE SITE DISPOSE OF IN LEGAL MANNER DO NOT BURN OR BURY. 3.12 CLOSEOUT PROCEDURES A. MAKE SUBMITTALS THATARE REQUIRED BY GOVERNING OR OTHER AUTHORITIES. 1. PROVIDE COPIES TOTHE ARCHITECTS AND THE OWNER. B. NOTIFYTHE ARCHITECTS AND THE OWNERWHEN WORK IS CONSIDERED READY FOR SUBSTANTIAL COMPLETION. C. SUBMIT WRITTEN CERTIFICATION THAT CONTRACT DOCUMENTS HAVE BEEN REVIEWED, WORK HAS BEEN INSPECTED, AND THAT WORK IS COMPLETE IN ACCORDANCE WITH CONTRACT DOCUMENTS AND READY FOR THE ARCHI FECTS'S AND THE OWNER'S REVIEW. D. CORRECT ITEMS OF WORK LISTED IN EXECUTED CERTIFICATES OF SUBSTANTIAL COMPLETION AND COMPLY WITH REQUIREMENTS FOR ACCESS TO THE OWNER-OCCU PIED AREAS. E. NOTIFYTHE ARCH ITECTS AND THE OWN ER WHEN WORK IS CONSIDERED FINALLY COMPLETE. F. COMPLETE ITEMS OF WORK DETERMINED BY THE ARCHITECTS'SAND THE OWNER'S FINAL INSPECTION. END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. PROJECT RECORD DOCUMENTS. B. OPERATION AND MAINTENANCE DATA. C. WARRANTIES AND BONDS. 1.02 RELATEDSECTIONS A. SECTION 013000 -ADMINISTRATIVE REQUIREMENTS: SUBMITTALS PROCEDURES SHOP DRAWINGS PRODUCT DATA AND SAMPLES. B. INDIVIDUAL PRODUCT SECTIONS: SPECIFIC REQUIREMENTS FOR B. OPERATION AND MAINTENANCE DATA. C. INDIVIDUAL PRODUCT SECTIONS: WARRANTIES REQUIRED FOR SPECIFIC PRODUCTS OR WORK. 1.03 SUBMITTALS AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. PROJECT RECORD DOCUMENTS: SUBMIT DOCUMENTS TO THE ARCHITECTS WITH CLAIM FOR FINAL APPLICATION FOR PAYMENT. B. OPERATION AND MAINTENANCE DATA: 1. SUBMIT TWO COPIES OF PRELIMINARY DRAFT OR PROPOSED FORMATS AND OUTLINES OF CONTENTS BEFORE START OF WORK. THE ARCHITECTS WILL REVIEW DRAFTAND RETURN ONE COPYWITH COMMENTS. 2. SUBMIT 1 COPYOF COMPLETED DOCUMENTS 15 DAYS PRIOR B. TO FINAL INSPECTION. THIS COPY WILL BE REVIEWED AND RETURNED AFTER FINAL INSPECTION, WITH THE ARCHITECTS COMMENTS. REVISE CONTENT OF ALL DOCUMENT SETS AS REQUIRED PRIOR TO FINAL SUBMISSION. 3. SUBMIT TWO SETS OF REVISED FINAL DOCUMENTS IN FINAL C. FORM WITHIN 10 DAYS AFTER FINAL INSPECTION. C. WARRANTIES AND BONDS: 1. FOR EQUIPMENT OR COMPONENT PARTS OF EQUIPMENT PUT INTO SERVICE DURING CONSTRUCTION WITH THE OWNER'S PERMISSION, SUBMIT DOCUMENTS WITHIN TEN DAYS AFTER D. ACCEPTANCE. 2. MAKE OTHER SUBMITTALS WITHIN TEN DAYS AFTER DATE OF E. SUBSTANTIAL COMPLETION, PRIOR TO FINAL APPLICATION FOR PAYMENT. F. 3. FOR ITEMS OF WORK FOR WHICH ACCEPTANCE IS DELAYED G. BEYOND DATE OF SUBSTANTIAL COMPLETION, SUBMIT WITHIN TEN DAYS AFTER ACCEPTANCE, LISTING THE DATE OF H. ACCEPTANCE AS THE BEGINNING OF THE WARRANTY PERIOD. PART EXECUTION SPECIFICATION SECTIONS. 3.01 PROJECT RECORD DOCUMENTS A. MAINTAIN ON SITE ONE SET OF THE FOLLOWING RECORD PREPARE INSTRUCTIONS AND DATA BY PERSONNEL EXPERIENCED IN DOCUMENTS, RECORD ACTUAL REVISIONS TO THE WORK: MAINTENANCE AND OPERATION OF DESCRIBED PRODUCTS. 1. DRAWINGS. PREPARE DATA IN THE FORM OF AN INSTRUCTIONAL MANUAL. 2. SPECIFICATIONS. BINDERS: COMMERCIAL QUALITY, 8-1/2 X 11 INCH (216 X 280 MM) 3. ADDENDA. THREE D SIDE RING BINDERS WITH DURABLE PLASTIC COVERS, 21NCH 4. CHANGE ORDERS AND OTHER MODIFICATIONS TO THE (50 MM) MAXIMUM RING SIZE. WHEN MULTIPLE BINDERS ARE USED, CONTRACT. CORRELATE DATA INTO RELATED CONSISTENT GROUPINGS. 5. REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. PROVIDE TABBED DIVIDERS FOR EACH SEPARATE PRODUCT AND 6. MANUFACTURER'S INSTRUCTION FOR ASSEMBLY, SYSTEM, WITH TYPED DESCRIPTION OF PRODUCT AND MAJOR INSTALLATION, AND ADJUSTING. B. ENSURE ENTRIES ARE COMPLETE AND ACCURATE, ENABLING FUTURE A. REFERENCE BYTHE OWNER. C. STORE RECORD DOCUMENTS SEPARATE FROM DOCUMENTS USED FOR CONSTRUCTION. D. RECORD INFORMATION CONCURRENT WITH CONSTRUCTION PROGRESS. E. SPECIFICATIONS: LEGIBLY MARK AND RECORD AT EACH PRODUCT SECTION DESCRIPTION OF ACTUAL PRODUCTS INSTALLED, INCLUDING B. THE FOLLOWING: 1. MANUFACTURER'S NAME AND PRODUCT MODEL AND NUMBER. C. 2. PRODUCT SUBSTITUTIONS OR ALTERNATES UTILIZED. D. 3. CHANGES MADE BY ADDENDA AND MODIFICATIONS. F. RECORD DRAWINGS AND SHOP DRAWINGS: LEGIBLY MARK EACH ITEM END OF SECTION TO RECORD ACTUAL CONSTRUCTION INCLUDING: 1. MEASURED DEPTHS OF FOUNDATIONS IN RELATION TO FINISH FIRST FLOOR DATUM. 2. MEASURED HORIZONTAL AND VERTICAL LOCATIONS OF UNDERGROUND UTILITIES AND APPURTENANCES, REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. 3. MEASURED LOCATIONS OF INTERNAL UTILITIES AND APPURTENANCES CONCEALED IN CONSTRUCTION, PART1 GENERAL 1.01 SECTION INCLUDES A. BUILDING DEMOLITION. B. SELECTIVE DEMOLITION OF BUILT SITE ELEMENTS. C. ABANDONMENT AND REMOVAL OF EXISTING UTILITIES AND UTILITY STRUCTURES. 1.02 REFERENCES A. 29 CFR 1926- U.S. OCCUPATIONAL SAFETYAND HEALTH STANDARDS, CURRENT EDITION. B. NFPA241-STANDARD FOR SAFEGUARDING CONSTRUCTION ALTERATION, AND DEMOLITION OPERATIONS, 2000. 1.03 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. PROJECT RECORD DOCUMENTS: ACCURATELY RECORD ACTUAL LOCATIONS OF CAPPED AND ACTIVE UTILITIES AND SUBSURFACE CONSTRUCTION. 1.04 PROJECT CONDITIONS A. MINIMIZE PRODUCTION OF DUST DUE TO DEMOLITION OPERATIONS, DO NOT USE WATER IF THAT WILL RESULT IN ICE, FLOODING, SEDIMENTATION OF PUBLIC WATERWAYS OR STORM SEWERS, OR OTHER POLLUTION. B. COMPLY WITH OTHER REQUIREMENTS SPECIFIED IN SECTION 017300. PART PRODUCTS 2.01 MATERIALS A. FILLMATERIAL: AS SPECIFIED IN SECTION 02315 -FILL AND BACKFILL PART 3 EXECUTION 3.01 EXISTING UTILITIES A. COORDINATE WORKWITH UTILITY COMPANIES NOTIFY BEFORE STARTING WORK AND COMPLYWITH THEIR REQUIREMENTS OBTAIN REQUIRED PERMITS. B. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE. C. DO NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT FROM AUTHORITY HAVING JURISDICTION. D. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING LIFE SAFETY SYSTEMS THATARE IN USE WITHOUT PRIOR WRITTEN NOTIFICATION TO THE OWNER. E. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING UTILITY BRANCHES OR TAKE -OFFS THAT ARE IN USE WITHOUT PRIOR WRITTEN NOTIFICATION TO THE OWNER. F. LOCATE AND MARK UTILITIES TO REMAIN, MARK USING HIGHLY VISIBLE TAGS OR FLAGS, WITH IDENTIFICATION OF UTILITYTYPE, PROTECT FROM DAMAGE DUE TO SUBSEQUENT CONSTRUCTION, USING SUBSTANTIAL BARRICADES IF NECESSARY. G. REMOVE EXPOSED PIPING, VALVES, METERS, EQUIPMENT, SUPPORTS, AND FOUNDATIONS OF DISCONNECTED AND ABANDONED UTILITIES. H. PREPARE BUILDING DEMOLITION AREAS BY DISCONNECTING AND CAPPING UTILITIES OUTSIDE THE DEMOLITION ZONE, IDENTIFYAND MARK UTILITIES TO BE SUBSEQUENTLY RECONNECTED, IN SAME MANNER AS OTHER UTILITIES TO REMAIN. 3.02 EXISTING BUILT ELEMENTS A. SCOPE: 1. REMOVE THE BUILDING CONSTRUCTION WHERE REQUIRED TO ACCOMMODATE NEW BUILDING CONSTRUCTION. 2. REMOVE OTHER ITEMS INDICATED, FOR SALVAGE AND REUSE AND REINSTALLATION. 3. FILL EXCAVATIONS, OPEN PITS, AND HOLES IN GROUND AREAS GENERATED AS RESULT OF REMOVALS, USING SPECIFIED FILL, COMPACT FILL AS REQUIRED SO THAT REQUIRED ROUGH GRADE ELEVATIONS DO NOT SUBSIDE WITHIN ONE YEAR AFTER COMPLETION. B. COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR DEMOLITION OPERATIONS AND SAFETY OF ADJACENT STRUCTURES AND THE PUBLIC. 1. OBTAIN REQUIRED PERMITS. 2. COMPLYWITH APPLICABLE REQUIREMENTS OF NFPA 241. 3. USE OF EXPLOSIVES IS NOT PERMITTED. 4. TAKE PRECAUTIONS TO PREVENT CATASTROPHIC OR UNCONTROLLED COLLAPSE OF STRUCTURES TO BE REMOVED, DO NOT ALLOW WORKER OR PUBLIC ACCESS WITHIN RANGE OF POTENTIAL COLLAPSE OF UNSTABLE STRUCTURES. 5. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 6. USE PHYSICAL BARRIERS TO PREVENTACCESS TO AREAS THAT COULD BE HAZARDOUS TO WORKERS OR THE PUBLIC. 7. CONDUCT OPERATIONS TO MINIMIZE EFFECTS ON AND INTERFERENCE WITH ADJACENT STRUCTURES AND OCCUPANTS. 8. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMIT. 9. CONDUCT OPERATIONS TO MINIMIZE OBSTRUCTION OF PUBLIC AND PRIVATE ENTRANCES AND EXITS DO NOT OBSTRUCT REQUIRED EXITS AT ANYTIME PROTECT PERSONS USING DPA ENTRANCES AND EXITS FROM REMOVAL OPERATIONS. 10. OBTAIN WRITTEN PERMISSION FROM OWNERS OF ADJACENT PROPERTIES WHEN DEMOLITION EQUIPMENTWILL TRAVERSE, INFRINGE UPON OR LIMIT ACCESS TO THEIR PROPERTY. C. PROTECT EXISTING STRUCTURES AND OTHER ELEMENTS THAT ARE NOT TO BE REMOVED. 1. PROVIDE BRACINGAND SHORING. 2. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT David Ports STRUCTURES. 3. STOP WORK IMMEDIATELY IF ADJACENT STRUCTURES APPEAR Architect IIIc TO BE IN DANGER. D. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING REMOVAL OPERATIONS, STOP WORKAND NOTIFYTHE ARCHITECTS AND THE 8223 BRECKSVILLE RD OWNER, HAZARDOUS MATERIALS INCLUDE REGULATED ASBESTOS SUITE 3 CONTAINING MATERIALS, LEAD, PCB'S, AND MERCURY. BRECKSVILLE, OHIO 44141 E. PARTIAL REMOVAL OF PAVING AND CURBS: NEATLYSAWCUTAT P. 440.526.6978 RIGHT ANGLE TO SURFACE. 3.03 DEBRIS poftsarchitects.Com A. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE. 3.04 WASTE REMOVAL A. REMOVE FROM SITE ALL MATERIALS NOTTO BE REUSED ON SITE, DO NOT BURN OR BURY. B. LEAVE SITE IN CLEAN CONDITION, READY FOR SUBSEQUENT WORK. Ok heat C. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM PUBLIC AND PRIVATE LANDS.p W`. END OF SECTION - SECTION 02315 - FILL AND BACKFILL e`�7�mgg vO'c PART 1 GENERAL 1.01 SECTION INCLUDES A. APPROPRIATE BACKFILL AND FILL MATERIAL FOR SITE PREPARATION SEAL PART 2 PRODUCTS 2.01 BACKFILL A. SUITABLE MATERIAL SHALL BE FREE OF LARGE LUMPS OR CLODS, WHICH WILL NOT READILY BREAK DOWN UNDER COMPACTION. B. SHALL BE FREE OF VEGETATION OR OTHER EXTRANEOUS MATERIAL. C. MAYBE SUBJECT TO APPROVAL BYTHE ENGINEER 2.02 TOPSOIL D. TOP 3" OF FINISH EARTH GRADE SHALL BE TOPSOIL WITH NO EXCESSIVE CLODS. END OF SECTION PART1 GENERAL 1.01 DESCRIPTION A. THIS SECTION SPECIFIES DEMOLITION AND REMOVAL OF WALK, CURBS, SLABS, PORTIONS OF BUILDINGS, UTILITIES, OTHER STRUCTURES FROM BUILDING 1.02 PROTECTION A. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH ADJACENT AREAS OF STRUCTURES. COMPLY WITH REQUIREMENTS OF GENERAL CONDITIONS ARTICLE, ACCIDENT PREVENTION. B. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING LIGHTS, AND OTHER SIMILAR ITEMS THATARE REQUIRED FOR PROTECTION OF ALL PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS. C. MAINTAIN FENCES, BARRICADES, LIGHTS, AND OTHER SIMILAR ITEMS AROUND EXPOSED EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED. D. PREVENT SPREAD OF FLYING PARTICLES AND DUST. KEEP DUSTTOA MINIMUM. E. LOCAL FIRE AND SAFETY RULES TO BE OBSERVED IN PERFORMANCE OF WORK, INCLUDE FOLLOWING: 1. WHEREVER A CUTTINGTORCH OR OTHER EQUIPMENTTHAT MIGHT CAUSE A FIRE IS USED, PROVIDE AND MAINTAIN FIRE EXTINGUISHERS NEARBY READY FOR IMMEDIATE USE. INSTRUCTALL POSSIBLE USERS IN USE OF FIRE EXTINGUISHERS. 2. KEEP HYDRANTS CLEAR AND ACCESSIBLE ATALL TIMES. PROHIBIT DEBRIS FROM ACCUMULATING WITHIN A RADIUS OF 4500 MM (15 FEET) OF FIRE HYDRANTS. F. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEYTHE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO REMAIN IN PLACE TO BE REUSED OR TO REMAIN TH E PROPERTY OF TH E TENANT OR LANDLORD. THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS SECTION WITH ALL OTHER WORK AND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED UNDER THIS CONTRACT. DO NOT OVERLOAD STRUCTURAL ELEMENTS. PROVIDE NEW SUPPORTS AND REINFORCEMENT FOR EXISTING CONSTRUCTION WEAKENED BY DEMOLITION OR REMOVAL WORKS. REPAIRS, REINFORCEMENT, OR STRUCTURAL REPLACEMENT MUST HAVE RESIDENT ENGINEER'S APPROVAL. 1.03 UTILITYSERVICES A. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED. B. REMOVE ABANDONED UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION OF NEW UTILITY LINES AND NEW CONSTRUCTION. PART PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 DEMOLITION A. DEBRIS, INCLUDING BRICK, CONCRETE, STONE, METALS AND SIMILAR MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF BYHIM DAILYTO AVOID ACCUMULATION ATTHE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY SHALL BE STORED IN AREAS SPECIFIED BY LANDLORD. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM PRESENT LOCATION INTO PIECES NOT EXCEEDING 600 MM (24 INCHES) SQUARE TO PERMIT DRAINAGE. CONTRACTOR SHALL DISPOSE DEBRIS IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE OR LOCAL PERMITS, RULES AND/OR REGULATIONS. B. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS, FROM ANY TRASH DUMPS ON SITE. MATERIALS REMOVED SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE OR LOCAL PERMITS, RULES AND/OR REGULATIONS. 3.02 CLEAN UP A. ON COMPLETION OF WORK OF THIS SECTION AND AFTER REMOVAL OF ALL DEBRIS, LEAVE SITE IN CLEAN CONDITION SATISFACTORYTO START CONSTRUCTION OF TENANT PROPERTY. W U Q J C� W J 0 pm �mC =0 Q ~ U W W >O V 0 > 0 v O c/NIT l Lu 0 Q Of < < 0 O H O (n (7 DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I ■ Q REFERENCED TO VISIBLE AND ACCESSIBLE FEATURES OF THE WORK. 4. FIELD CHANGES OF DIMENSION AND DETAIL. 5. DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS. 3.02 OPERATION AND MAINTENANCE DATA A. FOR EACH PRODUCT OR SYSTEM: LIST NAMES, ADDRESSES AND TELEPHONE NUMBERS OF SUBCONTRACTORS AND SUPPLIERS, INCLUDING LOCAL SOURCE OF SUPPLIES AND REPLACEMENT PARTS. B. TYPEDTEXT: AS REQUIRED TO SUPPLEMENT PRODUCT DATA. PROVIDE LOGICAL SEQUENCE OF INSTRUCTIONS FOR EACH PROCEDURE, INCORPORATING MANUFACTURER'S INSTRUCTIONS. 3.03 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. FOR EACH ITEM OF EQUIPMENT AND EACH SYSTEM: 1. DESCRIPTION OF UNIT OR SYSTEM, AND COMPONENT PARTS. 2. IDENTIFY FUNCTION, NORMAL OPERATING CHARACTERISTICS, AND LIMITING CONDITIONS. 3. INCLUDE PERFORMANCE CURVES, WITH ENGINEERING DATA AND TESTS. 4. COMPLETE NOMENCLATURE AND MODEL NUMBER OF REPLACEABLE PARTS. B. OPERATING PROCEDURES: INCLUDE START-UP, BREAK-IN, AND ROUTINE NORMAL OPERATING INSTRUCTIONS AND SEQUENCES. INCLUDE REGULATION, CONTROL, STOPPING, SHUT -DOWN, AND EMERGENCY INSTRUCTIONS. INCLUDE SUMMER, WINTER, AND ANY SPECIAL OPERATING INSTRUCTIONS. C. MAINTENANCE REQUIREMENTS: INCLUDE ROUTINE PROCEDURES AND GUIDE FOR PREVENTATIVE MAINTENANCE AND TROUBLE SHOOTING, DISASSEMBLY, REPAIR, AND REASSEMBLY INSTRUCTIONS, AND ALIGNMENT, ADJUSTING, BALANCING, AND CHECKING INSTRUCTIONS. D. PROVIDE SERVICING AND LUBRICATION SCHEDULE, AND LIST OF LUBRICANTS REQUIRED. E. INCLUDE MANUFACTURER'S PRINTED OPERATION AND MAINTENANCE INSTRUCTIONS. F. INCLUDE SEQUENCE OF OPERATION BYCONTROLS MANUFACTURER. G. PROVIDE ORIGINAL MANUFACTURER'S PARTS LIST, ILLUSTRATIONS, ASSEMBLY DRAWINGS, AND DIAGRAMS REQUIRED FOR MAINTENANCE. H. ADDITIONAL REQUIREMENTS: AS SPECIFIED IN INDIVIDUAL PRODUCT SPECIFICATION SECTIONS. 3.04 OPERATION AND MAINTENANCE MANUALS A. PREPARE INSTRUCTIONS AND DATA BY PERSONNEL EXPERIENCED IN MAINTENANCE AND OPERATION OF DESCRIBED PRODUCTS. B. PREPARE DATA IN THE FORM OF AN INSTRUCTIONAL MANUAL. C. BINDERS: COMMERCIAL QUALITY, 8-1/2 X 11 INCH (216 X 280 MM) THREE D SIDE RING BINDERS WITH DURABLE PLASTIC COVERS, 21NCH (50 MM) MAXIMUM RING SIZE. WHEN MULTIPLE BINDERS ARE USED, CORRELATE DATA INTO RELATED CONSISTENT GROUPINGS. D. PROVIDE TABBED DIVIDERS FOR EACH SEPARATE PRODUCT AND SYSTEM, WITH TYPED DESCRIPTION OF PRODUCT AND MAJOR COMPONENT PARTS OF EQUIPMENT. 3.05 WARRANTIES AND BONDS A. OBTAIN WARRANTIES AND BONDS, EXECUTED IN DUPLICATE BY RESPONSIBLE SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS, WITHIN TEN DAYS AFTER COMPLETION OF THE APPLICABLE ITEM OF WORK. EXCEPT FOR ITEMS PUT INTO USE WITH THE OWNER'S PERMISSION, LEAVE DATE OF BEGINNING OF TIME OF WARRANTY UNTIL THE DATE OF SUBSTANTIAL COMPLETION IS DETERMINED. B. VERIFYTHAT DOCUMENTS ARE IN PROPER FORM, CONTAIN FULL INFORMATION, AND ARE NOTARIZED. C. CO -EXECUTE SUBMITTALS WHEN REQUIRED. D. RETAIN WARRANTIES AND BONDS UNTIL TIME SPECIFIED FOR SUBMITTAL. END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. BUILDING DEMOLITION. B. SELECTIVE DEMOLITION OF BUILT SITE ELEMENTS. C. ABANDONMENT AND REMOVAL OF EXISTING UTILITIES AND UTILITY STRUCTURES. 1.02 REFERENCES A. 29 CFR 1926- U.S. OCCUPATIONAL SAFETYAND HEALTH STANDARDS, CURRENT EDITION. B. NFPA241-STANDARD FOR SAFEGUARDING CONSTRUCTION ALTERATION, AND DEMOLITION OPERATIONS, 2000. 1.03 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. PROJECT RECORD DOCUMENTS: ACCURATELY RECORD ACTUAL LOCATIONS OF CAPPED AND ACTIVE UTILITIES AND SUBSURFACE CONSTRUCTION. 1.04 PROJECT CONDITIONS A. MINIMIZE PRODUCTION OF DUST DUE TO DEMOLITION OPERATIONS, DO NOT USE WATER IF THAT WILL RESULT IN ICE, FLOODING, SEDIMENTATION OF PUBLIC WATERWAYS OR STORM SEWERS, OR OTHER POLLUTION. B. COMPLY WITH OTHER REQUIREMENTS SPECIFIED IN SECTION 017300. PART PRODUCTS 2.01 MATERIALS A. FILLMATERIAL: AS SPECIFIED IN SECTION 02315 -FILL AND BACKFILL PART 3 EXECUTION 3.01 EXISTING UTILITIES A. COORDINATE WORKWITH UTILITY COMPANIES NOTIFY BEFORE STARTING WORK AND COMPLYWITH THEIR REQUIREMENTS OBTAIN REQUIRED PERMITS. B. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE. C. DO NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT FROM AUTHORITY HAVING JURISDICTION. D. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING LIFE SAFETY SYSTEMS THATARE IN USE WITHOUT PRIOR WRITTEN NOTIFICATION TO THE OWNER. E. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING UTILITY BRANCHES OR TAKE -OFFS THAT ARE IN USE WITHOUT PRIOR WRITTEN NOTIFICATION TO THE OWNER. F. LOCATE AND MARK UTILITIES TO REMAIN, MARK USING HIGHLY VISIBLE TAGS OR FLAGS, WITH IDENTIFICATION OF UTILITYTYPE, PROTECT FROM DAMAGE DUE TO SUBSEQUENT CONSTRUCTION, USING SUBSTANTIAL BARRICADES IF NECESSARY. G. REMOVE EXPOSED PIPING, VALVES, METERS, EQUIPMENT, SUPPORTS, AND FOUNDATIONS OF DISCONNECTED AND ABANDONED UTILITIES. H. PREPARE BUILDING DEMOLITION AREAS BY DISCONNECTING AND CAPPING UTILITIES OUTSIDE THE DEMOLITION ZONE, IDENTIFYAND MARK UTILITIES TO BE SUBSEQUENTLY RECONNECTED, IN SAME MANNER AS OTHER UTILITIES TO REMAIN. 3.02 EXISTING BUILT ELEMENTS A. SCOPE: 1. REMOVE THE BUILDING CONSTRUCTION WHERE REQUIRED TO ACCOMMODATE NEW BUILDING CONSTRUCTION. 2. REMOVE OTHER ITEMS INDICATED, FOR SALVAGE AND REUSE AND REINSTALLATION. 3. FILL EXCAVATIONS, OPEN PITS, AND HOLES IN GROUND AREAS GENERATED AS RESULT OF REMOVALS, USING SPECIFIED FILL, COMPACT FILL AS REQUIRED SO THAT REQUIRED ROUGH GRADE ELEVATIONS DO NOT SUBSIDE WITHIN ONE YEAR AFTER COMPLETION. B. COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR DEMOLITION OPERATIONS AND SAFETY OF ADJACENT STRUCTURES AND THE PUBLIC. 1. OBTAIN REQUIRED PERMITS. 2. COMPLYWITH APPLICABLE REQUIREMENTS OF NFPA 241. 3. USE OF EXPLOSIVES IS NOT PERMITTED. 4. TAKE PRECAUTIONS TO PREVENT CATASTROPHIC OR UNCONTROLLED COLLAPSE OF STRUCTURES TO BE REMOVED, DO NOT ALLOW WORKER OR PUBLIC ACCESS WITHIN RANGE OF POTENTIAL COLLAPSE OF UNSTABLE STRUCTURES. 5. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 6. USE PHYSICAL BARRIERS TO PREVENTACCESS TO AREAS THAT COULD BE HAZARDOUS TO WORKERS OR THE PUBLIC. 7. CONDUCT OPERATIONS TO MINIMIZE EFFECTS ON AND INTERFERENCE WITH ADJACENT STRUCTURES AND OCCUPANTS. 8. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMIT. 9. CONDUCT OPERATIONS TO MINIMIZE OBSTRUCTION OF PUBLIC AND PRIVATE ENTRANCES AND EXITS DO NOT OBSTRUCT REQUIRED EXITS AT ANYTIME PROTECT PERSONS USING DPA ENTRANCES AND EXITS FROM REMOVAL OPERATIONS. 10. OBTAIN WRITTEN PERMISSION FROM OWNERS OF ADJACENT PROPERTIES WHEN DEMOLITION EQUIPMENTWILL TRAVERSE, INFRINGE UPON OR LIMIT ACCESS TO THEIR PROPERTY. C. PROTECT EXISTING STRUCTURES AND OTHER ELEMENTS THAT ARE NOT TO BE REMOVED. 1. PROVIDE BRACINGAND SHORING. 2. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT David Ports STRUCTURES. 3. STOP WORK IMMEDIATELY IF ADJACENT STRUCTURES APPEAR Architect IIIc TO BE IN DANGER. D. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING REMOVAL OPERATIONS, STOP WORKAND NOTIFYTHE ARCHITECTS AND THE 8223 BRECKSVILLE RD OWNER, HAZARDOUS MATERIALS INCLUDE REGULATED ASBESTOS SUITE 3 CONTAINING MATERIALS, LEAD, PCB'S, AND MERCURY. BRECKSVILLE, OHIO 44141 E. PARTIAL REMOVAL OF PAVING AND CURBS: NEATLYSAWCUTAT P. 440.526.6978 RIGHT ANGLE TO SURFACE. 3.03 DEBRIS poftsarchitects.Com A. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE. 3.04 WASTE REMOVAL A. REMOVE FROM SITE ALL MATERIALS NOTTO BE REUSED ON SITE, DO NOT BURN OR BURY. B. LEAVE SITE IN CLEAN CONDITION, READY FOR SUBSEQUENT WORK. Ok heat C. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM PUBLIC AND PRIVATE LANDS.p W`. END OF SECTION - SECTION 02315 - FILL AND BACKFILL e`�7�mgg vO'c PART 1 GENERAL 1.01 SECTION INCLUDES A. APPROPRIATE BACKFILL AND FILL MATERIAL FOR SITE PREPARATION SEAL PART 2 PRODUCTS 2.01 BACKFILL A. SUITABLE MATERIAL SHALL BE FREE OF LARGE LUMPS OR CLODS, WHICH WILL NOT READILY BREAK DOWN UNDER COMPACTION. B. SHALL BE FREE OF VEGETATION OR OTHER EXTRANEOUS MATERIAL. C. MAYBE SUBJECT TO APPROVAL BYTHE ENGINEER 2.02 TOPSOIL D. TOP 3" OF FINISH EARTH GRADE SHALL BE TOPSOIL WITH NO EXCESSIVE CLODS. END OF SECTION PART1 GENERAL 1.01 DESCRIPTION A. THIS SECTION SPECIFIES DEMOLITION AND REMOVAL OF WALK, CURBS, SLABS, PORTIONS OF BUILDINGS, UTILITIES, OTHER STRUCTURES FROM BUILDING 1.02 PROTECTION A. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY; TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH ADJACENT AREAS OF STRUCTURES. COMPLY WITH REQUIREMENTS OF GENERAL CONDITIONS ARTICLE, ACCIDENT PREVENTION. B. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING LIGHTS, AND OTHER SIMILAR ITEMS THATARE REQUIRED FOR PROTECTION OF ALL PERSONNEL DURING DEMOLITION AND REMOVAL OPERATIONS. C. MAINTAIN FENCES, BARRICADES, LIGHTS, AND OTHER SIMILAR ITEMS AROUND EXPOSED EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED. D. PREVENT SPREAD OF FLYING PARTICLES AND DUST. KEEP DUSTTOA MINIMUM. E. LOCAL FIRE AND SAFETY RULES TO BE OBSERVED IN PERFORMANCE OF WORK, INCLUDE FOLLOWING: 1. WHEREVER A CUTTINGTORCH OR OTHER EQUIPMENTTHAT MIGHT CAUSE A FIRE IS USED, PROVIDE AND MAINTAIN FIRE EXTINGUISHERS NEARBY READY FOR IMMEDIATE USE. INSTRUCTALL POSSIBLE USERS IN USE OF FIRE EXTINGUISHERS. 2. KEEP HYDRANTS CLEAR AND ACCESSIBLE ATALL TIMES. PROHIBIT DEBRIS FROM ACCUMULATING WITHIN A RADIUS OF 4500 MM (15 FEET) OF FIRE HYDRANTS. F. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEYTHE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO REMAIN IN PLACE TO BE REUSED OR TO REMAIN TH E PROPERTY OF TH E TENANT OR LANDLORD. THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS SECTION WITH ALL OTHER WORK AND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED UNDER THIS CONTRACT. DO NOT OVERLOAD STRUCTURAL ELEMENTS. PROVIDE NEW SUPPORTS AND REINFORCEMENT FOR EXISTING CONSTRUCTION WEAKENED BY DEMOLITION OR REMOVAL WORKS. REPAIRS, REINFORCEMENT, OR STRUCTURAL REPLACEMENT MUST HAVE RESIDENT ENGINEER'S APPROVAL. 1.03 UTILITYSERVICES A. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO BE REMOVED. B. REMOVE ABANDONED UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION OF NEW UTILITY LINES AND NEW CONSTRUCTION. PART PRODUCTS (NOT USED) PART 3 EXECUTION 3.01 DEMOLITION A. DEBRIS, INCLUDING BRICK, CONCRETE, STONE, METALS AND SIMILAR MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF BYHIM DAILYTO AVOID ACCUMULATION ATTHE DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY SHALL BE STORED IN AREAS SPECIFIED BY LANDLORD. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM PRESENT LOCATION INTO PIECES NOT EXCEEDING 600 MM (24 INCHES) SQUARE TO PERMIT DRAINAGE. CONTRACTOR SHALL DISPOSE DEBRIS IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE OR LOCAL PERMITS, RULES AND/OR REGULATIONS. B. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS, FROM ANY TRASH DUMPS ON SITE. MATERIALS REMOVED SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE OR LOCAL PERMITS, RULES AND/OR REGULATIONS. 3.02 CLEAN UP A. ON COMPLETION OF WORK OF THIS SECTION AND AFTER REMOVAL OF ALL DEBRIS, LEAVE SITE IN CLEAN CONDITION SATISFACTORYTO START CONSTRUCTION OF TENANT PROPERTY. W U Q J C� W J 0 pm �mC =0 Q ~ U W W >O V 0 > 0 v O c/NIT l Lu 0 Q Of < < 0 O H O (n (7 DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I ■ Q PART 1- GENERAL 1.01 SUMMARY A. THIS SECTION SPECIFIES CAST -IN PLACE CONCRETE, INCLUDING FORMWORK, REINFORCEMENT, CONCRETE MATERIALS, MIXTURE DESIGN, PLACEMENT PROCEDURES, AND FINISHES. 1.02 QUALITY ASSURANCE A. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN MANUFACTURING READY -MIXED CONCRETE PRODUCTS AND THAT COMPLIES WITH ASTM C 94/C 94M REQUIREMENTS FOR PRODUCTION FACILITIES AND EQUIPMENT. 1. MANUFACTURER CERTIFIED ACCORDING TO NRMCA'S "CERTIFICATION OF READY MIXED CONCRETE PRODUCTION FACILITIES." B. ACI PUBLICATIONS: COMPLYWITH THE FOLLOWING UNLESS MODIFIED BY REQUIREMENTS IN THE CONTRACT DOCUMENTS: 1. ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE," SECTIONS 1 THROUGH 5. 2. ACI 117, "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS." PART 2 -PRODUCTS 2.01 STEEL REINFORCEMENT A. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60, DEFORMED. B. PLAIN -STEEL WELDED WIRE REINFORCEMENT: ASTM A 185, PLAIN, FABRICATED FROM AS -DRAWN STEEL WIRE INTO FLAT SHEETS. C. BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCING BARS AND WELDED WIRE REINFORCEMENT IN PLACE. MANUFACTURE BAR SUPPORTS FROM STEEL WIRE, PLASTIC, OR PRECAST CONCRETE ACCORDING TO CRSI'S "MANUAL OF STANDARD PRACTICE." 2.02 CONCRETE MATERIALS A. CEMENTITIOUS MATERIAL: USE THE FOLLOWING CEMENTITIOUS MATERIALS, OF THE SAME TYPE, BRAND, AND SOURCE, THROUGHOUT PROJECT: 1. PORTLAND CEMENT: ASTM C 150, TYPE I. B. NORMAL -WEIGHT AGGREGATES: ASTM C 33, GRADED, 1 -INCH (25 -MM) NOMINAL MAXIMUM COARSE -AGGREGATE SIZE. 1. FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN CEMENT. C. WATER: ASTM C 94/C 94M AND POTABLE. D. AIR -ENTRAIN ING ADMIXTURE: ASTMC260. E. CHEMICAL ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE. DO NOT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE. 1. WATER -REDUCING ADMIXTURE: ASTMC494/C494M, TYPE A. 2. RETARDING ADMIXTURE: ASTMC494/C494M, TYPE B. 3. WATER -REDUCING AND RETARDING ADMIXTURE: ASTMC494/C 494M, TYPE D. 4. HIGH -RANGE, WATER -REDUCING ADMIXTURE: ASTMC494/C 494M, TYPE F. 5. H IGH -RANGE, WATER -REDUCING AND RETARDING ADMIXTURE: ASTM C 494/C 494M, TYPE G. 6. PLASTICIZING AND RETARDING ADMIXTURE: ASTMC1017/C 1017M, TYPE 11. 2.03 VAPOR RETARDERS A. PLASTIC VAPOR RETARDER: ASTM E 1745, CLASS B. INCLUDE MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE -SENSITIVE TAPE. 2.04 CURINGMATERIALS A. EVAPORATION RETARDER: WATERBORNE, MONOMOLECULAR FILM FORMING, MANUFACTURED FOR APPLICATION TO FRESH CONCRETE. B. ABSORPTIVE COVER: AASHTO M 182, CLASS 2, BURLAP CLOTH MADE FROM JUTE OR KENAF, WEIGHING APPROXIMATELY9 OZ./SQ. YD. (305 G/SQ. M) WHEN DRY. C. MOISTURE -RETAINING COVER: ASTM C 171, POLYETHYLENE FILM OR WHITE BURLAP -POLYETHYLENE SHEET. D. WATER: POTABLE. 2.05 RELATED MATERIALS A. EXPANSION -AND ISOLATION -JOINT -FILLER STRIPS: ASTM D 1751, ASPHALT -SATURATED CELLULOSIC FIBER. 2.06 CONCRETE MIXTURES A. PREPARE DESIGN MIXTURES FOR EACH TYPE AND STRENGTH OF CONCRETE, PROPORTIONED ON THE BASIS OF LABORATORYTRIAL MIXTURE OR FIELD TEST DATA, OR BOTH, ACCORDINGTO ACI 301. B. PROPORTION NORMAL -WEIGHT CONCRETE MIXTURE AS FOLLOWS: 1. MINIMUM COMPRESSIVE STRENGTH: 3000 PSI (27.6 MPA)AT 28 DAYS. 2. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.45. 3. SLUMP LIMIT: 51NCHES (125 MM), PLUS OR MINUS 1 INCH (25 MM. 4. AIR CONTENT: 6 PERCENT PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY FOR 1 -INCH (25 -MM) NOMINAL MAXIMUM AGGREGATE SIZE. 5. AIRCONTENT: DO NOT ALLOW AIR CONTENT OF TROWELED FINISHED FLOORS TO EXCEED 3 PERCENT. PART3- EXECUTION 3.01 FORMWORK A. DESIGN, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK ACCORDING TO ACI 301 TO SUPPORT VERTICAL, LATERAL, STATIC, AND DYNAMIC LOADS, AND CONSTRUCTION LOADS THAT MIGHT BE APPLIED, UNTIL STRUCTURE CAN SUPPORT SUCH LOADS. 3.02 STEEL REINFORCEMENT A. GENERAL: COMPLYWITH CRSI'S"MANUAL OF STANDARD PRACTICE" FOR PLACING REINFORCEMENT. 1. DO NOT CUT OR PUNCTURE VAPOR RETARDER. REPAIR DAMAGE AND RESEAL VAPOR RETARDER BEFORE PLACING CONCRETE. 3.03 JOINTS A. GENERAL: CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. B. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED OR AS APPROVED BYARCHITECT. C. CONTRACTION JOINTS IN SLABS -ON -GRADE: FORM WEAKENED -PLANE CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS INDICATED. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL TO AT LEAST ONE-FOURTH OF CONCRETE THICKNESS AS FOLLOWS: 1. GROOVED JOINTS: FORM CONTRACTION JOINTS AFTER INITIAL FLOATING BY GROOVING AND FINISHING EACH EDGE OF JOINT TOA RADIUS OF 1/8 INCH (3.2 MM). REPEAT GROOVING OF CONTRACTION JOINTS AFTER APPLYING SURFACE FINISHES. ELIMINATE GROOVER TOOL MARKS ON CONCRETE SURFACES. 2. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR DIAMOND -RIMMED BLADES. CUT 1/8 -INCH- (3.2 -MM-) WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. D. ISOLATION JOINTS IN SLABS -ON -GRADE: AFTER REMOVING FORMWORK, INSTALL JOINT -FILLER STRIPS AT SLAB JUNCTIONS WITH VERTICAL SURFACES, SUCH AS COLUMN PEDESTALS, FOUNDATION 6/3/2021 9:11:33 AM WALLS, GRADE BEAMS, AND OTHER LOCATIONS, AS INDICATED. 3.04 CONCRETE PLACEMENT A. BEFORE PLACING CONCRETE, VERIFYTHAT INSTALLATION OF FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS IS COMPLETE AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED. 1. DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER. B. PLACE CONCRETE OVER COMPACTED SUB -GRADE, MINIMUM 95% DENSITY PER ASTM D1557. SUBMITTEST REPORTTO OWNER. 3.05 FINISHING FLOORS AND SLABS A. GENERAL: COMPLY WITH ACI 302.1 R RECOMMENDATIONS FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES. B. FLOAT FINISH: CONSOLIDATE SURFACE WITH POWER -DRIVEN FLOATS OR BY HAND FLOATING IF AREA IS SMALL OR INACCESSIBLE TO POWER DRIVEN FLOATS. RESTRAIGHTEN, CUT DOWN HIGH SPOTS, AND FILL LOW SPOTS. REPEAT FLOAT PASSES AND RESTRAIGHTENING UNTIL SURFACE IS LEFT WITH A UNIFORM, SMOOTH, GRANULAR TEXTURE. C. TROWEL FINISH: AFTER APPLYING FLOAT FINISH, APPLY FIRST TROWELING AND CONSOLIDATE CONCRETE BY HAND OR POWER -DRIVEN TROWEL. CONTINUE TROWELING PASSES AND RESTRAIGHTEN UNTIL SURFACE IS FREE OF TROWEL MARKS AND UNIFORM IN TEXTURE AND APPEARANCE. GRIND SMOOTH ANY SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED COATINGS OR FLOOR COVERINGS. D. BROOM FINISH: APPLY BROOM FINISH TO EXTERIOR CONCRETE PLATFORMS, STEPS, AND RAMPS, AND ELSEWHEREAS INDICATED. 3.06 CONCRETE PROTECTING AND CURING A. GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD -WEATHER PROTECTION AND ACI 301 FOR HOT -WEATHER PROTECTION DURING CURING. END OF SECTION REFER TO SHEET AS1.7 FOR SPECIFICATION INFORMATION. PART 1- GENERAL 1.1 SUMMARY A. THIS SECTION INCLUDES UNIT MASONRY ASSEMBLIES CONSISTING OF THE FOLLOWING, 1. CONCRETE MASONRYUNITS(CMUS). 2. DECORATIVE CONCRETE MASONRYUNITS. 3. PRE -FACED CONCRETE MASONRYUNITS. 4. CONCRETE BRICK. 5. FACE BRICK. 6. HOLLOW BRICK. 7. OTHER MATERIALS NECESSARYTO MATCH EXISTING BUILDING CONSTRUCTION. 1.2 PROJECT CONDITIONS A. COLD -WEATHER REQUIREMENTS: DO NOT USE FROZEN MATERIALS OR MATERIALS MIXED OR COATED WITH ICE OR FROST. DO NOT BUILD ON FROZEN SUBSTRATES. REMOVE AND REPLACE UNIT MASONRY DAMAGED BY FROST OR BY FREEZING CONDITIONS. COMPLYWITH COLD -WEATHER CONSTRUCTION REQUIREMENTS CONTAINED IN ACI 530.1/ASCE 6/TMS 602. B. HOT -WEATHER REQUIREMENTS: COMPLYWITH HOT -WEATHER CONSTRUCTION REQUIREMENTS CONTAINED IN ACI 530.1/ASCE 6/TMS 602. PART 2- PRODUCTS 2.1 MANUFACTURERS A. IN OTHER PART 2 ARTICLES WHERE TITLES BELOW INTRODUCE LISTS, THE FOLLOWING REQUIREMENTS APPLY TO PRODUCT SELECTION: 1. PROVIDE PRODUCTS FROM MANUFACTURERS THAT MEET REQUIREMENTS. 2.2 COLORS, TEXTURES, AND PATTERNS A. AS SCHEDULED ON DRAWINGS. 2.3 CONCRETE MASONRY UNITS(CMUS) A. SHAPES: PROVIDE SPECIAL SHAPES FOR LINTELS, CORNERS, JAMBS, SASHES, MOVEMENT JOINTS, HEADERS, BONDING, AND OTHER SPECIAL CONDITIONS. B. CONCRETE MASONRY UNITS: ASTM C 90. 1. WEIGHT CLASSIFICATION: NORMALWEIGHT. 2.4 BRICK A. GENERAL: PROVIDE SHAPES INDICATED AND AS FOLLOWS: 1. FOR ENDS OF SILLS AND CAPS AND FOR SIMILAR APPLICATIONS THAT WOULD OTHERWISE EXPOSE UNFINISHED BRICK SURFACES, PROVIDE UNITS WITHOUT CORES OR FROGS AND WITH EXPOSED SURFACES FINISHED. WHERE REQUIRED TO MATCH EXISTING. 2. PROVIDE SPECIAL SHAPES FOR APPLICATIONS WHERE SHAPES PRODUCED BYSAWING WOULD RESULT IN SAWED SURFACES BEING EXPOSED TO VIEW. B. FACE BRICK: ASTM C 216 UBC STANDARD 21-1, GRADE SW, TYPE FBX. C. HOLLOW BRICK: ASTM C 652, GRADE SW. 2.6 REINFORCEMENT A. UNCOATED STEEL REINFORCING BARS: ASTMA 615/A 615M OR ASTM A 996/A 996M, GRADE 60 (GRADE 420). B. MASONRY JOINT REINFORCEMENT: ASTM A 951, MILL GALVANIZED, CARBON -STEEL WIRE FOR INTERIOR WALLS AND HOT -DIP GALVANIZED, CARBON -STEEL WIRE FOR EXTERIOR WALLS. 1. WIRE SIZE FOR SIDE RODS: W1.7 OR 0.148 -INCH (3.8 -MM) DIAMETER. 2. WIRE SIZE FOR CROSS RODS: W1.7 OR 0.148 -INCH (3.8 -MM) DIAMETER. 3. WIRE SIZE FOR VENEER TIES: W2.8 OR 0.188 -INCH (4.8 -MM) DIAMETER. 4. SPACING OF CROSS RODS, TABS, AND CROSS TIES: NOT MORE THAN 16 INCHES (407 MM) O.C. 5. SINGLE-WYTHE MASONRY: EITHER LADDER OR TRUSS TYPE WITH SINGLE PAIR OF SIDE RODS. 6. MULTIWYTHE MASONRY: A. LADDER TYPE WITH 1 SIDE ROD AT EACH FACE SHELL OF HOLLOW MASONRYUNITS MORE THAN 41NCHES (100 MM) IN WIDTH, PLUS 1 SIDE ROD AT EACH WYTHE OF MASONRY4 INCHES (100 MM) OR LESS IN WIDTH. 2.7 TIESANDANCHORS A. MATERIALS: 1. HOT -DIP GALVANIZED, CARBON -STEEL WIRE: ASTM A 82, WITH ASTM A 153/A 153M, CLASS B-2 COATING. 2. STEEL SHEET, GALVANIZED AFTER FABRICATION: ASTM A 1008/A 1008M COMMERCIAL STEEL HOT -DIP GALVANIZED AFTER FABRICATION TO COMPLYWITH ASTM A 153/A 153M. 3. STEEL PLATES, SHAPES, AND BARS: ASTMA 36/A 36M. B. WIRE TIES, GENERAL: UNLESS OTHERWISE INDICATED, SIZE WIRE TIES TO EXTEND AT LEAST HALFWAY THROUGH VENEER BUT WITH AT LEAST 5/8 -INCH (16 -MM) COVER ON OUTSIDE FACE. OUTER ENDS OF WIRES ARE BENT 90 DEGREES AND EXTEND 2 INCHES (50 MM) PARALLEL TO FACE OF VENEER. C. INDIVIDUAL WIRE TIES: RECTANGULAR UNITS WITH CLOSED ENDS REINFORCEMENT EXTENDING ACROSS BOTH WYTHES. C. WHERE BED JOINTS OF WYTHES DO NOT ALIGN, USE ADJUSTABLE (TWO-PIECE) TYPE REINFORCEMENT WITH CONTINUOUS HORIZONTAL WIRE IN FACING WYTHE ATTACHED TO TIES. D. COLLAR JOINTS: SOLIDLY FILL COLLAR JOINTS BY PARGING FACE OF FIRST WYTHE THAT IS LAID AND SHOVING UNITS OF OTHER WYTH E INTO PLACE. E. CORNERS: PROVIDE INTERLOCKING MASONRY UNIT BOND IN EACH WYTHE AND COURSE AT CORNERS, UNLESS OTHERWISE INDICATED. 3.05 MASONRY JOINT REIN FORCEM ENT A. GENERAL: INSTALL IN MORTAR WITH A MINIMUM COVER OF 5/8 INCH (16 MM) ON EXTERIOR SIDE OF WALLS, 1/2 INCH (13 MM) ELSEWHERE. LAP REINFORCEMENT MINIMUM OF 6 INCHES (150 MM). B. INTERRUPT JOINT REINFORCEMENT AT CONTROL AND EXPANSION JOINTS, UNLESS OTHERWISE INDICATED. C. PROVIDE CONTINUITY AT WALL INTERSECTIONS BY USING PREFABRICATED T -SHAPED UNITS. D. PROVIDE CONTINUITY AT CORNERS BY USING PREFABRICATED L -SHAPED UNITS. 3.06 ANCHORING MASONRYVENEERS A. ANCHOR MASONRY VENEERS TO WALL FRAMING OR CONCRETE AND MASONRY BACKUP WITH MASONRY -VENEER ANCHORS TO COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. FASTEN SCREW -ATTACHED ANCHORS THROUGH SHEATHING TO WALL FRAMING AND TO CONCRETE AND MASONRY BACKUP WITH METAL FASTENERS OF TYPE INDICATED. . 2. EMBED TIE SECTIONS IN MASONRYJOINTS. 3. LOCATE ANCHOR SECTIONS TO ALLOW MAXIMUM VERTICAL DIFFERENTIAL MOVEMENT OF TIES UP AND DOWN. 4. SPACE ANCHORS AS INDICATED, BUT NOT MORE THAN 16 INCHES 406 MM O.C. VERTICALLYAND 24 INCHES 610 MM O.C. HORIZONTALLY WITH NOT LESS THAN 1 ANCHOR FOR EACH 2.67 SQ. FT. (0.25 SQ. M) OF WALL AREA. INSTALL ADDITIONAL ANCHORS WITHIN 12 INCHES (305 MM) OF OPENINGS AN D AT INTERVALS, NOT EXCEEDING 36 INCHES (914 MM), AROUND PERIMETER. 3.07 FLASHING, WEEP HOLES, CAVITY DRAINAGE, AND VENTS A. GENERAL: INSTALL EMBEDDED FLASHING AND WEEP HOLES IN MASONRY AT SHELF ANGLES, LINTELS, LEDGES, OTHER OBSTRUCTIONS TO DOWNWARD FLOW OF WATER IN WALL, AND WHERE INDICATED. B. INSTALL FLASHINGAS FOLLOWS UNLESS OTHERWISE INDICATED: 1. PREPARE MASONRYSURFACES SOTHEYARE SMOOTH AND FREE FROM PROJECTIONS THATCOULD PUNCTURE FLASHING. WHERE FLASHING IS WITHIN MORTAR JOINT, PLACE THROUGH -WALL FLASHINGON SLOPING BED OF MORTARAND COVER WITH MORTAR. BEFORE COVERING WITH MORTAR, SEAL PENETRATIONS IN FLASHINGAS RECOMMENDED BY FLASHING MANUFACTURER. 2. AT LINTELS AND SHELF ANGLES, EXTEND FLASHING A MINIMUM OF 61NCHES (150 MM) INTO MASONRYAT EACH END. AT HEADS AND SILLS, EXTEND FLASHING 61NCHES (150 MM) AT ENDS AND TURN UP NOT LESS THAN 2 INCHES (50 MM) TO FORM END DAMS. C. INSTALL WEEP HOLES IN HEAD JOINTS IN EXTERIOR WYTHES OF FIRST COURSE OF MASONRY IMMEDIATELY ABOVE EMBEDDED FLASHING AND AS FOLLOWS: 1. USE SPECIFIED WEEPNENT PRODUCTS TO FORM WEEP HOLES. 2. SPACE WEEP HOLES 24 INCHES (600 MM) O.C., UNLESS OTHERWISE INDICATED. 3. COVER CAVITY SIDE OF WEEP HOLES WITH PLASTIC INSECT SCREENINGAT CAVITIES INSULATED WITH LOOSE -FILL INSULATION. D. PLACE CAVITY DRAINAGE MATERIAL IN CAVITIES TO COMPLYWITH CONFIGURATION REQUIREMENTS FOR CAVITY DRAINAGE MATERIAL IN PART 2 "MISCELLANEOUS MASON RYACCESSORIES"ARTICLE. 3.08 REINFORCED UNIT MASONRY INSTALLATION A. TEMPORARY FORMWORK AND SHORES: CONSTRUCT FORMWORK AND SHORES AS NEEDED TO SUPPORT REINFORCED MASONRY ELEMENTS DURING CONSTRUCTION. 1. CONSTRUCT FORMWORKTO PROVIDE SHAPE, LINE, AND DIMENSIONS OF COMPLETED MASONRYAS INDICATED. MAKE FORMS SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR AND GROUT. BRACE, TIE, AND SUPPORT FORMS TO MAINTAIN POSITION AND SHAPE DURING CONSTRUCTION AND CURING OF REINFORCED MASONRY. 2. DO NOT REMOVE FORMS AND SHORES UNTIL REINFORCED MASONRY MEMBERS HAVE HARDENED SUFFICIENTLYTO CAR RY TH EIR OWN W EIGHT AN D OTHER TEMPORARY LOADS THAT MAY BE PLACED ON THEM DURING CONSTRUCTION. B. PLACING REINFORCEMENT: COMPLY WITH REQUIREMENTS IN ACI 530.1/ASCE 6/TMS 602. C. GROUTING: DO NOT PLACE GROUT UNTIL ENTIRE HEIGHT OF MASONRY TO BE GROUTED HAS ATTAINED ENOUGH STRENGTH TO RESIST GROUT PRESSURE. 1. COMPLYWITH REQUIREMENTS IN ACI 530.1/ASCE 6/TMS 602 FOR CLEANOUTS AND FOR GROUT PLACEMENT INCLUDING MINIMUM GROUT SPACE AND MAXIMUM POUR HEIGHT. 2. LIMIT HEIGHT OF VERTICAL GROUT POURS TO NOT MORE THAN 60 INCHES (1520 MM). 3.09 PARGING A. PARGE EXTERIOR FACES OF BELOW -GRADE MASONRYWALLS, WHERE INDICATED, IN 2 UNIFORM COATS TO A TOTAL THICKNESS OF 3/4 INCH (19 MM) WITH A STEEL -TROWEL FINISH. FORMA WASH AT TOP OF PARGING AND A COVE AT BOTTOM. DAMP -CURE PARGING FOR AT LEAST 24 HOURS AND PROTECT PARGING UNTIL CURED. 3.10 CLEANING A. IN -PROGRESS CLEANING: CLEAN UNIT MASONRY AS WORK PROGRESSES BY DRY BRUSHING TO REMOVE MORTAR FINS AND SMEARS BEFORE TOOLING JOINTS. B. FINALCLEANING: AFTER MORTAR IS THOROUGHLY SET AND CURED, CLEAN EXPOSED MASONRY AS FOLLOWS: 1. TEST CLEANING METHODS ON SAMPLE WALL PANEL, LEAVE ONE-HALF OF PANEL UNCLEANED FOR COMPARISON PURPOSES. 2. PROTECT ADJACENT SURFACES FROM CONTACT WITH CLEANER. 3. WET WALL SURFACES WITH WATER BEFORE APPLYING CLEANERS, REMOVE CLEANERS PROMPTLY BY RINSING SURFACES THOROUGHLY WITH CLEAR WATER. 4. CLEAN BRICK BY BU CKET-AN D -B RUSH HAND -CLEANING METHOD DESCRIBED IN BIATECHNICAL NOTES 20. 5. CLEAN MASONRYWITH A PROPRIETARY ACIDIC CLEANER APPLIED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. CLEAN CONCRETE MASONRY BYCLEANING METHOD INDICATED IN NCMA TEK 8-2A APPLICABLE TO TYPE OF STAIN ON EXPOSED SURFACES. 3.11 MASONRY WASTE DISPOSAL A. WASTE DISPOSAL AS FILL MATERIAL: DISPOSE OF CLEAN MASONRY WASTE, INCLUDING EXCESS OR SOIL -CONTAMINATED SAND, WASTE MORTAR, AND BROKEN MASONRY UNITS, BY CRUSHING AND MIXING WITH FILL MATERIAL AS FILL IS PLACED. 1. DO NOT DISPOSE OF MASONRY WASTE AS FILL WITHIN 18 INCHES (450 MM) OF FINISHED GRADE. 2. REMOVE EXCESS CLEAN MASONRY WASTE THAT CANNOT BE USED AS FILL, AS DESCRIBED ABOVE, AND OTHER MASONRY WASTE, AND LEGALLY DISPOSE OF OFF OWNER'S PROPERTY. END OF SECTION PART1 GENERAL AND NOT LESS THAN 4 INCHES (100 MM) WIDE. INCLUDES 1. WIRE: FABRICATE FROM 3/16 -INCH- (4.8 -MM-) DIAMETER, SHOP FABRICATED STEEL ITEMS. HOT -DIP GALVANIZED STEEL WIRE. 2.8 EMBEDDED FLASHING MATERIALS A. METAL FLASHING: COMPLYWITH SMACNA'S ARCHITECTURAL SHEET STRUCTURAL STEEL, 2001. METAL MANUAL. B. FLEXIBLE FLASHING: FOR FLASHING NOT EXPOSED TO THE EXTERIOR: AND HOT -DIPPED, ZINC -COATED, WELDED AND SEAMLESS, 2002. 1. COPPER -LAMINATED FLASHING: 7-OZ./SQ. FT. (2-KG/SQ. M) ASTMA 123/A 123M- STANDARD SPECIFICATION FOR ZINC(HOT-DIP COPPER SHEET BONDED WITH ASPHALT BETWEEN 2 LAYERS GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS, 2002. OF GLASS -FIBER CLOTH. C. SOLDER AND SEALANTS FOR SHEET METAL FLASHINGS: AS (HOT -DIP) ON IRON AND STEEL HARDWARE, 2002. SPECIFIED BY FLASHING MANUFACTURER. D. ADHESIVES,PRIMERS, AND SEAM TAPES FOR FLASH INGS: AS INTERMEDIATE TENSILE STRENGTH CARBON STEEL PLATES, 2000. RECOMMENDED BY FLASHING MANUFACTURER. 2.9 MISCELLANEOUS MASONRY ACCESSORIES A. COMPRESSIBLE FILLER: PREMOLDED FILLER STRIPS COMPLYING WITH ASTM D 1056, GRADE 2A1, COMPRESSIBLE UP TO 35 PERCENT, G. FORMULATED FROM NEOPRENE URETHANE OR PVC. B. PREFORMED CONTROL -JOINT GASKETS: MADE FROM H. STYRENE -BUTADIENE -RUBBER COMPOUND, COMPLYING WITH ASTM D LU 2000, DESIGNATION M2AA-805 AND DESIGNED TO FIT STANDARD SASH I. BLOCK AND TO MAINTAIN LATERAL STABILITY IN MASONRY WALL. C. BOND -BREAKER STRIPS: ASPHALT -SATURATED, ORGANIC ROOFING J. FELT COMPLYING WITH ASTM D 226, TYPE I (NO. 15 ASPHALT FELT). D. WEEPNENT PRODUCTS: USE ONE OF THE FOLLOWING, UNLESS K. OTHERWISE INDICATED: 1. RECTANGULAR PLASTIC WEEPNENT TUBING: CLEAR PART2 PRODUCTS BUTYRATE, 3/8 BY 1-1/2 BY 3-1/2 INCHES (9 BY 38 BY 89 MM) 2.01 MATERIALS LONG. 2.10 MASONRYCLEANERS A. PROPRIETARY ACIDIC CLEANER: MANUFACTURER'S STEELTUBING: ASTM A501 HOT -FORMED STRUCTURAL TUBING. STANDARD -STRENGTH CLEANER DESIGNED FOR REMOVING PLATES: ASTMA 283. MORTAR/GROUT STAINS FROM NEW MASONRY WITHOUT DAMAGING PIPE: ASTM A 53/A 53M, GRADE B SCHEDULE 40, BLACK FINISH. MASONRY. USE PRODUCTAPPROVED FOR INTENDED USE BY BOLTS, NUTS, AND WASHERS: ASTM A 325 (ASTM A 325M), TYPE 1, CLEANER MANUFACTURERAND MANUFACTURER OF MASONRYUNITS GALVANIZED TO ASTM A 153/A 153M WHERE CONNECTING BEING CLEANED. 2.11 MORTAR AND GROUT MIXES A. GENERAL: DO NOT USE ADMIXTURES, UNLESS OTHERWISE INDICATED. G. 1. DO NOT USE CALCIUM CHLORIDE IN MORTAR OR GROUT. 2. LIMIT CEMENTITIOUS MATERIALS IN MORTAR FOR EXTERIOR AND REINFORCED MASONRYTO PORTLAND CEMENT AND LIME. 2.02 FABRICATION 3. ADD COLD -WEATHER ADMIXTURE IF USED AT SAME RATE FOR FIT AND SHOP ASSEMBLE ITEMS IN LARGEST PRACTICAL SECTIONS, ALL MORTAR THAT WILL BE EXPOSED TO VIEW, REGARDLESS FOR DELIVERYTO SITE. OF WEATHER CONDITIONS, TO ENSURE THAT MORTAR COLOR FABRICATE ITEMS WITH JOINTS TIGHTLY FITTED AND SECURED. IS CONSISTENT. B. MORTAR FOR UNIT MASONRY: COMPLY WITH ASTM C 270, INTER MITENT WELDS AS INDICATED. PROPORTION SPECIFICATION. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. USE FULL-SIZE UNITS WITHOUT CUTTING IF POSSIBLE. IF CUTTING IS EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS REQUIRED, CUT UNITS WITH MOTOR -DRIVEN SAWS, PROVIDE CLEAN, OR BOLTS, UNOBTRUSIVELY LOCATED, CONSISTENT WITH DESIGN OF SHARP, UN -CHIPPED EDGES. ALLOW UNITS TO DRY BEFORE LAYING COMPONENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. UNLESS WETTING OF UNITS IS SPECIFIED. INSTALL CUT UNITS WITH SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF CUT SURFACES AND, WHERE POSSIBLE, CUT EDGES CONCEALED. B. SELECT AND ARRANGE UNITS FOR EXPOSED UNIT MASONRYTO OF SAME MATERIAL AND FINISH AS FABRICATION, EXCEPT WHERE PRODUCE A UNIFORM BLEND OF COLORS AND TEXTURES. C. WETTING OF BRICK: WET BRICK BEFORE LAYING IF INITIAL RATE OF A. ABSORPTION EXCEEDS 30 G/30 SQ. IN. (30 G/194 SQ. CM) PER MINUTE WHEN TESTED PER ASTM C 67. ALLOW UNITS TO ABSORB WATER SO THEY ARE DAMP BUT NOT WET AT TIME OF LAYING. D. COMPLYWITH TOLERANCES IN ACI 530.1/ASCE 6/TMS 602 AND WITH B. THE FOLLOWING: 2.04 FINISHES -STEEL 1. FOR CONSPICUOUS VERTICAL LINES, SUCH AS EXTERNAL PRIME PAINTALL STEEL ITEMS. CORNERS, DOOR JAMBS, REVEALS, AND EXPANSION AND PREPARE SURFACES TO BE PRIMED IN ACCORDANCE WITH SSPC-SP2. CONTROL JOINTS, DO NOT VARY FROM PLUMB BY MORE THAN CLEAN SURFACES OF RUST, SCALE, GREASE, AND FOREIGN MATTER 1/8 INCH IN 10 FEET (3 MM IN 3 M), 1/4 INCH IN 20 FEET (6 MM IN PRIOR TO FINISHING. 6 M), OR 1/2 INCH (12 MM) MAXIMUM. PRIMEPAINTING: TVOCOATS. 2. FOR CONSPICUOUS HORIZONTAL LINES, SUCH AS LINTELS, GALVANIZING OF STRUCTURAL STEEL MEMBERS: GALVANIZEAFTER SILLS, PARAPETS, AND REVEALS, DO NOT VARY FROM LEVEL FABRICATION TO ASTM A 123/A 123M REQUIREMENTS. PROVIDE BY MORE THAN 1/8 INCH IN 10 FEET (3 MM IN 3 M), 1/4 INCH IN 20 MINIMUM 1.7 OZ/SQ FT (530 G/SQ M) GALVANIZED COATING. FEET (6 MM IN 6 M), OR 1/2 INCH (12 MM) MAXIMUM. 3.2 LAYING MASONRY WALLS A. LAYOUT WALLS IN ADVANCE FOR ACCURATE SPACING OF SURFACE A. BOND PATTERNS WITH UNIFORM JOINT THICKNESSES AND FOR ACCURATE LOCATION OF OPENINGS, MOVEMENT -TYPE JOINTS, B. RETURNS, AND OFFSETS. AVOID USING LESS -THAN -HALF-SIZE UNITS, C. PARTICU LAR LY AT CORNERS, JAMBS, AND, WHERE POSSIBLE, AT OTHER LOCATIONS. B. BOND PATTERN FOR EXPOSED MASONRY: UNLESS OTHERWISE E. INDICATED, LAY EXPOSED MASONRY IN RUNNING BOND, DO NOT USE UNITS WITH LESS THAN NOMINAL 4 -INCH (100 -MM) HORIZONTAL FACE PART EXECUTION DIMENSIONS AT CORNERS OR JAMBS. C. BUILT-IN WORK: AS CONSTRUCTION PROGRESSES, BUILD IN ITEMS VERIFYTHAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY SPECIFIED IN THIS AND OTHER SECTIONS. FILL IN SOLIDLY WITH TO RECEIVE WORK. MASONRYAROUND BUILT-IN ITEMS. D. FILL SPACE BETWEEN STEEL FRAMES AND MASONRY SOLIDLY WITH CLEAN AND STRIP PRIMED STEEL ITEMS TO BARE METAL WHERE SITE MORTAR, UNLESS OTHERWISE INDICATED. E. FILL CORES IN HOLLOW CONCRETE MASONRYUNITS WITH GROUT 24 SUPPLYSETTING TEMPLATES TO THE APPROPRIATE ENTITIES FOR INCHES (600 MM) UNDER BEARING PLATES, BEAMS, LINTELS, POSTS, STEEL ITEMS REQUIRED TO BE CAST INTO CONCRETE OR EMBEDDED AND SIMILAR ITEMS, UNLESS OTHERWISE INDICATED. 3.3 MORTAR BEDDING AND JOINTING A. LAY HOLLOW BRICK AND CONCRETE MASONRY UNITS AS FOLLOWS: A. 1. WITH FACE SHELLS FULLY BEDDED IN MORTAR AND WITH HEAD JOINTS OF DEPTH EQUAL TO BED JOINTS. B. 2. WITH WEBS FULLY BEDDED IN MORTAR IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS. 3. WITH WEBS FULLY BEDDED IN MORTAR IN GROUTED MASONRY, C. INCLUDING STARTING COURSE ON FOOTINGS. D. 4. WITH ENTIRE UNITS, INCLUDING AREAS UNDER CELLS, FULLY BEDDED IN MORTAR AT STARTING COURSE ON FOOTINGS E. WHERE CELLS ARE NOT GROUTED. B. LAY SOLID MASONRY UNITS WITH COMPLETELY FILLED BED AND HEAD JOINTS, BUTTER ENDS WITH SUFFICIENT MORTAR TO FILL HEAD 3.04 ERECTION TOLERANCES JOINTS AND SHOVE INTO PLACE. DO NOT DEEPLY FURROW BED MAXIMUM VARIATION FROM PLUMB: 1/4 INCH (6 MM) PER STORY, JOINTS OR SLUSH HEAD JOINTS. C. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE WHEN THUMBPRINT MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1/4 INCH (6 MM). HARD, USINGA JOINTER LARGER THAN JOINT THICKNESS, UNLESS MAXIMUM OUT -OF -POSITION: 1/4 INCH (6 MM). OTHERWISE INDICATED. D. CUT JOINTS FLUSH FOR MASONRY WALLS TO RECEIVE PLASTER OR OTHER DIRECT -APPLIED FINISHES (OTHER THAN PAINT), UNLESS OTHERWISE INDICATED. 3.04 COMPOSITE MASONRY A. BOND WYTHES OF COMPOSITE MASONRY TOGETHER USING ONE OF THE FOLLOWING METHODS: 1. INDIVIDUAL METAL TIES: PROVIDE TIES AS SHOWN INSTALLED IN HORIZONTAL JOINTS, BUT NOT LESS THAN ONE METAL TIE FOR 2.67 SQ. FT. (0.25 SQ. M) OF WALL AREA SPACED NOT TO EXCEED 24 INCHES (610 MM) O.C. HORIZONTALLY AND 16 INCHES 406 MM O.C. VERTICALLY. STAGGER TIES IN ALTERNATE COURSES. PROVIDE ADDITIONAL TIES WITHIN 12 INCHES (305 MM) OF OPENINGS AND SPACE NOT MORE THAN 36 INCHES (915 MM) APART AROUND PERIMETER OF OPENINGS. AT INTERSECTING AND ABUTTING WALLS PROVIDE TIES AT NO MORE THAN 24 INCHES (610 MM) O.C. VERTICALLY. 2. MASONRY JOINT REINFORCEMENT: INSTALLED IN HORIZONTAL MORTAR JOINTS. B. WHERE BED JOINTS OF BOTH WYTHES ALIGN, USE LADDER -TYPE REINFORCEMENT EXTENDING ACROSS BOTH WYTHES. C. WHERE BED JOINTS OF WYTHES DO NOT ALIGN, USE ADJUSTABLE (TWO-PIECE) TYPE REINFORCEMENT WITH CONTINUOUS HORIZONTAL WIRE IN FACING WYTHE ATTACHED TO TIES. D. COLLAR JOINTS: SOLIDLY FILL COLLAR JOINTS BY PARGING FACE OF FIRST WYTHE THAT IS LAID AND SHOVING UNITS OF OTHER WYTH E INTO PLACE. E. CORNERS: PROVIDE INTERLOCKING MASONRY UNIT BOND IN EACH WYTHE AND COURSE AT CORNERS, UNLESS OTHERWISE INDICATED. 3.05 MASONRY JOINT REIN FORCEM ENT A. GENERAL: INSTALL IN MORTAR WITH A MINIMUM COVER OF 5/8 INCH (16 MM) ON EXTERIOR SIDE OF WALLS, 1/2 INCH (13 MM) ELSEWHERE. LAP REINFORCEMENT MINIMUM OF 6 INCHES (150 MM). B. INTERRUPT JOINT REINFORCEMENT AT CONTROL AND EXPANSION JOINTS, UNLESS OTHERWISE INDICATED. C. PROVIDE CONTINUITY AT WALL INTERSECTIONS BY USING PREFABRICATED T -SHAPED UNITS. D. PROVIDE CONTINUITY AT CORNERS BY USING PREFABRICATED L -SHAPED UNITS. 3.06 ANCHORING MASONRYVENEERS A. ANCHOR MASONRY VENEERS TO WALL FRAMING OR CONCRETE AND MASONRY BACKUP WITH MASONRY -VENEER ANCHORS TO COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. FASTEN SCREW -ATTACHED ANCHORS THROUGH SHEATHING TO WALL FRAMING AND TO CONCRETE AND MASONRY BACKUP WITH METAL FASTENERS OF TYPE INDICATED. . 2. EMBED TIE SECTIONS IN MASONRYJOINTS. 3. LOCATE ANCHOR SECTIONS TO ALLOW MAXIMUM VERTICAL DIFFERENTIAL MOVEMENT OF TIES UP AND DOWN. 4. SPACE ANCHORS AS INDICATED, BUT NOT MORE THAN 16 INCHES 406 MM O.C. VERTICALLYAND 24 INCHES 610 MM O.C. HORIZONTALLY WITH NOT LESS THAN 1 ANCHOR FOR EACH 2.67 SQ. FT. (0.25 SQ. M) OF WALL AREA. INSTALL ADDITIONAL ANCHORS WITHIN 12 INCHES (305 MM) OF OPENINGS AN D AT INTERVALS, NOT EXCEEDING 36 INCHES (914 MM), AROUND PERIMETER. 3.07 FLASHING, WEEP HOLES, CAVITY DRAINAGE, AND VENTS A. GENERAL: INSTALL EMBEDDED FLASHING AND WEEP HOLES IN MASONRY AT SHELF ANGLES, LINTELS, LEDGES, OTHER OBSTRUCTIONS TO DOWNWARD FLOW OF WATER IN WALL, AND WHERE INDICATED. B. INSTALL FLASHINGAS FOLLOWS UNLESS OTHERWISE INDICATED: 1. PREPARE MASONRYSURFACES SOTHEYARE SMOOTH AND FREE FROM PROJECTIONS THATCOULD PUNCTURE FLASHING. WHERE FLASHING IS WITHIN MORTAR JOINT, PLACE THROUGH -WALL FLASHINGON SLOPING BED OF MORTARAND COVER WITH MORTAR. BEFORE COVERING WITH MORTAR, SEAL PENETRATIONS IN FLASHINGAS RECOMMENDED BY FLASHING MANUFACTURER. 2. AT LINTELS AND SHELF ANGLES, EXTEND FLASHING A MINIMUM OF 61NCHES (150 MM) INTO MASONRYAT EACH END. AT HEADS AND SILLS, EXTEND FLASHING 61NCHES (150 MM) AT ENDS AND TURN UP NOT LESS THAN 2 INCHES (50 MM) TO FORM END DAMS. C. INSTALL WEEP HOLES IN HEAD JOINTS IN EXTERIOR WYTHES OF FIRST COURSE OF MASONRY IMMEDIATELY ABOVE EMBEDDED FLASHING AND AS FOLLOWS: 1. USE SPECIFIED WEEPNENT PRODUCTS TO FORM WEEP HOLES. 2. SPACE WEEP HOLES 24 INCHES (600 MM) O.C., UNLESS OTHERWISE INDICATED. 3. COVER CAVITY SIDE OF WEEP HOLES WITH PLASTIC INSECT SCREENINGAT CAVITIES INSULATED WITH LOOSE -FILL INSULATION. D. PLACE CAVITY DRAINAGE MATERIAL IN CAVITIES TO COMPLYWITH CONFIGURATION REQUIREMENTS FOR CAVITY DRAINAGE MATERIAL IN PART 2 "MISCELLANEOUS MASON RYACCESSORIES"ARTICLE. 3.08 REINFORCED UNIT MASONRY INSTALLATION A. TEMPORARY FORMWORK AND SHORES: CONSTRUCT FORMWORK AND SHORES AS NEEDED TO SUPPORT REINFORCED MASONRY ELEMENTS DURING CONSTRUCTION. 1. CONSTRUCT FORMWORKTO PROVIDE SHAPE, LINE, AND DIMENSIONS OF COMPLETED MASONRYAS INDICATED. MAKE FORMS SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR AND GROUT. BRACE, TIE, AND SUPPORT FORMS TO MAINTAIN POSITION AND SHAPE DURING CONSTRUCTION AND CURING OF REINFORCED MASONRY. 2. DO NOT REMOVE FORMS AND SHORES UNTIL REINFORCED MASONRY MEMBERS HAVE HARDENED SUFFICIENTLYTO CAR RY TH EIR OWN W EIGHT AN D OTHER TEMPORARY LOADS THAT MAY BE PLACED ON THEM DURING CONSTRUCTION. B. PLACING REINFORCEMENT: COMPLY WITH REQUIREMENTS IN ACI 530.1/ASCE 6/TMS 602. C. GROUTING: DO NOT PLACE GROUT UNTIL ENTIRE HEIGHT OF MASONRY TO BE GROUTED HAS ATTAINED ENOUGH STRENGTH TO RESIST GROUT PRESSURE. 1. COMPLYWITH REQUIREMENTS IN ACI 530.1/ASCE 6/TMS 602 FOR CLEANOUTS AND FOR GROUT PLACEMENT INCLUDING MINIMUM GROUT SPACE AND MAXIMUM POUR HEIGHT. 2. LIMIT HEIGHT OF VERTICAL GROUT POURS TO NOT MORE THAN 60 INCHES (1520 MM). 3.09 PARGING A. PARGE EXTERIOR FACES OF BELOW -GRADE MASONRYWALLS, WHERE INDICATED, IN 2 UNIFORM COATS TO A TOTAL THICKNESS OF 3/4 INCH (19 MM) WITH A STEEL -TROWEL FINISH. FORMA WASH AT TOP OF PARGING AND A COVE AT BOTTOM. DAMP -CURE PARGING FOR AT LEAST 24 HOURS AND PROTECT PARGING UNTIL CURED. 3.10 CLEANING A. IN -PROGRESS CLEANING: CLEAN UNIT MASONRY AS WORK PROGRESSES BY DRY BRUSHING TO REMOVE MORTAR FINS AND SMEARS BEFORE TOOLING JOINTS. B. FINALCLEANING: AFTER MORTAR IS THOROUGHLY SET AND CURED, CLEAN EXPOSED MASONRY AS FOLLOWS: 1. TEST CLEANING METHODS ON SAMPLE WALL PANEL, LEAVE ONE-HALF OF PANEL UNCLEANED FOR COMPARISON PURPOSES. 2. PROTECT ADJACENT SURFACES FROM CONTACT WITH CLEANER. 3. WET WALL SURFACES WITH WATER BEFORE APPLYING CLEANERS, REMOVE CLEANERS PROMPTLY BY RINSING SURFACES THOROUGHLY WITH CLEAR WATER. 4. CLEAN BRICK BY BU CKET-AN D -B RUSH HAND -CLEANING METHOD DESCRIBED IN BIATECHNICAL NOTES 20. 5. CLEAN MASONRYWITH A PROPRIETARY ACIDIC CLEANER APPLIED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 6. CLEAN CONCRETE MASONRY BYCLEANING METHOD INDICATED IN NCMA TEK 8-2A APPLICABLE TO TYPE OF STAIN ON EXPOSED SURFACES. 3.11 MASONRY WASTE DISPOSAL A. WASTE DISPOSAL AS FILL MATERIAL: DISPOSE OF CLEAN MASONRY WASTE, INCLUDING EXCESS OR SOIL -CONTAMINATED SAND, WASTE MORTAR, AND BROKEN MASONRY UNITS, BY CRUSHING AND MIXING WITH FILL MATERIAL AS FILL IS PLACED. 1. DO NOT DISPOSE OF MASONRY WASTE AS FILL WITHIN 18 INCHES (450 MM) OF FINISHED GRADE. 2. REMOVE EXCESS CLEAN MASONRY WASTE THAT CANNOT BE USED AS FILL, AS DESCRIBED ABOVE, AND OTHER MASONRY WASTE, AND LEGALLY DISPOSE OF OFF OWNER'S PROPERTY. END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. SHOP FABRICATED STEEL ITEMS. 1.02 REFERENCES A. ASTM A36/A36M-STANDARD SPECIFICATION FORCARBON STRUCTURAL STEEL, 2001. B. ASTM A 53/A 53M- STANDARD SPECIFICATION FOR PIPE, STEEL, BLACK of=0 AND HOT -DIPPED, ZINC -COATED, WELDED AND SEAMLESS, 2002. C. ASTMA 123/A 123M- STANDARD SPECIFICATION FOR ZINC(HOT-DIP Q GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS, 2002. D. ASTM A 153/A 153M - STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE, 2002. E. ASTM A 283/A 283M- STANDARD SPECIFICATION FOR LOWAND 0 INTERMEDIATE TENSILE STRENGTH CARBON STEEL PLATES, 2000. F. ASTM A 325 - STANDARD SPECIFICATION FOR STRUCTURAL BOLTS, STEEL, HEATTREATED, 120/105 KSI MINIMUM TENSILE STRENGTH, 2002. G. ASTM A 325M- STANDARD SPECIFICATION FOR HIGH-STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS (METRIC), 2000. H. ASTM A 501 - STANDARD SPECIFICATION FOR HOT -FORMED WELDED LU AND SEAMLESS CARBON STEEL STRUCTURAL TUBING, 2001. I. AWS D1.1- STRUCTURAL WELDING CODE- STEEL, AMERICAN WELDING SOCIETY, 2002. J. SSPC-PAINT 20 -ZINC -RICH PRIMERS (TYPE I,"INORGANIC,"AND TYPE 11, "ORGANIC"), SOCIETY FOR PROTECTIVE COATINGS, 2002. K. SSPC-SP2- HAND TOOL CLEANING, SOCIETY FOR PROTECTIVE COATINGS, 1982 (ED. 2000). PART2 PRODUCTS 2.01 MATERIALS -STEEL A. STEELSECTIONS: ASTMA36/A36M. B. STEELTUBING: ASTM A501 HOT -FORMED STRUCTURAL TUBING. C. PLATES: ASTMA 283. D. PIPE: ASTM A 53/A 53M, GRADE B SCHEDULE 40, BLACK FINISH. E. BOLTS, NUTS, AND WASHERS: ASTM A 325 (ASTM A 325M), TYPE 1, GALVANIZED TO ASTM A 153/A 153M WHERE CONNECTING GALVANIZED COMPONENTS. F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS BEING WELDED. G. TOUCH-UP PRIMER FOR GALVANIZED SURFACES: SSPC-PAINT 20, TYPE I- INORGANIC, COMPLYING WITH VOC LIMITATIONS OF AUTHORITIES HAVING JURISDICTION. 2.02 FABRICATION A. FIT AND SHOP ASSEMBLE ITEMS IN LARGEST PRACTICAL SECTIONS, FOR DELIVERYTO SITE. B. FABRICATE ITEMS WITH JOINTS TIGHTLY FITTED AND SECURED. C. CONTINUOUSLY SEAL JOINED MEMBERS BY CONTINUOUS WELDS OR INTER MITENT WELDS AS INDICATED. D. GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT FINISH SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE. EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS. E. EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS OR BOLTS, UNOBTRUSIVELY LOCATED, CONSISTENT WITH DESIGN OF COMPONENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. F. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF FABRICATIONS. FABRICATE ANCHORS AND RELATED COMPONENTS OF SAME MATERIAL AND FINISH AS FABRICATION, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 2.03 FABRICATED ITEMS A. LEDGE ANGLES, SHELF ANGLES, CHANNELS, AND PLATES NOT ATTACHEDTO STRUCTURAL FRAMING: FORSUPPORTAND ATTACHMENT OF INTERIOR SOFFIT AND MISC. CONSTRUCTION INDICATED ON DRAWINGS, PRIME PAINT FINISH. B. LINTELS: AS DETAILED, GALVANIZED FINISH. 2.04 FINISHES -STEEL A. PRIME PAINTALL STEEL ITEMS. B. PREPARE SURFACES TO BE PRIMED IN ACCORDANCE WITH SSPC-SP2. C. CLEAN SURFACES OF RUST, SCALE, GREASE, AND FOREIGN MATTER PRIOR TO FINISHING. D. PRIMEPAINTING: TVOCOATS. E. GALVANIZING OF STRUCTURAL STEEL MEMBERS: GALVANIZEAFTER FABRICATION TO ASTM A 123/A 123M REQUIREMENTS. PROVIDE MINIMUM 1.7 OZ/SQ FT (530 G/SQ M) GALVANIZED COATING. F. GALVANIZING OF NON-STRUCTURAL ITEMS: GALVANIZEAFTER FABRICATION TO ASTM A 123/A 123M REQUIREMENTS. 2.05 FABRICATION TOLERANCES A. SQUARENESS: 1/8 INCH (3 MM) MAXIMUM DIFFERENCE IN DIAGONAL MEASUREMENTS. B. MAXIMUM OFFSET BETWEEN FACES: 1/16 INCH (1.5 MM). C. MAXIMUM MISALIGNMENT OF ADJACENT MEMBERS: 1/16 INCH (1.5 MM. D. MAXIMUM BOW: 1/8 INCH (3 MM) IN 48 INCHES (1.2 M). E. MAXIMUM DEVIATION FROM PLANE: 1/16 INCH (1.5 MM) IN 48 INCHES (1.2 M). PART EXECUTION 3.01 EXAMINATION A. VERIFYTHAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY TO RECEIVE WORK. 3.02 PREPARATION A. CLEAN AND STRIP PRIMED STEEL ITEMS TO BARE METAL WHERE SITE WELDING IS REQUIRED. B. SUPPLYSETTING TEMPLATES TO THE APPROPRIATE ENTITIES FOR STEEL ITEMS REQUIRED TO BE CAST INTO CONCRETE OR EMBEDDED IN MASONRY. 3.03 INSTALLATION A. INSTALL ITEMS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM DISTORTION OR DEFECTS. B. PROVIDE FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT ATTACH MENTS. C. PERFORM FIELD WELDING IN ACCORDANCE WITH AWS D1.1. D. OBTAIN APPROVAL PRIOR TO SITE CUTTING OR MAKING ADJUSTMENTS NOT SCHEDULED. E. AFTER ERECTION, PRIME WELDS, ABRASIONS, AND SURFACES NOT SHOP PRIMED OR GALVANIZED, EXCEPT SURFACES TO BE IN CONTACT WITH CONCRETE. 3.04 ERECTION TOLERANCES A. MAXIMUM VARIATION FROM PLUMB: 1/4 INCH (6 MM) PER STORY, NON -CUMULATIVE. B. MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1/4 INCH (6 MM). C. MAXIMUM OUT -OF -POSITION: 1/4 INCH (6 MM). END OF SECTION David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C i eGi `00 I ialn9 pN SEAL DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I N ■ Lu U �J a (7 O of=0 m 00 Q � U 0 inLu 0 Q> > H co LU > O O O LU DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I N ■ 1.01 SECTION INCLUDES A. TELEPHONEAND ELECTRICAL PANEL BOARDS. B. WOOD NAILERSAND CURBS FOR ROOFINGAND ITEMS INSTALLED ON ROOF. C. CONCEALED WOOD BLOCKING FOR SUPPORT OF EQUIPMENT, SOFFIT PANELS, AND SIGNAGE. D. MISCELLANEOUS WOOD NAILERS AND FURRING STRIPS. 1.02 REFERENCES A. AFPAT10-WOOD FRAME CONSTRUCTION MANUAL,AMERICAN FOREST AND PAPER ASSOCIATION, 2001. B. AWPA C2 -LUMBER, TIMBER, BRIDGE TIES AND MINE TIES -- PRESERVATIVE TREATMENT BY PRESSURE PROCESSES, AMERICAN WOOD-PRESERVERS'ASSOCIATION, 2001. C. PS 1 - CONSTRUCTION AND INDUSTRIAL PLYWOOD, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (DEPARTMENT OF COMMERCE), 1995. D. PS 20 -AMERICAN SOFTWOOD LUMBER STANDARD, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY (DEPARTMENT OF COMMERCE), 1999. E. WWPA G-5- WESTERN LUMBER GRADING RULES, WESTERN WOOD PRODUCTS ASSOCIATION, 1998. 1.03 QUALITY ASSURANCE A. LUMBER: COMPLY WITH PS 20 AND APPROVED GRADING RULES AND INSPECTION AGENCIES. 1.04 DELIVERY, STORAGE, AND HANDLING A. COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE. SUPPORT STACKED PRODUCTS TO PREVENT DEFORMATION AND TO ALLOW AIR CIRCULATION. PART 2 - PRODUCTS 2.01 DIMENSION LUMBER FOR CONCEALED APPLICATIONS -ALL SHALL BE FIRE RETARDANT TREATED A. GRADINGAGENCY: WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). B. SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S. C. MOISTURECONTENT: S-DRYORMCI9. D. MISCELLANEOUS BLOCKING, FURRING, AND NAILERS: 1. LUMBER: S4S, NO. 2 OR STANDARD GRADE. 2.02 CONSTRUCTION PANELS- ALL SHALL BE FIRE RETARDANT TREATED A. MISCELLANEOUS PANELS: 1. CONCEALED PLYWOOD: PS 1, C -C PLUGGED EXTERIOR GRADE. 2. EXPOSED PLYWOOD: PS 1, A -D, INTERIOR GRADE. 3. ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING, FIRE RETARDANT TREATED. 2.03 ACCESSORIES A. FASTENERS AND ANCHORS: 1. FASTENERS: ZINC ELECTROPLATED STEEL FOR HIGH HUMIDITYAND TREATED WOOD LOCATIONS, UNFINISHED STEEL ELSEWHERE. 2. DRYWALLSCREWS: BUGLE HEAD, HARDENED STEEL, POWER DRIVEN TYPE, LENGTH THREE TIMES THICKNESS OF SHEATHING. 3. ANCHORS: TOGGLE BOLT TYPE FOR ANCHORAGE TO HOLLOW MASONRY, EXPANSION SHIELD AND LAG BOLTAT SOLID MASONRY, BOLT ADN BALLISTIC ANCHORAGES TO STEEL. 2.04 FACTORY WOOD TREATMENT A. TREATED LUMBER AND PLYWOOD: COMPLY WITH REQUIREMENTS OF AWPA Ui-05 -USE CATEGORY SYSTEM FOR WOOD TREATMENTS DETERMINED BYUSE CATEGORIES, EXPECTED SERVICE CONDITIONS, AND SPECIFIC APPLICATIONS. B. FIRE -RETARDANT -TREATED MATERIALS 1. GENERAL: COMPLYWITH PERFORMANCE REQUIREMENTS IN AWPA C20 (LUMBER) AND AWPA C27 (PLYWOOD). FLAME SPREAD SHALL BE 25 OR LESS PER ASTM E84 a. USE EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. b. USE INTERIOR TYPE A, HIGH TEMPERATURE HT FOR ENCLOSED ROOF FRAMING, FRAMING IN ATTIC SPACES, AND WHERE INDICATED. C. USE INTERIOR TYPE A, UNLESS OTH ERWISE INDICATED. 2. IDENTIFY FIRE -RETARDANT -TREATED WOOD WITH APPROPRIATE CLASSIFICATION MARKING OF TESTING AND INSPECTING AGENCY; AND WITH INFORMATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. C. SURFACE MOUNTED AND WALL BLOCKING 1. FIRE -RETARDANT -TREATED MATERIALS a. GENERAL: COMPLY WITH PERFORMANCE REQUIREMENTS IN AWPA C20 (LUMBER) AND AWPA C27 (PLYWOOD). FLAME SPREAD SHALL BE 25 OR LESS PER ASTM E84. b. USE EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND WHERE INDICATED. C. USE INTERIORTYPEA, HIGH TEMPERATURE (HT) FOR ENCLOSED ROOF FRAMING, FRAMING IN ATTIC SPACES, AND WHERE INDICATED. d. USE INTERIOR TYPE A, UNLESS OTHERWISE INDICATED. D. IDENTIFY FIRE -RETARDANT -TREATED WOOD WITH APPROPRIATE CLASSIFICATION MARKING OF TESTING AND INSPECTING AGENCY; AND WITH INFORMATION ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. E. PLYWOOD BACKING PANELS 1. TELEPHONE, ELECTRICAL, EQUIPMENT BACKING PANELS: DOC PS 1, EXPOSURE 1, C -D PLUGGED, FIRE -RETARDANT TREATED, IN THICKNESS INDICATED OR, IF NOT INDICATED, NOT LESS THAN 3/4 -INCH (19 -MM) NOMINAL THICKNESS. 4x8' BOARD. 2. WATER DELIVERYSYSTEM, FIRE-RETARDENT TREATED IN THICKNESS INDICATED OR, IF NOT INDICATED, NOT LESSTHAN 5/8 -INCH (13 -MM) NOMINAL THICKNESS. F. PRESSURE TREATMENT OF LUMBER ABOVE GRADE:AWPA TREATMENT C2 USING WATERBORNE PRESERVATIVE TO 0.25 LB/CU FT (4.0 KG/CU M) RETENTION. 1. KILN DRYAFTER TREATMENTTO MAXIMUM MOISTURE CONTENT OF 19 PERCENT. 2. TREAT WOOD IN CONTACT WITH ROOFING, FLASHING, OR WATERPROOFING. 3. TREAT WOOD IN CONTACT WITH MASONRY OR CONCRETE. 4. TREAT WOOD LESS THAN 18 INCHES (450 MM) ABOVE GRADE. PART 3 -EXECUTION 3.01 FURRING INSTALLATION A. SET FURRING, NAILERS AND BLOCKING MEMBERS LEVEL, PLUMB, AND TRUE TO LINE. DISCARD PIECES WITH DEFECTS THAT WOULD LOWER REQUIRED STRENGTH. B. MAKE PROVISIONS FOR TEMPORARY CONSTRUCTION LOADS, AND PROVIDE TEMPORARY BRACING SUFFICIENT TO MAINTAIN STRUCTURE IN TRUE ALIGNMENT AND SAFE CONDITION UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. C. INSTALL MEMBERS FULL LENGTH WITHOUT SPLICES UNLESS OTHERWISE SPECIFICALLY DETAILED. D. COMPLYWITH MEMBER SIZES, SPACING, AND CONFIGURATIONS INDICATED, AND FASTENER SIZE AND SPACING INDICATED, BUT NOT LESS THAN REQUIRED BYAFPA WOOD FRAME CONSTRUCTION MANUAL. E. PROVIDE MISCELLANEOUS MEMBERS AS INDICATED OR AS REQUIRED TO SUPPORT FINISHES, FIXTURES, SPECIALTY ITEMS, AND TRIM. 3.02 SITE APPLIED WOOD TREATMENT A. APPLY PRESERVATIVE TREATMENT COMPATIBLE WITH FACTORY APPLIED TREATMENT AT SITE -SAWN CUTS, COMPLYING WITH MANUFACTURER'S INSTRUCTIONS. 6/3/2021 9:11:33 AM B. ALLOW PRESERVATIVE TO DRY PRIOR TO ERECTING MEMBERS. END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. INSTALLATION OF MILLWORK. B. INSTALLATION OF OWNER RETAIL SHELVING (COORDINATE WITH PET B. SUPPLIES PLUS).. C. FINISH CARPENTRY ITEMS. D. HARDWARE AND ATTACHMENT ACCESSORIES. 1.02 REFERENCES A. AWI(QSI) -ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, ARCHITECTURAL WOODWORK INSTITUTE, 1997, SEVENTH EDITION, VERSION 1.0. B. BHMAA156.9-AMERICAN NATIONAL STANDARD FOR CABINET D. HARDWARE, BUILDERS HARDWARE MANUFACTURERS ASSOCIATION, 3.03 2003 (ANSI/BHMA A156.9). C. NEMA LD 3 -HIGH-PRESSURE DECORATIVE LAMINATES, NATIONAL A. ELECTRICAL MANUFACTURERS ASSOCIATION, 2000. 1.03 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS FOR B. SUBMITTAL PROCEDURES. B. SHOP DRAWINGS: INDICATE MATERIALS, COMPONENT PROFILES, BEFORE INSTALLATION, PRIME PAINT SURFACES OF ITEMS OR FASTENING METHODS, JOINTING DETAILS, AND ACCESSORIES TO A C. MINIMUM SCALE OF 1-1/2 INCH TO 1 FT (1:8). C. SAMPLES: SUBMIT TWO SAMPLES OF WOOD TRIM 61NCHES LONG. 1.04 QUALITY ASSURANCE 1.05 DELIVERY, STORAGE, AND PROTECTION A. PROTECT WORK FROM MOISTURE DAMAGE. 1.06 PROJECT CONDITIONS A. SEQUENCE INSTALLATION TO ENSURE UTILITY CONNECTIONS ARE MATERIALS: 1/32 INCH (0.7 MM). ACHIEVED IN AN ORDERLYAND EXPEDITIOUS MANNER. B. COORDINATE THE WORK WITH PLUMBING ROUGH -IN, ELECTRICAL MATTER, RIDGES, AND SAGS. ROUGH -IN, AND INSTALLATION OF ASSOCIATED AND ADJACENT INSTALLATION SCHEDULE IS INDICATED ON DRAWINGS. COMPONENTS. PART PRODUCTS 2.01 PLASTIC LAMINATE MATERIALS A. PLASTIC LAMINATE: NEMA LD 3, HGS, VGS, HGP AS REQUIRED TO SUIT APPLIED WITHIN THESE TEMPERATURE RANGES. APPLICATION, COLOR AND TEXTURE AS INDICATED ON DRAWINGS. B. LOW PRESSURE LAMINATE: MELAMINE, COLOR AS SPECIFIED ON 3.04 DRAWINGS, AND SURFACE TEXTURE AS SELECTED. C. LAMINATE BACKING SHEET: NEMA LD 3, BKL, UNDECORATED PLASTIC CLEAN ADJACENT SOILED SURFACES. LAMINATE. D. ADHESIVE: OF TYPES BEST SUITED TO INSTALLATION. 2.02 WOODTRIM A. SOFTWOOD LUMBER: GRADED IN ACCORDANCE WITH AWI END OF SECTION ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, CUSTOM, AVERAGE MOISTURE CONTENT OF 6 PERCENT, SPECIES AND GRADE AS FOLLOWSINDICATED ON DRAWINGS. B. HARDWOOD LUMBER: GRADED IN ACCORDANCE WITH AWI ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, CUSTOM, AVERAGE MOISTURE CONTENT OF 6 PERCENT, SPECIES AND GRADE AS FOLLOWS: CLEAR POPLAR. 2.03 FASTENERS A. FASTENERS: OF SIZE AND TYPE TO SUIT APPLICATION. B. CONCEALED JOINT FASTENERS: THREADED STEEL. 2.04 ACCESSORIES A. LUMBER FOR SHIMMING, BLOCKING: SOFTWOOD LUMBER OF CEDAR SPECIES. B. PRIMER: ALKYD PRIMER SEALER TYPE. C. WOOD FILLER: SOLVENT BASE, TINTED TO MATCH SURFACE FINISH COLOR. 2.05 HARDWARE A. HARDWARE: COMPLYWITH BHMAA156.9 AND AS INDICATED ON DRAWINGS. 2.06 FABRICATION A. SHOP ASSEMBLE WORK FOR DELIVERYTO SITE, PERMITTING PASSAGE THROUGH BUILDING OPENINGS. B. CAP EXPOSED PLASTIC LAMINATE FINISH EDGES WITH MATERIAL OF SAME FINISH AND PATTERN. C. WHEN NECESSARYTO CUTAND FIT ON SITE, PROVIDE MATERIALS WITH AMPLE ALLOWANCE FOR CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING. D. APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS CONSISTENTWITH MANUFACTURED SIZES. FIT CORNERS AND JOINTS HAIRLINE, SECURE WITH CONCEALED FASTENERS. SLIGHTLY BEVEL ARISES. LOCATE COUNTER BUTT JOINTS MINIMUM 2 FEET (600 MM) FROM SINK CUT-OUTS. E. APPLY LAMINATE BACKING SHEET TO REVERSE FACE OF PLASTIC LAMINATE FINISHED SURFACES. F. SHOP ASSEMBLE CASEWORK FOR DELIVERYTO SITE IN UNITS EASILY HANDLED AND TO PERMIT PASSAGE THROUGH BUILDING OPENINGS. G. FIT SHELVES, DOORS, AND EXPOSED EDGES WITH MATCHING VENEER EDGING OR AS DETAILED ON DRAWINGS. USE ONE PIECE FOR FULL LENGTH ONLY. H. DOORAND DRAWER FRONTS: 3/4 INCH (19 MM)THICK, FLUSH OVERLAYSTYLE. I. WHEN NECESSARYTOCUTAND FITON SITE, PROVIDE MATERIALS WITH AMPLE ALLOWANCE FOR CUTTING. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING. J. APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS CONSISTENTWITH MANUFACTURED SIZES. FIT CORNERS AND JOINTS HAIRLINE, SECURE WITH CONCEALED FASTENERS. SLIGHTLY BEVEL ARISES. LOCATE COUNTER BUTT JOINTS MINIMUM 2 FEET (600 MM) FROM SINK CUT-OUTS. K. APPLY LAMINATE BACKING SHEET TO REVERSE SIDE OF PLASTIC LAMINATE FINISHED SURFACES. L. FABRICATE METAL COUNTERTOP SURFACES PRESSURE GLUED TO PARTICLE BOARD CORE BACKING WITHOUT VISIBLE JOINTS. M. MECHANICALLY FASTEN BACK SPLASH TO COUNTERTOPS WITH STEEL BRACKETS AT 16 INCHES (400 MM) ON CENTER. 2.07 SHOP FINISHING A. SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS. B. APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS. C. ON ITEMS TO RECEIVE TRANSPARENT FINISHES, USE WOOD FILLER WHICH MATCHES SURROUNDING SURFACES AND OF TYPES RECOMMENDED FORAPPLIED FINISHES. D. FINISH WORK IN ACCORDANCE WITH AWI ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, SECTION 1500, SYSTEM TR -2 (TRANSPARENT). E. BACK PRIME WOODWORK ITEMS TO BE FIELD FINISHED, PRIOR TO INSTALLATION. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY ADEQUACY OF BACKING AND SUPPORT FRAMING. B. VERIFY MECHANICAL,ELECTRICAL, AND BUILDING ITEMS AFFECTING WORK OF THIS SECTION ARE PLACED AND READY TO RECEIVE THIS WORK. C. SEE SECTION 061000 -ROUGH CARPENTRY FOR INSTALLATION OF RECESSED AND CONCEALED WOOD BLOCKING. 3.02 INSTALLATION A. SETAND SECURE MATERIALS AND COMPONENTS IN PLACE, PLUMB AND LEVEL. PART1 GENERAL 1.01 SECTION INCLUDES A. BOARD INSULATION AT EXTERIOR WALL BEHIND INTERIOR GYPSUM BOARD WALL FINISH. B. BATT INSULATION AND VAPOR RETARDER IN EXTERIOR WALL CONSTRUCTION AND INTERIOR WALLS. C. BATT INSULATION FOR FILLING CREVICES IN EXTERIOR WALL AND ROOF. D. SOUND INSULATION FOR DEMISING WALLS AT PUBLIC PET WASH OR GROOMINGAREAS. 1.02 REFERENCES A. ASTM C 578 -STANDARD SPECIFICATION FOR RIGID, CELLULAR POLYSTYRENE THERMAL INSULATION, 2001. B. ASTM C 665 -STANDARD SPECIFICATION FOR MINERAL -FIBER BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION AND MANUFACTURED HOUSING 2001. 1.03 ENVIRONMENTAL REQUIREMENTS A. DO NOT INSTALL INSULATION ADHESIVES WHEN TEMPERATURE OR WEATHER CONDITIONS ARE DETRIMENTAL TO SUCCESSFUL INSTALLATION. PART2 PRODUCTS 2.01 BOARD INSULATION MATERIALS A. EXTRUDED POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE IV, EXTRUDED POLYSTYRENE BOARD WITH EITHER NATURAL SKIN OR CUT CELL SURFACES, WITH THE FOLLOWING CHARACTERISTICS: 1. BOARD SIZE: 24 X 96 INCH (1220 X 2440 MM). 2. BOARDTHICKNESS: THICKNESSIN INCHES(MM)AS INDICATED ON DRAWINGS.. 3. BOARD EDGES: SQUARE. 4. COMPRESSIVE RESISTANCE: 15 PSI (173 KPA). 5. BOARD DENSITY: 1.3 LB/CU FT (21 KG/CU M). 6. MANUFACTURERS: a. DOW CHEMICAL CO: WWW.DOW.COM, STYROFOAM Z -MATE. b. OWENS CORNING CORP: WWW.OWEN SCORN ING.COM. C. PACTIV BUILDING PRODUCTS: WWW.PACTIVBUILDINGPRODUCTS.COM. 7. SUBSTITUTIONS: SEE SECTION 016000 -PRODUCT REQUIREMENTS. 2.02 BATT INSULATION MATERIALS A. BATT INSULATION: ASTM C665, PREFORMED GLASS FIBER BATT FOR THERMAL AND SOUND ATTENUATION APPLICATIONS, FRICTION FIT, CONFORMINGTO THE FOLLOWING: 1. THICKNESS: ASINDICATED. 2. MANUFACTURERS: a. CERTAINTEED CORPORATION: WWW.CERTAINTEED.COM. b. JOHNS MANVILLE CORPORATION: WWW.JM.COM. C. OWENS CORNING CORP: WWW.OWEN SCORN ING.COM. 3. SUBSTITUTIONS: SEE SECTION 016000 -PRODUCT REQUIREMENTS. 2.03 SOUND ATTENUATION BATTS A. TYPE: UNFACED GLASS FIBER ACOUSTICAL INSULATION COMPLYING WITH ASTM C665, TYPE 1. B. SIZE: THICKNESS WIDTH LENGTH 3!4" 89MM 16" 406MM 24" 609MM 96" 2438MM 2!4" 64MM 16" 406MM 24" 609MM 96" 2438MM C. SIZE: SURFACE BURNING CHARACTERISTICS: 1. MAXIMUM FLAME SPREAD. 10 2. MAXIMUM SMOKE DEVELOPED: 10 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. D. COMBUSTION CHARACTERISTICS: PASSES ASTM E 136. E. FIRE RESISTANCE RATINGS: PASSES ASTM E 119 AS PART OF A COMPLETE FIRE TESTED WALL ASSEMBLY. F. SOUND TRANSMISSION CLASS: STC50 G. DIMENSIONAL STABILITY: LINEAR SHRINKAGE LESS THAN 0.1% H. MANUFACTURERS: a. DOW CHEMICAL CO: WWW.DOW.COM, STYROFOAM Z -MATE. b. OWENS CORNING CORP: WWW.OWEN SCORN ING.COM. C. PACTIV BUILDING PRODUCTS: WWW.PACTIVBUILDINGPRODUCTS.COM. PART EXECUTION 3.01 EXAMINATION A. VERIFY THAT SUBSTRATE, ADJACENT MATERIALS, AND INSULATION MATERIALS ARE DRYAN D THAT SUBSTRATES ARE READYTO RECEIVE INSULATION. B. VERIFY SUBSTRATE SURFACES ARE FLAT, FREE OF IRREGULARITIES. 3.02 BOARD INSTALLATION AT EXTERIOR WALLS A. APPLY ADHESIVE TO BACK OF BOARDS: B. INSTALL BOARDS VERTICALLY ON WALLS. END OF SECTION PART1 GENERAL 1.01 ROOF IS EXISTING. ALL WORK SHALL BE IN CONFORMANCE WITH THE LANDLORD ROOF SYSTEM MANUFACTU RER'S SPECIFICATIONS REQUIRED TO MAINTAIN WARRANTY. 1.02 ALL ROOF WORK TO BE PERFORMED BY LANDLORD ROOFING CONTRACTOR. PART PRODUCTS 2.01 PROVIDE ALL INSULATION, ROOF MEMBRANE, FLASHING, ADHEASIVES AND FASTENERS REQUIRED TO PROVIDE A COMPLETE INSTALLATION. 2.2. PROVIDE BUILT-UP CRICKETS AND SADDLES TO PROVIDE POSITIVE DRAINAGE AROUND ROOF MOUNTED EQUIPMENT. PART 3 EXECUTION 3.01 PROTECT EXISTING ROOF SYSTEM FROM DAMAGE DURING CONSTRUCTION 3.02 INSTALL WORK IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND DETAILS. 3.03 INSTALL INSULATION IN FULL THICKNESS AT ALL ROOF OPENINGS. END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. SEALANTS AND JOINT BACKING. B. PRECOM PRESSED FOAM SEALERS. 1.02 REFERENCES A. ASTM C 920 - STANDARD SPECIFICATION FOR ELASTOMERIC JOINT SEALANTS, 2002. B. ASTM C 1193 - STANDARD GUIDE FOR USE OF JOINT SEALANTS, 2000. C. ASTM D 1056- STANDARD SPECIFICATION FOR FLEXIBLE CELLULAR MATERIALS -SPONGE OR EXPANDED RUBBER, 2000. D. ASTM D 1667- STANDARD SPECIFICATION FOR FLEXIBLE CELLULAR MATERIALS -VINYL CHLORIDE POLYMERS AND COPOLYMERS (CLOSED -CELL FOAM), 1997. E. ASTM D 2628 -STANDARD SPECIFICATION FOR PREFORMED POLYCHLOROPRENE ELASTOMERIC JOINT SEALS FOR CONCRETE PAVEMENTS, 1991 (REAPPROVED 1998). 1.03 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. PRODUCTDATA: PROVIDE DATA INDICATING SEALANT CHEMICAL CHARACTERISTICS. C. MANUFACTURERS COLOR SELECTION CHART FOR COLOR VERIFICATION AT EXPOSED TO VIEW SEALANTS. 1.04 QUALITY ASSURANCE A. MAINTAIN ONE COPY OF EACH REFERENCED DOCUMENT COVERING INSTALLATION REQUIREMENTS ON SITE. B. APPLICATOR QUALIFICATIONS: COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM 3 YEARS EXPERIENCE. 1.05 ENVIRONMENTAL REQUIREMENTS A. MAINTAIN TEMPERATURE AND HUMIDITY RECOMMENDED BYTHE SEALANT MANUFACTURER DURING AND AFTER INSTALLATION. 1.06 WARRANTY A. SEE SECTION 017700 -CLOSEOUT SUBMITTALS, FOR ADDITIONAL WARRANTY REQUIREMENTS. B. CORRECT DEFECTIVE WORK WITHIN A FIVE YEAR PERIOD AFTER DATE OF SUBSTANTIAL COMPLETION. C. WARRANTY: INCLUDE COVERAGE FOR INSTALLED SEALANTS AND ACCESSORIES WHICH FAIL TO ACHIEVE AIRTIGHT SEAL D. GENERAL WARANTY: SPECIAL WARRANTIES SPECIFIED IN THIS ARTICLE SAHLL NOT DEPRIEVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITON TOAND RUM CONCURRENT WITH THE OTHER WARRANTIES MADE BYTHE CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. E. SPECIAL INSTALLERS WARRANTY: WRITTEN WARRANTY SIRNED BY THE INSTALLER AGEEING TO REPAIR OR REPLACE ELATOMERIC JOINT SEALANTS THAT DO NOT COMPLY WITHTH E PERFORMANCE AND OTHER REQUIREMENTS OF THIS SECTION WITHIN A WARRANTY PERIOD OF TWO YEARS FOR THE DATE OF SUBSTANTIAL COMPLETION. F. SPECIAL MANUFACTURERS WARRANTY: WRITTEN WARRANTY SIGNED BYTHE MANUFACTURER AGEEING TO REPAIR OR REPLACE ELATOMERIC JOINT SEALANTS THAT DO NOT COMPLY WITHTHE PERFORMANCE AND OTHER REQUIREMENTS OF THIS SECTION WITHIN A WARRANTY PERIOD OF FIVE YEARS FOR THE DATE OF SUBSTANTIAL COMPLETION. G. SPECIAL WARRANTIES SPECIFIED IN THIS THIS SECTION EXCLUDE DETERIORATION OR FAILURE OF ELASTOMERIC SEALANT FROM THE FOLLOWING: 1. MOVEMENT OF THE STRUCTURE FROM STRESSES ON THE SEALANT THAT EXCEED THE SEALANT MANUFACTURERS WRITTEN SPECIFICATIONS FOR SEALANT ELONGATION AND COMPRESSION CAUSED BY STRUCTU RAL SETTLEMENT OR ERRORS ATTRIBUTABLE TO DESIGN AND CONSTRUCTION. 2. DISINTEGRATION OF JOINT SUBSTRATES FROM NATURAL CAUSES EXCEEDING DESIGN SPECIFICATIONS. 3. MECHANICAL DAMAGE CAUSED BY INDIVIDUALS, TOOLS, OR OTHER OUTSIDE AGENTS. 4. CHANGES IN THE SEALANT APPEARANCE CAUSED BYTHE ACCUMULATION OF DIRT OR OTHER ATMOSPHERIC CONTAMINANTS. PART PRODUCTS 2.01 EXTERIOR SEALANTS A. PROVIDE ONE OR TWO COMPONENT ALIPHATIC URETHANE MER WHITE OR CUSTOM COLOR IS REQUIRED AND FOR VINYL TO VINYL WITH PRIMER MASONRYTO MASONRY INCLUDING CONTROL JOINTS ALUMINUM TO MASONRYWITH PRIMER ON ALUMINUM AND FOR EIFS APPLICATIONS. 1. USE ONE PRODUCT FOR THE ENTIRE JOB. 2. PRODUCTS: WHEN WHITE COLOR IS REQUIRED. a. WHEN WHITE COLOR IS REQUIRED. ULTRA BYSONNEBORN 3. PROVIDE ONE OF THE FOLLOWING WHEN NON WHITE COLOR IS SELECTED. a. SONOLASTIC NP 2 BYSONNEBORN b. DYNATROL II BY PECORA C. CHE-CALK 500 BY BOSTIC d. DYMERIC511 BYTREMCO B. PROVIDE ONE PART POLYETHER, MODIFIED SILICONE, SIL -TERMINATED NON -SAG ELASTOMERIC SEALANT FOR METAL TO METAL, METAL TO GLASS, GLASS TO GLASS, FERROUS METAL TO VINYL, VINYL TO VINYL. 1. PRODUCTS: a. SONOLASTIC150BYSONNEBORN b. DOW CORNING 790 BY DOW CORNING C. SILPUR SEALANT BYGE SILICONES C. PROVIDE TWO PART POLYURETHANE SELF LEVLEING SEALANT FOR EXTERIOR AND INTERIOR EXPANSION AND CONTROL JOINTS IN HORIZONTAL WEARING SURFACES. 1. PRODUCTS a. SONOLASTIC SL 2 BY SONNEBORN b. DYNATRED BY PECORA C. CHEM CALK 550 BY BOSTIK D. PROVIDE ONE COMPONENT HIGH PERFORMANCE POLYURETHANE SEALANT FOR INTERIOR SEALANT IN CONTACT WITH EXTERIOR ALUMINUM STOREFRONT, DOORS AND FRAMES. 1. PRODUCTS a. SONOLASTIC NPI BYSONNEBORN b. DYNATROL1 BY PECORA C. CHEM -CALK 2639 BY BOSTIK PART 3 EXECUTION 3.01 EXAMINATION A. VERIFYTHAT SUBSTRATE SURFACES ARE READYTO RECEIVE WORK. B. VERIFYTHAT JOINT BACKING AND RELEASE TAPES ARE COMPATIBLE WITH SEALANT. 3.02 PREPARATION B. CAREFULLY SCRIBE WORK ABUTTING OTHER COMPONENTS, WITH MAXIMUM GAPS OF 1/32 INCH (1 MM). DO NOT USE ADDITIONAL B. OVERLAYTRIM TO CONCEAL LARGER GAPS. C. INSTALL COMPONENTS, FIXTURES AND TRIM WITH FASTENERS AND C. ADHESIVES AS INDICATED ON FABRICATORS SHOP DRAWINGS. PROVIDE MECHANICAL FASTENERS FOR THE INSTALLATION OF ALL D. COMPONENTS, INCLUDING INSTALLATIONS USING ADHESIVES. D. INSTALL HARDWARE. 3.03 PREPARATION FOR SITE FINISHING A. SET EXPOSED FASTENERS. APPLY WOOD FILLER IN EXPOSED FASTENER INDENTATIONS. SAND WORK SMOOTH. B. SITEFINISHING: REFER TO SECTION 099100. C. BEFORE INSTALLATION, PRIME PAINT SURFACES OF ITEMS OR C. ASSEMBLIES TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS. 3.04 ERECTION TOLERANCES WIDTH -TO -DEPTH RATIO, NECK DIMENSION, AND SURFACE BOND A. MAXIMUM VARIATION FROM TRUE POSITION: 1/16 INCH (1.5 MM). AREA AS RECOMMENDED BY MANUFACTURER. B. MAXIMUM OFFSET FROM TRUE ALIGNMENT WITH ABUTTING INSTALL BOND BREAKER WHERE JOINT BACKING IS NOT USED. E. MATERIALS: 1/32 INCH (0.7 MM). 3.05 SCHEDULE MATTER, RIDGES, AND SAGS. A. INSTALLATION SCHEDULE IS INDICATED ON DRAWINGS. END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. BOARD INSULATION AT EXTERIOR WALL BEHIND INTERIOR GYPSUM BOARD WALL FINISH. B. BATT INSULATION AND VAPOR RETARDER IN EXTERIOR WALL CONSTRUCTION AND INTERIOR WALLS. C. BATT INSULATION FOR FILLING CREVICES IN EXTERIOR WALL AND ROOF. D. SOUND INSULATION FOR DEMISING WALLS AT PUBLIC PET WASH OR GROOMINGAREAS. 1.02 REFERENCES A. ASTM C 578 -STANDARD SPECIFICATION FOR RIGID, CELLULAR POLYSTYRENE THERMAL INSULATION, 2001. B. ASTM C 665 -STANDARD SPECIFICATION FOR MINERAL -FIBER BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION AND MANUFACTURED HOUSING 2001. 1.03 ENVIRONMENTAL REQUIREMENTS A. DO NOT INSTALL INSULATION ADHESIVES WHEN TEMPERATURE OR WEATHER CONDITIONS ARE DETRIMENTAL TO SUCCESSFUL INSTALLATION. PART2 PRODUCTS 2.01 BOARD INSULATION MATERIALS A. EXTRUDED POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE IV, EXTRUDED POLYSTYRENE BOARD WITH EITHER NATURAL SKIN OR CUT CELL SURFACES, WITH THE FOLLOWING CHARACTERISTICS: 1. BOARD SIZE: 24 X 96 INCH (1220 X 2440 MM). 2. BOARDTHICKNESS: THICKNESSIN INCHES(MM)AS INDICATED ON DRAWINGS.. 3. BOARD EDGES: SQUARE. 4. COMPRESSIVE RESISTANCE: 15 PSI (173 KPA). 5. BOARD DENSITY: 1.3 LB/CU FT (21 KG/CU M). 6. MANUFACTURERS: a. DOW CHEMICAL CO: WWW.DOW.COM, STYROFOAM Z -MATE. b. OWENS CORNING CORP: WWW.OWEN SCORN ING.COM. C. PACTIV BUILDING PRODUCTS: WWW.PACTIVBUILDINGPRODUCTS.COM. 7. SUBSTITUTIONS: SEE SECTION 016000 -PRODUCT REQUIREMENTS. 2.02 BATT INSULATION MATERIALS A. BATT INSULATION: ASTM C665, PREFORMED GLASS FIBER BATT FOR THERMAL AND SOUND ATTENUATION APPLICATIONS, FRICTION FIT, CONFORMINGTO THE FOLLOWING: 1. THICKNESS: ASINDICATED. 2. MANUFACTURERS: a. CERTAINTEED CORPORATION: WWW.CERTAINTEED.COM. b. JOHNS MANVILLE CORPORATION: WWW.JM.COM. C. OWENS CORNING CORP: WWW.OWEN SCORN ING.COM. 3. SUBSTITUTIONS: SEE SECTION 016000 -PRODUCT REQUIREMENTS. 2.03 SOUND ATTENUATION BATTS A. TYPE: UNFACED GLASS FIBER ACOUSTICAL INSULATION COMPLYING WITH ASTM C665, TYPE 1. B. SIZE: THICKNESS WIDTH LENGTH 3!4" 89MM 16" 406MM 24" 609MM 96" 2438MM 2!4" 64MM 16" 406MM 24" 609MM 96" 2438MM C. SIZE: SURFACE BURNING CHARACTERISTICS: 1. MAXIMUM FLAME SPREAD. 10 2. MAXIMUM SMOKE DEVELOPED: 10 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. D. COMBUSTION CHARACTERISTICS: PASSES ASTM E 136. E. FIRE RESISTANCE RATINGS: PASSES ASTM E 119 AS PART OF A COMPLETE FIRE TESTED WALL ASSEMBLY. F. SOUND TRANSMISSION CLASS: STC50 G. DIMENSIONAL STABILITY: LINEAR SHRINKAGE LESS THAN 0.1% H. MANUFACTURERS: a. DOW CHEMICAL CO: WWW.DOW.COM, STYROFOAM Z -MATE. b. OWENS CORNING CORP: WWW.OWEN SCORN ING.COM. C. PACTIV BUILDING PRODUCTS: WWW.PACTIVBUILDINGPRODUCTS.COM. PART EXECUTION 3.01 EXAMINATION A. VERIFY THAT SUBSTRATE, ADJACENT MATERIALS, AND INSULATION MATERIALS ARE DRYAN D THAT SUBSTRATES ARE READYTO RECEIVE INSULATION. B. VERIFY SUBSTRATE SURFACES ARE FLAT, FREE OF IRREGULARITIES. 3.02 BOARD INSTALLATION AT EXTERIOR WALLS A. APPLY ADHESIVE TO BACK OF BOARDS: B. INSTALL BOARDS VERTICALLY ON WALLS. END OF SECTION PART1 GENERAL 1.01 ROOF IS EXISTING. ALL WORK SHALL BE IN CONFORMANCE WITH THE LANDLORD ROOF SYSTEM MANUFACTU RER'S SPECIFICATIONS REQUIRED TO MAINTAIN WARRANTY. 1.02 ALL ROOF WORK TO BE PERFORMED BY LANDLORD ROOFING CONTRACTOR. PART PRODUCTS 2.01 PROVIDE ALL INSULATION, ROOF MEMBRANE, FLASHING, ADHEASIVES AND FASTENERS REQUIRED TO PROVIDE A COMPLETE INSTALLATION. 2.2. PROVIDE BUILT-UP CRICKETS AND SADDLES TO PROVIDE POSITIVE DRAINAGE AROUND ROOF MOUNTED EQUIPMENT. PART 3 EXECUTION 3.01 PROTECT EXISTING ROOF SYSTEM FROM DAMAGE DURING CONSTRUCTION 3.02 INSTALL WORK IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND DETAILS. 3.03 INSTALL INSULATION IN FULL THICKNESS AT ALL ROOF OPENINGS. END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. SEALANTS AND JOINT BACKING. B. PRECOM PRESSED FOAM SEALERS. 1.02 REFERENCES A. ASTM C 920 - STANDARD SPECIFICATION FOR ELASTOMERIC JOINT SEALANTS, 2002. B. ASTM C 1193 - STANDARD GUIDE FOR USE OF JOINT SEALANTS, 2000. C. ASTM D 1056- STANDARD SPECIFICATION FOR FLEXIBLE CELLULAR MATERIALS -SPONGE OR EXPANDED RUBBER, 2000. D. ASTM D 1667- STANDARD SPECIFICATION FOR FLEXIBLE CELLULAR MATERIALS -VINYL CHLORIDE POLYMERS AND COPOLYMERS (CLOSED -CELL FOAM), 1997. E. ASTM D 2628 -STANDARD SPECIFICATION FOR PREFORMED POLYCHLOROPRENE ELASTOMERIC JOINT SEALS FOR CONCRETE PAVEMENTS, 1991 (REAPPROVED 1998). 1.03 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS, FOR SUBMITTAL PROCEDURES. B. PRODUCTDATA: PROVIDE DATA INDICATING SEALANT CHEMICAL CHARACTERISTICS. C. MANUFACTURERS COLOR SELECTION CHART FOR COLOR VERIFICATION AT EXPOSED TO VIEW SEALANTS. 1.04 QUALITY ASSURANCE A. MAINTAIN ONE COPY OF EACH REFERENCED DOCUMENT COVERING INSTALLATION REQUIREMENTS ON SITE. B. APPLICATOR QUALIFICATIONS: COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM 3 YEARS EXPERIENCE. 1.05 ENVIRONMENTAL REQUIREMENTS A. MAINTAIN TEMPERATURE AND HUMIDITY RECOMMENDED BYTHE SEALANT MANUFACTURER DURING AND AFTER INSTALLATION. 1.06 WARRANTY A. SEE SECTION 017700 -CLOSEOUT SUBMITTALS, FOR ADDITIONAL WARRANTY REQUIREMENTS. B. CORRECT DEFECTIVE WORK WITHIN A FIVE YEAR PERIOD AFTER DATE OF SUBSTANTIAL COMPLETION. C. WARRANTY: INCLUDE COVERAGE FOR INSTALLED SEALANTS AND ACCESSORIES WHICH FAIL TO ACHIEVE AIRTIGHT SEAL D. GENERAL WARANTY: SPECIAL WARRANTIES SPECIFIED IN THIS ARTICLE SAHLL NOT DEPRIEVE THE OWNER OF OTHER RIGHTS THE OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AND SHALL BE IN ADDITON TOAND RUM CONCURRENT WITH THE OTHER WARRANTIES MADE BYTHE CONTRACTOR UNDER REQUIREMENTS OF THE CONTRACT DOCUMENTS. E. SPECIAL INSTALLERS WARRANTY: WRITTEN WARRANTY SIRNED BY THE INSTALLER AGEEING TO REPAIR OR REPLACE ELATOMERIC JOINT SEALANTS THAT DO NOT COMPLY WITHTH E PERFORMANCE AND OTHER REQUIREMENTS OF THIS SECTION WITHIN A WARRANTY PERIOD OF TWO YEARS FOR THE DATE OF SUBSTANTIAL COMPLETION. F. SPECIAL MANUFACTURERS WARRANTY: WRITTEN WARRANTY SIGNED BYTHE MANUFACTURER AGEEING TO REPAIR OR REPLACE ELATOMERIC JOINT SEALANTS THAT DO NOT COMPLY WITHTHE PERFORMANCE AND OTHER REQUIREMENTS OF THIS SECTION WITHIN A WARRANTY PERIOD OF FIVE YEARS FOR THE DATE OF SUBSTANTIAL COMPLETION. G. SPECIAL WARRANTIES SPECIFIED IN THIS THIS SECTION EXCLUDE DETERIORATION OR FAILURE OF ELASTOMERIC SEALANT FROM THE FOLLOWING: 1. MOVEMENT OF THE STRUCTURE FROM STRESSES ON THE SEALANT THAT EXCEED THE SEALANT MANUFACTURERS WRITTEN SPECIFICATIONS FOR SEALANT ELONGATION AND COMPRESSION CAUSED BY STRUCTU RAL SETTLEMENT OR ERRORS ATTRIBUTABLE TO DESIGN AND CONSTRUCTION. 2. DISINTEGRATION OF JOINT SUBSTRATES FROM NATURAL CAUSES EXCEEDING DESIGN SPECIFICATIONS. 3. MECHANICAL DAMAGE CAUSED BY INDIVIDUALS, TOOLS, OR OTHER OUTSIDE AGENTS. 4. CHANGES IN THE SEALANT APPEARANCE CAUSED BYTHE ACCUMULATION OF DIRT OR OTHER ATMOSPHERIC CONTAMINANTS. PART PRODUCTS 2.01 EXTERIOR SEALANTS A. PROVIDE ONE OR TWO COMPONENT ALIPHATIC URETHANE MER WHITE OR CUSTOM COLOR IS REQUIRED AND FOR VINYL TO VINYL WITH PRIMER MASONRYTO MASONRY INCLUDING CONTROL JOINTS ALUMINUM TO MASONRYWITH PRIMER ON ALUMINUM AND FOR EIFS APPLICATIONS. 1. USE ONE PRODUCT FOR THE ENTIRE JOB. 2. PRODUCTS: WHEN WHITE COLOR IS REQUIRED. a. WHEN WHITE COLOR IS REQUIRED. ULTRA BYSONNEBORN 3. PROVIDE ONE OF THE FOLLOWING WHEN NON WHITE COLOR IS SELECTED. a. SONOLASTIC NP 2 BYSONNEBORN b. DYNATROL II BY PECORA C. CHE-CALK 500 BY BOSTIC d. DYMERIC511 BYTREMCO B. PROVIDE ONE PART POLYETHER, MODIFIED SILICONE, SIL -TERMINATED NON -SAG ELASTOMERIC SEALANT FOR METAL TO METAL, METAL TO GLASS, GLASS TO GLASS, FERROUS METAL TO VINYL, VINYL TO VINYL. 1. PRODUCTS: a. SONOLASTIC150BYSONNEBORN b. DOW CORNING 790 BY DOW CORNING C. SILPUR SEALANT BYGE SILICONES C. PROVIDE TWO PART POLYURETHANE SELF LEVLEING SEALANT FOR EXTERIOR AND INTERIOR EXPANSION AND CONTROL JOINTS IN HORIZONTAL WEARING SURFACES. 1. PRODUCTS a. SONOLASTIC SL 2 BY SONNEBORN b. DYNATRED BY PECORA C. CHEM CALK 550 BY BOSTIK D. PROVIDE ONE COMPONENT HIGH PERFORMANCE POLYURETHANE SEALANT FOR INTERIOR SEALANT IN CONTACT WITH EXTERIOR ALUMINUM STOREFRONT, DOORS AND FRAMES. 1. PRODUCTS a. SONOLASTIC NPI BYSONNEBORN b. DYNATROL1 BY PECORA C. CHEM -CALK 2639 BY BOSTIK PART 3 EXECUTION 3.01 EXAMINATION A. VERIFYTHAT SUBSTRATE SURFACES ARE READYTO RECEIVE WORK. B. VERIFYTHAT JOINT BACKING AND RELEASE TAPES ARE COMPATIBLE WITH SEALANT. 3.02 PREPARATION David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl`N heat R W. i mg SEAL D�g`oc SEAL • i� 1 • 'I� Lu U Q J a 0 "' >Lu _j O m 00 �=O Q U LLI >O LLI v O c/) 0 E2 0 Q of < LU< O = o = rn cn > c� > DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I U) Z O Q U LL U W U) U) � u)w z Q z 0 A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. PERFORM PREPARATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ASTM C 1193. D. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGUREMENT. 3.03 INSTALLATION A. PERFORM WORK IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS FOR PREPARATION OF SURFACES AND MATERIAL INSTALLATION INSTRUCTIONS. B. PERFORM INSTALLATION IN ACCORDANCE WITH ASTM C 1193. C. MEASURE JOINT DIMENSIONS AND SIZE JOINT BACKERS TO ACHIEVE WIDTH -TO -DEPTH RATIO, NECK DIMENSION, AND SURFACE BOND AREA AS RECOMMENDED BY MANUFACTURER. D. INSTALL BOND BREAKER WHERE JOINT BACKING IS NOT USED. E. INSTALL SEALANT FREE OF AIR POCKETS, FOREIGN EMBEDDED MATTER, RIDGES, AND SAGS. F. APPLY SEALANT WITH IN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. G. TOOL JOINTS CONCAVE. 3.04 CLEANING A. CLEAN ADJACENT SOILED SURFACES. 3.05 PROTECTION OF FINISHED WORK A. PROTECT SEALANTS UNTIL CURED. END OF SECTION David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl`N heat R W. i mg SEAL D�g`oc SEAL • i� 1 • 'I� Lu U Q J a 0 "' >Lu _j O m 00 �=O Q U LLI >O LLI v O c/) 0 E2 0 Q of < LU< O = o = rn cn > c� > DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I U) Z O Q U LL U W U) U) � u)w z Q z 0 PART1 GENERAL 1.01 SECTION INCLUDES A. NON -FIRE -RATED STEEL DOORSAND FRAMES. B. STEEL FRAMES FOR WOOD DOORS. C. THERMALLY INSULATED STEEL DOORS. D. ACCESSORIES, INCLUDING GLAZING, LOUVERS,AND MATCHING INTERIOR DOOR FRAMES, FIRE -RATED: DRYWALL SLIP-ON TYPE OR PANELS. 1.02 REFERENCES A. ANSI/ICC A117.1 -AMERICAN NATIONAL STANDARD FOR ACCESSIBLE D. AND USABLE BUILDINGS AND FACILITIES, INTERNATIONAL CODE COUNCIL, 1998. B. ANSIA250.8-SDI-100 RECOMMENDED SPECIFICATIONS FOR 2.05 METAL STANDARD STEEL DOORSAND FRAMES, 1998. C. ANSI A250.10 -TEST PROCEDURE AND ACCEPTANCE CRITERIA FOR PRIME PAINTED STEEL SURFACES FOR STEEL DOORSAND FRAMES, 1998. D. ASTM A 653/A 653M - STANDARD SPECIFICATION FOR STEEL SHEET, ZINC -COATED (GALVANIZED) OR ZINC -IRON ALLOY -COATED (GALVANNEALED) BYTHE HOT -DIP PROCESS, 2002A E. ASTM C 236- STANDARD TEST METHOD FOR STEADY-STATE LOUVERS: ROLL FORMED STEEL WITH OVERLAPPING FRAME, THERMAL PERFORMANCE OF BUILDING ASSEMBLIES BYMEANS OFA FACTORY -PAINTED FINISH, COLOR AS SELECTED, GUARDED HOT BOX, 1989 (REAPPROVED 1993). F. ASTMC 1363- STANDARD TEST METHOD FOR THERMAL 1. IN FIRE -RATED DOORS: UL -LISTED FUSIBLE LINK LOUVER, PERFORMANCE OF BUILDING ASSEMBLIES BY MEANS OF A HOT BOX SAME RATING AS DOOR. APPARATUS, 1997. G. DHI A115 SERIES- SPECIFICATIONS FOR STEEL DOORS AND FRAME 4 -INCH SLUMP FOR HAND TROWELING, THINNER PUMPABLE GROUT PREPARATION FOR HARDWARE, DOOR AND HARDWARE INSTITUTE, IS PROHIBITED. CURRENT EDITION (ANSI/DHI A115 SERIES). H. NAAMM HMMA 840- INSTALLATION AND STORAGE OF HOLLOW METAL STRIKE SIDE OF SINGLE DOOR, 3 ON CENTER MULLION OF PAIRS, DOORS AND FRAMES, THE NATIONAL ASSOCIATION OF AND 2 O HEAD OF PAIRS WITHOUT CENTER MULLIONS. ARCHITECTURAL METAL MANUFACTURERS, 1999. I. NAAMM HMMA 860 -GUIDE SPECIFICATIONS FOR HOLLOW METAL SHOP -ASSEMBLED FRAMES. DOORSAND FRAMES, THE NATIONAL ASSOCIATION OF MATERIALS ARCHITECTURAL METAL MANUFACTURERS, 1992. J. NFPA 80 -STANDARD FOR FIRE DOORS AND FIRE WINDOWS, MANUFACTURER'S STANDARD. NATIONAL FIRE PROTECTION ASSOCIATION, 1999. K. NFPA 252 - STANDARD METHODS OF FIRE TESTS OF DOOR WATER-RESISTANT, RESILIENT COATING. ASSEMBLIES, NATIONAL FIRE PROTECTION ASSOCIATION, 1999. L. UL (BMD)- BUILDING MATERIALS DIRECTORY, UNDERWRITERS VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. LABORATORIES INC., CURRENT EDITION. 1.03 QUALITY ASSURANCE A. MAINTAIN AT THE PROJECT SITE A COPY OF ALL REFERENCE COAT INSIDE OF FRAMES TO BE INSTALLED IN MASONRY OR TO BE STANDARDS DEALING WITH INSTALLATION. 1.04 DELIVERY, STORAGE, AND PROTECTION A. STORE IN ACCORDANCE WITH NAAMM HMMA 840. B. PROTECT WITH RESILIENT PACKAGING, AVOID HUMIDITY BU ILD -UP UNDER COVERINGS, PREVENT CORROSION. PART PRODUCTS 2.01 MANUFACTURERS A. STEEL DOORS AND FRAMES: COORDINATE FRAME ANCHOR PLACEMENT WITH WALL 1. STEELCRAFT, PRODUCT BF16: WWW.STEELCRAFT.COM. CONSTRUCTION. 2. CECO DOOR PRODUCTS: WVVW.CECODOOR.COM. GROUT FRAMES IN MASONRY CONSTRUCTION, USING HAND TROWEL 3. REPUBLIC BUILDERS PRODUCTS: METHODS, BRACE FRAMES SO THAT PRESSURE OF GROUT BEFORE WWW.REPUBLICDOOR.COM. SETTING WILL NOT DEFORM FRAMES. SET FOAM SPACERS BLOCK AT 4. SUBSTITUTIONS: SEE SECTION 016000 -PRODUCT SILENCER HOLES. REQUIREMENTS. 2.02 DOORS AND FRAMES A. REQUIREMENTS FOR ALL DOORS AND FRAMES: TOLERANCES 1. ACCESSIBILITY: COMPLY WITH ANSI/ICC A117.1. CLEARANCES BETWEEN DOOR AND FRAME: AS SPECIFIED IN ANSI 2. DOOR TOP CLOSURES: EXTERIOR DOORS SHALL BE FLUSH A250.8. WITH TOP OF FACES AND EDGES. MAXIMUM DIAGONAL DISTORTION: 1/161N (1.5 MM) MEASURED WITH 3. DOOR EDGE PROFILE: BEVELED ON BOTH EDGES. STRAIGHT EDGE, CORNER TO CORNER. 4. DOORTEXTURE: SMOOTHFACES. 5. HARDWARE PREPARATION: IN ACCORDANCE WITH DHI A115 ADJUST FOR SMOOTH AND BALANCED DOOR MOVEMENT. SERIES, WITH REINFORCEMENT WELDED IN PLACE, IN A. ADDITION TO OTHER REQUIREMENTS SPECIFIED IN DOOR END OF SECTION GRADE STANDARD. 6. GALVANIZING FOR EXTERIOR DOORS: ALL COMPONENTS HOT -DIPPED ZINC -IRON ALLOY -COATED (GALVANNEALED), MANUFACTURER'S STANDARD COATING THICKNESS. 7. FINISH: FACTORY PRIMED, FOR FIELD FINISHING. B. COMBINED REQUIREMENTS: IFA PARTICULAR DOOR AND FRAME UNIT IS IN DICATED TO COMPLYWITH MORE THAN ONE TYPE OF REQUIREMENT, COMPLYWITH ALL THE SPECIFIED REQUIREMENTS FOR EACH TYPE, FOR INSTANCE, AN EXTERIOR DOOR THAT IS ALSO INDICATED AS BEING SOUND -RATED MUST COMPLYWITH THE REQUIREMENTS SPECIFIED FOR EXTERIOR DOORS AND FOR SOUND -RATED DOORS, WHERE TVO REQUIREMENTS CONFLICT, COMPLYWITH THE MOST STRINGENT. 2.03 STEEL DOORS A. EXTERIOR DOORS: 1. GRADE: ANSI A250.8 LEVEL 3, MODEL 2, FULL FLUSH SEAMLESS. 2. CORE: POLYURETHANE. 3. TOP AND BOTTOM CLOSURES: FLUSH WITH FACES AND EDGES. 4. GALVANIZING: ALL COMPONENTS HOT -DIPPED ZINC -IRON ALLOY-COATED(GALVANNEALED) IN ACCORDANCE WITH ASTM A 653/A 653M, WITH MANUFACTURER'S STANDARD COATING THICKNESS. 5. TEXTURE: SMOOTH FACES. 6. INSULATING VALUE: U -VALUE OF ,WHEN TESTED IN ACCORDANCE WITH ASTM C 1363. 7. WEATHERSTRIPPING: SEPARATE, SEE SECTION 087100. 8. FINISH: FACTORY PRIMED, FOR FIELD FINISHING. B. INTERIOR DOORS: 1. GRADE: ANSI A250.8 LEVEL 2, MODEL I, FLUSH. 2. GRADE: NAAMM HMMA 860, PHYSICAL PERFORMANCE LEVEL A. 3. CORE: STEEL STIFFENERS. 4. THICKNESS: 1-3/4 INCHES (44 MM). 5. TEXTURE: SMOOTH FACES. 6. FINISH: FACTORY PRIMED, FOR FIELD FINISHING. C. PANELS: SAME CONSTRUCTION, PERFORMANCE, AND FINISH AS DOORS. 2.04 STEEL FRAMES A. GENERAL: 1. COMPLYWITH THE REQUIREMENTS OF GRADE SPECIFIED FOR CORRESPONDING DOOR. a. ANSI A250.8 LEVEL 2 DOORS: 16 GAGE FRAMES; LEVEL 3 DOOR 16 GA. 2. FINISH: SAME AS FOR DOOR. 3. PROVIDE MORTAR GUARD BOXES FOR HARDWARE CUT-OUTS IN FRAMES TO BE INSTALLED IN MASONRY OR TO BE GROUTED. 4. FRAMES IN MASON RYWALLS: SIZE TO SUIT MASONRY COURSING WITH HEAD MEMBER TO FILL OPENING WITHOUT CUTTING MASON RY U N ITS. B. EXTERIOR DOOR FRAMES: FACE WELDED, SEAMLESS WITH JOINTS FILLED. 6/3/2021 9:11:34 AM PART1 GENERAL 1.01 SECTION INCLUDES A. FLUSH WOOD DOORS, FLUSH CONFIGURATION, FIRE RATED AND NON -RATED. 1.02 REFERENCES A. AWI(QSI) -ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, ARCHITECTURAL WOODWORK INSTITUTE, 1997, SEVENTH EDITION, VERSION 1.0. B. WDMA NWWDA I.S.1-A-ARCHITECTURAL WOOD FLUSH DOORS, WINDOW AND DOOR MANUFACTURERS ASSOCIATION (FORMERLY N WW DA), 1997. 1.03 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS FOR SUBMITTAL PROCEDURES. B. PRODUCTDATA: INDICATE DOOR CORE MATERIALS AND CONSTRUCTION, VENEER SPECIES, TYPE AND CHARACTERISTICS. 1.04 QUALITY ASSURANCE A. MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS OF DOCUMENTED EXPERIENCE. 1.05 DELIVERY, STORAGE, AND PROTECTION A. PACKAGE, DELIVER AND STORE DOORS IN ACCORDANCE WITH SPECIFIED QUALITY STANDARD. B. ACCEPT DOORS ON SITE IN MANUFACTURER'S PACKAGING. INSPECT FOR DAMAGE. C. PROTECT DOORS WITH RESILIENT PACKAGING SEALED WITH HEAT SHRUNK PLASTIC. DO NOT STORE IN DAMP OR WETAREAS, OR IN AREAS WHERE SUNLIGHT MIGHT BLEACH VENEER. SEAL TOP AND BOTTOM EDGES WITH TINTED SEALER IF STORED MORE THAN ONE WEEK. BREAK SEAL ON SITE TO PERMIT VENTILATION. 1.06 PROJECT CONDITIONS A. COORDINATE THE WORK WITH DOOR OPENING CONSTRUCTION, DOOR FRAME AND DOOR HARDWARE INSTALLATION. 1.07 WARRANTY A. SEE SECTION 017700 -CLOSEOUT SUBMITTALS FOR ADDITIONAL WARRANTY REQUIREMENTS. B. PROVIDE WARRANTY FOR THE FOLLOWING TERM: 1. INTERIOR DOORS: TVO (2) YEARS. C. INCLUDE COVERAGE FOR DELAMINATION OF VENEER, WARPING BEYOND SPECIFIED INSTALLATION TOLERANCES, DEFECTIVE MATERIALS, AND TELEGRAPHING CORE CONSTRUCTION PART PRODUCTS 2.01 DOORSANDPANELS A. ALL DOORS: SEE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. 1. QUALITY STANDARD: WDMA I.S. 1-A, ECONOMY GRADE. 2. WOOD VENEER FACED DOORS: 5 -PLY UNLESS OTHERWISE INDICATED. B. INTERIOR DOORS: 1-3/4 INCHES (44 MM)THICK UNLESS OTHERWISE INDICATED, FLUSH CONSTRUCTION. 1. PROVIDE SOLID CORE DOORS AT ALL LOCATIONS EXCEPT PROVIDE HOLLOW CORE DOORS AT LOCATIONS INDICATED ON DRAWINGS. 2.02 DOOR AND PANEL CORES A. NON -RATED SOLID CORE AND 20 MINUTE RATED DOORS: TYPE SLC, STAVED LUMBER CORE, PLIES AND FACES AS INDICATED ABOVE. B. HOLLOW CORE DOORS: TYPE SHC-STANDARD, PLIES AND FACES AS INDICATED ABOVE. 2.03 DOOR FACINGS A. WOOD VENEER FACING FOR TRANSPARENT FINISH: NATURALBIRCH, VENEER GRADE AS SPECIFIED BY QUALITY STANDARD, QUARTER SLICED, BOOK VENEER MATCH, RUNNING ASSEMBLY MATCH, UNLESS OTHERWISE INDICATED. 1. VERTICAL EDGES: COMPATIBLE HARDWOOD. B. VENEER FACING FOR OPAQUE FINISH: MEDIUM DENSITY OVERLAID PLYWOOD. 2.04 ACCESSORIES 2.05 DOOR CONSTRUCTION A. FABRICATE DOORS IN ACCORDANCE WITH DOOR QUALITY STANDARD SPECIFIED. B. PROVIDE SOLID BLOCKS AT LOCK EDGE FOR HARDWARE REINFORCEMENT. C. FIT DOOR EDGE TRIM TO EDGE OF STILES AFTER APPLYING VENEER FACING. D. PROVIDE EDGE CLEARANCES IN ACCORDANCE WITH AWI QUALITY STANDARDS ILLUSTRATED SECTION 1700. 2.06 FACTORY FINISHING PART EXECUTION 3.01 EXAMINATION A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. B. VERIFY THAT OPENING SIZES AND TOLERANCES ARE ACCEPTABLE. C. DO NOT INSTALL DOORS IN FRAME OPENINGS THAT ARE NOT PLUMB OR ARE OUT -OF -TOLERANCE FOR SIZE OR ALIGNMENT. 3.02 INSTALLATION A. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFIED QUALITY STANDARD. B. TRIM NON -RATED DOOR WIDTH BYCUTTING EQUALLY ON BOTH JAMB EDGES. C. TRIM DOOR HEIGHT BY CUTTING BOTTOM EDGES TO A MAXIMUM OF 3/4 INCH (19 MM). D. USE MACHINE TOOLS TO CUT OR DRILL FOR HARDWARE. E. COORDINATE INSTALLATION OF DOORS WITH INSTALLATION OF FRAMES AND HARDWARE. F. COORDINATE INSTALLATION OF GLAZING. G. INSTALL DOOR LOUVERS PLUMB AND LEVEL. 3.03 INSTALLATION TOLERANCES A. CONFORM TO SPECIFIED QUALITY STANDARD FOR FIT AND CLEARANCE TOLERANCES. B. CONFORM TO SPECIFIED QUALITY STANDARD FOR MAXIMUM DIAGONAL DISTORTION. 3.04 ADJUSTING A. ADJUST DOORS FOR SMOOTH AND BALANCED DOOR MOVEMENT. B. ADJUST CLOSERS FOR FULL CLOSURE. 3.05 SCHEDULE -SEE DRAWINGS END OF SECTION David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl`N heat R W. i eG��dIng pprg`o/ SEAL I=rv-N I� w jro��lJ U Q C/"N >Lu _j O o m 00 = 0 Q of U Lu >O LLI 0 i/Lu 0 Q of < < 0 = _ �� DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I U) w z Q z 0 1. GALVANIZING: ALL COMPONENTS HOT-DIPPEDZINC-IRON ALLOY -COATED (GALVANNEALED) IN ACCORDANCE WITH ASTM A 653/A 653M, WITH MANUFACTURER'S STANDARD COATING THICKNESS. 2. WEATHERSTRIPPING: SEPARATE, SEE SECTION 087100. C. INTERIOR DOOR FRAMES, FIRE -RATED: DRYWALL SLIP-ON TYPE OR FACE WELDED AT MASONRY WALL CONSTRUCTION. 1. FIRE RATING: SAME AS DOOR, LABELED. D. FRAMES FOR INTERIOR GLAZING OR BORROWED LIGHTS: CONSTRUCTION AND FACE DIMENSIONS TO MATCH DOOR FRAMES, AND AS INDICATED ON DRAWINGS. 2.05 METAL GATE A. MANUFACTURER: iFENCE-INTEGRITY ALUMINUM PRODUCT 1. 38-1/2" WIDE x 36" HIGH ARCHED SINGLE LEAF GATE WITH EVERBILT#276-490 SELF CLOSING HINGE. 2. FLUSH BOTTOM RAIL, 5/8" VERTICAL PICKETS, 3-13/16" CLEAR BETWEEN PICKETS. 3. MATTE BLACK FINISH. 2.06 ACCESSORY MATERIALS A. LOUVERS: ROLL FORMED STEEL WITH OVERLAPPING FRAME, FACTORY -PAINTED FINISH, COLOR AS SELECTED, FACTORY -INSTALLED. 1. IN FIRE -RATED DOORS: UL -LISTED FUSIBLE LINK LOUVER, SAME RATING AS DOOR. B. GROUT FOR FRAMES: PORTLAND CEMENT GROUT OF MAXIMUM 4 -INCH SLUMP FOR HAND TROWELING, THINNER PUMPABLE GROUT IS PROHIBITED. C. SILENCERS: RESILIENT RUBBER, FITTED INTO DRILLED HOLE, 30N STRIKE SIDE OF SINGLE DOOR, 3 ON CENTER MULLION OF PAIRS, AND 2 O HEAD OF PAIRS WITHOUT CENTER MULLIONS. D. TEMPORARY FRAME SPREADERS: PROVIDE FOR ALL FACTORY -OR SHOP -ASSEMBLED FRAMES. 2.07 FINISH MATERIALS A. PRIMER: RUST -INHIBITING, COMPLYING WITH ANSI A250.10, DOOR MANUFACTURER'S STANDARD. B. BITUMINOUS COATING: ASPHALT EMULSION OR OTHER HIGH -BUILD, WATER-RESISTANT, RESILIENT COATING. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. B. VERIFYTHAT OPENING SIZES AND TOLERANCES ARE ACCEPTABLE. 3.02 PREPARATION A. COAT INSIDE OF FRAMES TO BE INSTALLED IN MASONRY OR TO BE GROUTED, WITH BITUMINOUS COATING, PRIOR TO INSTALLATION. 3.03 INSTALLATION A. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFIED DOOR GRADE STANDARD AND NAAMM HMMA840. B. IN ADDITION, INSTALL FIRE RATED UNITS IN ACCORDANCE WITH N FPA 80. C. COORDINATE FRAME ANCHOR PLACEMENT WITH WALL CONSTRUCTION. D. GROUT FRAMES IN MASONRY CONSTRUCTION, USING HAND TROWEL METHODS, BRACE FRAMES SO THAT PRESSURE OF GROUT BEFORE SETTING WILL NOT DEFORM FRAMES. SET FOAM SPACERS BLOCK AT SILENCER HOLES. E. COORDINATE INSTALLATION OF HARDWARE. F. COORDINATE INSTALLATION OF GLAZING. 3.04 ERECTION TOLERANCES A. CLEARANCES BETWEEN DOOR AND FRAME: AS SPECIFIED IN ANSI A250.8. B. MAXIMUM DIAGONAL DISTORTION: 1/161N (1.5 MM) MEASURED WITH STRAIGHT EDGE, CORNER TO CORNER. 3.05 ADJUSTING A. ADJUST FOR SMOOTH AND BALANCED DOOR MOVEMENT. 3.06 SCHEDULE A. REFER TO DOOR AND FRAME SCHEDULE ON THE DRAWINGS. END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. FLUSH WOOD DOORS, FLUSH CONFIGURATION, FIRE RATED AND NON -RATED. 1.02 REFERENCES A. AWI(QSI) -ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED, ARCHITECTURAL WOODWORK INSTITUTE, 1997, SEVENTH EDITION, VERSION 1.0. B. WDMA NWWDA I.S.1-A-ARCHITECTURAL WOOD FLUSH DOORS, WINDOW AND DOOR MANUFACTURERS ASSOCIATION (FORMERLY N WW DA), 1997. 1.03 SUBMITTALS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS FOR SUBMITTAL PROCEDURES. B. PRODUCTDATA: INDICATE DOOR CORE MATERIALS AND CONSTRUCTION, VENEER SPECIES, TYPE AND CHARACTERISTICS. 1.04 QUALITY ASSURANCE A. MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS OF DOCUMENTED EXPERIENCE. 1.05 DELIVERY, STORAGE, AND PROTECTION A. PACKAGE, DELIVER AND STORE DOORS IN ACCORDANCE WITH SPECIFIED QUALITY STANDARD. B. ACCEPT DOORS ON SITE IN MANUFACTURER'S PACKAGING. INSPECT FOR DAMAGE. C. PROTECT DOORS WITH RESILIENT PACKAGING SEALED WITH HEAT SHRUNK PLASTIC. DO NOT STORE IN DAMP OR WETAREAS, OR IN AREAS WHERE SUNLIGHT MIGHT BLEACH VENEER. SEAL TOP AND BOTTOM EDGES WITH TINTED SEALER IF STORED MORE THAN ONE WEEK. BREAK SEAL ON SITE TO PERMIT VENTILATION. 1.06 PROJECT CONDITIONS A. COORDINATE THE WORK WITH DOOR OPENING CONSTRUCTION, DOOR FRAME AND DOOR HARDWARE INSTALLATION. 1.07 WARRANTY A. SEE SECTION 017700 -CLOSEOUT SUBMITTALS FOR ADDITIONAL WARRANTY REQUIREMENTS. B. PROVIDE WARRANTY FOR THE FOLLOWING TERM: 1. INTERIOR DOORS: TVO (2) YEARS. C. INCLUDE COVERAGE FOR DELAMINATION OF VENEER, WARPING BEYOND SPECIFIED INSTALLATION TOLERANCES, DEFECTIVE MATERIALS, AND TELEGRAPHING CORE CONSTRUCTION PART PRODUCTS 2.01 DOORSANDPANELS A. ALL DOORS: SEE DRAWINGS FOR LOCATIONS AND ADDITIONAL REQUIREMENTS. 1. QUALITY STANDARD: WDMA I.S. 1-A, ECONOMY GRADE. 2. WOOD VENEER FACED DOORS: 5 -PLY UNLESS OTHERWISE INDICATED. B. INTERIOR DOORS: 1-3/4 INCHES (44 MM)THICK UNLESS OTHERWISE INDICATED, FLUSH CONSTRUCTION. 1. PROVIDE SOLID CORE DOORS AT ALL LOCATIONS EXCEPT PROVIDE HOLLOW CORE DOORS AT LOCATIONS INDICATED ON DRAWINGS. 2.02 DOOR AND PANEL CORES A. NON -RATED SOLID CORE AND 20 MINUTE RATED DOORS: TYPE SLC, STAVED LUMBER CORE, PLIES AND FACES AS INDICATED ABOVE. B. HOLLOW CORE DOORS: TYPE SHC-STANDARD, PLIES AND FACES AS INDICATED ABOVE. 2.03 DOOR FACINGS A. WOOD VENEER FACING FOR TRANSPARENT FINISH: NATURALBIRCH, VENEER GRADE AS SPECIFIED BY QUALITY STANDARD, QUARTER SLICED, BOOK VENEER MATCH, RUNNING ASSEMBLY MATCH, UNLESS OTHERWISE INDICATED. 1. VERTICAL EDGES: COMPATIBLE HARDWOOD. B. VENEER FACING FOR OPAQUE FINISH: MEDIUM DENSITY OVERLAID PLYWOOD. 2.04 ACCESSORIES 2.05 DOOR CONSTRUCTION A. FABRICATE DOORS IN ACCORDANCE WITH DOOR QUALITY STANDARD SPECIFIED. B. PROVIDE SOLID BLOCKS AT LOCK EDGE FOR HARDWARE REINFORCEMENT. C. FIT DOOR EDGE TRIM TO EDGE OF STILES AFTER APPLYING VENEER FACING. D. PROVIDE EDGE CLEARANCES IN ACCORDANCE WITH AWI QUALITY STANDARDS ILLUSTRATED SECTION 1700. 2.06 FACTORY FINISHING PART EXECUTION 3.01 EXAMINATION A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. B. VERIFY THAT OPENING SIZES AND TOLERANCES ARE ACCEPTABLE. C. DO NOT INSTALL DOORS IN FRAME OPENINGS THAT ARE NOT PLUMB OR ARE OUT -OF -TOLERANCE FOR SIZE OR ALIGNMENT. 3.02 INSTALLATION A. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFIED QUALITY STANDARD. B. TRIM NON -RATED DOOR WIDTH BYCUTTING EQUALLY ON BOTH JAMB EDGES. C. TRIM DOOR HEIGHT BY CUTTING BOTTOM EDGES TO A MAXIMUM OF 3/4 INCH (19 MM). D. USE MACHINE TOOLS TO CUT OR DRILL FOR HARDWARE. E. COORDINATE INSTALLATION OF DOORS WITH INSTALLATION OF FRAMES AND HARDWARE. F. COORDINATE INSTALLATION OF GLAZING. G. INSTALL DOOR LOUVERS PLUMB AND LEVEL. 3.03 INSTALLATION TOLERANCES A. CONFORM TO SPECIFIED QUALITY STANDARD FOR FIT AND CLEARANCE TOLERANCES. B. CONFORM TO SPECIFIED QUALITY STANDARD FOR MAXIMUM DIAGONAL DISTORTION. 3.04 ADJUSTING A. ADJUST DOORS FOR SMOOTH AND BALANCED DOOR MOVEMENT. B. ADJUST CLOSERS FOR FULL CLOSURE. 3.05 SCHEDULE -SEE DRAWINGS END OF SECTION David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl`N heat R W. i eG��dIng pprg`o/ SEAL I=rv-N I� w jro��lJ U Q C/"N >Lu _j O o m 00 = 0 Q of U Lu >O LLI 0 i/Lu 0 Q of < < 0 = _ �� DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I U) w z Q z 0 PART 1 1.01 SECTION INCLUDES A. SLIDING AUTOMATIC ENTRANCES 1.02 RELATED SECTIONS A. DIVISION 7 FOR CAULKING B. DIVISION 8 FOR DOOR HARDWARE C. DIVISION 26 FOR ELECTRICAL CONNECTIONS 1.03 REFERENCES A. UL 325- STANDARD FOR DOOR, DRAPERY, GATE,LLOUVER, AND WINDOW OPERATORS AND SYSTEMS B. ANSI/BMHAA156.10: STANDARD FOR POWER OPERATED PEDESTRIAN DOORS C. ANSI/BMHAA156.5: STANDARD FOR AUXILIARY LOCKS AND ASSOCIATED PRODUCTS D. ANSI Z97.1: STANDARDS FOR SAFETY GLAZING MATERIALS USED IN BUILDINGS -SAFETY PERFORMANCE SPECIFICATIONS AND METHODS E. CPSC 16 CFR 1201: SAFETY STANDARD FOR ARCHITECTURAL GLAZING MATERIALS F. ASTM B221 -STANDARD SPECIFICATION FOR ALUMINUM EXTRUDED BARS, RODS, WIRE, PROFILES, AND TUBES G. ASTM B209- STANDARD SPECIFICATION FOR ALUMINUM SHEETAND PLATE H. AAMA 611- VOLUNTARY SPECIFICATION FOR ANODIZED ARCHITECTURAL ALUMINUM, AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION, 1998 I. AAMA701-VOLUNTARY SPECIFICATION FOR PILE WEATHERSTRIPPING AND REPLACEABLE FENESTRATION WEATHERSEALS 1.04 SUBMITTALS A. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, HARDWARE MOUNTING HEIGHTS, AND ATTACHMENTS TO OTHER WORK. B. COLOR SAMPLES FOR SELECTION OF FCATORY-APPLIED COLOR FINISHES. C. CLOSEOUT SUBMITTALS: OWNER'S MANUAL AND WARRANTIES 1.05 WARRANTY A. AUTOMATIC ENTRANCES SHALL BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF SUBSTANTIAL COMPLETION. PART 2 PRODUCTS 2.01 AUTOMATIC ENTRANCES A. MANUFACTURER: RECORD AUTOMATIC DOOR SYSTEMS (RECORD -USA): SERIES 5100 SIZE: AS INDICATED ON DRAWINGS. BI -PART DOOR PACKAGE B. SUBSTITUTIONS: SEE DIVISION 1 FOR SUBSTITUTION PROCEDURES 2.02 MATERIALS A. ALUMINUM A.A. HEADERS, STILES, RAILS AND FRAMES: 6063-T6 A.B. EXTRUDED BARS, RODS, PROFILES AND TUBES: ASTM B 221 A.C. SHEETAND PLATE: ASTMB209 B. SEALANTS AND JOINT FILLERS: SEE DIVISION 7 SECTION JOINT SEALANTS 2.03 COMPONENTS A. FRAMING AND TENSION MEMBERS: NOMINAL SIZE 1 3/4" X4 1/2" WITH CONCEALED FASTENERS. TRANSOM SHALL BE INTEGRAL TO SLIDING DOOR FRAMING SYSTEM WITH FLUSH GLAZING. B. STILE AND RAIL DOORS AND SIDELIGHTS :13/4"THICK GLAZED DOORS WITH EXTRUDED ALUMINUM TUBULAR STILE AND RAIL MEMBERS. SNAP ON GLAZING STOPS AND GASKETS. 2" NOMINAL WIDTH NARROW STILE. MINIMUM 10" NOMINAL HEIGHT ON BOTTOM RAIL DESIGN. HORIZONTAL TUBU LAR RAIL MEMBER FOR EACH DOOR, 2" NOMINAL WIDTH C. GLAZING: 1" CLEAR IG ON EXTERIOR DOOR PACKAGE, 1/4" CLEAR TEMP ON INTERIOR DOOR PACKAGE. D. HEADERS: CONCEALED MOUNTING WITH ONE SIDE OF HEADER FLUSH WITH FRAMING. CAPABLE OF SUPPORTING UP T0220 LBS PER PANEL, UP TO PANELS, OVER SPANS OF 14 FEET WITHOUT INTERMEDIATE SUPPORTS E. CARRIER ASSEMBLIES AND OVERHEAD ROLLER TRACKS: MANUFACTURER'S STANDARD CARRIER PACKAGE F. THRESHOLDS: CONTINUOUS STANDARD TAPERED EXTRUSION DOUBLE BEVEL G. FASTENERS: STANDARD CORROSION RESISTANT, NON -STAINING, NON-BLEEDING 2.04 ELECTRICAL CONTROLS A. MICROPROCESSOR CONTROLLER AND POSITION ENCODER WITH SAFETY LOGIC AND WATCHDOG LED 2.05 ACTIVATION AND SAFETY DEVICES A. DUAL ACTIVATION STANLEY SU -100 MOTION SENSOR SHALL BE MOUNTED ON EACH SIDE OF THE DOOR HEADER B. STAN GUARD THRESHOLD SAFETY SENSORS SHALL BE PROVIDED C. PHOTO -ELECTRONIC BEAMS SHALL BE PULSED INFRARED TYPE 2.06 HARDWARE A. EMERGENCY BREAKAWAY RELEASE SHALL ALLOW BOTH PANELS TO SWING OUT 90 DEGREES B. DEADLOCKS: 2 -POINT LOCKING, KEY EXTERIOR, THUMB TU RN INTERIOR C. CONTROL SWITCH: ROTARY SWITCH MOUNTED ON THE INTERIOR JAMB 2.07 ALUMINUM FINISH A. TO MATCH EXISTING STOREFRONT FINISH PART 3 EXECUTION 3.01 INSPECTION A. EXAMINE EXISTING CONDITIONS FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES, HEADER SUPPORT AND OTHER CONDITIONS AFFECTING PERFORMANCE OF AUTOMATIC ENTRANCES. 3.02 INSTALLATION A. DO NOT INSTALL DAMAGED COMPONENTS B. INSTALL ENTRANCES PLUMB AND TRUE IN ALIGNMENT. ANCHOR SECURELY IN PLACE. C. DOOR OPERATORS: CONNECT DOOR OPERATORS TO ELECTRICAL POWER DISTRIBUTION SYSTEM D. GLAZING: PER MANUFACTURER'S INSTRUCTIONS E. SEALANTS: PER DIVISION 7 SECTION JOINT SEALANTS 3.03 FIELD QUALITY CONTROL A. TESTINGSERVICES: FACTORYTRAINED INSTALLER SHALL TEST AND INSPECT EACH DOOR FOR FULL COMPLIANCE. 3.04 ADJUSTING A. ADJUST DOOR OPERATORS, CONTROLS, AND HARDWARE FOR SMOOTH AND SAFE OPERATION. 3.05 CLEANINGAND PROTECTION A. CLEAN GLASS AND ALUMINUM SURFACES PROMPTLYAFTER INSTALLATION. END OF SECTION 6/3/2021 9:11:34 AM PART1 GENERAL 1.01 SUMMARY A. SECTION INCLUDES: 1. EXTERIOR WINDOW FRAMING. 2. EXTERIOR ALUMINUM DOORS. 1.02 SUBMITTALS A. PRODUCTDATA. B. SHOP DRAWINGS OF ALL FABRICATED COMPONENTS. 1.03 QUALITY ASSURANCE A. INSTALLER QUALIFICATIONS: MANUFACTURER'S AUTHORIZED REPRESENTATIVE WHO IS TRAINED AND APPROVED FOR INSTALLATION OF UNITS REQUIRED FOR THIS PROJECT. B. ACCESSIBLE ENTRANCES: COMPLY WITH APPLICABLE PROVISION IN THE U.S. ARCHITECTURAL &TRANSPORTATION BARRIERS COMPLIANCE BOARD'S ADA -ABA ACCESSIBILITY GUIDELINES AND ICC/ANSI A117.1. C. SOURCE LIMITATIONS FOR ALUMINUM -FRAMED SYSTEMS: OBTAIN FROM SINGLE SOURCE FROM SINGLE MANUFACTURER. 1.04 WARRANTY A. WINDOWS: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. B. GLAZING UNITS: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. C. C. ALUMINUM FINISH: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION. PART PRODUCTS 2.01 MANUFACTURERS A. BASIS -OF -DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE KAVMEER TRI -FAB 451 -TOR COMPARABLE PRODUCT BY ONE OF THE FOLLOWING: 1. TUBELITE 2. UNITED STATES ALUMINUM 3. VISTAWALL ARCHITECTURAL PRODUCTS, THE VISTAWALL GROUP, A BLUESCOPE STEEL COMPANY. 4. YKK AP AMERICA, INC. 2.02 GLAZING SYSTEMS A. GLAZING: AS SPECIFIED IN DIVISION 08 SECTION "GLAZING." B. GLAZINGGASKETS: MANUFACTURER'S STANDARD COMPRESSION TYPES, REPLACEABLE, MOLDED OR EXTRUDED, OF PROFILE AND HARDNESS REQUIRED TO MAINTAIN WATERTIGHT SEAL. C. SPACERS AND SETTING BLOCKS: MANUFACTURER'S STANDARD ELASTOMERIC TYPE. 2.03 HARDWARE A. HARDWARE COMPONENTS AND ACCESSORIES PER DRAWINGS SCHEDULE. 2.04 ACCESSORY MATERIALS A. BITUMINOUS PAINT: COLD -APPLIED, ASPHALT -MASTIC PAINT COMPLYING WITH SSPC-PAINT 12 REQUIREMENTS EXCEPT CONTAIN ING NO ASBESTOS, FORMULATED FOR 30 -MIL THICKNESS PER COAT. B. BREAKFORM ALUMINUM SILL, GAUGE AND PROFILE NOTED. MATCH WINDOW FRAME FINISH 2.05 ALUMINUM FINISHES A. ALUMINUM FINISHES SHALL MATCH FINISHES OF EXISTING FRAIMING SYSTEM TO REMAIN. PART 3 -EXECUTION 3.1 EXAMINATION A. EXAMINE OPENINGS, SUBSTRATES, STRUCTURAL SUPPORT, ANCHORAGE, AND CONDITIONS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE OF WORK. VERIFY ROUGH OPENING DIMENSIONS, LEVELNESS OF SILL PLATE AND OPERATIONAL CLEARANCES. EXAMINE WALL FLASHINGS VAPOR RETARDERS WATER AND WEATHER BARRIERS AND OTHER BUILT-IN COMPONENTS TO ENSURE A COORDINATED INSTALLATION. 1. MASONRYSURFACES: VISIBLY DRYAND FREE OF EXCESS MORTAR, SAND, AND OTHER CONSTRUCTION DEBRIS. 2. WOOD FRAME WALLS: DRY, CLEAN, SOUND, WELL NAILED, FREE OF VOIDS, AND WITHOUT OFFSETS AT JOINTS. ENSURE THAT NAIL HEADS ARE DRIVEN FLUSH WITH SURFACES IN OPENING AND WITHIN 3 INCHES (76.2 MM) OF OPENING. 3. METAL SURFACES: DRY; CLEAN; FREE OF GREASE, OIL, DIRT, RUST, CORROSION, AND WELDING SLAG; WITHOUT SHARP EDGES OR OFFSETS AT JOINTS. 4. PROCEED WITH INSTALLATION ON LY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 INSTALLATION A. COMPLYWITH DRAWINGS SHOP DRAWINGS AND MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING ALUMINUM -FRAMED ENTRANCE DOORS, HARDWARE, ACCESSORIES, AND OTHER COMPONENTS. B. INSTALL ALUMINUM -FRAMED ENTRANCE DOORS LEVEL, PLUMB, SQUARE, TRUE TO LINE, WITHOUT DISTORTION OR IMPEDING THERMAL MOVEMENT, ANCHORED SECURELY IN PLACE TO STRUCTURAL SUPPORT, AND IN PROPER RELATION TO WALL FLASHING AND OTHER ADJACENT CONSTRUCTION. C. SET SILL THRESHOLD IN BED OF SEALANT, AS INDICATED, FOR WEATHER TIGHT CONSTRUCTION. D. SEPARATE ALUMINUM AND OTHER CORRODIBLE SURFACES FROM SOURCES OF CORROSION OR ELECTROLYTIC ACTION AT POINTS OF CONTACT WITH OTHER MATERIALS. 3.3 FIELD QUALITY CONTROL A. MANUFACTURER'S FIELD SERVICES: UPON OWNER'S WRITTEN REQUEST, PROVIDE PERIODIC SITE VISIT BY MANUFACTURER'S FIELD SERVICE REPRESENTATIVE. 3.4 ADJUSTING, CLEANING, AND PROTECTION A. CLEAN ALUMINUM SURFACES IMMEDIATELYAFTER INSTALLING ALUMINUM -FRAMED ENTRANCE DOORS. AVOID DAMAGING PROTECTIVE COATINGS AND FINISHES. REMOVE EXCESS SEALANTS, GLAZING MATERIALS, DIRT, AND OTHER SUBSTANCES. B. CLEAN GLASS IMMEDIATELY AFTER INSTALLATION. COMPLY WITH GLASS MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR FINAL CLEANING AND MAINTENANCE. REMOVE NONPERMANENT LABELS, AND CLEAN SURFACES. C. REMOVE AND REPLACE GLASSTHAT HAS BEEN BROKEN, CHIPPED, CRACKED, ABRADED, OR DAMAGED DURING CONSTRUCTION PERIOD. END OF SECTION 084113 PART1 GENERAL 1.01 SECTION INCLUDES A. HARDWARE FOR HOLLOW STEEL AND WOOD DOORS. B. LOCK CYLINDERS FOR DOORS FOR WHICH HARDWARE IS SPECIFIED IN OTHER SECTIONS. C. THRESHOLDS. D. WEATHERSTRIPPING, SEALS AND DOOR GASKETS. 1.02 REFERENCES A. DHI(LOCS)- RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR STANDARD STEEL DOORS AND FRAMES, DOOR AND HARDWARE INSTITUTE, 2001. B. NFPA 101 - CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NATIONAL FIRE PROTECTION ASSOCIATION, 2000. 1.03 QUALITY ASSURANCE 1.04 DELIVERY, STORAGE, AND PROTECTION A. PACKAGE HARDWARE ITEMS INDIVIDUALLY, LABEL AND IDENTIFY EACH PACKAGE WITH DOOR OPENING CODE TO MATCH HARDWARE SCHEDULE. 1.05 COORDINATION A. COORDINATE THE WORK WITH OTHER DIRECTLYAFFECTED SECTIONS INVOLVING MANUFACTURE OR FABRICATION OF INTERNAL REINFORCEMENT FOR DOOR HARDWARE. B. FURNISH TEMPLATES FOR DOOR AND FRAME PREPARATION. C. SEQUENCE INSTALLATION TO ENSURE UTILITY CONNECTIONS ARE ACHIEVED IN AN ORDERLYAND EXPEDITIOUS MANNER. D. COORDINATE THE OWNER'S KEYING REQUIREMENTS DURING THE COURSE OF THE WORK. 1.06 WARRANTY A. SEE SECTION 017700- CLOSEOUT SUBMITTALS, FOR ADDITIONAL WARRANTY REQUIREMENTS. 1.07 MAINTENANCE PRODUCTS A. PROVIDE SPECIAL WRENCHES AND TOOLS APPLICABLE TO EACH DIFFERENT OR SPECIAL HARDWARE COMPONENT. B. PROVIDE MAINTENANCE TOOLS AND ACCESSORIES SUPPLIED BY HARDWARE COMPONENT MANUFACTURER. PART2 PRODUCTS 2.01 REFER TO DRAWINGS FOR SCHEDULES AND SPECIFICATIONS. 2.02 GENERAL REQUIREMENTS FOR DOOR HARDWARE PRODUCTS A. PROVIDE PRODUCTS THAT COMPLY WITH THE FOLLOWING: 1. APPLICABLE PROVISIONS OF FEDERAL, STATE, AND LOCAL CODES. 2. APPLICABLE PROVISIONS OF NFPA 101, LIFE SAFETY CODE. B. FINISHES: IDENTIFIED IN SCHEDULE. PART EXECUTION 3.01 EXAMINATION A. VERIFY THAT DOORS AND FRAMES ARE READYTO RECEIVE WORK AND DIMENSIONS AREAS INSTRUCTED BYTHE MANUFACTURER. 3.02 INSTALLATION A. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPLICABLE CODES. B. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. C. MOUNTING HEIGHTS FOR HARDWARE FROM FINISHED FLOOR TO CENTER LINE OF HARDWARE ITEM: 1. FOR STEEL DOORS AND FRAMES: COMPLY WITH DHI "RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR STEEL DOORS AND FRAMES." 3.03 ADJUSTING A. ADJUST WORK UNDER PROVISIONS OF SECTION 017700. B. ADJUST HARDWARE FOR SMOOTH OPERATION. 3.04 PROTECTION OF FINISHED WORK A. PROTECT FINISHED WORK UNDER PROVISIONS OF SECTION 017700. B. DO NOT PERMIT ADJACENT WORK TO DAMAGE HARDWARE OR FINISH. END OF SECTION SECTION 088000- GLAZING PART1 GENERAL 1.01 SECTION INCLUDES A. GLASS AND PLASTIC GLAZING. B. GLAZING COMPOUNDS AND ACCESSORIES. C. MONOLITHIC CERAMIC ENAMEL FRIT SPANDREL GLASS, CERAMIC D. ENAMEL FRIT SPANDREL GLASS IN INSULATING GLASS (IG) UNITS 1.02 RELATEDSECTIONS GYPSUM WALLBOARD. A. SECTION 079200 -JOINT SEALERS: SEALANT AND BACK-UP 1.02 REFERENCES MATERIAL. B. SECTION 081113 -HOLLOW METAL DOORS AND FRAMES: GLAZED WALLBOARD, 2001. DOORS AND BORROWED LITES. C. SECTION 084113 -ALUMINUM -FRAMED STOREFRONTS. 1.03 REFERENCES A. ANSI Z97.1 -AMERICAN NATIONAL STANDARD FOR SAFETY GLAZING MATERIALS USED IN BUILDINGS, SAFETY PERFORMANCE D. SPECIFICATIONS AND METHODS OF TEST, 1984 (R1994). B. ASTM C162- STANDARD TERMINOLOGY OF GLASS AND GLASS E. PRODUCTS. C. ASTMC 1036- STANDARD SPECIFICATION FOR FLAT GLASS, 2001. D. ASTM C1048- STANDARD SPECIFICATION FOR HEAT-TREATED FLAT B. GLASS - KIND HS, KIND FT COATED AND UNCOATED GLASS. E. ASTM C 1193- STANDARD GUIDE FOR USE OF JOINT SEALANTS, 2000. F. ASTM E2188- STANDARD TEST METHOD FOR INSULATING GLASS UNIT PERFORMANCE. G. ASTM E2189- STANDARD TEST METHOD FOR TESTING RESISTANCE TO FOGGING IN INSULATING GLASS UNITS. H. ASTM E2190- STANDARD SPECIFICATION FOR INSULATING GLASS UNIT PERFORMANCE AND EVALUATION. I. ASTM E1300- STANDARD PRACTICE FOR DETERMINING THE MINIMUM 2.02 GYPSUM THICKNESS AND TYPE OF GLASS REQUIRED TO RESISTA SPECIFIED A. LOAD. J. ASTM E2188- STANDARD TEST METHOD FOR INSULATING GLASS UNIT PERFORMANCE. K. ASTM E2189- STANDARD TEST METHOD FOR TESTING RESISTANCE TO FOGGING IN INSULATING GLASS UNITS. L. ASTM E2190- STANDARD SPECIFICATION FOR INSULATING GLASS UNIT PERFORMANCE AND EVALUATION. M. GANA (GM) - GANA GLAZING MANUAL, GLASS ASSOCIATION OF NORTH AMERICA, 1997. N. GANA (SM) - FGMA SEALANT MANUAL, GLASS ASSOCIATION OF 2.03 ACCESSORIES NORTH AMERICA, 1990. 1.04 QUALITY ASSURANCE A. PERFORM WORK IN ACCORDANCE WITH GANA GLAZING MANUAL B. AND FGMA SEALANT MANUAL FOR GLAZING INSTALLATION METHODS. B. INSTALLER QUALIFICATIONS: COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM 5YEARS C. DOCUMENTED EXPERIENCE. C. SAFETY GLASS PRODUCTS IN THE US ARE TO COMPLYWITH CPSC 16 CFR PART 1201 FOR CATEGORY II MATERIALS. D. INSULATING GLASS PRODUCTS ARE TO BE PERMANENTLY MARKED EITHER ON SPACERS OR AT LEAST ONE INSULATING UNIT COMPONENT WITH APPROPRIATE CERTIFICATION LABEL OF INSPECTING AND TESTING AGENCY INDICATED BELOW: 1. US -INSULATING GLASS CERTIFICATION COUNCIL (IGCC) 1.05 ENVIRONMENTAL REQUIREMENTS A. DO NOT INSTALL GLAZING WHEN AMBIENT TEMPERATURE IS LESS THAN 50 DEGREES F (10 DEGREES C). B. MAINTAIN MINIMUM AMBIENT TEMPERATURE BEFORE, DURING AND 24 HOURS AFTER INSTALLATION OF GLAZING COMPOUNDS. 1.06 WARRANTY A. SEE SECTION 017700 -CLOSEOUT SUBMITTALS, FOR ADDITIONAL WARRANTY REQUIREMENTS. B. PROVIDE A FIVE (5) YEAR WARRANTYTO INCLUDE COVERAGE FOR SEALED GLASS UNITS FROM SEAL FAILURE, INTERPANE DUSTING OR MISTING, AND REPLACEMENT OF SAME. PART PRODUCTS 2.01 FLAT GLASS MATERIALS A. MANUFACTURERS: 1. AFG INDUSTRIES, INC: WWW.AFGGLASS.COM. 2. GUARDIAN INDUSTRIES CORPORATION: WWW.GUARDIAN.COM. 3. PPG INDUSTRIES, INC: WWW.PPG.COM. 4. OLDCASTLE BUILDINGENVELOPEO 5. SUBSTITUTIONS: REFER TO SECTION 016000 -PRODUCT REQUIREMENTS. B. CLEAR FLOAT GLASS: CLEAR, HEAT STRENGTHENED. 1. COMPLYWITH ASTM C 1048, TYPE I, TRANSPARENT FLAT, CLASS 1 CLEAR, QUALITY Q3 (GLAZING SELECT). C. SAFETY GLASS: CLEAR, FULLYTEMPERED WITH HORIZONTAL TEMPERING. 1. COMPLYWITH ANSI Z97.1. 2.02 SEALED INSULATING GLASS MATERIALS A. MANUFACTURERS: 1. GUARDIAN INDUSTRIES CORPORATION: WWW.GUARDIAN.COM. 2. PPG INDUSTRIES, INC. WWW.PPGGLAZING.COM 3. SUBSTITUTIONS: REFER TO SECTION 016000 -PRODUCT REQUIREMENTS. B. INSULATED GLASS UNITS: DOUBLE PANE WITH GLASS TO ELASTOMER EDGE SEAL. 1. OUTER PANE OF FLOAT GLASS, INNER PANE OF FLOAT GLASS. 2. TOTAL UNIT THICKNESS OF I INCH. 3. PROVIDE SAFETY GLASS AS INDICATED. C. EDGE SEAL CONSTRUCTION: ALUMINUM, BENT AND SOLDERED CORNERS. D. EDGE SEAL MATERIAL: BLACK COLOR. 2.03 SEALED INSULATING GLASS (IG) UNITS WITH CERAMIC ENAMEL FRIT SPANDREL INBOARD LITE 1. INSULATING GLASS UNIT MAKEUP 2. GLASS TINT: TO BE SELECTED 3. NOMINAL THICKNESS: TO MATCH EXISTING 2.04 GLAZING ACCESSORIES A. PRODUCTS IN COMPLIANCE WITH ASTM C920 AND REFERENCED GLAZING STANDARDS, THE REQUIREMENTS OF THE GLASS AND STOREFRONT MANUFACTURERS AND PROVEN TRACK RECORD TO BE COMPATABLE WITH ONE ANOTHER AND WITH THE MATERIALS THEY WILL COME IN CONTACT WITH. 1. COMPRESSION GASKETS: AS REQUIRED FOR SPECIFIED ALU MIN IUM STOREFRONT AND DOOR SYSTEMS. 2. SUBSTITUTIONS: REFER TO SECTION 016000 -PRODUCT REQUIREMENTS. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND WITHIN TOLERANCE. B. VERIFYTHAT SURFACES OF GLAZING CHANNELS OR RECESSES ARE CLEAN, FREE OF OBSTRUCTIONS THAT MAY IMPEDE MOISTURE MOVEMENT, WEEPS ARE CLEAR, AND READYTO RECEIVE GLAZING. 3.02 PREPARATION A. CLEAN CONTACT SURFACES WITH SOLVENT AND WIPE DRY. B. SEAL POROUS GLAZING CHANNELS OR RECESSES WITH SUBSTRATE COMPATIBLE PRIMER OR SEALER. C. PRIME SURFACES SCHEDULED TO RECEIVE SEALANT. D. INSTALL SEALANTS IN ACCORDANCE WITH ASTM C 1193 AND FGMA SEALANT MANUAL. E. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. F. PROTECT GLASS EDGES DURING HANDLING AND INSTALLATION. G. DO NOTEXCEED EDGE PRESSURES SPECIFIED BY GLASS MANUFACTURER FOR INSTALLING GLASS LITES. H. SET GLASS LITES IN SERIES WITH UNIFORM DRAW, BOW AND SIMILAR CHARACTERISTICS. I. COMPLYWITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR GLASS, SEALANTS, GASKETS AND OTHER GLAZING MATERIALS. 3.03 CLEANING A. REMOVE GLAZING MATERIALS FROM FINISH SURFACES. B. REMOVE LABELS AFTER WORK IS COMPLETE. C. CLEAN GLASS AND ADJACENT SURFACES. 3.04 PROTECTION OF FINISHED WORK A. AFTER INSTALLATION, MARK PANE WITH AN'X' BY USING REMOVABLE PLASTIC TAPE OR PASTE. END OF SECTION SECTION092900- GYPSUM BOARD ASSEMBLIES PART1 GENERAL 1.01 SECTION INCLUDES A. METAL STUD WALL FRAMING. B. METAL CHANNEL CEILING FRAMING. C. ACOUSTIC INSULATION. D. GYPSUM SHEATHING. E. GYPSUM WALLBOARD. F. JOINT TREATMENTAND ACCESSORIES. 1.02 REFERENCES A. ASTM C 36/C 36M -STANDARD SPECIFICATION FOR GYPSUM A. WALLBOARD, 2001. B. ASTM C 79/C 79M- STANDARD SPECIFICATION FOR TREATED CORE 2.01 METAL AND NONTREATED CORE GYPSUM SHEATHING BOARD, 2001. C. ASTM C 475/C 475M - STANDARD SPECIFICATION FOR JOINT COMPOUND AND JOINT TAPE FOR FINISHING GYPSUM BOARD, 2002. D. ASTM C 630/C 630M -STANDARD SPECIFICATION FOR WATER-RESISTANT GYPSUM BACKING BOARD, 2000. E. ASTM C 645 -STANDARD SPECIFICATION FOR NONSTRUCTURAL STEEL FRAMING MEMBERS, 2000. F. ASTM C 665 -STANDARD SPECIFICATION FOR MINERAL -FIBER B. BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION AND MANUFACTURED HOUSING, 2001. G. ASTM C 754 -STANDARD SPECIFICATION FOR INSTALLATION OF David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C i mg SEAL SEAL Lu U Q J a 0 "' >Lu _j O m 00 = Q 0 U LLI >O LLI v0c/)0 E2 0 of < < 0 OLU O H (n (O7 DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I LO ■ U) w m z Q z 0 STEEL FRAMING MEMBERS TO RECEIVE SCREW -ATTACHED GYPSUM PANEL PRODUCTS, 2000. H. ASTM C 840- STANDARD SPECIFICATION FOR APPLICATION AND FINISHING OF GYPSUM BOARD, 2002. I. ASTMC 1002- STANDARD SPECIFICATION FOR STEEL SELF -PIERCING TAPPING SCREWS FOR THE APPLICATION OF GYPSUM PANEL PRODUCTS OR METAL PLASTER BASES TO WOOD STUDS OR STEEL STUDS, 2001. 1.03 QUALITY ASSURANCE A. PERFORM IN ACCORDANCE WITH ASTM C 840. PART PRODUCTS 2.01 METAL FRAMING MATERIALS A. NON-LOADBEARING FRAMING SYSTEM COMPONENTS: ASTMC 645, GALVANIZED SHEET STEEL, OF SIZE AND PROPERTIES NECESSARY TO COMPLYWITH ASTM C 754 FOR THE SPACING INDICATED, WITH MAXIMUM DEFLECTION OF WALL FRAMING OF L/240 AT 5 PSF (240 PA). 1. STUDS: C SHAPED WITH KNURLED FACES. 2. RUNNERS: U SHAPED, SIZED TO MATCH STUDS. 3. CEILINGCHANNELS: CSHAPED. B. CEILING HANGERS: TYPE AND SIZE AS SPECIFIED IN ASTM C 754 FOR SPACING REQUIRED. C. PARTITION HEAD TO STRUCTURE CONNECTIONS: PROVIDETRACK FASTENED TO STRUCTURE WITH LEGS OF SUFFICIENT LENGTH TO ACCOMMODATE DEFLECTION, FOR FRICTION FIT OF STUDS CUT SHORTAND FASTENED AS INDICATED ON DRAWINGS. D. BOTTOM AND TOP TRACK OF CURVED CURTAIN WALL TO BE CONSTRUCTED WITH 3 5/8"'FLEXTRACK' OR EQUAL. SOURCE: FIVE STAR SUPPLY (216) 595-9525 2.02 GYPSUM BOARD MATERIALS A. GYPSUM WALLBOARD: ASTM C 36/C 36M AND ASTM C 1396/C 1396M. SIZES TO MINIMIZE JOINTS IN PLACE, ENDS SQUARE CUT. 1. EDGES: TAPERED. B. WATER-RESISTANT GYPSUM BACKING BOARD: ASTMC 630/C 630M AND ASTM C 1396/C 1396M, ENDS SQUARE CUT. C. EXTERIOR GYPSUM SHEATHING BOARD: GYPSUM SHEATHING MANUFACTURED IN ACCORDANCE WITH ASTM C 1177 WITH GLASS MATS BOTH SIDES AND LONG EDGES, WATER-RESISTANT TREATED CORE.. 1. EDGES: SQUARE, FOR VERTICAL APPLICATION. 2.03 ACCESSORIES A. ACOUSTIC INSULATION: ASTM C 665 PREFORMED GLASS FIBER FRICTION FIT TYPE UNFACED. B. JOINTMATERIALS: ASTM C 475 AND AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER FOR PROJECT CONDITIONS. 1. POWDER-TYPEVINYL-BASED JOINT COMPOUND. C. SCREWS: ASTM C 1002, SELF -PIERCING TAPPING TYPE. D. STAPLES: ASTM C840. E. ANCHORAGE TO SUBSTRATE: TIE WIRE, NAILS, SCREWS, AND OTHER METAL SUPPORTS, OF TYPE AND SIZE TO SUIT APPLICATION, TO RIGIDLY SECURE MATERIALS IN PLACE. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFYTHAT PROJECT CONDITIONS ARE APPROPRIATE FOR WORK OF THIS SECTION TO COMMENCE. 3.02 FRAMING INSTALLATION A. METALFRAMING: COMPLY WITH ASTM C 754 AND MANUFACTURER'S INSTRUCTIONS. B. SUSPENDED CEILINGS AND SOFFITS: SPACE FRAMING AND FURRING MEMBERS AT 16 INCHES (400 MM) ON CENTER. 1. LEVEL CEILING SYSTEM TOA TOLERANCE OF I/1200. 2. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM. 3. INSTALL BRACING AS REQUIRED AT ENTRY VESTIBULE TO RESIST WIND UPLIFT. C. STUDS: SPACE STUDS AS INDICATED. 1. EXTEND PARTITION FRAMING TO STRUCTURE AND TO OTHER LOCATIONS AS INDICATED ON THE DRAWINGS. 2. PARTITIONS TERMINATING AT STRUCTURE: ATTACH EXTENDED LEG TOP RUNNER TO STRUCTURE, MAINTAIN CLEARANCE BE_RNEEN TOP OF STUDS AND STRUCTURE, AND BRACE BOTH FLANGES OF STUDS WITH CONTINUOUS BRIDGING. 3. SPACE STUD FRAMINGAT RADIUS WALL TO PROVIDE UNIFORM GYPSUM BOARD FINISH. 4. SPACE STUDS& FRAMING TO ACCOMODATE THROUGH WALL AND RECESS EQUIPMENT IN WALL. D. OPENINGS: REINFORCE OPENINGS AS REQUIRED FOR WEIGHT OF DOORS OR OPERABLE PANELS, USING NOT LESS THAN DOUBLE STUDS AT JAMBS. E. BLOCKING: INSTALL BLOCKING FOR SUPPORT OF PLUMBING FIXTURES, FIXTURES AND EQUIPMENT. COMPLYWITH SECTION 061000 FOR WOOD BLOCKING. 3.03 ACOUSTIC ACCESSORIES INSTALLATION A. ACOUSTIC INSULATION: PLACE TIGHTLY WITH IN SPACES AROUND CUTOPENINGS BEHINDANDAROUND ELECTRICALAND MECHANICAL ITEMS WITHIN PARTITIONS, AND TIGHT TO ITEMS PASSING THROUGH PARTITIONS. 3.04 GYPSUM BOARD INSTALLATION A. COMPLY WITH ASTM C 840 AND MANUFACTURER'S INSTRUCTIONS. INSTALL TO MINIMIZE BUTT END JOINTS, ESPECIALLY IN HIGHLY VISIBLE LOCATIONS. B. SINGLE -LAYER NON -RATED: INSTALL GYPSUM BOARD INMOST ECONOMICAL DIRECTION, WITH ENDS AND EDGES OCCURRING OVER FIRM BEARING. C. GYPSUM SHEATHING: COMPLYWITH GA -253. INSTALL SHEATHING HORIZONTALLY, WITH EDGES BUTTED TIGHTAND ENDS OCCURRING OVER FIRM BEARING. D. INSTALLATION ON METAL FRAMING: USE SCREWS FOR ATTACHMENT OF ALL GYPSUM BOARD. 3.05 INSTALLATION OF TRIM AND ACCESSORIES A. CONTROL JOINTS: PLACE CONTROL JOINTS CONSISTENT WITH LINES OF BUILDING SPACES. B. CORNER BEADS: INSTALL AT EXTERNAL CORNERS, USING LONGEST PRACTICAL LENGTHS. 3.06 JOINTTREATMENT A. FINISH GYPSUM BOARD IN ACCORDANCE WITH ASTM C 840. LEVEL 4 FINISH AT WALLS AND CEILINGS EXCEPT FOR LEVEL 4 FINISH AT CEILING LOCATIONS INDICATED ON PLANS AND LEVEL 1 ABOVE CEILINGS. 3.07 TOLERANCES A. MAXIMUM VARIATION OF FINISHED GYPSUM BOARD SURFACE FROM TRUE FLATNESS: 1/8 INCH IN 10 FEET (3 MM IN 3 M) IN ANY DIRECTION. 3.08 FINISH LEVEL SCHEDULE A. LEVEL 1: ABOVE FINISHED CEILINGS CONCEALED FROM VIEW. B. LEVEL4: WALLS AND CEILINGS SCHEDULED TO RECEIVE PAINT FINISH. END OF SECTION David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C i mg SEAL SEAL Lu U Q J a 0 "' >Lu _j O m 00 = Q 0 U LLI >O LLI v0c/)0 E2 0 of < < 0 OLU O H (n (O7 DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I LO ■ U) w m z Q z 0 PART1-GENERAL 1.1 SUMMARY A. THIS SECTION INCLUDES THE FOLLOWING: 1. GLAZED WALL TILE. 2. QUARRY TILE AND BASE. 3. METAL EDGE STRIPS INSTALLED AS PART OF TILE INSTALLATIONS. 1.2 EXTRA MATERIALS A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. 1. TILE AND TRIM UNITS: FURNISH QUANTITY OF FULL-SIZE UNITS EQUAL TO 3 PERCENT OF AMOUNT INSTALLED, FOR EACH TYPE, COMPOSITION, COLOR, PATTERN, AND SIZE INDICATED. PART 2 -PRODUCTS 2.1 MANUFACTURERS A. PROVIDE PRODUCTS FROM MANUFACTURERS AS SCHEDULED ON DRAWINGS. 2.2 TILE PRODUCTS A. MANUFACTURERS: AS SCHEDULED ON DRAWINGS. B. PROVIDE TRIM PIECES, BULLNOSE TILE, COVED BASEINSIDE AND OUTSIDE CORNERS NECESSARY FOR PROJECT INSTALLATION. 2.3 SETTING AND GROUTING MATERIALS A. AVAILABLE MANUFACTURERS: REFER TO FINISH SCHEDULE. B. LATEX -PORTLAND CEMENT MORTAR (THIN SET): ANSI A118.4. 1. PREPACKAGED DRY -MORTAR MIX COMBINED WITH LIQUID -LATEX ADDITIVE. 2. FOR WALL APPLICATIONS, PROVIDE NONSAGGING MORTAR. C. POLYMER -MODIFIED TILE GROUT: ANSI A118.7, COLOR AS INDICATED. 2.4 MISCELLANEOUS MATERIALS A. TRANSITION AND EDGE TRIMS. PROVIDE SCHLUTER TRIMS AS INDICATED ON DRAWINGS. PART 3 -EXECUTION 3.1 PREPARATION A. REMOVE COATINGS, INCLUDING CU RING COMPOUNDS AND OTHER SUBSTANCES THAT CONTAIN SOAP WAX OIL OR SILICONE THAT ARE INCOMPATIBLE WITH TILE -SETTING MATERIALS. B. FILL CRACKS, HOLES, AND DEPRESSIONS WITH TROWELABLE LEVELING AND PATCHING COMPOUND ACCORDING TO TILE -SETTING MATERIAL MANUFACTURER'S WRITTEN INSTRUCTIONS. C. REMOVE PROTRUSIONS, BUMPS, AND RIDGES BYSANDING OR GRINDING. D. BLENDING: FOR TILE EXHIBITING COLOR VARIATIONS, USE FACTORY BLENDED TILE OR BLEND TILES AT PROJECT SITE BEFORE INSTALLING. E. FIELD -APPLIED TEMPORARY PROTECTIVE COATING: WHERE INDICATED UNDER TILE TYPE OR NEEDED TO PREVENT GROUT FROM STAINING OR ADHERING TO EXPOSED TILE SURFACES, PRECOAT THEM WITH CONTINUOUS FILM OF TEMPORARY PROTECTIVE COATING, TAKING CARE NOT TO COAT UNEXPOSED TILE SURFACES. 3.2 INSTALLATION, GENERAL A. ANSI TILE INSTALLATION STANDARDS: COMPLY WITH PARTS OF ANSI A108 SERIES "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE" THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. B. TCA INSTALLATION GUIDELINES: TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION." COMPLYWITH TCA INSTALLATION METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES. C. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS, UNLESS OTHERWISE INDICATED. TERMINATE WORK NEATLYAT OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. D. ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM CUTTINGAND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. GRIND CUT EDGES OF TILE ABUTTING TRIM, FINISH, OR BUILT-IN ITEMS. FITTILE CLOSELYTO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS SO PLATES, COLLARS, OR COVERS OVERLAP TILE. E. JOINTING PATTERN: LAYTILE IN GRID PATTERN, UNLESS OTHERWISE INDICATED. ALIGN JOINTS WHEN ADJOINING TILES ON FLOOR, BASE, WALLS, AND TRIM ARE SAME SIZE. LAYOUT TILE WORKAND CENTER TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL AREA. ADJUST TO MINIMIZE TILE CUTTING. PROVIDE UNIFORM JOINT WIDTHS, UNLESS OTHERWISE INDICATED. F. LAYOUTTILE WAINSCOTS TO NEXT FULL TILE BEYOND DIMENSIONS INDICATED. G. EXPANSION JOINTS: LOCATE EXPANSION JOINTS AND OTHER SEALANT -FILLED JOINTS DURING INSTALLATION OF SETTING MATERIALS, MORTAR BEDS, AND TILE. DO NOT SAW -CUT JOINTS AFTER INSTALLING TILES. 1. LOCATE JOINTS IN TILE SURFACES DIRECTLY ABOVE JOINTS IN CONCRETE SUBSTRATES. 2. PREPARE JOINTS AND APPLY SEALANTS TO COMPLY WITH REQUIREMENTS IN DIVISION 07 SECTION "JOINT SEALANTS" H. FOR INSTALLATIONS INDICATED BELOW, FOLLOW PROCEDURES IN ANSI A108 SERIES TILE INSTALLATION STANDARDS FOR PROVIDING 95 PERCENT MORTAR COVERAGE. 1. TILE FLOORS IN WET AREAS. 2. TILE FLOORS COMPOSED OF TILES 8 BY 81NCHES (200 BY200 MM)OR LARGER. 3. TILE FLOORS COMPOSED OF RIB -BACKED TILES. I. INSTALL TILE ON FLOORS WITH THE FOLLOWING JOINT WIDTHS: 1. PORCELAIN CERAMIC: 1/4 INCH (6.35 MM). 2. QUARRY TILE: 318 INCH (6.35 MM). K. METAL EDGE STRIPS: INSTALL AT LOCATIONS INDICATED OR WHERE EXPOSED EDGE OF TILE FLOORING MEETS CARPET, WOOD, OR OTHER FLOORING THAT FINISHES FLUSH WITH TOP OF TILE. L. INSTALL TILE ON WALLS WITH THE FOLLOWING JOINT WIDTHS: 1. GLAZED WALLTILE: 1/16 INCH (1.6 MM). 3.3 WALL TILE INSTALLATION SCHEDULE A. INTERIOR WALL INSTALLATION, THIN -SET MORTAR, OVER GYPSUM BOARD, TCA W243. 1. THIN -SET MORTAR: LAYTEX-PORTLAND CEMENT MORTAR. 2. GROUT: POLYMER -MODIFIED SANDED GROUT. END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. SUSPENDED METAL GRID CEILING SYSTEM. B. ACOUSTICAL UNITS. 1.02 REFERENCES A. ASTM C 635 -STANDARD SPECIFICATION FOR THE MANUFACTURE, PERFORMANCE, AND TESTING OF METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANEL CEILINGS, 2000. B. ASTM C 636 -STANDARD PRACTICE FOR INSTALLATION OF METAL CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY -IN PANELS, 1996. 6/3/2021 9:11:35 AM C. ASTM E 1264 -STANDARD CLASSIFICATION FOR ACOUSTICAL CEILING PAINTS AND COATINGS: READY MIXED, EXCEPT FIELD -CATALYZED PRODUCTS, 1998. D. LATEST EDITION OF CISCA- GUIDELINES FOR SEISMIC RESTRAINT FOR 1. TO A SOFT PASTE CONSISTENCY, CAPABLE OF BEING READILY DIRECT HUNG SUSPENDED CEILING ASSEMBLIES. 1.03 QUALITY ASSURANCE A. ACOUSTICAL UNIT MANUFACTURER QUALIFICATIONS: COMPANY 3. CAPABLE OF DRYING OR CURING FREE OF STREAKS OR SAGS. SPECIALIZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS MATERIALS SECTION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. 1.04 ENVIRONMENTAL REQUIREMENTS A. MAINTAIN UNIFORM TEMPERATURE OF MINIMUM 60 DEGREES F (16 REQUIRED TO ACHIEVE THE FINISHES SPECIFIED, COMMERCIAL DEGREES C), AND MAXIMUM HUMIDITY OF 40 PERCENT PRIOR TO, QUALITY. DURING, AND AFTER ACOUSTICAL UNIT INSTALLATION. 1.05 PROJECT CONDITIONS A. SEQUENCE WORKTO ENSURE ACOUSTICAL CEILINGS ARE NOT PART EXECUTION INSTALLED UNTIL BUILDING IS ENCLOSED, SUFFICIENT HEAT IS 3.01 EXAMINATION PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED, AND VERIFY THAT SURFACES ARE READY TO RECEIVE WORK AS OVERHEAD WORK IS COMPLETED, TESTED, AND APPROVED. B. INSTALL ACOUSTICAL UNITS AFTER INTERIOR WET WORK IS DRY. PART PRODUCTS 0=0= C -/)- 2.01 ACOUSTICAL UNITS A. REFER TO DRAWING SCHEDULE. 2.02 SUSPENSION SYSTEM(S) A. MANUFACTURERS: 3.02 PREPARATION 1. REFER TO FINISH SCHEDULE. SURFACE APPURTENANCES: REMOVE OR MASK ELECTRICAL PLATES, 2. SUBSTITUTIONS: SEE SECTION 016000 -PRODUCT HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS REQUIREMENTS. B. SUSPENSION SYSTEMS -GENERAL: ASTM C 635, DIE CUTAND SURFACES: CORRECT DEFECTS AND CLEAN SURFACES WHICH INTERLOCKING COMPONENTS, WITH STABILIZER BARS, CLIPS, AFFECT WORK OF THIS SECTION. REMOVE OR REPAIR EXISTING SPLICES, PERIMETER MOLDINGS, AND HOLD DOWN CLIPS AS COATINGS THAT EXHIBIT SURFACE DEFECTS. REQUIRED. 2.03 ACCESSORIES A. SUPPORT CHANNELS AND HANGERS: GALVANIZED STEEL, SIZE AND IMPERVIOUS SURFACES: REMOVE MILDEW BY SCRUBBING WITH TYPE TO SUIT APPLICATION AND CEILING SYSTEM FLATNESS SOLUTION OFTETRA-SODIUM PHOSPHATE AND BLEACH. RINSE WITH REQUIREMENT SPECIFIED. B. PERIMETER MOLDINGS: SAME MATERIAL AND FINISH AS GRID. C. TOUCH-UP PAINT: TYPE AND COLOR TO MATCH ACOUSTICAL AND DIRT, LOOSE MORTAR, SCALE, SALT OR ALKALI POWDER, AND OTHER GRID UNITS. PART 3 EXECUTION 3.01 EXAMINATION A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. B. VERIFYTHAT LAYOUT OF HANGERS WILL NOT INTERFERE WITH OTHER WORK. 3.02 INSTALLATION -SUSPENSION SYSTEM A. INSTALL SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM C 636 AND G. MANUFACTURER'S INSTRUCTIONS AND AS SUPPLEMENTED IN THIS SECTION. B. RIGIDLY SECURE SYSTEM, INCLUDING INTEGRAL MECHANICAL AND H. ELECTRICAL COMPONENTS, FOR MAXIMUM DEFLECTION OF 1:360. C. INSTALL AFTER MAJOR ABOVE -CEILING WORK IS COMPLETE. COORDINATE THE LOCATION OF HANGERS WITH OTHER WORK. D. HANG SUSPENSION SYSTEM INDEPENDENT OF WALLS, COLUMNS, DUCTS, PIPES AND CONDUIT. WHERE CARRYING MEMBERS ARE SPLICED, AVOID VISIBLE DISPLACEMENT OF FACE PLANE OF ADJACENT MEMBERS. E. WHERE DUCTS OR OTHER EQUIPMENT PREVENTTHE REGULAR SPACING OF HANGERS, REINFORCE THE NEAREST AFFECTED HANGERS AND RELATED CARRYING CHANNELS TO SPAN THE EXTRA DISTANCE. F. DO NOT SUPPORT COMPONENTS ON MAIN RUNNERS OR CROSS J. RUNNERS IF WEIGHT CAUSES TOTAL DEAD LOAD TO EXCEED DEFLECTION CAPABILITY. G. SUPPORT FIXTURE LOADS USING SUPPLEMENTARY HANGERS A. LOCATED WITHIN 61NCHES (150 MM) OF EACH CORNER, OR SUPPORT COMPONENTS INDEPENDENTLY. H. DO NOT ECCENTRICALLY LOAD SYSTEM OR INDUCE ROTATION OF RUNNERS. I. PERIMETER MOLDING: INSTALL AT INTERSECTION OF CEILING AND VERTICAL SURFACES AND AT JUNCTIONS WITH OTHER INTERRUPTIONS. D. 1. USE LONGEST PRACTICAL LENGTHS. 2. OVERLAP AND RIVET CORNERS. 3.03 INSTALLATION -ACOUSTICAL UNITS A. INSTALL ACOUSTICAL UNITS IN ACCORDANCE WITH MANUFACTURER'S REFER TO SECTION 150500 FOR SCHEDULE OF COLOR CODING OF INSTRUCTIONS. B. FIT ACOUSTICAL UNITS IN PLACE, FREE FROM DAMAGED EDGES OR PAINT SHOP -PRIMED EQUIPMENT, WHERE INDICATED. OTHER DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. C. FIT BORDER TRIM NEATLYAGAINSTABUTTING SURFACES. D. INSTALL UNITS AFTER ABOVE -CEILING WORK IS COMPLETE. E. INSTALL ACOUSTICAL UNITS LEVEL, IN UNIFORM PLANE, AND FREE FINISH EQUIPMENT, PIPING, CONDUIT, AND EXPOSED DUCT WORK IN FROM TWIST, WARP, AND DENTS. F. CUTTING ACOUSTICAL UNITS: REINSTALL ELECTRICAL COVER PLATES, HARDWARE, LIGHT FIXTURE 1. CUT TO FIT IRREGULAR GRID AND PERIMETER EDGE TRIM. TRIM, ESCUTCHEONS, AND FITTINGS REMOVED PRIOR TO FINISHING. 2. MAKE FIELD CUT EDGES OF SAME PROFILE AS FACTORY A. EDGES. 3. DOUBLE CUTAND FIELD PAINT EXPOSED REVEAL EDGES. G. INSTALL HOLD-DOWN CLIPS ON PANELS WITHIN 20 FT (6 M) OF AN 3.06 SCHEDULE EXTERIOR DOOR. 3.04 ERECTION TOLERANCES A. MAXIMUM VARIATION FROM FLAT AND LEVEL SURFACE: 1/8 INCH IN 10 FEET (3 MM IN 3 M). B. MAXIMUM VARIATION FROM PLUMB OF GRID MEMBERS CAUSED BY ECCENTRIC LOADS: 2 DEGREES. END OF SECTION PART 1 GENERAL (NOT USED) PART 2 PRODUCTS 2.01 VCT MEETING FEDERAL SPECIFICATION SS -T -312B (1) TYPE IV, COMPOSITION 1 A. TILE: AS MANUFACTURED BYARMSTRONG 1. SIZE: 12"X12"X1/8" B. TEXTURES/COLORS: SEE FINISH SCHEDULE. C. VINYL BASE WITH COVE: AS MANUFACTURED BYARMSTRONG 1. HEIGHT: AS INDICATED ON FINISH SCHEDULE. 2. THICKNESS .080" 3. COLOR: REFER TO FINISH SCHEDULE. D. ADHESIVE: PER MANUFACTURERS RECOMMENDATION E. INITIAL MAINTENANCE AFTER INSTALLATION: ARMSTRONG COMMERCIAL VINYL COMPOSITION TILES ARE COATED WITH FAST START FACTORY FINISH. IT DOES NOT REQUIRE REMOVAL AFTER INSTALLATION. IT IS COMPATIBLE WITH COMMERCIAL FLOOR POLISHES AND ELIMINATES THE NEED TO STRIP THE TILE. F. IMMEDIATELY AFTER VCT INSTALLATION, AND PRIOR TO STORE FIXTURE DELIVERY, G.C. SHALL TO DO THE FOLLOWING: 1. SWEEP OR VACUUM THE FLOOR THOROUGHLY. 2. DAMP -MOP THE FLOOR WITH A NEUTRAL DETERGENT SOLUTION SUCH AS ARMSTRONG S-485 FLOOR CLEANER, WHILE CAREFULLY REMOVING BLACK MARKS AND EXCESSIVE SOIL. DO NOT MACHIN E SCRUB TH E FLOOR FOR AT LEAST FOUR TO FIVE DAYS AFTER INSTALLATION, TO PREVENT EXCESS MOISTURE FROM INTERFERING WITH THE ADHESIVE BOND. 3. APPLY (2) COATS OF A HIGH-QUALITY COMMERCIAL FLOOR POLISH SUCH AS ARMSTRONG S-480 FLOOR POLISH OR A HIGH-QUALITY STAIN -RESISTANT SEALER SUCH AS ARMSTRONG S-495 FLOOR SEALER. ALLOW APPROPRIATE DRYING TIME BETWEEN APPLICATIONS. POLISH TO BE MOP APPLIED AS REQUIRED BY POLISH MANUFACTURER. 4. IN NO INSTANCE SHALL NEW VCT BE PLACED OVER EXISTING VCT. EXISTING VCT SHALL BE REMOVED AND SLAB PREPARED TO RECEIVE NEW VCT. END OF SECTION WALL PANELS - 097200 PART 1 GENERAL (NOT USED) PART 2 PRODUCTS 2.01 FIBERGLASS WALL PANELS A. MANUFACTURER: MARLITE 1. FIBERGLASS REINFORCED THERMOSETTING POLYESTER RESIN PANEL SHEETS COMPLYING WITH ASTM D 5319. 2. COATING: MULTI LAYER PRINT, PRIMER AND FINISH COATS. 3. DIMENSIONS: a. THICKNESS -0.090 INCH NOMINAL b. WIDTH -48" NOMINAL c. LENGTH -96" NOMINAL 4. COLOR AND FINISH d. COLOR: AS INDICATED ON PLANS e. SURFACE PEBBLED, INDICATED BY"P"DESIGNATION 5. MOLDINGS -PVC: EXTRUDED PVC TRIM PROFILES FOR .090 INCH THICK PANELS. a. M 350 INSIDE CORNER b. M 365 DIVISION c. M 370 EDGE c.i. COLOR: AS INDICATED ON PLANS 6. OUTSIDE CORNER GUARD; PROVIDE IMPACT SPECIALTIES OUTSIDE CORNER GUARDS REFER TO SECTION 102600 WALL AND DOOR PROTECTION 7. FASTENERS: NON -STAINING NYLON DRIVE RIVETS. a. MATCH WALL COLORS. b. LENGTH TO SUIT PROJECT CONDITIONS. 8. ADHESIVE: EITHER OF THE FOLLOWING CONSTRUCTION ADHESIVES COMPLYING WITH ASTM C 557. a. MARLITE C-551 FRP ADHESIVE - WATER- RESISTANT, NON-FLAMMABLE ADHESIVE PART 3: EXECUTION A. PREPARATION 1. LEVEL WALL SURFACES TO PANEL MANUFACTURER'S REQUIREMENTS. REMOVE PROTRUSIONSAND FILL INDENTATIONS. 2. STORE PANELS AND TRIM LYING FLAT, UNDERCOVER AND PROTECTED FROM THE ELEMENTS. ALLOW PANELS TO ACCLIMATE TO ROOM TEMPERATURE OF 70° FOR 48 HOURS PRIOR TO INSTALLATION. B. INSTALLATION 1. COMPLY WITH MANUFACTURER'S RECOMMENDED PROCEDURES AND INSTALLATION SEQUENCE. 2. CAULK TOP AND BOTTOM OF WALL PANEL TRIM AT WALL. 3. CAULK TOP AND BOTTOM OF CORNER GUARD AT WALL. C. CLEANING 1. REFER TO MANUFACTURER'S SPECIFIC CLEANING RECOMMENDATIONS DO NOT USE ABRASIVE CLEANERS. END OF SECTION PART1 GENERAL 1.01 SECTION INCLUDES A. SURFACE PREPARATION. B. FIELD APPLICATION OF PAINTS AND OTHER COATINGS. C. SEE SCHEDULE -SURFACES TO BE FINISHED, AT END OF SECTION. 1.02 REFERENCES A. ASTM Dib -STANDARD TERMINOLOGY FOR PAINT, RELATED COATINGS, MATERIALS, AND APPLICATIONS, 2000. 1.03 QUALITY ASSURANCE A. MANUFACTURER QUALIFICATIONS: COMPANY SPECIALIZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. B. APPLICATOR QUALIFICATIONS: COMPANY SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION WITH MINIMUM 5 YEARS EXPERIENCE. 1.04 REGULATORY REQUIREMENTS A. CONFORM TO APPLICABLE CODE FOR FLAME AND SMOKE RATING REQUIREMENTS FOR PRODUCTS AND FINISHES. 1.05 DELIVERY, STORAGE, AND PROTECTION A. DELIVER PRODUCTS TO SITE IN SEALED AND LABELED CONTAINERS, INSPECT TO VERIFY ACCEPTABILITY. B. CONTAINERLABEL: INCLUDE MANUFACTURER'S NAME, TYPE OF PAINT, BRAND NAME, LOT NUMBER, BRAND CODE, COVERAGE, SURFACE PREPARATION, DRYING TIME, CLEANUP REQUIREMENTS, COLOR DESIGNATION, AND INSTRUCTIONS FOR MIXING AND REDUCING. C. PAINTMATERIALS: STORE AT MINIMUM AMBIENT TEMPERATURE OF 45 DEGREES F (7 DEGREES C) AND A MAXIMUM OF 90 DEGREES F (32 DEGREES C), IN VENTILATED AREA, AND AS REQUIRED BY MANUFACTURER'S INSTRUCTIONS. 1.06 ENVIRONMENTAL REQUIREMENTS A. DO NOTAPPLY MATERIALS WHEN SURFACE AND AMBIENT TEMPERATURES ARE OUTSIDE THE TEMPERATURE RANGES REQUIRED BYTHE PAINT PRODUCT MANUFACTURER. B. DO NOTAPPLY EXTERIOR COATINGS DURING RAIN OR SNOW, OR WHEN RELATIVE HUMIDITY IS OUTSIDE THE HUMIDITY RANGES REQUIRED BYTHE PAINT PRODUCT MANUFACTURER. C. MINIMUM APPLICATION TEMPERATURES FOR LATEX PAINTS: 45 DEGREES F (7 DEGREES C) FOR INTERIORS, 50 DEGREES F (10 DEGREES C) FOR EXTERIOR, UNLESS REQUIRED OTHERWISE BY MANUFACTURER'S INSTRUCTIONS. D. PROVIDE LIGHTING LEVEL OF 80 FT CANDLES (860 LX) MEASURED MID-HEIGHTAT SUBSTRATE SURFACE. 1.07 EXTRA MATERIALS A. SEE SECTION 016000- PRODUCT REQUIREMENTS, FOR ADDITIONAL PROVISIONS. B. SUPPLY 1 GALLON (4 L) OF EACH COLOR, STORE WHERE DIRECTED. C. LABEL EACH CONTAINER WITH COLOR IN ADDITION TO THE MANUFACTURER'S LABEL. PART PRODUCTS 2.01 MANUFACTURERS A. REFER TO FINISH SCHEDULE. B. SUBSTITUTIONS: SEE SECTION 016000- PRODUCT REQUIREMENTS. 2.02 PAINTS AND COATINGS -GENERAL A. PAINTS AND COATINGS: READY MIXED, EXCEPT FIELD -CATALYZED COATINGS. PREPARE PIGMENTS: a 1. TO A SOFT PASTE CONSISTENCY, CAPABLE OF BEING READILY AND UNIFORMLY DISPERSED TO A HOMOGENEOUS COATING. 2. FOR GOOD FLOW AND BRUSHING PROPERTIES. C7 O 3. CAPABLE OF DRYING OR CURING FREE OF STREAKS OR SAGS. 2.03 ACCESSORY MATERIALS A. ACCESSORY MATERIALS: LINSEED OIL, SHELLAC, TURPENTINE, PAINT Q THINNERS AND OTHER MATERIALS NOT SPECIFICALLY INDICATED BUT U REQUIRED TO ACHIEVE THE FINISHES SPECIFIED, COMMERCIAL QUALITY. B. PATCHING MATERIAL: LATEXFILLER. C. FASTENER HEAD COVER MATERIAL: LATEX FILLER. PART EXECUTION 3.01 EXAMINATION A. VERIFY THAT SURFACES ARE READY TO RECEIVE WORK AS INSTRUCTED BYTHE PRODUCT MANUFACTURER. B. EXAMINE SURFACES SCHEDULED TO BE FINISHED PRIOR TO 0=0= C -/)- COMMENCEMENT OFWORK. REPORT ANY CONDITION THAT MAY POTENTIALLY AFFECT PROPER APPLICATION. C. TEST SHOP -APPLIED PRIMER FOR COMPATIBILITY WITH SUBSEQUENT COVER MATERIALS. 3.02 PREPARATION A. SURFACE APPURTENANCES: REMOVE OR MASK ELECTRICAL PLATES, HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS PRIOR TO PREPARING SURFACES OR FINISHING. B. SURFACES: CORRECT DEFECTS AND CLEAN SURFACES WHICH AFFECT WORK OF THIS SECTION. REMOVE OR REPAIR EXISTING COATINGS THAT EXHIBIT SURFACE DEFECTS. C. MARKS: SEAL WITH SHELLAC THOSE WHICH MAY BLEED THROUGH SURFACE FINISHES. D. IMPERVIOUS SURFACES: REMOVE MILDEW BY SCRUBBING WITH SOLUTION OFTETRA-SODIUM PHOSPHATE AND BLEACH. RINSE WITH CLEAN WATER AND ALLOW SURFACE TO DRY. E. CONCRETE AND UNIT MASONRYSURFACES TO BE PAINTED: REMOVE DIRT, LOOSE MORTAR, SCALE, SALT OR ALKALI POWDER, AND OTHER FOREIGN MATTER. REMOVE OIL AND GREASE WITH A SOLUTION OF TRI -SODIUM PHOSPHATE, RINSE WELL AND ALLOW TO DRY. REMOVE STAINS CAUSED BY WEATHERING OF CORRODING METALS WITH A SOLUTION OF SODIUM METASILICATE AFTER THOROUGHLY WETTING WITH WATER. ALLOW TO DRY. F. GYPSUM BOARD SURFACES TO BE PAINTED: FILL MINOR DEFECTS WITH FILLER COMPOUND. SPOT PRIME DEFECTS AFTER REPAIR. G. GALVANIZED SURFACES TO BE PAINTED: REMOVE SURFACE CONTAMINATION AND OILS AND WASH WITH SOLVENT. APPLY COAT OF ETCHING PRIMER. H. UNCOATED STEEL ANDIRON SURFACES TO BE PAINTED: REMOVE GREASE, MILL SCALE, WELD SPLATTER, DIRT, AND RUST. WHERE HEAVY COATINGS OF SCALE ARE EVIDENT, REMOVE BY HAND WIRE BRUSHING OR SANDBLASTING, CLEAN BY WASH ING WITH SOLVENT. APPLYA TREATMENT OF PHOSPHORIC ACID SOLUTION, ENSURING WELD JOINTS,BOLTS, AND NUTS ARE SIMILARLY CLEANED. PRIME PAINT ENTIRE SURFACE, SPOT PRIME AFTER REPAIRS I. SHOP -PRIMED STEEL SURFACES TO BE FINISH PAINTED: SAND AND SCRAPE TO REMOVE LOOSE PRIMER AND RUST. FEATHER EDGES TO MAKE TOUCH-UP PATCHES INCONSPICUOUS. CLEAN SURFACES WITH SOLVENT. PRIME BARE STEEL SURFACES. RE -PRIME ENTIRE SHOP -PRIMED ITEM. J. METAL DOORS TO BE PAINTED: PRIME METAL DOOR TOP AND BOTTOM EDGE SURFACES. 3.03 APPLICATION A. APPLYPRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. DO NOT APPLY FINISHES TO SURFACES THATARE NOT DRY. ALLOW APPLIED COATS TO DRY BEFORE NEXT COAT IS APPLIED. C. APPLY EACH COATTO UNIFORM APPEARANCE. APPLY EACH COAT OF PAINT SLIGHTLY DARKER THAN PRECEDING COAT UNLESS OTHERWISE APPROVED. D. VACUUM CLEAN SURFACES OF LOOSE PARTICLES. USE TACK CLOTH TO REMOVE DUST AND PARTICLES JUST PRIOR TO APPLYING NEXT COAT. 3.04 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT A. REFER TO SECTION 150500 FOR SCHEDULE OF COLOR CODING OF EQUIPMENT, DUCT WORK, PIPING, AND CONDUIT. B. PAINT SHOP -PRIMED EQUIPMENT, WHERE INDICATED. C. REMOVE UNFINISHED LOUVERS, GRILLES, COVERS, AND ACCESS PANELS ON MECHANICAL AND ELECTRICAL COMPONENTS AND PAINT SEPARATELY. D. FINISH EQUIPMENT, PIPING, CONDUIT, AND EXPOSED DUCT WORK IN COLORS ACCORDING TO THE COLOR CODING SCHEME INDICATED. E. REINSTALL ELECTRICAL COVER PLATES, HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS REMOVED PRIOR TO FINISHING. 3.05 CLEANING A. COLLECT WASTE MATERIAL WHICH MAY CONSTITUTE AFIRE HAZARD PLACE INCLOSED METAL CONTAINERS, AND REMOVE DAILY FROM SITE. 3.06 SCHEDULE -SURFACES TO BE FINISHED A. DO NOT PAINT OR FINISH THE FOLLOWING ITEMS: 1. ITEMS FULLY FACTORY -FINISHED UNLESS SPECIFICALLY NOTED. 2. FIRE RATING LABELS, EQUIPMENT SERIAL NUMBER AND CAPACITY LABELS. B. PAINTTHE SURFACES DESCRIBED BELOW UNDER SCHEDULE- PAINT SYSTEMS. C. MECHANICAL AND ELECTRICAL: USE PAINT SYSTEMS DEFINED FOR THE SUBSTRATES TO BE FINISHED. 1. PAINT ALL INSULATED AND EXPOSED PIPES OCCURRING IN FINISHED AREAS TO MATCH BACKGROUND SURFACES, UNLESS OTHERWISE INDICATED. 2. PAINT SHOP -PRIMED ITEMS OCCURRING IN FINISHED AREAS. 3.07 SCHEDULE -PAINT SYSTEMS A. INTERIOR WALLS - LOW ODOR/ ZERO VOC, LATEX BASED EGGSHELL UNLESS NOTED OTHERWISE IN FINISH SCHEDULE. 1. COAT#1 SHERWIN-WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER, B28 SERIES (4 MIL WET, 1.0 MIL DRY). 2. COAT#2 SHERWIN-WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX EG -SHELL, B20 SERIES (4 MIL WET, 1.7 MIL DRY). 3. COAT#3 SHERWIN-WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX EG -SHELL, B20 SERIES (4 MIL WET, 1.7 MIL DRY). B. INTERIOR WALLS -TOILET ROOM, PET WASH, SEMIGLOSS UNLESS NOTED OTHERWISE IN FINISH SCHEDULE 1. COAT#1 SHERWIN-WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER, B28 SERIES (4 MIL WET, 1.0 MIL DRY). 2. COAT#2 SHERWIN-WILLIAMS PROMAR 20OZEROVOC INTERIOR LATEX SEMI -GLOSS, B31 SERIES (4 MIL WET, 1.5 MIL DRY). 3. COAT#3 SHERWIN-WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX SEMI -GLOSS, B31 SERIES (4 MIL WET, 1.5 MIL DRY). C. WOOD TRIM AND DOORS - LOW-ODOR/LOW VOC, LATEX BASED SEMI -GLOSS. 1. COAT#1 SHERWIN-WILLIAMS PREPRITE PROBLOCK LATEX, B51 SERIES (4 MIL WET, 1.4 MIL DRY). 2. COAT#2 SHERWIN-WILLIAMS PRO INDUSTRIAL ACRYLIC SEMI -GLOSS, B66 SERIES (6-12 MIL WET, 2.1-4.2 MIL DRY) 3. COAT#3 SHERWIN-WILLIAMS PRO INDUSTRIAL ACRYLIC SEMI -GLOSS, B66 SERIES (6-12 MIL WET, 2.1-4.2 MIL DRY) D. INTERIOR METAL DOORS, FRAMES, BOLLARDS, BUILDING COLUMNS NOT AT ROOF STRUCTURE, - LOW-ODOR/LOW VOC, LATEX BASED SEMI -GLOSS. 1. COAT#1 SHERWIN-WILLIAMS PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66 SERIES (5-10 MILS WET, 1.8-3.6 MILS DRY). 2. COAT#2 SHERWIN-WILLIAMS PRO INDUSTRIAL ACRYLIC SEMI -GLOSS, B66 SERIES (6-12 MIL WET, 2.1-4.2 MIL DRY) 3. COAT#3 SHERWIN-WILLIAMS PRO INDUSTRIAL ACRYLIC SEMI -GLOSS, B66 SERIES (6-12 MIL WET, 2.1-4.2 MIL DRY) E. EXTERIOR METAL DOORS, FRAMES AND BOLLARDS - SEMI -GLOSS ACRYLIC COATING. 1. COAT#1 SHERWIN-WILLIAMS PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-310 SERIES (5-10 MILS WET, 2-4 MILS DRY). 2. COAT#2 SHERWIN-WILLIAMS PRO INDUSTRIAL WATERBASED ALKYD URETHANE ENAMEL SEMI -GLOSS, B53 SERIES (4-5 MIL WET, 1.4-1.7 MIL DRY). 3. COAT#3 SHERWIN-WILLIAMS PRO INDUSTRIAL WATERBASED ALKYD URETHANE ENAMEL SEMI -GLOSS, B53 SERIES (4-5 MIL WET, 1.4-1.7 MIL DRY). F. METAL ROOF DECK- DRYFALL WATERBORNE TOPCOATS 1. PRIME AS NEEDED PER MANUFACTURERS INSTRUCTIONS 2. COAT#1 SHERWIN-WILLIAMS WATERBORNE ACRYLIC DRYFALL, FLAT, B42 SERIES (6-9 MILS WET, 1.5-2.3 MILS DRY) 3. COAT#2 SHERWIN-WILLIAMS WATERBORNE ACRYLIC DRYFALL, FLAT, B42 SERIES (6-9 MILS WET, 1.5-2.3 MILS DRY) END OF SECTION David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pi \N heat R W. i mg SEAL SEAL • i� nI/ • Y 1 DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I ZOW � u) w m z Q z_ 0 Lu U �J a 0 C7 O of=0 m 00 Q � U 0 inLu 0 Q> O 0=0= C -/)- LU LU DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I ZOW � u) w m z Q z_ 0 SECTION 102600 -WALL AND DOOR PROTECTION PRESSURE -INDICATING GAGE. HAVE AVAILABILITY OF PROPER EQUIPMENT TO PERFORM WORK 2. COMPLETE ANY MINOR PREP; SPALLING, DIVOTS, AND SMALL 2.2 MOUNTING BRACKETS WITHIN SCOPE OF THIS PROJECT ON A TIMELY BASIS. CRACKS USING 100% SOLIDS MIXED WITH CABOSIL AND TINTED APPLICATOR SHOULD HAVE SUCCESSFULLY PERFORMED A TO MATCH COLOR AS SCHEDULED. PART 1 - GENERAL A. MOUNTING BRACKETS: MANUFACTURER'S STANDARD GALVANIZED MINIMUM OF 20 PROJECTS OF SIMILAR SCOPE AND COMPLEXITY. STEEL, DESIGNED TO SECURE FIRE EXTINGUISHER TO WALL OR a. ASA SUBSTITUTE, A STRUCTURAL REPAIR PRODUCT WITH VERY HIGH 1.1 PRODUCTS STRUCTURE, OF SIZES REQUIRED FOR TYPES AND CAPACITIES OF B. MOCK-UP: ON SITE, PRIOR TO THE START OF THE POLISHED ADHESIVE AND TENSILE PROPERTIES SUCH AS METZER/MCGUIRE A. WALL GUARDS FIRE EXTINGUISHERS INDICATED, WITH PLATED OR RED CONCRETE FINISHING PROCESS. RAPID REFLOOR MAYBE USED. 1. PLASTIC CRASH RAIL WITH RETAINER CLIPS BAKED -ENAMEL FINISH. 1. REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING 3. ONCE PROFILE HAS BEEN ESTABLISHED APPLY PROSOCO SURFACE MOUNTED B. IDENTIFICATION: LETTERING COMPLYING WITH AUTHORITIES HAVING WORK OF THIS SECTION, INCLUDING THE CONTRACTOR, GEMTONE LIQUID DYE MIXING ONE (1) 12 -OUNCE COLOR PACKET a. JURISDICTION FOR LETTER STYLE, SIZE, SPACING, AND LOCATION. ARCHITECT, APPLICATOR, AND OWNER'S REPRESENTATIVE. PERI/2 GALLON OF WATER (COLOR AS SCHEDULED) USING A 2. MANUFACTURER: LOCATE AS INDICATED BYARCHITECT. 2. NOTIFYTHE ABOVE PARTIES ONE WEEK IN ADVANCE OF DATE HVLP SPRAYER AT 500 SF PER GALLON. a. CONSTRUCTION SPECIALTIES: SCR -50 ACROVYN 4000 1. IDENTIFY BRACKET -MOUNTED FIRE EXTINGUISHERS WITH THE AND TIME WHEN MOCK-UP WILL BE COMPLETED. 4. START COATINGS ONCE DYE HAS COMPLETELY DRIED: CRASH RAIL. INSTALLED PER MANUFACTURER'S WORDS"FIRE EXTINGUISHER" IN RED LETTER DECALS APPLIED 3. DEMONSTRATETHE MATERIALS, EQUIPMENT AND APPLICATION a. MIX AND APPLY FLOROSPARTIC ZERO CLEAR(BASECOAT) WITH RECOMMENDATIONS. COLOR: AS SPECIFIED ON DRAWINGS. TO MOUNTING SURFACE. METHODS TO BE USED FOR WORK SPECIFIED HEREIN IN FLAT OR 1/8" NOTCHED SQUEEGEE AND ROLL OUT AT 200-300 SF/GAL a. ORIENTATION: VERTICAL. PRE -APPROVED LOCATION APPROXIMATELY 50 SQ. FT. IN AREA b MIX AND APPLY FLOROSPARTIC ZERO CLEAR (TOPCOAT)WITH AFLAT CORNER GUARDS PART 3- EXECUTION OR AS DIRECTED BY THE ARCHITECT OR OWNER'S OR 1/8" NOTCHED SQUEEGEE AND ROLLOUT AT 200-300 SF/GAL. 1. SURFACE MOUNTED, RESILIENT, PLASTIC TYPE:4 FEET HIGH, REPRESENTATIVE. USING RETAINER CLIPS. 3.1 INSTALLATION 4. RETAIN APPROVED MOCK-UP DURING CONSTRUCTION AS A c. WHILE STILL WET, BROADCAST SIZE #46 ALUMINUM OXIDE AND 2. MANUFACTURER: A. EXAMINE FIRE EXTINGUISHERS FOR PROPER CHARGINGAND STANDARD FOR JUDGING THE COMPLETED WORK. AREAS MAY SHARKSKIN ATA RATIO OF 1:1 FOR ADDED SLIP RESISTANCE TAGGING. REMAIN AS PART OF THE COMPLETED WORK. C. WET AREA COATING APPLICATION PROJECT CONDITIONS: a. CONSTRUCTION SPECIALTIES: VA -250 ACROVYN 4000 CORNER GUARD. ACROVYN 4000 CRASH RAIL, INSTALLED PER MANUFACTURER'S 1. REMOVE AND REPLACE DAMAGED, DEFECTIVE, OR 1.02 DELIVERY, STORAGE AND HANDLING 1. MAINTAIN AMBIENT TEMPERATURE REQUIRED BY RECOMMENDATIONS. COLOR: AS SPECIFIED ON DRAWINGS. UNDERCHARGED FIRE EXTINGUISHERS. A. DELIVER MATERIALS IN ORIGINAL CONTAINERS, WITH SEALS MANUFACTURER 3 DAYS DURING, PRIOR, AND FOR 24 HOURS B. CART STOP B. INSTALL FIRE EXTINGUISHERS AND MOUNTING BRACKETS IN UNBROKEN, BEARING MANUFACTURER LABELS INDICATING BRAND AFTER INSTALLATION LOCATIONS INDICATED AND IN COMPLIANCE WITH REQUIREMENTS OF NAME AND DIRECTIONS FOR STORAGE. 2. APPLICATION MAY PROCEED WHILE AIR, MATERIAL AND 1. MANUFACTURER: ZAUTHORITIES HAVING JURISDICTION. SUBSTRATE TEMPERATURES ARE BE-RNEEN 60 F AND 90 F a. MCCUE CORPORATION, CART STOP SP (SUPER); PRODUCT B. STORECONCRETESIR ERNT SURFACENDED PROVIDING THE SUBSTRATE TEMP IS ABOVE THE DEW POINT #CSS -(LENGTH) -A-401. INSTALLED PER MANUFACTURER'S 1. MOUNTING BRACKETS: MM) ABOVE FINISHED PROTECTANT TREATMENT IN ENVIRONMET RECOMME IN ENVIRONMENT RECOMMENDED ON EXTING54 UISHER. FLOOR TO TOP OF FIRE EXTINGUISHER. MANUFACTURER'S PUBLISHED MANUFACTURER'S PRODUCT DATA SHEETS. 3. THE RH (RELATIVE HUMIDITY) IN THIS SPECIFIC LOCATION RECOMMENDATIONS. LENGTH AS INDICATED ON DRAWINGS. COLOR: FOF THE APPLICATION SHALL BE LESS THAN 75% AND THE SURFACE A AS SPECIFIED ON DRAWINGS. C. MOUNTING BRACKETS: FASTEN MOUNTING BRACKZETS TO 1. STORE CONTAINERS UPRIGHT IN A COOL, DRY, SURFACES, SQUARE AND PLUMB, AT LOCATIONS INDICATED. WELL -VENTILATED PLACE, OUT OF THE SUN WITH TEMPERATURE SHALL BE AT LEAST 5 F ABOVE THE DEW POINT. C. CART CARAL END OF SECTION TEMPERATURE BE-RNEEN 40 AND 100 DEGREES F (4 AND 38 4. THE APPLICATOR SHALL BE SUPPLIED WITH ADEQUATE 1. MANUFACTURER: DEGREES C). LIGHTING EQUAL TOTHE FINAL LIGHTING LEVEL DURING THE a. MCCUE CORPORATION, CART STOP GR (GUIDANCE RAIL); INSTALLED 2. PROTECT FROM FREEZING. PREPARATION AND INSTALLATION OF THE SYSTEM. PER MANUFACTURER'S RECOMMENDATIONS. LENGTH AS INDICATED SECTION 033543- SEALED AND POLISHED/DYED CONCRETE FINISHING D. SAFETY REQUIREMENTS: ON DRAWINGS. 3. STORE AWAY FROM OTHER CHEMICALS AND POTENTIAL SOURCES OF CONTAMINATION. 1. NON -RELATED PERSONNEL IN THE WORK AREA SHALL BE KEPT PART 1 -GENERAL TOA MINIMUM. 4. KEEP LIGHTS, FIRE, SPARKS AND HEATAWAY FROM END OF SECTION 1. 01 SUMMARY CONTAINERS. 2.05 CONTROL JOINTS A. SECTION INCLUDES: 5. DO NOT DROP CONTAINERS OR SLIDE ACROSS SHARP OBJECTS. A. CLEAN AND HONOR ALL CONTROL JOINTS THROUGHOUT WITH SECTION 102800 -TOILET BATH AND LAUNDRYACCESSORIES 1. GRINDING OF THE SLAB SURFACE TO RECEIVE CLEAR REACTIVE, 6. DO NOT STACK PALLETS MORE THAN THREE HIGH. METZER SPAL-PRO RS 88 POLYURIA JOINT FILLER (COLOR TO MATCH PENETRATING LIQUID HARDENER/DENSI FIER. FLOORING AS SCHEDULED). 2. APPLICATION OF CLEAR REACTIVE, PENETRATING LIQUID 7. KEEP CONTAINERS TIGHTLY CLOSED WHEN NOT IN USE. B. JOINTS WILL BE FILLED IN ONE PASS, FILLING FROM BOTTOM TO TOP, PART 1 GENERAL 1 07 HARDENER AND CONCRETE DYE. FIELD CONDITIONS SLIGHTLY OVERFILLING THE JOINT TO LEAVE A CROWNED PROFILE 1.01 SECTION INCLUDES A. ENVIRONMENTAL LIMITATIONS: THEN ALLOWED TO CURE. 3. PROGRESSIVELY POLISHING AND BURNISHING OF THE SLAB A. GRAB BARS. SURFACE TO ACHIEVE FINISH REQUIREMENTS. 1. COMPLYWITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR C. SHAVE OR RAZOR OFF ALL EXCESS NO SOONER THAN 2 HOURS AND 1.02 RELATEDSECTIONS 4. APPLICATION OF STAIN RESISTANT SURFACE TREATMENT. SUBSTRATE TEMPERATURE AND MOISTURE CONTENT, AMBIENT NO LATER THAN 24 HOURS AFTER INSTALLATION. AND HUMIDITY, VENTILATION, AND OTHER A. SECTION 061000 -FIRE RETARDANT WOOD BLOCKING AND CURBING:TEMPERATURE B. RELATED REQUIREMENTS CONDITIONS AFFECTING PERFORMANCE AND FINISHING CONCEALED SUPPORTS FOR ACCESSORIES, INCLUDING IN WALL PART 3 EXECUTION 1. SECTION 014000-QUALTITY REQUIREMENTS. REQUIREMENTS. FRAMING ANDPLATES. 2. SECTIZN 016000- PRODUCT REQUIREMENTS. B. CLOSE AREAS TO TRAFFIC DURING FLOOR APPLICATION AND AFTER 1.03 REFERENCES 3. SECTION 017300- EXECUTION. APPLICATION FOR TIME PERIOD RECOMMENDED IN WRITING BY 3.01 EXAMINATION 1.04 SUBMITTALS MANUFACTURER. A. EXAMINE SUBSTRATE WITH INSTALLER PRESENT FOR CONDITIONS A. SEE SECTION 013000 -ADMINISTRATIVE REQUIREMENTS, FOR 4. SECTION 017700 -CLOSEOUT SUBMITTALS. C. PREVENT DAMAGE BY THE AFFECTING PERFORMANCE OF FINISH. CORRECT CONDITIONS SUBMITTAL PROCEDURES. 5. SECTION 033000 -CAST -IN-PLACE CONCRETE. FLOORED OTHERPROTERAE DURING CO OTHER TRADES DURING FLOOR COMPLETION. DETRIMENTAL TO TIMELYAND PROPER WORK. NOTIFYTHE B. PRODUCTDATA: PROVIDE DATA ON ACCESSORIES DESCRIBING SIZE, 6. SECTION 079200 -JOINT SEALANTSD. TEMPERATURE LIMITATIONS PER MANUFACTURER'S REQUIREMENTS. ARCHITECT AND OWNER'S REPRESENTATIVE IN WRITING OF FINISH, DETAILS OF FUNCTION, ATTACHMENT METHODS. 1.02 REFERENCES CONDITIONS DETRIMENTAL TOTHE PROPER AND TIMELY COMPLETION E. APPLY WHEN AIR CONDITIONS ARE CALM TO MINIMIZE SURFACE OF THE WORK. 1.05 COORDINATION A. THE DATE OF THE STANDARD IS THAT IN EFFECT AS THE DATE OF TREATMENT CONTACTING SURFACE NOT INTENDED TO BE FINISHED. B. DO NOT BEGIN INSTALLATION UNTIL UNSATISFACTORY CONDITIONS A. COORDINATE THE WORK WITH THE PLACEMENT OF INTERNAL WALL RECEIPT OF BIDS FOR THE PROJECT. F. DO NOT APPLY TO FROZEN SUBSTRATE. ALLOW ADEQUATE TIME FOR ARE RESOLVED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF REINFORCEMENT TO RECEIVE ANCHOR ATTACHMENTS. B. LIVING BUILDING CHALLENGE (LBC). SUBSTRATE TO THAW, IF FREEZING CONDITIONS EXIST BEFORE SITE CONDITIONS AND RESPONSIBILITY FOR DEFECTIVE PART 2 PRODUCTS C. SCIENTIFIC CERTIFICATION SYSTEM (SCS) INDOOR AIR QUALITY GOLD APPLICATION. INSTALLATION CAUSED BY PRIOR OBSERVABLE CONDITIONS. 2.01 MANUFACTURERS CERTIFICATION. G. TEMPORARYHEAT: PER MANUFACTURER'S REQUIREMENTS. 3.02 PREPARATION A. REFER TO SCHEDULE ON DRAWINGS. D. NSF INTERNATIONAL/NON FOOD COMPOUND REGISTRATION. H. VENTILATION: PROVIDE ADEQUATE VENTILATION IN CONFINED OR A. CLEAN DIRT, DUST, OIL, GREASE AND OTHER CONTAMINANTS THAT B. OTHER ACCEPTABLE MANUFACTURERS: E. AMERICAN NATIONAL STANDARD INSTITUTE /NATIONAL FLOOR ENCLOSED AREAS IN ACCORDANCE WITH MANUFACTURER'S INTERFERE WITH PENETRATION OR PERFORMANCE OF SPECIFIED SAFETY INSTITUTE ANSI/NSFI B101.1 TEST METHOD FOR MEASURING INSTRUCTIONS. PRODUCT FROM SURFACES. USE APPROPRIATE CONCRETE 1. SUBSTITUTIONS: SECTION 016000 -PRODUCT REQUIREMENTS. WET SCOF OF COMMON HARD -SURFACE FLOOR MATERIALS PART 2 -PRODUCTS CLEANERS APPROVED BYTHE CONCRETE SURFACE TREATMENT PART EXECUTION F. ASTM INTERNATIONAL (ASTM): 2.01 MANUFACTURERS: MANUFACTURER WHERE NECESSARY. RINSE THOROUGHLY USING 3.01 EXAMINATION PRESSURE ATER SPRAYTO REMOVE CLEANER RESIDUES. ALLOW 1. C1028- STANDARD TEST METHOD FOR DETERMINING THE A. LATICRETE INTERNATIONAL, INC. SURFACES TVO DRY COMPLETELY BEFORE APPLICATION OF PRODUCT. A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK. STATIC COEFFICIENT OF FRICTION OF CERAMIC TILE AND OTHER B. PROSOCO B. VERIFY EXACT LOCATION OF ACCESSORIES FOR INSTALLATION. LIKE SURFACES BYTHE HORIZONTAL DYNAMOMETER B. REPAIR, PATCH AND FILL CRACKS, VOIDS, DEFECTS AND DAMAGED PULL -METER METHOD. C. FLOROCK AREAS IN SURFACEAS APPROVED BYTHE MANUFACTURER. ALLOW C. VERIFYTHAT FIELD MEASUREMENTS AREAS INDICATED ON D. D METZER/MCGUIRE REPAIR MATERIALS TO CURE COMPLETELY BEFORE APPLICATION OF DRAWINGS. 2. C1353 -STANDARD TEST METHOD FOR ABRASION RESISTANCE PRODUCT. 3.02 PREPARATION OF DIMENSION STONE SUBJECTED TO FOOT TRAFFIC USING 2.02 FLOOR FINISH FT -1: LATICRETE L & M AQUAPEL ROTARY PLATFORM DOUBLE -H EAD ABRASER A. GRIND FLOOR USING PLANETARY GRINDING MACHINE TO REMOVE C. VARIATIONS IN SUBSTRATE TEXTURE AND COLOR WILL AFFECT FINAL A. AND ROUGH -IN FRAMES TO SITE FOR TIMELY APPEARANCE AND SHOULD BE INSTALLDELIVER TSERTS INSTALLATION. 3. D523 -STANDARD TEST METHOD FOR SPECULAR GLOSS. ANY RESIDUAL FOREIGN MATERIALS THAT MAYBE PRESENT FROM OF AND POLISHING STEPS. OF SEALER/HARDENER SYSTEM AND THE POLISHING STEPS. B. PROVIDE TEMPLATES AND ROUGH -IN MEASUREMENTS AS REQUIRED. 4. D1308- STANDARD TEST METHOD FOR EFFECT OF HOUSEHOLD PREVIOUS FLOOR FINISHES. D. PROTECT SURROUNDING AREAS PRIOR TOAPPLICATION. IF PRODUCT CHEMICALS ON CLEAR AND PIGMENTED ORGANIC FINISHES. B. IF NEW CONCRETE IS PRESENT, THEN NO GRINDING WILL BE IS ACCIDENTALLY MISAPPLIED TO ADJACENT SURFACES, FLUSH WITH 3.03 INSTALLATION S. D - STANDARD TEST METHOD FOR PULL -OFF STRENGTH OF REQUIRED, APPLYSEALER AS SPECIFIED. WATER IMMEDIATELY BEFORE MATERIAL DRIES. A. INSTALL ACCESSORIES IN ACCORDANCE WITH MANUFACTURERS' COATINGS USING PORTABLE ADHESION TESTERS. C. ONLY MINOR PREP WILL BE REQUIRED; DEEP CRACKS, E. AVOID CONTACT IN AREAS NOT TO BE TREATED. AVOID CONTACT INSTRUCTIONS. 6. E96/96M METHOD B(WATER METHOD) - STANDARD TEST GRINDING ANY LEADING EDGES IF ANY ARERE EXP EXPOSED OR PRESENT. WITH METAL, GLASS AND PAINTED SURFACES. B. INSTALL PLUMB AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO METHODS FOR WATER VAPOR TRANSMISSZION OF MATERIALS. D. PREPARE SURFACE PER MANUFACTURER'S SPECIFICATION. F. APPLY SPECIFIED SEALANTS AND CAULKING AND ALLOW COMPLETE SUBSTRATE. 7. G154 -STANDARD PRACTICE FOR OPERATING FLUORESCENT 2.03 FLOOR FINISH FT -2: PROSOCO CONSOLI DECK SYSTEM CURING BEFORE APPLICATION OF PENETRATING CONCRETE C. MOUNTING HEIGHTS AND LOCATIONS: AS REQUIRED BY ULTRAVIOLET (UV) LAMP APPARATUS FOR EXPOSURE OF A. GRIND SURFACE WITH #50-80 METAL BOND HARDENER/DENSI FIER. ACCESSIBILITY REGULATIONS AND AS INDICATED ON DRAWINGS NONMETALLIC MATERIALS. B. TOOLING PROGRESS TO#150 HYBRID G. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN END OF SECTION 1.03 ADMINISTRATIVE REQUIREMENTS CORRECTED. C. TRANSITION INTO RESIN TOOLING FOR HONING STARTING AT#80 A. PRE -INSTALLATION MEETING: CONVENE BEFORE THE START OF WORK RESIN, PROGRESS TO#100 RESIN, THEN #200 RESIN 3.03 SLAB PROTECTION ON NEW CONCRETE SLABS, PATCHING OF EXISTING CONCRETE SLABS D. APPLY PROSOCO GEMTONE STAIN. COLOR AS SPECIFIED IN FINISH A. PROTECT FINISHED FLOORS TO PREVENT DAMAGE INCLUDING AND START OF APPLICATION OF CONCRETE FINISH SYSTEM. SCHEDULE. STAINING, GOUGES AND SCRATCHING BYCONSTRUCTION TRAFFIC 1. REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING AND ACTIVITIES UNTIL POSSESSION. WORK OF THIS SECTION, INCLUDING THE OWNER'S 1. ONCE PROFILE HAS BEEN ESTABLISHED APPLYCOLORPROSOCO SECTION 104416- FIRE EXTINGUISHERS REPRESENTATIVE CONTRACTOR ARCHITECT CONCRETE GEMTONE LIQUID DYE MIXING ONE 1 12 -OUNCE COLOR PACKET B. DO NOT DRAG OR DROP EQUIPMENT OR MATERIAL ACROSS THE SLAB PER 1/2 GALLON OF WATER USING A HVLP SPRAYER ER AT 500 SF WHICH WILL SCRATCH OR CHIP IT. PART 1 - GENERAL INSTALLER, AND APPLICATOR. MEETING SHOULD ONLY CONVENE WHEN REQUIRED PARTIES ARE PRESENT. PER GALLON. C. INSPECT TIRES FOR DEBRIS PRIOR TO USE ON SLAB. REMOVE 1.1 SUMMARY E. APPLY LS UNTIL REJECTION AT AN AVERAGE EMBEDDED ITEMS WHICH MAY CAUSE DAMAGE TO FLOOR SLAB. A. SECTION INCLUDES PORTABLE, HAND -CARRIED FIRE EXTINGUISHERS 2. REVIEW THE FOLLOWING: 650 SF P M I RATE OF 650 SF PER GALLON, MAINTAIN A WET FLOOR FOR NO LESS GALLON, D. CLEAN UP SPILLS ON SLAB IMMEDIATELY. PROVIDE CLEANING AND MOUNTING BRACKETS FOR FIRE EXTINGUISHERS. a. PHYSICAL REQUIREMENTS OF COMPLETED CZONCRETE SLAB AND THAN 15 MINUTES. ALLOW PRODUCT TO DRY BEFORE CONTINUING. CHEMICALS AND ABSORPTIVE MATERIALS. 1.2 QUALITY ASSURANCE SLAB FINISH. F. CONTINUE SURFACE HONING WITH #400 RESIN, END POLISH WITH E. DEVELOP CONCRETE PROTECTION PROCEDURE WHICH ADDRESSES A. NFPACOMPLIANCE: FABRICATE AND LABEL FIRE EXTINGUISHERS TO b. LOCATIONS AND TIME OF TEST AREAS. #800 RESIN. THE FOLLOWING PROCEDURES: COMPLY WITH NFPA 10, "PORTABLE FIRE EXTINGUISHERS" c. PROTECTION OF SURFACES NOT SCHEDULED FOR FINISH G. APPLY PROSOCO LS GUARD SEALER AT A RATE OF 2,000 - 3,000 SF A 1. COMMUNICATION OF PROTECTION PLAN TO SUBCONTRACTORS B. FIRE EXTINGUISHERS: LISTED AND LABELED FOR TYPE, RATING, AND APPLICATION. GALLON AND VENDORS. CLASSIFICATION BYAN INDEPENDENT TESTING AGENCY ACCEPTABLE d. SURFACE PREPARATION. H. APPLYSECOND COATAS NEEDEDAFTER FIRSTCOAT ISTACK FREE. 2. PROCEDURES FOR CLEANINGUP SLAB SPILLS, INCLUDING USE TOAUTHORITIES HAVING JURISDICTION. e. APPLICATION PROCEDURE. 1. HIGH SPEED BURNISH WITH 1500 GRIT DIAMOND IMPREGNATED PAD OF AND AVAILABILITYOF CLEANING CHEMICALS AND 1.3 WARRANTY f. FINAL APPEARANCE OF DYED CONCRETE. OR AUTO SCRUB WITH WHITE PAD TO REMOVE HAZE ABSORPTIVE MATERIALS AT SITE. A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH g. QUALITY CONTROL. J. LIGHT GRIND 250 SQUARE FEET FOLLOWED BY APPLYING PER F. PROVIDE A CLEAN SLAB USING CONCRETE MAINTENANCE CLEANER MANUFACTURER AGREES TO REPAIR OR REPLACE FIRE h. CLEANING. PENETRATING CONCRETE SEALER WITH A HVLP SPRAYER WITHIN AN AUTO SCRUBBER, EQUIPPED WITH SOFT NYLON BRUSHES, EXTINGUISHERS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN K. ALL FLOOR PATCH TO BE COMPLETED WITH RAPID REFLOOR XP IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SPECIFIED WARRANTY PERIOD. i. PROTECTION OF FINISH SYSTEM. RHINO GRAY 3.04 WARRANTIES: 1. FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: j. COORDINATION WITH OTHER WORK. L CPAA RATING: CLASS C LEVEL 3 A. FURNISH MANUFACTURERS STANDARD WARRANTY PROVIDING NFPA3. a. FAILURE OF HYDROSTATIC TEST 10. PRIOR TO ANY WORK, CONTRACTOR MUST CONDUCT A RH COVERAGE AGAINST FLOORING DELAMINATION FROM SUBSTRATE MOISTURE TEST. 2.04 FLOOR FINISH FT -3: PROSOCO FLOROCK HYBRID SYSTEM AND DEGRADATION OF SURFACE FINISH. b. FAULTY OPERATION OF VALVES OR RELEASE LEVERS. R RELEASE LE ERS. A. PROJECT CONDITIONS: 104 SUBMITTALS 2. WARRANTY PERIOD: MANUFACTURER'S STANDARD FORM AND . 1. MAINTAIN AMBIENT TEMPERATURE REQUIRED BY TERM. A. PRODUCT DATA: END OF SECTION MANUFACTURER 3 DAYS DURING, PRIOR, AND FOR 24 HOURS PART 2 -PRODUCTS 1. SUBMIT MANUFACTURER'S PRODUCT DATA SHEETS AND TESTED AFTER INSTALLATION. PHYSICAL AND PERFORMANCE PROPERTIES ON PRODUCTS TO 2.1 PORTABLE, HAND -CARRIED FIRE EXTINGUISHERS BE USED FOR THE WORK. 2 APPLICATION MAY PROCEED WHILE AIR, MATERIAL AND A. FIRE EXTINGUISHERS: TYPE, SIZE, AND CAPACITY FOR EACH SUBSTRATE TEMPERATURES ARE BE-RNEEN 60 FAND 90 FB. MOUNTING BRACKET INDICATED. VOC CERTIFICATION: SUBMIT CERTIFICATION THAT PRODUCTS PROVIDING THE SUBSTRATE TEMP IS ABOVE THE DEW POINT. FURNISHED COMPLY WITH REGULATIONS CONTROLLING USE OF 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH VOLATILE ORGANIC COMPOUNDS (VOC). 3. THE RH (RELATIVE HUMIDITY) IN THIS SPECIFIC LOCATION OF REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING THE APPLICATION SHALL BE LESS THAN 75%AND THE SURFACE PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK C. CERTIFICATES: TEMPERATURE SHALL BE AT LEAST 5 F ABOVE THE DEW POINT. INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. CERTIFICATES BY MANUFACTURER STATING THAT INSTALLER IS 4. THE APPLICATOR SHALL BE SUPPLIED WITH ADEQUATE a. ANSUL INCORPORATED, NCO INTERNATIONAL LTD. LISTED APPLICATOR OF SPECIAL CONCRETE FINISHES, AND HAS LIGHTING EQUAL TO THE FINAL LIGHTING LEVEL DURING THE COMPLETED THE NECESSARY TRAINING PROGRAMS. PREPARATION AND INSTALLATION OF THE SYSTEM. b. BUCKEYE FIRE EQUIPMENT COMPANY. D. FLOOR PROTECTION PLAN. B. SEE ON INSTALLATIONRUCTIS. c. LARSEN'S MANUFACTURING COMPANY. E. PROVIDE DOCUMENTATION STATING CONCRETE MOISTURE CONTENT ILL BE LEAKFOR FINISSPECH INSTRUCTIONS. NOTE EPDXY FINISH WILL BE CLEAR SO THAT THE NOTE SO THATITH d. MOON -AMERICAN. MEETS MANUFACTURER'S REQUIREMENTS. STAIN PREVIOUSLY APPLIED PER THE SPECIFICATION WILL TRANSFER e. PYRO-CHEM, TYCO SAFETY PRODUCTS. 1.05 QUALITY ASSURANCE THROUGH. FT -3 CONTAINS THE SAME PRODUCTS AS FT-2WITH THE 2. INSTRUCTION LABELS: INCLUDE PICTORIAL MARKING SYSTEM A. INSTALLER QUALIFICATIONS: ADDITION OF THE FLOROCK FLOROSPARTIC ZERO (AND #60 ALUM COMPLYING WITH N FPA 10, APPENDIX B. OXIDE/ SHARKSKIN GRIP). 1. APPLICATOR TO BE FAMILIAR WITH THE SPECIFIED B. DRYS H 10 WITHEEL REQUIREMENTS D THE METHODS NEEDED FOR PROPEAPPLICATOR 1. GRIND EXISTING -NEW CONCRETE WITH METAL BOND DIAMONDS TAINLEC, ATE B SEDTYPCHEMIUL-CAL CONTAINER, PHOSPHATE BASED CHEMICAL IN STAINLESS-STEEL CONTAINER, WITH I I PERFORMANCE OF WORK OF THIS SECTION. APPLICATOR MUST F #40 USINGA PLANETARY GRINDER 6/3/2021 9:11:35 AM David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl`N heat 0 R, W i BG/a'n9 SEAL �P4 / fff C040 co /'NS *I4 P�' S` �I r Lu U Q J a 0 "' O m � = Q 0 U LLI >O LLI v 0 C 0 of Q of < < 0 = rn = (n C'7 DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I DEMOLITION NOTES GENERAL: A. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, OR OTHERWISE FLOORING NOTES: INDICATED TO REMAIN THE LANDLORDS PROPERTY, DEMOLISHED MATERIALS SHALL BECOME 1. REMOVE ALL FLOOR COVERINGS AS REQUIRED IN THE DEMOLITION ZONE INCLUDING THE CONTRACTORS PROPERTY AND SHALL BE REMOVED FROM THE SITE WITH FURTHER UNLESS NOTED OTHERWISE. REMOVE ALL ADHESIVES, GROUT AND SETTING BEDS USING SHOT DISPOSITION AT THE CONTRACTOR'S DISCRETION. BLASTING, GRINDING, OR HAMMERING AS REQUIRED. LEAVE FLOOR SMOOTH, LEVEL, AND READY J TO RECEIVE NEW TENANT TREATMENT. B. COMPLY WITH GOVERNING REQUIREMENTS AND EPA NOTIFICATION REGULATIONS BEFORE STARTING DEMOLITION. COMPLY WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES 2. FILL ALL FLOOR PENETRATIONS NOT IN USE WITH GROUT SO THEY ARE LEVEL AND FLUSH HAVING JURISDICTION. WITH THE ADJACENT SLAB FLOOR. FEATHER GROUT TO MERGE ANY ABRUPT LEVEL CHANGES SO THE FLOOR IS FREE OF ANY IRREGULARITIES. C. OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF BUILDINGS/INTERIORS CO TO BE DEMOLISHED. PARTITION NOTES: 1. REMOVE PARTITION FINISH, STUDS, PLATES AND SILLS. LEAVE REMAINING MATERIAL WITH D. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON SITE WILL NOT BE PERMITTED. A CLEAN TERMINAL LINE AND NO LOOSE MATERIAL ADHERING. WHERE PARTITIONS HAVE BEEN INSTALLED ON CURBS, OR FILLED-IN AROUND PARTITION BASE, REMOVE CURBS AND PATCH E. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY FLOOR TO MATCH ADJACENT LEVEL. ELEMENT MIGHT RESULT IN A STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY O PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES DURING DEMOLITION. 2. PATCH AND REPAIR EXISTING EXPOSED WALLS, COLUMNS, AND OTHER SURFACES WHERE PARTITIONS OR OTHER ITEMS HAVE BEEN REMOVED AND WHERE CHIPPED, CRACKED, OR F. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM OTHERWISE DEFECTIVE. DEMOLITION ACTIVITIES. Q CEILING, ELECTRICAL, PLUMBING AND HVAC NOTES: G. UTILITY REQUIREMENTS: LOCATE, IDENTIFY, SHUT-OFF, DISCONNECT, AND SEAL OR CAP 1. REMOVE ALL OBSOLETE AND INACTIVE EXPOSED PIPES, CONDUITS, JUNCTION BOXES, OFF INDICATED UTILITY SERVICES SERVING STRUCTURES TO BE DEMOLISHED. DUCTS, SUSPENSION WIRES, PHONE AND OTHER MISCELLANEOUS CABLE CONSTRUCTION ITEMS. H. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT AND DISPOSE OF CHEMICALS, GASES, 2. CAREFULLY REVIEW PLANS AND DETERMINE LINES TO BE REMOVED AND THOSE TO REMAIN EXPLOSIVES, ACIDS, FLAMMABLES OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING ACTIVE OR TO BE REACTIVATED. PROTECT LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE WITH DEMOLITION OPERATIONS. INTERRUPTIONS OF LINES TO REMAIN. COORDINATE POWER OUTAGES WITH LANDLORD. I. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO INSURE MINIMUM 3. REMOVE FIXTURES AND EQUIPMENT AS INDICATED OR REQUIRED. WHEN INDICATED FOR INTERFERENCES WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED AND USED REUSE, PROTECT AND STORE AS DIRECTED AND IDENTIFY POINT OF REUSE FACILITIES. COMMENCE CLEAN UP AND RESTORE PROPERTY TO ORIGINAL CONDITION IMMEDIATELY. 4. EXISTING PLUMBING FIXTURE AND ASSOCIATED COMPONENTS TO BE REMOVED. REMOVE & CAP COLD WATER & VENT PIPING BACK TO MAIN IN AREA. CAP SANITARY PIPING BELOW FLOOR AND PATCH J. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE AND DAMAGE TO FLOOR TO MATCH EXISTING. REMOVE HOT WATER PIPING IN ITS ENTIRETY ADJACENT BUILDINGS, FACILITIES AND SITE IMPROVEMENTS TO REMAIN. ENSURE SAFE PASSAGE . OF PEOPLE AROUND DEMOLITION AREA. GENERAL NOTES K. PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING, BRACING, OR STRUCTURAL SUPPORT TO PRESERVE STABILITY, PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF BUILDINGS OR PORTIONS TO REMAIN. K. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON a. ONCE DEMOLITION IS COMPLETE, GC TO VERIFY ALL OVERALL DIMENSIONS, COLUMN ADJACENT SURFACES OR AREAS. LOCATIONS, COLUMN SIZES, ETC. GC TO PROVIDE PLAN WITH DIMENSIONS SHOWING INFORMATION TO ARCHITECT & PSP PROJECT MANAGER. PSP TO RECEIVE CONFORMATION L. PERFORM DEMOLITION AND REMOVAL OF EXISTING ITEMS AS REQUIRED TO ACHIEVE NEW DIMENSIONS WEEK TWO OF CONSTRUCTION. CONSTRUCTION. REMOVE ALL EXPOSED BRACKETS, PIPES, FASTENERS, SIGNS AND OTHER b. GC IS TO VERIFY INTERIOR FLOOR FINISH ELEVATION TO EXTERIOR GRADE PRIOR TO ARCHITECTURAL FEATURES FROM EXISTING SURFACES. DEMOLITION OF EXTERIOR WALLS FOR NEW DOORS. IF THEY ARE NOT FLUSH, NOTIFY ARCHITECT IMMEDIATELY. OPENING MAY BE REVISED TO ACCOUNT FOR THIS M. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL REQUIREMENTS. DISCREPANCY. 98'-5 3/4" Ill 98'-5 3/4" DEMOLITION PLAN CODED NOTES REMOVE EXISTING FLOORING. PREP EXISTING FLOOR AS NEEDED O FOR NEW FLOOR FINISH OVERLAY. PATH/FILL, AND LEVEL FLOOR AS REQUIRED TO PROVIDE SMOOTH LEVEL FLOOR FOR NEW FINISHES. TYPICAL THROUGHOUT SPACE. O INTERIOR PARTITIONS WALLS INCLUDING ALL DOORS AND FRAMES SHOWN DASHED TO BE REMOVED. 03 EXISTING STOREFRONT. REMOVE ALL GLASS FILM AND GRAPHICS ® REMOVE STOREFRONT CONSTRUCTION AS REQUIRED FOR NEW AUTOMATIC SIDE SLIDING ENTRY DOOR. 6 REMOVE ALL EXISTING PLUMBING FIXTURES, WATER HEATER. CAP ABANDONED SANITARY BELOW GRADE. REMOVE PORTION OF EXISTING EXTERIOR WALL AS REQUIRED © FOR NEW OVERHEAD DOOR. REFER TO SHEET A1.0 7 REMOVE EXISTING LIGHTING FIXTURES. TYPICAL THROUGHOUT SPACE. O REMOVE ALL EXISTING SA / RA DIFFUSERS AND GRILLES, ALL DUCTWORK, ALL DUCT AND VNETS ARE EXTERIOR REAR WALL. COORDINATE WITH MECHANICAL DRAWINGS O REMOVE ALL CEILING TILES AND GRID SYSTEM. REMOVE UNUSED PIPING, ELECTRICAL, CONDUITS, AND WALLS ABOVE CEILING, TYPICAL ENTIRE TENANT SPACE. o REMOVE EXISTING ROOF TOP HVAC UNITS. REFER TO MECHANICAL DRAWINGS FOR EXTENT. 11 EXISTING ELECTRICAL PANELS TO BE REMOVED. REFER TO ELECTRICAL DRAWINGS. 12 REMOVE COLUMN ENCLOSURE AND ANY HARDWARE, PREP COLUMN FOR NEW CLEAN AN EXPOSED TO VIEW PAINT FINISH 13 EXISTING SIDEWALK. 14 REMOVE PORTION OF EXISTING PAVEMENT AS REQUIRED FOR NEW ACCESSIBLE CURB RAMP REFER TO SHEET A1.0 16 REMOVE PORTION OF EXISTING PAVEMENT AS REQUIRED FOR NEW CONCRETE PAVEMENT REFEROT TO SHEET A1.0 s REMOVE PORTION OF EXISTING PAVEMENT OF SIDEWALK AS REQUIRED FOR NEW FROST SLAB REFER TO SHEET A1.0 17 REMOVE OVERHEAD GATES, SUPPORT POST AND REALTED COMPONENTS. e REMOVE ANY REMAINING RETAIL FIXTURES, RACKING AND CABINETS AND RELATED COMPONENTS i o i O SII IIS I o —1 II III 1 0° �1111� °o III -�11�---� �1 3 (5) \, (1 11 11� Ll 11� 111 1 ♦ FLOOR SLAB 11 T 12 � � I AREA TO BE REMOVED I 1 III 1 1 11 IIII 12 L -----------L COORDINATE 1 I 1 II � ---------------- TYPICAL m AND VERIFY WITH g 7 PLUMBING I ♦ 1a THROUGHOUT e 9 mu ! I 13 ROUTE AND 1 1 ♦ 11 1 1518 1�1 © p II INVERTS 1 1 1 Q 1j 4 TENANT SPACE 1 I - V INV 1?v 1L - � N ♦ ---� ♦ J -------------� io 16 15 - - - - - - - % \ - - - - - �- - - _�_ - - - - A _ _� - - - - - - - - - - - L� - - - - - - - - __ - - - ��_ � 1 1 i 11 I III I zO 2 L J 1 I i � i Ili l TYP 1 I � 11 i i1 i i ------------IJ 47'-3" ♦ ♦ — — — — — — — — — — — — J o ♦ i 3 3 3 3 13 O O O O O O 2LFLOOR SLAB DEMOLITION PLAN DEMOLITION PLAN o SCALE: 1/8" = V-0" SCALE: 1/8" = V-0" 6/3/2021 10:20:39 AM David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com p� Vd heat Pi LAI m I O G�Xdin9 c (I 1 00 00 Lu O J IZ Lu \ 0 Y CO CO QUO Lu V O � Lu V O �oU) 00 �I<� Q I CO 0 LU 00 LU cn c�� DATE ISSUE/REVISION 06-02-2021 BID PERMIT 0 ■ o' w CID z z 0 z Q o' D WALL LEGEND ROOT DEJ(DISACRK VSARIE�S 14'9''TO TO 13'-0" EXISTING Di 44 EXISTING BID PERMIT EXISTING WALL PSP COOED INAT ON 10. EXISTING 11. NEW CONCRETE FLOOR, SLOPED TOWARD DRAIN(S). 12. EXISTING -A- SLOPE _ EXISTING Q J 13. PHONE/DATA BOARD. EXTERIOR 14. STOREFRONT vq 1 0,6.. F9 STOREFRONT 8" REINFORCED CONCRETE PAVEMENT, SAWCUT EXISTING PAVEMENT. GYPSUM REFER TO DETAIL PATCH AND PREP TO 16. NOTUSED CONSTRUCTION NOTUSED EXISTING CONSTRUCTION NOTUSED Lu (9 ONE SIDE WALL LEGEND NOTES. WALL PATCH AND PREP FRP FROM FLOOR TO 48"A.F.F. BEHIND FISH/ANIMAL UNITS. i/ _ L/L BOARD A LEVEL 4 GYPSUM 1 � CL 0 >_> 2 LAVERS OF 5/8" GYP. BOARD 1. MOISTURE RESISTANT GYPSUM BOARD TO BE USED IN PUBLIC PET >_ TO A LEVEL 4BOARD t� C7 CEILING OVER ONE SIDE OF ISOMAX WASH, GROOMERS BATHING, RESTROOM AND BEHIND FRP PANELS. DEMISING FROM 10'-0" TO CLIPS, FURRNG CHANNELS 5/8° THICK DENS -SHIELD BACKER TO BE USED IN LIEU OF GYPSUM GYPSUM BOARD WALL UNDERSIDE OF ROOF CEILING AND 6° x zo GA METAL BOARD BEH IND WALL TILE. CEILING FROM ---- TSTUDO FRAMING AT 1s° oc. To z. G . To REFERENCE REFLECTED CEILING PLAN FOR CEILING 10'-0" TO DECK AT ALL BOTH SIDES: BOTTOM of ROOF DECK OVER HEIGHTS. UNDERSIDE OF EXPOSED TO VIEW 5/8" GYP. BOARD OVER EXISTING CONSTRUCTION. 3. PROVIDE LEVEL 4 FINISH TO ALL EXPOSED NEWWALLS. ROOF DECKAT ALL ONE SIDE: EXISTING SALES AREAS 3 5/8"x 20 GA METAL STUD NEWS STUDSARE NOT 4. SEE DETAIL 05/A8.0 & 06/A8.0 FOR DETAIL AND SPACING of EXPOSED TO VIEW 5/8" GYP. BOARD OVER FRAMING ATTACHED To EXIS TOO WALL CONTROL JOINTS IN GYPSUM BOARD WALLS. SALES AREAS METAL STUD FRAMING BOTH SIDES: BOTH SIDES (6" AT WALLS NOTED ON C4 WALL PROVIDE SOUND 5. ALL WALLS To BE TAPED, SANDED AND READY To RECEIVE NEW OVER MASONRY AT SILL ONE SIDE. EXISTING GYP. 5/8" GYP. BOARD OVER PLANS) AT 16" O.C. TO 6" ONE SIDE. ATTENUATING BATTS FULL HT. BOTH SIDES: BOTH SIDES FINISHES. WALL. INSTALL NEW 5/8" 5/8° GYP. BOARD OVER ONE BOARD OVER 3 5/8" x 20 GA METAL STUD ABOVE FINISHED CEILING 5/8° GYP. BOARD OVER ONE COX WALL DOES NOT HAVE 5/8" GYP. 5/8" GYP, 6. REFER To METAL STUD SCHEDULE ON SHEET C4.o FOR GA. PATCH AND PREP GYPSUM BOARD OVER SIDE of 3 s/a° GA METAL STUD FRAMING AT i6" O.C. TO AND TO BOTTOM OF SIDE of 3 s/a° xzo GA BRACING INSULATION TAPE AND SAND ]. REFER TO FLOOR PLAN FOR IN WALL STEEL POST BRACING. BOARD OVER BOARD OVER WALL FOR NEW EXISTING METAL STUD RA METAL sru0 FRAMING AT FRAMING TO BOTTOM OF ROOF DECK ROOF DECK WHEN OPEN METAL sru0 FRAMING AT FOR LEVEL 4 FINISH 8 REFER To DETAILS ON SHEET Azo FOR SPECIFIC WALL FINISH 3 5/8" 20 GA. 3 5/8" 20 GA. FINIHES WHERETO FRAMING FROM TOP OF 16° O.C. To BOTTOM of BOTTOM OF ROOF WHERE OPEN TO TO STRUCTURE 16° O.C. To BOTTOM of DETAILS. REFER To WALL DETAILS ON METAL STUD METAL STUD AROUND INTERIOR AND EXTERIOR OF SHEET AS0 9. PROVIDE WALLN STOREFRONT TO BOTTOM ROOF DECK OVER DECK. RECONDITION S. ROOF DECK OVER STOREFRONT FRAMINGTO FRAMINGTO EXISTING sroREFRONT/wINDowsysTEM. EX REMAIN EXPOSED OF ROOF DECK. TAPE AND EXISTING CONSTRUCTION. HR. ASSEMBLY OCCURS. OCCURS. TAPEAND TAPE AIO SANDF TAPE AND SAND FOR EXISTING CONSTRUCTION. TOTAL wnu AsseMBLvwITH 3'-6"A.F. F. 4'-0"A.F. F. 1o. EXTEND sruos AND GYPSUM BOARD TO uIVDERSDEOFROOF FINISH TO VIEW SAND FOR LEVEL 4 FINISH TAPE AND SAND FOR LEVEL PER UL U419 SAND FOR LEVEL 4 FINISH. LEVEL 4 FINISH. TAPE AND SAND FOR LEVEL AIRSPACE 9 f WIDE SEE NOTE 7 SEE NOTE 7 DECK WHERE NEEDED. FLOOR 4 FINISH 4 FINISH e Ai A2 4 B1 GENERALNOTES NO COLUMN BUMP OUTS ARE PERMITTED ALONG PERIMETER SALES FLOOR WALL DUE TO RACKING REQUIREMENTS. G.C. TO VERIFYALL PERIMETER WALLS ARE FLUSH UNLESS NOTED OTHERWISE. G.C. TO NOTIFYARCHITECT IF ADDITIONAL WALLS NEED TO BE CONSTRUCTION TO ACHIEVE FLUSH SALES FLOOR PERIMETER WALLS. G.C. TO VERIFYALL OVERALL DIMENSIONS, COLUMN LOCATIONS, COLUMN SIZES, ETC. ONCE DEMOLITION IS COMPLETED. G.C. TO PROVIDE PLAN SHOWING GATHERED DIMENSIONS TOARCHITECT OF RECORD AND PSP PROJECT MANAGER. PSP TO RECEIVE CONFIRMATION DIMENSIONS ON WEEK 2 OF CONSTRUCTION. G.C. TO PROVIDE ANYNECESSARY FLOOR LEVELING AND PATCHING AS REQUIRED FOR INSTALLATION OF NEW FLOOR FINISHES. NOTE: G.C. TO REPAIR / REPLACE ANY GYP. BOARD AS NECESSARY FOR GYPSUM BOARD MUST BE CUT TO FIT FLUSH SURFACE ON ALL WALLS. THE GROOVES OF THE ROOF DECKING ROOFDECKAND CONSTRUCTION SECURE TOP TRF ROOF DECK FLUi PERPENDI( TO METAL PROVIDE FIRE CAULK OVER FIRE SAFING INSULATION AT VOIDS AT DECK. ADHERE TO MANUFACTURER'S LIMITATIONS TO MAINTAIN FIRE RATING. SECURE TOP TRACKTO ROOF DECK FLUTES PARALLEL TO METAL DECK PROVIDE FIRE CAULK OVER FIRE SAFING INSULATION AT VOIDS AT DECK. ADHERE TO MANUFACTURER'S LIMITATIONS TO MAINTAIN FIRE RATING. OPEN SPACE MIN 1 1/4" 3"X6"X16 GA. TOP TRACK OR 3"X6" BENT METAL PLATE AS INDICATED. 3/4" GAP IN GYPSUM BOARD TO PERMIT FREE MOVEMENT OF ROOF DECK DO NOT TAPE TOGETHER. TOP TRACK OF STUD WALL SET TO ALLOW FREE MOVEMENT OF ROOF STRUCTURE AT WALL FRAMING AND FINISHES. TYPE'X' GYPSUM BOARD EACH SIDE. ROOFDECKAND CONSTRUCTION OPEN SPACE MIN 1 1/4" 3"X6"X16 GA. TOP TRACK OR 3"X6" BENT METAL PLATE AS INDICATED. 3/4" GAP IN GYPSUM BOARD TO PERMIT FREE MOVEMENT OF ROOF DECK DO NOTTAPE TOGETHER. TOP TRACK OF STUD WALL SET TO ALLOW FREE MOVEMENT OF ROOF STRUCTURE AT WALL FRAMING AND FINISHES. TYPE'X' GYPSUM BOARD EACH SIDE. DETAIL 03 PARTITION AT ROOF DECK 1 1/2" =1'-0" METAL STUD FRAMING WITH GYPSUM BOARD EACH SIDE METAL CHANNEL RUNNER AT METAL STUD WALL WITH 3/16" ANCHORS AT4'-0" O.C. (RAMSET I.C.B.O. #1639 OR APPROVED EQUAL) BASE MOLDING. SEE FINISH SCHEDULE FINISH FLOOR SLAB. REFER TO FINISH SCHEDULE NOTES: 1. SEE FLOOR PLAN FOR LOCATION OF WALL INSULATION. 2. SEE FLOOR PLAN FOR LOCATION OF FIRE RATED WALLS. 3. REFER TO PLANS TO GYPSUM BOARD & WALL SHEATHINGTYPES DETAIL 02 PARTITION AT FLOOR 1 1/2" =1'-0" 8/14/2021 4:50:24 AM C1<0> C2 C3 CODED NOTES 1. EXISTING SIDEWALK. 2. NEW ACCESSIBLE CURB RAMP. REFER TO DETAIL 03/A8.0. 3. OVERHEAD DOOR. PROVIDE LINTEL AS NOTED ON DETAILS. REFER TO HARDWARE SCHEDULE FOR DOOR SPECIFICATION. REFER TO DETAILS ON SH E ET A9.0. 4. BOLLARD, REFER TO 07/A8.0&08/A8.0. 5. VINYL CORNER GUARD TO 48" AFF. REFER TO DETAIL I0/A8.0. 6. EXISTING BUILDING COLUMN. REMOVE ALL FURRING, HARDWARE, CLEAN, PREP AND PAINT P-1, SEMIGLOSS, TYP. 7. INSTALL FIRE RETARDANT 2x CLEATS TO WALL BEHIND PERIMETER RACKING. REFER TO ELEVATIONS FOR MOUNTING HTS. AND LENGTHS. 8. 4 -A60 -BC MULTI-PURPOSE 10 -LB. FIRE EXTINGUISHER. 9. 4'-0" x 12'-0" FROST SLAB. SEE DETAIL 02/A8.0. 1 9853/4" 35'-8" 31'-6" � 73/4" EXTEND LEVEL FINISH FROM EXIS ING CEILING ( NOMINAL 10'-0"AFF)TO ROOF DECK 695" SOUND UNINSULATED WALL 5'-0" 3'-0" 4'-6" 4'-6" 4'-6" ADJACENT TENANT SPACE Bi 22 7 C4 _ A2 /Azo NEW SOUND WALL 9' WIDTH 5 REFER TO DETAILS 0 o Al o LL 2 26 a 0 6 SALES m 5 Q EXISTING CONCRETE SLAB G ON GRADE REFER TO z 9 8 o DETAIL 1/A8.0 FOR SLAB o ALIGN WITH �• A2 m REPAIR DETAIL z - 01'.. PARKING SPACE 0 0 LL 04 w 0 A6.0 z D 0 m �® 5 w � 01 03 AA) --o A6.0 _ A6.0 _ uu 01 6 A6.0 01 � 22 A5.0 A2 21. FRP ALONG FACE OF SERVICES WALLS. REFER TO INTERIOR ELEVATIONS. 22. EXISTING GLASS AND ALUMINUM STOREFRONT TO REMAIN 23. REMOVE STOREFRONT DOORS AND TRANSOM, NEW GLASS AND ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING STOREFRONT. PROVIDE NEW BREAK FORM ENCLOSURE AT JAMB TO MATCH STOREFRONT FINISH. 24. EXISTING ELECTRICAL SERVICE 25. LOCATION FOR TANKLESS WATER HEATER. MOUNT PLUMBING ON FIRE RETARDANT PLYWOOD BOARD. REFER TO PLUMBING AND INTERIOR ELEVATIONS. 26. CHROME CART CORRAL. REFER TO DETAIL 11/A8.0 & 12/A8.0 27. EXISTING HOLLOW METAL EXTERIOR DOOR AND FRAME, WELD SHUT, SEAL WEATHER AND WATER TIGHT. INFILL INTERIOR OPENING WITH a' GYPSUM BOARD OVER METAL STUDS, SET INTERIOR FACE FOR GYPSUM BOARD FLUSH WITH INTERIOR FACE OF MASONRY WALL. 28. HAIR INTERCEPTOR IN FLOOR, REFER TO PLUMBING DRAWINGS 315 3/4" � 5" 19-10" --- -- - -- 28'-0' SOUND INSULATEDWALL B1 1 1 02 1 1 D2 1 _6 21 D1 PUBLIC 1 PET WASH 04 1 1 D1 1 21 � 09 I 1 BATHROOM _6 1 _ 5 C1 f ! os 1 8 1 OFFICE OS � 5 1 <A2>� 1 C3 GROOMING 71/4 7 1/4" HOLDING/ BATHING 0 m 25 REFER TO ENLARGED PLAN DETAILS �-ON A40 EXTEND LEVEL FINISH FROM EXISTING o I CEILING (NOMINAL 10'-0" AFF) TO ROOF 0 I DECK 0 1 1 1 Al 1 \ 1 INFILL OPEN ING WITH GYPSUM BOARD OVER METAL STU D WALL 10'-0" EXISTING 1 CONCRETE 1 STEP 1 p'-6^ 8 1 VERIFY Di 44 D2 BID PERMIT 06-20-2021SOUND WALL PSP COOED INAT ON 10. 4'-0" x 4'-0" FROST SLAB. SEE DETAIL 02/A8.0. 11. NEW CONCRETE FLOOR, SLOPED TOWARD DRAIN(S). 12. LOCATION FOR AQUARIUM FILTRATION EQUIPMENT. MOUNT 36" AFF. ON -A- SLOPE _ FIRE RETARDANT PLYWOOD BOARD. Q J 13. PHONE/DATA BOARD. 14. ELECTRICAL SERVICE PANELS. vq 1 0,6.. F9 15. 8" REINFORCED CONCRETE PAVEMENT, SAWCUT EXISTING PAVEMENT. VERIFY REFER TO DETAIL 00 O 16. NOTUSED 17. NOTUSED EXISTING 18. NOTUSED Lu (9 19. NOTUSED 20. FRP FROM FLOOR TO 48"A.F.F. BEHIND FISH/ANIMAL UNITS. i/ 9853/4" 35'-8" 31'-6" � 73/4" EXTEND LEVEL FINISH FROM EXIS ING CEILING ( NOMINAL 10'-0"AFF)TO ROOF DECK 695" SOUND UNINSULATED WALL 5'-0" 3'-0" 4'-6" 4'-6" 4'-6" ADJACENT TENANT SPACE Bi 22 7 C4 _ A2 /Azo NEW SOUND WALL 9' WIDTH 5 REFER TO DETAILS 0 o Al o LL 2 26 a 0 6 SALES m 5 Q EXISTING CONCRETE SLAB G ON GRADE REFER TO z 9 8 o DETAIL 1/A8.0 FOR SLAB o ALIGN WITH �• A2 m REPAIR DETAIL z - 01'.. PARKING SPACE 0 0 LL 04 w 0 A6.0 z D 0 m �® 5 w � 01 03 AA) --o A6.0 _ A6.0 _ uu 01 6 A6.0 01 � 22 A5.0 A2 21. FRP ALONG FACE OF SERVICES WALLS. REFER TO INTERIOR ELEVATIONS. 22. EXISTING GLASS AND ALUMINUM STOREFRONT TO REMAIN 23. REMOVE STOREFRONT DOORS AND TRANSOM, NEW GLASS AND ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING STOREFRONT. PROVIDE NEW BREAK FORM ENCLOSURE AT JAMB TO MATCH STOREFRONT FINISH. 24. EXISTING ELECTRICAL SERVICE 25. LOCATION FOR TANKLESS WATER HEATER. MOUNT PLUMBING ON FIRE RETARDANT PLYWOOD BOARD. REFER TO PLUMBING AND INTERIOR ELEVATIONS. 26. CHROME CART CORRAL. REFER TO DETAIL 11/A8.0 & 12/A8.0 27. EXISTING HOLLOW METAL EXTERIOR DOOR AND FRAME, WELD SHUT, SEAL WEATHER AND WATER TIGHT. INFILL INTERIOR OPENING WITH a' GYPSUM BOARD OVER METAL STUDS, SET INTERIOR FACE FOR GYPSUM BOARD FLUSH WITH INTERIOR FACE OF MASONRY WALL. 28. HAIR INTERCEPTOR IN FLOOR, REFER TO PLUMBING DRAWINGS 315 3/4" � 5" 19-10" --- -- - -- 28'-0' SOUND INSULATEDWALL B1 1 1 02 1 1 D2 1 _6 21 D1 PUBLIC 1 PET WASH 04 1 1 D1 1 21 � 09 I 1 BATHROOM _6 1 _ 5 C1 f ! os 1 8 1 OFFICE OS � 5 1 <A2>� 1 C3 GROOMING 71/4 7 1/4" HOLDING/ BATHING 0 m 25 REFER TO ENLARGED PLAN DETAILS �-ON A40 EXTEND LEVEL FINISH FROM EXISTING o I CEILING (NOMINAL 10'-0" AFF) TO ROOF 0 I DECK 0 1 1 1 Al 1 \ 1 INFILL OPEN ING WITH GYPSUM BOARD OVER METAL STU D WALL 10'-0" EXISTING 1 CONCRETE 1 STEP 1 p'-6^ 8 1 VERIFY W ACCESSIBLE / FROM D LEVEL EXISTING FINISH 10 Ai Ai Ai PARKING FROM EXISTING CEILING ( -INDICATES GLASS FILM 1 SPACE, NOMINAL10'-0"AFF)Tp INSTALLED AT INTERIOR � STRIPING CURB FACE OF GLASS RAMP AND SIGN SHALL REMAIN 15-73/4" 47-01/2" '-13/4" 1'3/4" 8'-2" 5" 6'-03/4" 5'-71/4" 1 1 EXTEND LEVEL FINISH FROM EXISTING 1 CEILING (NOMINAL 10'-0" AFF)TOROOFDECK 351/4" 9853/4" A5.0 FLOOR PLAN 1/8" =1'-0" David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C In9g SEAL m 5 0 06-02-2021 BID PERMIT 06-20-2021SOUND WALL PSP COOED INAT ON 08-13-2021 Lu -A- SLOPE _ 0 0^ Q J mommomm 0- vq 1 0,6.. F9 co co O oY VERIFY m J_ 00 O Ai EXISTING Lu (9 CONCRETE m Lu 0 LANDLORD WALKAND i/ _ L/L - ROOM NIC CURB Q 1 � CL 0 >_> >_ (n t� C7 W ACCESSIBLE / FROM D LEVEL EXISTING FINISH 10 Ai Ai Ai PARKING FROM EXISTING CEILING ( -INDICATES GLASS FILM 1 SPACE, NOMINAL10'-0"AFF)Tp INSTALLED AT INTERIOR � STRIPING CURB FACE OF GLASS RAMP AND SIGN SHALL REMAIN 15-73/4" 47-01/2" '-13/4" 1'3/4" 8'-2" 5" 6'-03/4" 5'-71/4" 1 1 EXTEND LEVEL FINISH FROM EXISTING 1 CEILING (NOMINAL 10'-0" AFF)TOROOFDECK 351/4" 9853/4" A5.0 FLOOR PLAN 1/8" =1'-0" David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C In9g SEAL m DATE ISSUE/REVISION 06-02-2021 BID PERMIT 06-20-2021SOUND WALL PSP COOED INAT ON 08-13-2021 Lu Q J mommomm 0- C) co co O oY Q m J_ 00 O Lu (9 0 Lu 0 0 i/ 0 L/L VLu Q � CL 0 >_> >_ (n > C7 DATE ISSUE/REVISION 06-02-2021 BID PERMIT 06-20-2021SOUND WALL PSP COOED INAT ON 08-13-2021 PLAN REVIEW COMMENTS mommomm O w m z Q z 0 O O 6/3/2021 9:11:54 AM CODED NOTES 1. INSTALL 2x FIRE RETARDANT CLEATS TO WALL BEHIND PERIMETER RACKING. REFER TO ELEVATIONS FOR MOUNTING HTS. AND LENGTHS. 2. MCCUE CARTS -FOP, CS -1. LENGTHS AS NOTED. GC TO VERIFY LENGTHS PRIOR TO ORDERING. SEE SPECIFICATION ON SHEET A9.1. REFER TO DETAIL 09/A8.2. 3. NOT USED 4. CHROME CART CORRAL. REFER TO DETAIL 11/A8.0 & 12/A8.0. 5. TACTILE SIGNAGE. REFER TO DETAIL 09/A8.0. 6. WALL MOUNTED HAND SANITIZERS. 7. CHECKOUT COUNTERS. ANCHOR TO FLOOR WITH FIRE RETARDANT TREATED 2x CLEATS SECURED TO FLOOR SLAB. REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS. 8. AQUARIUM EQUIPMENT. REFER TO ELECTRICAL DRAWINGS AND ELEVATIONS FOR POWER REQUIREMENTS. 9. 2" EMT POWER POLE. POLE TO EXTEND TO UNDERSIDE OF ROOF STRUCTURE. SECURE POLE TO CASH WRAP AND ROOF STRUCTURE. DO NOT PAINT, EMT TO REMAIN RAW STEEL. 10. FLOOR TRANSITION TO BE FLUSH, REFER TO DETAIL 14/A8.0 11. NOT USED 12. WELCOME BOARD PROVIDED BY PSP, INSTALLED BY PSP. 13. COMMUNITY BOARD 14. NON -SLIP FLOOR FINISH, REFER TO FINISH SCHEDULE SHEET A9.1 FOR ADDITIONAL INFORMATION David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C i In9 D�g`oc SEAL DATE IISSUE/REVISION 06-02-2021 I BID PERMIT z Q J D_ H LU 06 LU x x LL O Lu Q l_lL_I i CO O oY Q m °° ry T C/) aCy)�Q� C:) � =c 0 )� DATE IISSUE/REVISION 06-02-2021 I BID PERMIT z Q J D_ H LU 06 LU x x LL O ROOF GENERAL NOTES A. PAINT ALL NEW AND EXISTING GAS PIPING ON ROOF. B. PROVIDE CRICKETS ON BACKWATER SIDE OF ALL NEW ROOFTOP EQUIPMENT CURBS. C. PATCH ALL RUSTED ROOF DECKING WITH NEW ROOF DECKING TO MATCH EXISTING. PREP DECKING FOR NEW PAINTED FINISH. D. PATCH ALL ABANDONED ROOF DECK OPENINGS (I.E. REMOVED RTU'S, EXHAUST SYSTEMS, ETC.) WITH NEW ROOF DECKING TO MATCH EXISTING. NO ROOF OPENINGS ARE PERMITTED. 03 1 DRYWALL SUSPENSION CROSS CHANNEL DETAIL CROSS CHANNELS ANGLE MOLDING GYPSUM BOARD— SCREW INTO CEILING PANEL MOLDINGAT PERIMETER 4NNEL SCALE: 1" =1'-0" 02 DRYWALL � PERIMETER DETANL ION SYSTEM SCALE: 1"=1'-0" 6/3/2021 9:12:01 AM —11-u ALTA ) I — 11 0" AF GENERALNOTES A. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE. B. REFER TO FINISH SCHEDULE FOR CEILING TYPES. C. ELECTRICAL CONTRACTOR TO BE RESPONSIBLE FOR ALL LOCAL CODE REQUIREMENTS CONCERNING SEISMIC BRACING AND LATERAL SUPPORT REQUIREMENTS. D. COORDINATE EXIT SIGNS LOCATIONS/H EIGHTS WITH LOCAL FIRE MARSHAL. G.C. TO VERIFY THAT EXIT SIGNS WILL NOT INTERFERE WITH TENANTS INTERIOR GRAPHICS OR LIGHTING. E. G.C. IS RESPONSIBLE FOR STRAIGHTEN ING/RE-ALIGNING LIGHTING ROWS AFTER FIXTURES INSTALLATION IS COMPLETED. F. ROUTE ALL WATER, GAS, VENT PIPING IN JOIST SPACE OR TO IMMEDIATE UNDERSIDE OF JOIST. MODIFY ANY EXISTING UTILITIES AS REQUIRED. G. MODIFY EXISTING SPRINKLER SYSTEM AS REQUIRED TO OBTAIN LIGHTING HEIGHTS AS SHOWN AND AVOID ANY OTHER ELECTRICAL, MECHANICAL, AND PLUMBING SYSTEMS AS SHOWN ON THESE CONSTRUCTION DRAWINGS. H. CEILING, LIGHTING, ETC. SUPPORTING SYSTEMS SHALL ATTACH TO STRUCTURAL MEMBERS ONLY, ARE NOT PERMITTED TO BE ATTACHED TO ROOF DECKING, BRIDGING OR WIND BRACING, AND SHALL COMPLY WITH SEISMIC ZONING BRACING REQUIREMENTS. DESIGN OF THE SUPPORTING SYSTEM IS TO FOLLOW THE MANUFACTURERS INSTALLATION REQUIREMENTS AND IS THE CONTRACTORS RESPONSIBILITY. I. ANY EXISTING CEILING ITEMS THAT ARE TO REMAIN IN OPERATION (FOR EXAMPLE: EXISTING ROOF DRAINAGE PIPING, EXISTING GENERAL PIPING, EXISTING CON DUITS, EXISTING DUCT WORK OR ANY OTHER EXISTING BUILDING SYSTEM ELEMENTS) ARE TO BE RAISED AS REQUIRED FOR LIGHT FIXTURE INSTALLATION. G.C. TO COORDINATE AS REQUIRED. J. IF THE EXISTING TENANT SPACE WAS FORMALLYA RESTAURANT CLEAN THE ROOF DECKAT OLD GREASE HOOD/EXHAUST LOCATIONS IN PREPARATION FOR NEW PAINTED ROOF DECK FINISH. K. EXISTING SPRINKLER SYSTEM (MAINS, BRANCH LINES, ETC.) TO BE RAISED IN THE JOIST SPACE TOAVOID ALL OTHER SYSTEMS (LIGHT FIXTURES, DUCT 4'_0" 4'_0" 9._0.. 9._0.. 9._0.. 11'-0" AFF WORK, ETC.). LIGHT FIXTURE HEIGHTS GOVERN OVER ALL MECHANICAL, ELECTRICAL AND PLUMBING SYSTEM HEIGHTS. MODIFY SPRINKLER SYSTEM AS REQUIRED FOR NEW WALL LAYOUT AND NEW MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SHOWN ON THE CONSTRUCTION DOCUMENTS. TURN HEADS UP AND PAINT LINES PER THE FINISH SCHEDULE WHEN EXPOSED TO VIEW CONDITIONS OCCUR. L. NEW SPRINKLER SYSTEM (MAINS, BRANCH LINES, ETC.) TO BE INSTALLED IN THE JOIST SPACE TOAVOID ALL OTHER SYSTEMS (LIGHT FIXTURES, DUCT WORK, ETC.). LIGHT FIXTURE HEIGHTS GOVERN OVER ALL MECHANICAL, ELECTRICAL AND PLUMBING SYSTEM HEIGHTS. COORDINATE INSTALLATION WITH ANYNEW MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SHOWN ON THE CONSTRUCTION DOCUMENTS. TURN HEADS UP AND PAINT LINES PER THE FINISH SCHEDULE WHEN EXPOSED TO VIEW CONDITIONS OCCUR. 9853/4" 78-23/4" 9._0.. 23 1,0" AFF m 13 9._0.. SALES AREA TYPICAL AT SALES AREA 9._0.. 3/8" _ 5'-2 3/8" PUBLIC — 15 PET WASH 25 0 11,0"AFI 19 YBATHROOM 23r-7 CODED NOTES 1. OPEN TO STRUCTURE ABOVE. PAINT EXPOSED STRUCTURE, CONDUIT, PIPING HANGERS DUCTWORK ETC. ACCORDING TO FINISH SCHEDULE. ALL NEW EXPOSED DUCTWORK TO BE PROVIDED WITH PAINT GRIP FINISH. 2. OPEN TO STRUCTURE ABOVE. 3. GYPSUM BOARD CEILING @8'-0" AFF .5/8" MOISTURE RESISTANT GYPSUM BOARD OVER DRYWALL SUSPENSION SYSTEM - USG OR EQUAL. PAINT ACCORDING TO FINISH SCHEDULE. 4. ACOUSTIC TILE CEILING & GRID ACT-1@10'-0"A.EF. 5. EXIT SIGN WITH EXTERIOR REMOTE EMERGENCY HEAD. 6. MOISTURE RESISTANT ACOUSTIC TILE CEILING & GRID ACT-2@10'-0"A.FF. 7. LED STRIP LIGHT SUSPENDED AT 10'-8" A F . USING CRIPPLE LOOP WITH EXPRESS FASTENER CABLE SYSTEM. REFER TO ELECTRICAL DRAWINGS FOR DETAILS 8. LED STRIP LIGHT SUSPENDED AT 10'-8" A F . USING CRIPPLE LOOP WITH EXPRESS FASTENER CABLE SYSTEM WITH WRAP AROUND LENS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. 9. SURFACE MOUNTED LED LIGHT FIXTURE INSTALLED WITH 2"SPACERS AND WRAP AROUND LENS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. 10. SURFACE MOUNTED LED LIGHT FIXTURE INSTALLED WITH 2" SPACERS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. 11. EXHAUST FAN REFER TO MECHANICAL DRAWINGS. 12. NOT USED 13. VERIFY LOCATION OF EXISTING ROOFTOP UNITS. REFER TO MECHANICAL DRAWINGS 14. NEW DUCTWORK INSTALLED AT MAXIMUM HEIGHT, EXPOSED TO VIEW DUCTWORK SHALL BE FABRICATED WITH A PAINT GRIP FINISH INCLUDING SUPPLY AND RETURN DROPS. FINISH PER FINISH SCHEDULE. REFER TO MECHANICAL DRAWINGS FOR DETAILS 15. REFER TO GENERAL NOTES REGARDING MODIFICATION OF EXISTING SPRINKLER SYSTEM. 16. UNIT HEATER REFER TO MECHANICAL DRAWINGS. 17. SIGNASTALLATION ACCESS IS VIA EXISTING CANOPY ACCESS ON ROOF 18. NOT USED 19. VANITY LIGHTING REFER TO ELECTRICAL DRAWINGS FOR DETAILS. 20. NOTE USED 21. STOREFRONT OUTLET REFER TO ELEVATIONS FOR MOUNTING HT. LOCATE DEVICE AS DIMENSIONED ON PLAN REFER TO INTERIOR WALL ELEVATIONS SHEET A6.0. 22. EXISTING SPRINKLER LINE 23. ROUTE DUCT WITHIN JOIST SPACE 24. CLEAN ANY GREASE OR OTHER RESIDUE FROM ROOF DECK PRIOR TO PAINT APPLICATION 19-10 1/4 5._0.. 5._0.. 5._3.. _6.. 14 eK 11/4 GROOMING 5'-0 1'-7 TYPICAL 7 AT GROOMING r11'-0"AFF — HOLDING/ BATHING P] BACK ROOM x REFLECTED CEILING PLAN o SCALE: 1/8" =1'-0" David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl\N heat R W. I BG/a'n9 Dig\0�. SEAL Q W U Q 0- C) CY) kLolu LU —i 0 S m 00 Tf=O Q � U ry W O E v0�0 0 C/) 0 ITLU Q of<LU < I-- co �� DATE IISSUE/REVISION Z Q d 0 Z W U 0 LU U LU J LL LU ly O ■ w z Q z 0 � \ TYPICAL 7 AT GROOMING r11'-0"AFF — HOLDING/ BATHING P] BACK ROOM x REFLECTED CEILING PLAN o SCALE: 1/8" =1'-0" David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl\N heat R W. I BG/a'n9 Dig\0�. SEAL Q W U Q 0- C) CY) kLolu LU —i 0 S m 00 Tf=O Q � U ry W O E v0�0 0 C/) 0 ITLU Q of<LU < I-- co �� DATE IISSUE/REVISION Z Q d 0 Z W U 0 LU U LU J LL LU ly O ■ w z Q z 0 TOILET ROOM ACCESSORIES qO TOILET PAPER DISPENSER; BOBRICK B-6857 © GRAB BAR -47' LONG; BOBRICK B -6806.99X42 © GRAB BAR - 36" LONG; BOBRICK B -6806.99X36 pD) VERTICAL GRAB BAR- 18" LONG; BOBRICK B -5806.99X18 O MIRROR -24"X36"; BOBRICK B-165 O 30" X 30" X 17' HAMPTON WALL CABINET MODEL #: KVV3030-SW COLOR: SATIN WHITE. WWW.HOMEDEPOT.COM © EXTREME AIR HAND DRYER - MODEL: EXT7 COLOR: WHITE BOTTOM OF HAND DRYER TO BE MOUNTED 40" A.F.F. O SANITARY NAPKIN DISPOSAL -71/7'X10"X313/16"; BOBRICK B-270 O COAT HOOK- BRAINERD SATIN NICKEL MODEL: B42306J-SN-C REFER TO DETAIL 09/A8.0 FOR RESTROOM TACTILE SIGNAGE. PROVIDE FIRE RETARDANT BLOCKING AS REQUIRED AT TOILET ROOM ACCESSORIES. REFER TO SHEETAI.O FOR WALL TYPES. G.C. TO PROVIDE ANY NECESSARY FLOOR LEVELING AN D PATCHING AS REQUIRED FOR INSTALLATION OF NEW FLOOR FINISHES. G.C. TO REPAIR / REPLACE ANYGYP. BOARD AS NECESSARY FOR FLUSH SURFACE ON ALL WALLS. ALL DIMENSIONS ARE TAKEN FROM FINISHED WALL TO FINISHED WALL UNLESS NOTED OTHERWISE. 6/3/2021 9:12:08 AM TAG ITEM AUTO DEPOSIT SAFE © VERTICAL FILE CABINET MANAGERS WORKSTATION & DOCK Q DESKTOP PC TELEPHONE oQ (2) BLUEBIRD HANDHELD & DOCK n� PRINTER/FAX/SCANNER CAMERA DVD /MONITOR MUSIC SYSTEM © UPS/POWER SURGE q) SECURITY VIEWING MONITOR NETWORK VIDEO RECORDER(NVT) NOTE. REFER TO OFFICE ELEVATIONS FOR EQUIPMENT LOCATIONS. PET WASH LIGHT SWITCHES AND MUSIC VOLUME CONTROL, REFER TO ELECTRICAL DRAWINGS GC FIELD DRILL (1) 2" DIA. CABLE ACCESS IN SUPPORT PANEL @12" AFF 1. FRP PANELS TO BE LOCATED AT RESTROOM FIXTURE LOCATIONS, INDICATED BY DASHED LINE 2. WALL -MOUNTED LEASH TIE DOM STAINLESS STEEL 1" x 800 LBS MOUNTING RING. HEIGHT AS NOTED ON ELEVATIONS. PROVIDE FIRE RETARDANT WOOD BLOCKING AS REQUIRED. 3. FIRE RETARDANT WOOD BASE AND PLYWOOD WALL PROTECTION. REFER TO DETAIL 04/A80. 4. BOLLARD, REFER TO 07/A8 0 & 08/A8.0. 5. MOP BASIN. REFER TO PLUMBING DRAWINGS. G C. TO CAULK EDGES OF MOP SINK AT WALLS AND FLOOR. 6. PHONE/DATA BOARD. REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR DETAILS. 7. ELECTRICAL SERVICE PANELS. REFER TO ELECTRICAL DRAWINGS FOR DETAILS. 8. PROVIDE FRP PANEL ON EACH SIDE OF MOP SINKAT48"A.EF. AND BEHINDAND ON SIDES OF DRINKING FOUNTAIN, INDICATED BY DASHED LINE CAULK FRP AT ALL THE TOPS AND TERMINATION POINTS 9. 33/4", 1/4" DIA. WIRE VINYL -COATED SCREW-IN TOOL HANGER. VERIFY MOUNTING HEIGHT WITH PSP PRIOR TO INSTALLATION. 10. G.C. TO SLOPE NEW CONCRETE FLOOR SLAB TO DRAIN, FLOOR SINK(S) OR TRENCH DRAIN. 11. PUBLIC PET WASH TRENCH DRAIN. REFER TO 01/A8.1. 12. DRYER HOSE OUTLET. REFER TO ELEVATIONS FOR ROUGH -IN LOCATION. 13. CWHOSE BIBB REFER TO PLUMBING DRAWINGS FOR MOUNTING HEIGHT. 14. PET WASH TUB. SET IN PLACE AND SECURE TO FLOOR SLAB. MAKE ALL FINAL PLUMBING CONNECTIONS. 14a. FUTRE PET WASH TUB BY PSP. 15. KERDI WATERPROOF SYSTEM BY SCHLUTER TO BE USED FOR THE PET WASH BASINS. BASINS TO BE KERDI SHOWER TRAY WITH WATERPROOF MEMBRANE AND CT -3 FINISH SET BASIN IN PLACE, SECURE TO FRAMING, AND MAKE ALL FINAL PLUMBING CONNECTIONS. SEE PLUMBING DRAWINGS FOR MORE DETAIL. 16. PET WASH DRYERS UNDER TUB BASIN. 17. DAEWOO MICROWAVE COMBO FREE STANDING COMPACT REFRIGERATOR W/FREEZER. 18. WHERE THE TWO DIFFERENT FLOOR FINISHES MEET PROVIDE FLUSH CONDITION. REFER TO DETAIL 14/A80. 19. 4'-0" L. X 14" D. WHITE VENTILATED SHELVING MOUNTED ABOVE TUB. LEE/ROWAN. MAXTRACKSYSTEM OR EQUAL 20. DEHUMIDIFIER. 21. STEEL PIPE BRACING REFER TO DETAILS 04, 05, 07/A8.1. 22. LOCKER LOCATION. 23. GROOMING STATION SUPPLIED BY PET SUPPLIES PLUS. 24. GROOMING TABLE SUPPLIED BY PET SUPPLIES PLUS. 25. RECEPTION DESK. REFER TO DETAIL 13&14/A62. 26. TANKLESS WATER HEATER AND ROUGH IN FOR FUTURE WATER HEATER 27. FINISH FLOOR AND EXTERIOR GRADE TO BE FLUSH. 28. NOT USED 29. STACKABLE WASHER/DRYER. 30. HOLDING& BATHING FLOOR TRENCH. SEE DETAIL 3/A8.1. 31. EMPLOYEE TIME CLOCK TO BE MOUNTED AT 48" A.F.F. CONFIRM LOCATION W/ OWNER. 32. SHAMPOO SHELF 33. DRYER HOSE HOOK. SUGATSUNE PLAIN HOOK JF -70 MEDIUM, STAINLESS STEEL. 34. SHOWER BASIN WATER SUPPLY LINE WITH HIGH PRESSURE HOSE. 35. SHOWER BASIN WATER SUPPLY TEMPERATURE CONTROL LEVER. 36. RECESSED WATERPROOF DRYER SWITCH(S) 37. GARMENT HOOK. BRAINERD 3 -HOOK IN SATIN NICKEL ,394"h X278w X 224d 38. TOWEL HAMPER. STERLITE WHEELED LAUNDRY HAMPER WITH RETRACTABLE HANDLE, WHITE. 39. TILE WALL CAP, REFER TO 7/A7 0 40. TILED STEP 41. 10" DEEP LAMINATE SHELF ON SURFACE -MOUNTED HEAVY-DUTY STANDARDS AT 16" ON -CENTER. THREE SHELVES PER SECTION. 2 BRACKETS REQUIRED PER SHELF. 42. NOT USED 43. TRASH RECEPTACLE. STERLITE 13 GAL. TOUCHTOP WASTEBASKET, WHITE. 44. G.C. TO FIELD DRILL2" DIA. HOLE FOR POWER/COMMUNICATION WIRE ACCESS IN COUNTERTOP. PROVIDE GREY 2 -PIECE GROMMET. BY G.C. 45. CR LAURENCE PP56 SLIMLINE SERIES STRAIGHT PARTITION POST GAZING SYSTEM, BRUSHED STAINLESS STEEL FINISH. 18"X1"CIA . ROUND POSTS WITH STANDOFF FITTINGS WITH 1/4 THICK TEMPERED CLEAR GLASS PANELS 46. NOT USED. 47. SOLIDS/HAIR INTERCEPTOR, SET COVER FLUSH WITH FLOOR. REFER TO PLUMBING DRAWINGS. 48. AQUARIUM FILTRATION EQUIPMENT. 49. NOT USED 50. HOLDING CAGE 50a FUTURE HOLDING CAGE BY PSP (5)21/2" DIA WIRE ACCESS IN COUNTERTOP WITH GREY 12 AW ADJUSTABLE LAMINATE SHELVES ON 24" STANDARDS(ABOVE) MELAMINE SUPPORT PANEL TO BE PREDRILLED FOR ADJUST. LAMINATE SHELVES (BELOW) Architect 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com U) z Q J D_ 0 LU 0 Q z W w 5-81/44 -81/4F1-3" "REFEPTO --ENLARGED PLAN THIS SHEET PUBLIC PET WASH lk 0 = JFK Architect 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com U) z Q J D_ 0 LU 0 Q z W w NOTE F BUILDING SIGNAGE IS MOUNTED DIRECTLY TO THE EXTERIOR WALL, ALL SIGNAGE ATTACHMENTS, ELECTRICAL CONNECTIONS, ETC TO BE CONCEALED FROM VIEW INSIDE THE TENANT SPACE. WHERE POSSIBLE SIGN POWER BOXES ARE TO BE LOCATED ABOVE THE VESTIBULE CEILING OR INSTALLED AT THE UNDERSIDE OF THE ROOF DECK AND PAINTED TO MATCH ADJACENT SURFACE. NO EXPOSED CONDUIT, RACEWAYS, ETC., ARE PERMITTED TO BE VIEWED FROM INSIDE THE TENANT SPACE. G ., E . AND SIGN VENDOR TO MEET ON SITE TO COORDINATE ALL ASPECTS OF INSTALLATION PRIOR TO START OF CONSTRUCTION. a ^O CG Ll U CDn HOF 0 L� O)OF EXISTING GLASS AND ALUM. STOREFRONT GC SHALL REPAIR AND CLEAN, DELIVER IN AS NEW CONDITION NEW STEEL BOLLARDS, SEE DETAIL 07/A8.0 6/3/2021 9:12:19 AM REMOVE ALL ABANDONED VENTS, PENETRATIONS. EQUIPMENT, CONDUIT AND WIRING AT REAR WALL PATCH MASONRY AND PAINT TO MATCH EQUAL Ik EQUAL 4._0.. 4._0.. AA/AS.O i WALL MOUNTED LIGHT FIXTURE NEW OVERHEAD DOOR REFER TO SHEET A9.0 FOR DETAILS PAINT MASONRY AT NEW OPENING MATCH EXISTING COLOR AND SHEEN WINDOW FILM 0VIIR INTERIOR OF 36 G LASS LITES SHOWN SHADED ABOVE 3M PASAHARA MILIKV MILKY (SAN MARINO) SH2MAMMINIQ1Tu nin —A— IF BUILDING SIGNAGE IS MOUNTED DIRECTLY TO THE EXTERIOR WALL, ALL SIGNAGE ATTACHMENTS, ELECTRICAL CONNECTIONS, ETC. TO BE CONCEALED FROM VIEW INSIDE THE TENANT SPACE. WHERE POSSIBLE SIGN POWER BOXES ARE TO BE LOCATED ABOVE THE VESTIBULE CEILING OR INSTALLED AT THE UNDERSIDE OF THE ROOF DECK AND PAINTED TO MATCH ADJACENT SURFACE. NO EXPOSED CONDUIT, RACEWAYS, ETC., ARE PERMITTED TO BE VIEWED FROM INSIDE THE TENANT SPACE. G ., E . AND SIGN VENDOR TO MEET ON SITE TO COORDINATE ALL ASPECTS OF INSTALLATION PRIOR TO START OF CONSTRUCTION. Q EXISTING DOOR AND FRAME SECURE SHUT REFER TO FLOOR PLAN SHEET Al 0 REAR ELEVATION 02 :Y�7_11�iILYHIEIII EXISTING GLASS AND ALUM. STOREFRONT GC SHALL REPAIR AND CLEAN, DELIVER IN AS NEW CONDITION PET SUPPLIES PLUS PREM ISES B SIGN AG E BY OTHERS UN DER A SEPARATE PER M IT. SHOWN HERE FOR REFERENCE ONLY EXISTING EIFS FACADE GC SHALL REPAIR SKIM COAT AND PAINT ENTIRE FACADE AREA TO MATCH EXISTING SHOPPING CENTER EIFS FACADE, DELIVER IN AS NEW CONDITION EXISTING DOOR AND FRAME SIDE ELEVATION 03 SCALE: 1/4" = V-0" ATENANTS BUILDING SIGN. SIGNAGE IS FOR REPRESENTATION PURPOSES ONLY FINAL SIZE, T.. CONFIGURATION, LOCATION, ETC. TO BE COORDINATED WITH G.C., ELECTRICAL T.. CONTRACTOR, & SIGN VENDOR. GENERAL T.. CONTRACTOR & ELECTRICAL CONTRACTOR TO L COORDINATE POWER REQUIREMENTS AND EXACT LOCATION WITH SIGNAGE VENDOR IN FIELD PRIOR TO INSTALLATION. FINAL SIGN WIRING BY T.. ELECTRICAL CONTRACTOR. o)CcD o��0 H�� 0 D �� NR H PET SUPPLIES PLUS PREMISES EXISTING EIFS FACADE GC SHALL REPAIR SKIM COAT AND PAINT ENTIRE FACADE AREA TO MATCH EXISTING SHOPPING CENTER EIFS FACADE, DELIVER IN AS NEW CONDITION ALL NEW STOREFRONT GLAZING SHALL MATCH EXISTING TO REMAIN STOREFRONT GLAZING APPEARANCE ALL NEW STOREFRONT FRAMING SHALL MATCH EXISTING TO REMAIN STOREFRONT FRAMING SYSTEM AND FINISHES EXISTING GLASS AND / STOREFRONT GC SHALL REPAIR AND CLEAN, DELIVER IN AS NEW CONDITION FRONT ELEVATION 01 SCALE: 1/4" = V-0" David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com Ok \N heat C R W`. I /mg 001� SEAL P��pF COQ\ V I.J U-1 U Q [--0 C7 i 0 S m 00 Tf=O Q � U w>OE V 0 C/) 0 V Q Lu LU F-- co C'y) DATE IISSUE/REVISION U) z O Q W LU W ly O x W X W O K w m z z 0 T.. T.. T.. T.. L T.. v T.. T.. T.. AND STOREFRONT WINDOW TRANSOM NEW GLASS AND ALU PET SUPPLIES PLUS PREMISES EXISTING EIFS FACADE GC SHALL REPAIR SKIM COAT AND PAINT ENTIRE FACADE AREA TO MATCH EXISTING SHOPPING CENTER EIFS FACADE, DELIVER IN AS NEW CONDITION ALL NEW STOREFRONT GLAZING SHALL MATCH EXISTING TO REMAIN STOREFRONT GLAZING APPEARANCE ALL NEW STOREFRONT FRAMING SHALL MATCH EXISTING TO REMAIN STOREFRONT FRAMING SYSTEM AND FINISHES EXISTING GLASS AND / STOREFRONT GC SHALL REPAIR AND CLEAN, DELIVER IN AS NEW CONDITION FRONT ELEVATION 01 SCALE: 1/4" = V-0" David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com Ok \N heat C R W`. I /mg 001� SEAL P��pF COQ\ V I.J U-1 U Q [--0 C7 i 0 S m 00 Tf=O Q � U w>OE V 0 C/) 0 V Q Lu LU F-- co C'y) DATE IISSUE/REVISION U) z O Q W LU W ly O x W X W O K w m z z 0 FROST SLAB REFER TO 02/A8.0 L NEW AUTOMATIC SIDE SLIDING ENTRY AND STOREFRONT WINDOW TRANSOM NEW GLASS AND ALU REMOVE DOOR, WINDOW. MASONRY SILL STOREFRONT. PET SUPPLIES PLUS PREMISES EXISTING EIFS FACADE GC SHALL REPAIR SKIM COAT AND PAINT ENTIRE FACADE AREA TO MATCH EXISTING SHOPPING CENTER EIFS FACADE, DELIVER IN AS NEW CONDITION ALL NEW STOREFRONT GLAZING SHALL MATCH EXISTING TO REMAIN STOREFRONT GLAZING APPEARANCE ALL NEW STOREFRONT FRAMING SHALL MATCH EXISTING TO REMAIN STOREFRONT FRAMING SYSTEM AND FINISHES EXISTING GLASS AND / STOREFRONT GC SHALL REPAIR AND CLEAN, DELIVER IN AS NEW CONDITION FRONT ELEVATION 01 SCALE: 1/4" = V-0" David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com Ok \N heat C R W`. I /mg 001� SEAL P��pF COQ\ V I.J U-1 U Q [--0 C7 i 0 S m 00 Tf=O Q � U w>OE V 0 C/) 0 V Q Lu LU F-- co C'y) DATE IISSUE/REVISION U) z O Q W LU W ly O x W X W O K w m z z 0 05 I ELEVATION AQUARIUM POWER ROUGH IN I SCALE: 3n6"=l'-O" 6/3/2021 9:12:24 AM SALES AREA PVC INSIDE AND OUTSIDE CORNERS, EDGE AND DIVISION TRIMS SHALL BE NSTALLED AT ALL FRP-1 EDGES REFER TO ELEVATION 5 ON THIS SHEET FOR POWER ROUGH IN LOCATIONS 52-1 1/4 - STORE FIXTURES SHOWN DASHED - 2 x 4 BLOCKING PAINTED P-1, SECURED TO WALL _ BEHIND STORE FIXTURES BTM OF DECK _ 13'-5" AFF BTM. OF LIGHT FIXT.h -8 10'" AFF Y FINISH FLOOR _ h 04 I INTERIOR ELEVATION -NORTH (LEFT WALL) I SCALE: 3/16"=l'-0•' W LLOR P-2LLE PAINTINT P-2 DUCTTHROUGH WALL REFER TO MECHANICAL ROUTE IN JOIST SPACE B.O. ROOF DECK t13'-0"AFF 'r BTM OF LIGHT _ FIXTURES 10'-8" AFF P-2 PAINT DOOR FRAMES TYPICAL AT DOORS ON EAST WALL - "AEFORIFICF 2'-9" AFF ORIFICE FINISH FLOOR h VB -1 VB -1 VB -1 17/A80 TO 48 AFF ON2 RP -1 ONVB-1 P4 GATE GATE CG -1 SIDES OF ACCESSIBLE SIDES OFDRINKIN CS 1 REFER TO13/A0.1 REFER TO 12/A0.1 SIGN Q J P-2 OPEN TO GROOMING OPEN TO % (7 O 0 Y PUBLIC PET 00 O PARTITI NPOST WASH P-4 GLAZING SYSTEM 3-0 Lu P-4 T EXIST STOR � � LL Lu __ 'r' ,' 14A7.0 4A7.0 LU = O LU _ NT ,.T. 7. 6A7 0 0 2A7 0di .T DOUBL ACTING "T" IMPACTDOOR i6A7 Li Li _G _ _ RP -1 17/A8 0 B.O. ROOF DECK t13'-0"AFF 'r BTM OF LIGHT _ FIXTURES 10'-8" AFF P-2 PAINT DOOR FRAMES TYPICAL AT DOORS ON EAST WALL - "AEFORIFICF 2'-9" AFF ORIFICE FINISH FLOOR h VB -1 VB -1 VB -1 17/A80 TO 48 AFF ON2 RP -1 ONVB-1 P4 GATE GATE CG -1 SIDES OF ACCESSIBLE SIDES OFDRINKIN CS 1 REFER TO13/A0.1 REFER TO 12/A0.1 SIGN 03 I INTERIOR ELEVATION - EAST (REAR WALL) I SCALE: 3n6"=11-01' 5-4 B.O. ROOF DECK h t14'-10" AFF a r -------------- -------------------------- FIXTURES h P-5 BTM OF LIGHT P-1 ® 4® ® I� SALES' AREA P-1 _____T------- -------T-------T------- ----- ---------------- Aw8-8FRP 24-0 ------T------S----------------- Uwzo FF `r FIXTURES SHOWN DASHED IF:,, Zo m w WITH MOISTURE RESISTANT WITH MOISTURE RESISTF�NT D I I a - 2x4 BLOCKING SECURED TO WALL I I o w o GYPSUM BOARD ONLY D GYPSUM BOARD ONLY D m 17/A80 D 17/A80 U BEHIND STORE FIXTURES PAINT P1 BEHIND THE FRP PANELS ® II = II BEH IND TH FT FRP PANELS P-4 FINISH FLOOR h 0 VB -1 CS -1 REFER TO SHEET VB -1 VB -1 VB -1 E4.0 FOR ELECTRICAL EXISTING GLASS AND OUTLET ROUGH IN ALUMINUM STOREFRONT LOCATIONS SIGNAGE IS LOCATED ON FACE OF THE STOREFRONT CANOPY. ALL SIGN COMPONENTS, POWER FEE COMPONENTS SHALL BE LOCATED IN THE CANOPY NO SIGN OR POWER COMPONENTS SHALL BE LOCATED WITHIN THE TENANT SPACE ALL NEW STOREFRONT GLAZING SHALL MATCH EXISTING TO REMAIN STOREFRONT GLAZING APPEARANCE ALL NEW STOREFRONT FRAMING SHALL MATCH EXISTING TO REMAIN STOREFRONT FRAMING SYSTEM AND FINISHES BRACES EMT AT THE UNDERSIDE OR ROOF STRUCTURE AS REQUIRED FOR PLUMB AND RIGID SUPPORT. EMT SHALL BE UNFINISHED RAW STEEL T 02 I INTERIOR ELEVATION - SOUTH (RIGHT WALL) I SCALE: 3n6"=11-01' NEW GLASS AND ALUM. o STOREFRONT WINDOWAND TRANSOM WITH 1" INSULATE GLASSz o TEMPERED GLASS ES o'o TEMPERED GLASS 12'-3" 1 ��T 23'-8" VB -1 CS -1 NEWAUTOMATIC J DOORS AND GLASS AND ALUM STOREFRONT VB -1 C C J CS -1 CART CORRAL B.O. ROOF DECK h t14'-10" AFF BTM OF LIGHT FIXTURES 10'-8" AFF x � LL�Qo U z >wDo >FD �w w oX 0 w 0 FINISH FLOOR al 01 I INTERIOR ELEVATION - WEST ( FRONT WALL) I SCALE: 3/16"=r-0•• David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl`N heat R W. I / BG/'ling CIOO�. SEAL P4 P4 pq Q J % (7 O 0 Y m � 00 O ca G P-4 /Lu EXISTING STOREF Lu P-4 T EXIST STOR G FRONT � LL � LL Lu 'r' , 'r' ,' 'T'r. LU = O LU _ NT ,.T. 7. .T„ .T VB -1 CS -1 NEWAUTOMATIC J DOORS AND GLASS AND ALUM STOREFRONT VB -1 C C J CS -1 CART CORRAL B.O. ROOF DECK h t14'-10" AFF BTM OF LIGHT FIXTURES 10'-8" AFF x � LL�Qo U z >wDo >FD �w w oX 0 w 0 FINISH FLOOR al 01 I INTERIOR ELEVATION - WEST ( FRONT WALL) I SCALE: 3/16"=r-0•• David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl`N heat R W. I / BG/'ling CIOO�. SEAL DATE ISSUE/REVISION 06-02-2021 BID PERMIT I� 0 Lu Q J % (7 O 0 Y m � 00 O ca G /Lu 0 Lu � LL � LL Lu R�MLJ 0 LU = O LU _ cn c� DATE ISSUE/REVISION 06-02-2021 BID PERMIT I� 0 COORDINATE LOCATION OF NVR WITH PSP 3/4" LAMINATE SHELVES ON STANDARDS L-2 AANAGER'S WORKSTATION & DOCK, DESKTOP PC AND TELEPHONE P-1 2'_6" 09 OFFICE ELEVATION SURFACE MOUNTED STANDARD SPECIFICATION: SERIES 82 STANDARD, TITANIUM (TI) FINISH 28"L X 1-1/16" "W X 11/16"D VERTICAL SHELF ADJUSTABILITY IN 1-1/4" INCREMENTS ITEM #82 TI 28 SCREW AND ANCHOR PACK REQUIRED SHELF BRACKET SPECIFICATION: SERIES 182 BRACKET, TITANIUM (TI) FINISH 9" LONG FOR USE WITH 10" DEEP LAMINATE SHELF SHELF LOCATOR/JOINER PACK REQUIRED PROVIDE 1 LOCATOR PER BRACKET STANDARD AND BRACKET AVAILABLE FROM LOWES OR BY CONTACTING KNAPE & VOGT DIRECT: WWW.KV.COM LAMINATE SHELF SPECIFICATION: 10"D X 30"L X 3/4" THICK L-3 LAMINATE FINISH (WILSONART D92-60 DOVE GREY) SAN MARINO WITH PUPPY I 3'-4 W x 5'-0"H I 3'-4 CLEAR OPENING BTWN POSTS M 3'-81/4" CLEAR OPENING BTWN JAMB 13 GROOMING / SALES FLOOR PROVIDE IN WALL FIRE VINYL -COATED SCREW-IN *SEE SHEET A4.0 FOR TOILET ROOM RETARDANT BLOCKING FOR HOSE BIBB MOUNTING HEIGHT WITH COUNTERTOP, WALL SHELVING PSP PRIOR TO I -� PROVIDE IN WALL FIRE AND NVR PROVIDE FIRE RETARDAN RETARDANT BLOCKING FOR WATERPROOF PROVIDE FRP PANEL ON CAMERA DVD / DRYER SWITCH MONITOR CEILING h MUSIC SYSTEM FRP-1 10' ED ERESISTANT DRAWINGS. MIRROR. GYPSUMUM BOARD GYPSUM TOPS AND 2 CAT 6 TO PATCH PANEL jFINISH CEILING WALL MOUNTED 8'-0" ALL AT TELEPHONE BOARD 3'-10" LEASH TIE VB -1 SECURITY MONITOR o DOM TYP. AT FRP ONLY X x 7/A7.0 2/A7.0 3/4" LAMINATE SHELVES RESTROOM —TILE PET SCALE: 1/4"=1'-0" w 14 ON STANDARDS SCALE: 1/4"=1'-0" WASHTUBVH /r� V 01/z0 - - SUPPORTPANEL L_2 Ljj BASINS. PAINT P5 TO MATCH WALL. Q LAMINATE RETARDANT BLOCKING FOR -21 - en ° - ® COUNTERTOP&4"HIGH (2)BLUEBIRD 4"CUTTILE F PROOF DECK HT. TOWEL HAMPER BACKSPLASH L-2 HANDHELD&DOCK _ P-1 ±13'-3" AT REAR WALL =THETRIM = 1 A]. SI AUTO DEPOSIT PANELS PREDRILLED= - BTM OF LIGHT FIXTURES COUNTER h FOR ADJUST ALL ACCESSORIES AND CONTROLS 2'-1 _ SHELVES. G.C. TO o ro - 10'-8" AFF VERTICAL FILE CABINET PROVIDE VERT - °0 TILED STEP, TVP. CT -1 4m Nil - 3"x12"CERAMIC BULLNOSE TILE CT -2 SAFE SUPPORT AT PANELS AS REVD FINISH FLOOR }� 6" HIGH TILE WALL BASE QT -1 0 2 CAT 6 TO PATCH ADJUSTABLE SHELVING 10" _ 15/A80 4 CAT 6 TO PATCH PANEL 24"X24" LOCKABLE FLUSH ACCESS PANEL BABCOCK DAVIS BOLA 24,24S 16 GA s"HIGH TIL E BASE PANEL AT TELEPHONE BOARD AT TELEPHONE BOARD SCALE: 1/4"=1'-0" 08 OFFICE ELEVATION ______________ P-6 / GARMENT HOOKS 4" CUT TILE CT -1 6" HIGH TILE BASE QT -1 WALL MOUNTED LEASH TIE DOWN, TYP. 04 PUBLIC PET ELEVATION 6/3/2021 9:12:24 AM 10 3/4" PROVIDE IN WALL FIRE RETARDANT BLOCKING FOR ALL PET WASH ACCESSORIES BTM OF LIGHT FIXTURES 10-8 AFF 3°X12' CT -2 VINYL -COATED SCREW-IN *SEE SHEET A4.0 FOR TOILET ROOM BULLNOSE TILE HOSE BIBB MOUNTING HEIGHT WITH ACCESSORIESSCHEDULE PSP PRIOR TO I -� PROVIDE IN WALL FIRE RECESSED PROVIDE FIRE RETARDAN RETARDANT BLOCKING FOR WATERPROOF PROVIDE FRP PANEL ON ALL PET WASH ACCESSORIES. DRYER SWITCH LIGHT SEE EACH SIDE OF MOP SINK = AF.F. CAULK FRP-1 6/A7,0 OPEN TO SALES ED ERESISTANT DRAWINGS. MIRROR. GYPSUMUM BOARD GYPSUM TOPS AND CT -1 jFINISH CEILING WALL MOUNTED 8'-0" ALL - 3'-0" (MIN) LEASH TIE VB -1 = o DOM TYP. AT FRP ONLY X x 7/A7.0 2/A7.0 6" RESTROOM —TILE PET SCALE: 1/4"=1'-0" w 14 BACKROOM ELEVATION SCALE: 1/4"=1'-0" WASHTUBVH /r� V 01/z0 - - FINISH FLOOR Ljj BASINS. PAINT P5 TO MATCH WALL. Q N0N LL RETARDANT BLOCKING FOR -21 - WATER SUPPLY LINE TO HOSE WITH HIGH - ® ALL PET WASH ACCESSORIES. DETAILS 4"CUTTILE F PROOF DECK HT. TOWEL HAMPER PUBLIC PET WASH SCALE: 1/4"=1'-0" 03 ELEVATION 3/4" THK. WOOD SILL CAP P 3 3/4" THK x 1-1/2" WOOD APRON 3/4" THK WOOD JAMB P-3 2"x2"ALUM . BLANK POST FASTENED TO WOOD JAMB, TYP OF 2 FACTORY FINISHED EDGE OF POST SAN MARINO GATE SEE NOTES ABOVE FOR SHELVING WITH PUPPY PICKET SPECIFICATION / INFORMATION 3'-4"W x 3'-0"H 3'-4 CLEAR OPENING BTWN POSTS 3'-0 1/4" CLEAR OPENING BTWN JAMB SCALE: 3/4"=1'-0" 112 PUBLIC PET WASH GATE PROVIDE IN WALL FIRE RETARDANT BLOCKING IN OFFICE FOR COUNTERTOP AND WALL SHELVING CEILING 10'-0" Y PHONE - PRINTER/FAX/SCANNER B . STAN DAR h - LAMINATE COUNTERTOP &4" HIGH BACKSPLASH L_2 COUNTER 2'-10" Y —UPS/POWER SURGE SCALE: 1/4" =1'-0" BTM OF LIGHT WOOD WALL CAP P-3 WOOD APRON/TRIM P-3 ALUMINUM GATE REFER TO 12/A6 1 4° CUT TILE CT -1 GARBAGE RECEPTACLE 6°HIGH TILE BASE QT -1 WALL MOUNTED LEASH TIE DOWN, TYP. al0 h ROOF DECK 3/4" FIRE RETARDANT TREATED PLYWOOD TO 8'-0" AFF AND BEHIND WATER HEATER SCREW TO WALL FRAMING, REFER TO SCHEDULE FOR PAINT FINISH. WASHER -DRYER F T STACKED 4'-0" FIRE RETARDANT 2X4 WOOD BASE FINISH FLOOR o' -o" G . TO PROVIDE THE NECESSARY WALL BLOCKING FOR THE AQUARIUM FILTRATION SYSTEM PRIOR TO FINISHING WALL CONSTRUCTION. 15 BACKROOM ELEVATION PROVIDE IN WALL FIRE RETARDANT BLOCKING IN OFFICE FOR COUNTERTOP AND WALL SHELVING 3/4" THK. WOOD SILL CAP P_3 3/4" THK x 1-1/2" WOOD APRON P_3 3/4"THK WOOD P_3 JAMB THERMOSTATS 34"L SURFACE MOUNTED STANDARD 3/4" THK. LAMINATE SHELF AND SHELF BRACKET r L -S ) 2"x2" ALUM. BLANK POST FASTENED TO WOOD JAMB TYP OF 2 FACTORY FINISHED EDGE OF POST SCALE: 3/4"=1'-0" 111 OFFICE ELEVATION 07 RESTROOM ELEVATION PROVIDE IN WALL FIRE RETARDANT BLOCKING FOR ALL PET WASH ACCESSORIES. CT -2)3° X12' BULLNOSE TILE - RECESSED WATERPROOF DRYER SWITCH - x WALL MOUNTED LEASH TIE DOM TYP. oTTILE PET WASH TUB 3/4" FIRE RETARDANT TREATED PLYWOOD TO TANKLESS WATER HEATERS 8'-0" AFFSCREWTOWALL INSTALLATION MOUNTAT FRAMING, REFER TO P-1 8-0 MIN CLEARANCE. SCHEDULE FOR PAINT WASHER - REFER TO PLUMBING FOR FINISH. DRYER DETAILS. STACKED 33/4", 1/4" DIA. WIRE VINYL -COATED SCREW-IN *SEE SHEET A4.0 FOR TOILET ROOM TOOL HANGER. VERIFY HOSE BIBB MOUNTING HEIGHT WITH ACCESSORIESSCHEDULE PSP PRIOR TO I -� PANEL ON EACH INSTALLATION. PROVIDE FIRE RETARDAN ® VANITY PROVIDE FRP PANEL ON BLOCKING AS REQUIRED TVP. LIGHT SEE EACH SIDE OF MOP SINK = AF.F. CAULK FRP-1 ELECTRICAL ED ERESISTANT DRAWINGS. MIRROR. GYPSUMUM BOARD GYPSUM TOPS AND E CENTER jFINISH CEILING OVER SINK 8'-0" ALL - 3'-0" (MIN) MOP SINK VB -1 = o Q AT FRP ONLY X x 6" 07 RESTROOM ELEVATION PROVIDE IN WALL FIRE RETARDANT BLOCKING FOR ALL PET WASH ACCESSORIES. CT -2)3° X12' BULLNOSE TILE - RECESSED WATERPROOF DRYER SWITCH - x WALL MOUNTED LEASH TIE DOM TYP. oTTILE PET WASH TUB 3/4" FIRE RETARDANT TREATED PLYWOOD TO TANKLESS WATER HEATERS 8'-0" AFFSCREWTOWALL INSTALLATION MOUNTAT FRAMING, REFER TO P-1 8-0 MIN CLEARANCE. SCHEDULE FOR PAINT WASHER - REFER TO PLUMBING FOR FINISH. DRYER DETAILS. STACKED 33/4", 1/4" DIA. WIRE VINYL -COATED SCREW-IN D TOOL HANGER. VERIFY HOSE BIBB MOUNTING HEIGHT WITH PROVIDE FRP PSP PRIOR TO I -� PANEL ON EACH INSTALLATION. SIDE OFMOP F ® SHALL HAVE MOISTUREHOOKS PROVIDE FRP PANEL ON SINK AT 48" TVP. 6" H. COVED VINYL EACH SIDE OF MOP SINK = AF.F. CAULK FRP-1 0 _ Po THE TOPS TOPS AND T TERMINATION ERMI NATION POINNTS Xx` - - POINTS MOP SINK VB -1 = o Q AT FRP ONLY X x VB -1 RESTROOM AT FRP ONLY SCALE: 1/4"=1'-0" w 14 BACKROOM ELEVATION SCALE: 1/4"=1'-0" TRANSFER GRILLE CHASED TO UNDERSIDE OF /r� V 01/z0 - - FINISH FLOOR Ljj BASINS. PAINT P5 TO MATCH WALL. Q N0N LL RETARDANT BLOCKING FOR -21 - WATER SUPPLY LINE TO HOSE WITH HIGH - ® ALL PET WASH ACCESSORIES. DETAILS PRESSURE SPRAYER F PROOF DECK HT. =_ C:) q 07 RESTROOM ELEVATION PROVIDE IN WALL FIRE RETARDANT BLOCKING FOR ALL PET WASH ACCESSORIES. CT -2)3° X12' BULLNOSE TILE - RECESSED WATERPROOF DRYER SWITCH - x WALL MOUNTED LEASH TIE DOM TYP. oTTILE PET WASH TUB 3/4" FIRE RETARDANT TREATED PLYWOOD TO TANKLESS WATER HEATERS 8'-0" AFFSCREWTOWALL INSTALLATION MOUNTAT FRAMING, REFER TO P-1 8-0 MIN CLEARANCE. SCHEDULE FOR PAINT WASHER - REFER TO PLUMBING FOR FINISH. DRYER DETAILS. STACKED 33/4", 1/4" DIA. WIRE TO WALL 10'-0" Y W/4" LAMINATE SHELVES ON STANDARDS L 2 L-2 -LAMINATE COUNTERTOP &4 HIGH BACKSPLASH ADJ. LAMINATE SHELVES, CUT SHORT OR NOTCH BACK OF SHELVES FOR -CABLE ACCESS FINISH FLOOR o 0'-0" END PANEL TO ACCEPT ADJUST. SHELVES PROVIDE IN WALL FIRE RETARDANT BLOCKING IN OFFICE FOR COUNTERTOP AND WALL SHELVING TO WALL 100 LIGHT SWITCHES P-1 MUSIC VOLUME CONTROL LAMIN ATE A DUN TERTOP &BACK SPLASH CONT F R.2x4 SUPPORT AT BACK EDGE OF COUNTERTOP (TY P) F0'INISH FLOOR SCALE: 1/4"=1'-0" I 10 OFFICE ELEVATION *SEE SHEET A4 0 FOR TOILET ROOM ACCESSORIES' SCHEDULE PROVIDE FIRE RETARDANT BLOCKING AS REQUIRED 39"-01" hFN '-0ISH CEILING �8" AFF WALL F CABINET �� B 1._0.. N A J qw FINISH FLOOR P-1 z VINYL -COATED SCREW-IN D TOOL HANGER. VERIFY HOSE BIBB MOUNTING HEIGHT WITH PROVIDE FRP PSP PRIOR TO I -� PANEL ON EACH INSTALLATION. SIDE OFMOP F ® SHALL HAVE MOISTUREHOOKS PROVIDE FRP PANEL ON SINK AT 48" TVP. 6" H. COVED VINYL EACH SIDE OF MOP SINK = AF.F. CAULK AT 48"A F. F. CAULK FRP - FRPATALL THE _ Po THE TOPS TOPS AND T TERMINATION ERMI NATION POINNTS TERMINATION - - POINTS MOP SINK VB -1 = SCALE: 1/4"=1'-0" FINISH FLOOR AT FRP ONLY (L 0'-0" VB -1 RESTROOM AT FRP ONLY SCALE: 1/4"=1'-0" w 14 BACKROOM ELEVATION SCALE: 1/4"=1'-0" TO WALL 10'-0" Y W/4" LAMINATE SHELVES ON STANDARDS L 2 L-2 -LAMINATE COUNTERTOP &4 HIGH BACKSPLASH ADJ. LAMINATE SHELVES, CUT SHORT OR NOTCH BACK OF SHELVES FOR -CABLE ACCESS FINISH FLOOR o 0'-0" END PANEL TO ACCEPT ADJUST. SHELVES PROVIDE IN WALL FIRE RETARDANT BLOCKING IN OFFICE FOR COUNTERTOP AND WALL SHELVING TO WALL 100 LIGHT SWITCHES P-1 MUSIC VOLUME CONTROL LAMIN ATE A DUN TERTOP &BACK SPLASH CONT F R.2x4 SUPPORT AT BACK EDGE OF COUNTERTOP (TY P) F0'INISH FLOOR SCALE: 1/4"=1'-0" I 10 OFFICE ELEVATION *SEE SHEET A4 0 FOR TOILET ROOM ACCESSORIES' SCHEDULE PROVIDE FIRE RETARDANT BLOCKING AS REQUIRED 39"-01" hFN '-0ISH CEILING �8" AFF WALL F CABINET �� B 1._0.. N A J qw FINISH FLOOR P-1 z 0'-0" D 3'-6" 0_0 ACCESSLE IB ` FRP-1 ® SHALL HAVE MOISTUREHOOKS DOWN MOISTURE RESISTANT GYPSUM BOARD. *SEE SHEET A4.0 FOR TOILET ROOM ACCESSORI ES' SCHEDULE PROVIDE FIRE RETARDANT BLOCKING AS REQUIRED 08 FIN ISH CEILING '-0" AFF SCALE: 1/4" =1'-0" MOISTURE RESISTANT GYPSUM BOARD p_i o � e° H. COVED VINYL m Q FRP-1 6" H. COVED VINYL BASE GET 0 BASE GET z FINISH FL0011, 1'-0'• I OZ PUBLIC PET WASH SCALE: 1/4"= ELEVATION 0'-0" BTM OF LIGHT FIXTURES 10'-0"AFF ALL PUBLIC PET WASH WALLS 0_0 ACCESSLE IB 1]/A8.0 ® SHALL HAVE MOISTUREHOOKS DOWN TVP. 6" H. COVED VINYL WATER CLOSET m z RESISITANT GYPSUM WALL ,TVP. \ / m ADA TUBCONTROLLEVER BASE GET _ _ P-6 LL = SCALE: 1/4"=1'-0" C 06 RESTROOM ELEVATION SCALE: 1/4"=1'-0" 05 RESTROOM ELEVATION SCALE: 1/4"=1'-0" O BULLNOSE TILE CT TRANSFER GRILLE CHASED TO UNDERSIDE OF /r� V 01/z0 - - PROVIDE IN WALL FIRE Ljj BASINS. PAINT P5 TO MATCH WALL. Q N0N LL RETARDANT BLOCKING FOR -21 - WATER SUPPLY LINE TO HOSE WITH HIGH - ® ALL PET WASH ACCESSORIES. DETAILS PRESSURE SPRAYER PROOF DECK HT. =_ C:) >_ _ NOTE. FOR ADA ACCESSIBLE TUB ±13'-3" AT REAR WALL =THETRIM = 1 A]. SI WALL CAP REFER TO DETAILS - BTM OF LIGHT FIXTURES ALL ACCESSORIES AND CONTROLS o ro - 10'-8" AFF TO BE MOUNTED NO MORE THAN - TILED STEP, TVP. CT -1 3"x12"CERAMIC BULLNOSE TILE CT -2 1'-0'• I OZ PUBLIC PET WASH SCALE: 1/4"= ELEVATION ______ BTM OF LIGHT FIXTURES 10'-0"AFF ALL PUBLIC PET WASH WALLS 3'-10" A. E F. AND WITHIN 24 REACH FROM EDGE OF TUB WALL. GARMENT ® SHALL HAVE MOISTUREHOOKS DOWN TVP. TVP. WATER TEMPERATURE J RESISITANT GYPSUM WALL ,TVP. \ / m ADA TUBCONTROLLEVER 0 _ _ P-6 LL = O X12" SHAMPOO SHELF, TVP. P-6 U 11 2" CIA .OUTLET FOR FORCED AIR DRYER HOSE W 1-12" PVC HOSE CONNECTOR 1'-0'• I OZ PUBLIC PET WASH SCALE: 1/4"= ELEVATION David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C eIn9 D�g`oC SEAL N J, w ALL PUBLIC PET WASH WALLS LEASH TIE GARMENT SHALL HAVE MOISTUREHOOKS DOWN TVP. J RESISITANT GYPSUM WALL ,TVP. \ / m BOARD 0 _ _ RECESSED DRYER SWITCH, TYP OF 2 LL = O X12" U Lu O BULLNOSE TILE CT IT /r� V 01/z0 - - TILE PET WASHTUB REFER TO Ljj N0N LL Q N0N LL -21 - - ® C -1 DETAILS UJ =_ C:) >_ _ (n > =THETRIM = 1 A]. SI WALL CAP REFER TO DETAILS - - o ro - 4° CUTTILE CT -1 - TILED STEP, TVP. CT -1 6" HIGH TILE WALL BASE QT -1 _ 15/A80 - - - - 24"X24" LOCKABLE FLUSH ACCESS PANEL BABCOCK DAVIS BOLA 24,24S 16 GA s"HIGH TIL E BASE 10 3/4" QT 1 FLOOR MOUNTED PET DRYERS STAINLESS STEEL, 1 INCH EXPOSED ACCESSIBLETHRU ACCESS PANEL STAINLESS STEEL FRAME, SPRING BOTTOM WALL MOUNTED LEASH HINGE AND SCREW DRIVE CAM LOCK TIE DOWN, TVP. RECESSED DRYER SWITCH SCALE: 1/4"=r-0" 01 PUBLIC PET WASH ELEVATION SCALE: 1/4"=1'-0" David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C eIn9 D�g`oC SEAL N J, DATE ISSUE/REVISION 06-02-2021 1 BID PERMIT w l^� QU V J \ / m 0 LL = O U Lu O wr� IT /r� V 3:/V Ljj N0N LL Q N0N LL O LU UJ =_ C:) >_ (n > ('7 DATE ISSUE/REVISION 06-02-2021 1 BID PERMIT 6/3/2021 9:12:26 AM David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com Ci \N heat R W. I / SEAL Lu U l^� Q V o -\Q I-- COED m 0 � N2 LL = O § � U Lu O> Lu V In co In COLL Lu 1 CAR 2 Q LL LLLUc) O LU 1" 2'-0" >_ >_ (n > C7 G . TO FIELD DRILL 2" DIA. HOLE FOR POWER& COMMUNICATION, INSTALL LAMINATE GRAY PLASTIC GROMMET COUNTERTOP WITH RADIUSED LAMINATE COUNTERTOP 3'-1" CORNER L-2 WITH 1-1/2 EDGE L-2 FRONT LAMINATE ADJUSTABLE 1'-6" SHELVING L_2 HOLD G . TO FIELD DRILL (1)2" DIA SHELF PIN HOLES CABLE ACCESS IN @2 OF CENTER PANEL G . TO FIELD DRILL (1) 2" 2" DIA _ DIA CABLE ACCESS IN _ Fl - CENTER PANEL 2_0^ _ PRINTER LAMINATE OVER EXPOSED TO VIEWCARCASS CONSTRUCTION L_2 VINYL COVE BASE VB -1 2 3T EXTEND FLOOR FINISH UNDER CABINET �1 09 GROOMING RECEPTION 10 SECTION @ GROOMING DESK SCALE: 3/4"=1'-0" CALE: 3/4"=1'-0" DESK ELEVATION OCCUPANCVSTROBE AT 8'-6" AFF PROVIDE FINISH TRIM 4'-0" L. x 14" D. WHITE VENTILATED SHELVING MOUNTED ABOVE TUB. PROVIDE FINISH TRIM PROVIDE FINISH TRIM FOR ALL WALL PENETRATIONS. PROVIDE FINISH TRIM BVAANNTR FOR ALL WALL FOR ALL WALL EJEEUCARRO PROWOOD NCCEALE MR PEENETRATONS. PEENETRATONS. PEENETRATONS. ROETAL PROVIDE FIRE RETARDANT WALL FOR ATTACHMENT PROVIDE FIRE RETARDANT PROVIDE FIRE RETARDANT BLOCKING AS REQUIRED. PROVIDE FIRE RETARDANT 4.0^ BLOCKING AS REQUIRED. BLOCKING AS REQUIRED. BLOCKING AS REQUIRED. h CEILING h CEILING CEILING h 41\ CEILING 10'-0" 10 10' FORCED 4'-0 F.R.P. OVER MOISTURE RESISTANT GYPSUM BOARD P 1 AIR DRYER P_i P-1 PAINT DOOR FRAME THERMOSTATIC MIXING VALVE FRP-1 MOISTUROISTURER ME RP -1 P-1 F.R.P. OVER WITH TEMPERATURE CONTROL- RESISTANT CRY MOISTURE WATER SUPPLY LINES ® GYPSUM BOARD P-1 FRP-1 RESISTANT GYPSUM BOARD HOSE BIBB f- ---1 LEASH TIE r it L r r Lr -- — —moi = = DOWN HOLDING CAGE HOLDING CAGE HOLDING FUTURE FUTURE FUTURE LEASH TIE DOWN o FASTEN To HOLDING CAGE HOLDING CAGE - ��4 CAGE HOLDING FASTEN TO - = CONCEALED - CAGE r CONCEALED QB -1 - WOOD BLOCKING BLOCKING COR FINISH FINISH FLOOR FINISH FLOOR IS FINISH FLOOR h FLOOR 0'-0" 6'6" 6' HAIR INTERCEPTOR PROVIDE REMOVABLE QB -1 OB -1 GET VB -1 VB-11s/Aao VBT QB -1 VB -1 QNB 16/A8.0 GRATE FOR ACCESS TO 16/A8.o TRENCH DRAIN TRENCH DRAIN OUTLET DEHUMIDIFIER FOR CLEANING 08 HOLDING ELEVATION SCALE: 1/4"=1'-0" 07 HOLDING ELEVATION SCALE: 1/4"=1'-0" C OV HOLDING ELEVATION SCALE: 1/4"=1'-0" 05 BATHING ELEVATION SCALE: 1/4"=1'-0" WALL GRILLE DUCT THROUGH WALL PAINT P-2 REFER TO MECHANICAL ROUTE IN JOIST SPACE ROOFROODECK DECK R0� OF DECK Y ±13'-0ALL ROOF DECK h ±13�_0 113 5 - MING 113-10 ALL REAR WALLS REAR WALL REAR WALL ELM OFFRONT LI OF LIGHT B BTM OF LIGHT. BTM OF LIGHT XT FIXTURES URES FIWF - - - -. ________________________ REFER TO DETAILS 11, &13ON A70FOR L-1 GROOMING TABLE PROVIDED BY PET SUPPLIES PLUS. TYPICAL OF 3. FIXTURES--- 10'-8"AFF REFER TO DETAILS 11,12&13ONA7.0 REFER TO DETAILS 12&W FIXTURES 10'-8"AFF WALL MOUNTED LEASH TIE DO WV STAINLESS OPEN P_2 BEYOND 10'-8"AFF REFER TO DETAILS 11,12&13ONA7.0 FOR L-1 WAINSCOT 10'-8"AFF W WAINSCOT SEAM AND P-2 WOOD FOR L-1 WAINSCOT SEAM AND CORNER P-3 FOR FOR L-1 WAINSCOT WAINSCOT P-2 SEAM AND CORNER STEEL 1N PARTITION POST SEAM AND CORNER CORNER DETAILS P-3 wALL TRIM WALL PIN MOUNTING RING. DETAILS DETAILS DETAILS SECURE TO WALL & GLAZING SYSTEM LAMINATE woo0 GROOMING TABLE WALL TRIM 4/A7.0 14/A7.0 5/A7.0 woo0 PAINT DOOR COUNTERTOP L-2 P_3 WALLTRIM PROVIDED BY PET RETAPROVRDANT RETARDANT wooO WALLTRIM P-3 FRAME OS/AZO SUPPLIES PLUS OS/AZO OS/AZO BLOCKING AS - - TYPICAL OF 3. REQUIRED P 2 T.O. WALL TRIM h h T.O. WALLTRIM WALL MOUNTED T.O. WALL TRIM h T T.O. WALL TRIM h 4'-0 3� LEASH TIE DOWN. 4 WOOD7 WALL TRIM L-1 40 STAINLESS STEEL v'xaoox WOOD WALL TRIM L-1 - L_i - P_3 MOUNTING RING. P-3 - • @ I I _ SECURE TO WALL _ _ - _ - &PROVIDE FIRE - FINISH FLOOR h FINISH FLOOR RETARDANTF FINISH FLOOR FINISH FLOOR YO' -0" 6'-67/8" WooDBLO A KING 0'-0" 0'-0" 0 11'-3" VB -1 ♦,� AS REQUIRED. GROOMING STATION PROVIDED BV 10-101/4" RECEPTION GATE 9 GROOMING STATION PROVIDED PET SUPPLIES PLUS TYPICAL OF 3. VB -1 DESK REFER T013/A6.1 VB -1 GROOMING STATION PROVIDED BY A6 2 PET SUPPLIES PLUS. TYPICAL OF 3. VB -1 GROOMING TABLE PROVIDED BY PET PET SUPPLIES PLUS. TYPICAL OF 3 1 SUPPLIES PLUS. TYPICAL OF 3. 04 GROOMING ELEVATION 03 GROOMING ELEVATION 02 GROOMING ELEVATION 01 GROOMING ELEVATION SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" SCALE: 11T' V-0" SCALE: 1/4"=1'-0" 6/3/2021 9:12:26 AM David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com Ci \N heat R W. I / SEAL DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I U) z O H W W O W z z N Q Lu U l^� Q V o -\Q I-- COED m 0 � N2 LL = O § � U Lu O> Lu V In co In COLL Lu Q LL LLLUc) O LU >_ >_ (n > C7 DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I U) z O H W W O W z z N Q 6/3/2021 9:12:30 AM David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com Ol`N heat R W. I / mg DO Oc SEAL FIC' TRIM PIECE AT SEAM AND CORNERS TO START AT4" A. E F.(ABOVE WALL BASE) TO TRIM PIECE AT SEAM AND CORNERS TO =J UNDERSIDE OF APRON. STARTAT4" AFF (ABOVE WALL BASE) TO TRIM PIECE AT SEAM AND CORNERS TO UNDERSIDE OF APRON. START AT 4" A.F.F. (ABOVE WALL BASE) TO n�V^1 /LJ O_ H> LEJ UNDERSIDE OF APRON. CO 0 3/4" THICK WOOD Y m �N OD O SILLCAP P_3 ca LL COUNTER SINK ALL /G 3/4 THICK FASTENERS RS, FILL HOLES CLuN� APRON P-3 AND PAINT P-3 LL 1/4" ROUTE v4° '7 'OP, a ROUND -OVERTOP 0 = p = HEIGHT NOTED ON M EDGE OF SILL CAP c � 1TW WALL SCHEDULE GROOMING N VESTIBULE GROOMING SEALANT FIBER REINFORCED 3/4 3/4" FIBER REINFORCED L-1 FIBER REINFORCED L-1 LAMINATE ADHERED LAMINATE ADHERED 1_1/2" LAM INAT E ADHERED FIBER REINFORCED L-1 SII TO GVP. BOARD L_i TO GYP. BOARD TO GVP. BOARD LAMINATE ADHERED �K 1_1/2^ TO GYP. BOARD OUTSIDE CORNER TRIM, 1/4" INSIDE CORNER TRIM, 1/4" THK.x1-1/2 WOODTRIMTO THK.x1-1/2 WOODTRIMTO WHERE SEAMS OCCUR, 1/4" BE FASTENED TO WALL P_3 BE FASTENED TO WALL P_3 THK. x 1-1/2 WOOD TRIM TO BE FASTENED TO WALL P-3 COUNTER SINK ALL FASTENERS, COUNTER SINK ALL FASTENERS, FILL HOLES AND PAINT P-3 FILL HOLES AND PAINT P-3 COUNTER SINK ALL FASTENERS, FILL HOLES AND PAINT P-3 14 WALL SECTION SCALE: 11/2"=1'-0" 13 WALL SECTION SCALE: 3"=1'-0" 12 WALL DETAIL SCALE: 3"=1'-0" 11 WALL DETAIL SCALE: 3"=1'-0" SCHLUTER PVC RONDEC EDGE PROTECTION. COLOR: GREY "G". TYPICAL ALL EDGES CT -1 TYPICAL U.N.O. /8" DENS -SHIELD BACKER BOARD. INSTALL PER MANUFACTURES SPECIFICATIONS, TYPICAL. SCHLUTER PVC RONDEC EDGE d5 PROTECTION. COLOR: GREY "G". CLEAR SILICONE CAULK, TYPICAL. BRACE WALL BACK To STRUCTURE WITH 35/8°X20 7. fREFER -1 CT -1 TYPICAL U.N.O. TUBSIDE NEIGHBOR SIDE GA. METAL STUDS @ 48" 0 . IN ALTERNATING DIRECTIONS. ^. CT -3 TYPICAL BASIN. 10 CEILING PLAN SCHLUTER KERDI WATERPROOFING ?� MEMBRANE BEHIND ALL CT-1/CT-2/CT-3. METAL STUD FRAMING PER CLEAR SILICONE CAULK, 'I SCHEDULE TYPICAL. 5/8° THICK GYPSUM WALL PRE -SLOPED KERDI SHOWER TRAY " 'I ROOF DECK BOARD To 6" ABOVE FINISHED INSTALLED PER MAINE.1ra° CEILING SPECIFICATIONS. SHOT PINS AT 12"OC WITH 1/4° HILTI FASTENERS ICBG #2388 3/4" FIRE RETARDANT TA PLYWOOD. R FLOOR SLAB METAL STUD WALL FRAMING. WALL VENT To ALLOW AIR FLOW To THE DRYERS UNDERNEATH SHOWER BASIN. B. L VENT 10 WALL SECTION SCALE: 12"=1'-0' 09 WALL DETAIL SCALE: 11/2"=1'-0" 08 WALL DETAIL SCALE: 11/2" - 11OWAL°AFF PROVIDE IN WALL FIRE RETARDANT BLOCKING FOR ALL PET WASH ACCESSORIES SCHLUTER PVC 3/4" THICK WOOD P-3 NOTE. ALL PLUMBING TO BE RONDEC EDGE SILL CAP CONCEALED IN WALL. NO PROTECTION. COLOR. COUNTER SINK ALL SEALANT EXPOSED PLUMBING IN PET GREY "G". TYPICALALL FASTENERS, FILL HOLES WASH AREA IS PERMITTED. EDGES AND PAINT P-3 3/4 THICK WOOD 3/4" THICK WOOD TRIM AND 5-10 AFF APRON P-3 s 1/2" APRON P-3 CT -1 TYRcnL�.N.o. COUNTER SINK ALL 1/4' ROUTE 1/4"ROUND FASTENERS, FILL HOLES SHORTTUB TALLTUB OVER TOP EDGES "AFF OF SILL CAP 61L5/8"THICK ANDPAINTP-33- 4'-O"AFF 43/4" DENSSHIELD (OR TTY MOISTURE RESISTANT GVPSUM BOARD ON EQUAL) COATED GLASS MAT - PETWASH ROUTE 1/4" ROUND-OVERTOPs3/B" PET WASH SIDE, PAINTBACKER BOARD BEHINDES3/4 3/4" ATHAMPER EDGE OF WALL TRIM DENSSHEILD(OR EQUAL) COATED GLASS CERAMIC TILE MAT BACKER BOARD BEHIND CERAMIC CT -1 TILE. CERAMIC WALL TILE SET IN SEALANT -' 5/8" THICK DENSSHIELD(OR SEALANT PUBLIC LATEX- PORTLAND CEMENT MORTAR BOND HOLDING / EQUAL)COATEDOARD GLASS MAT FRP-1 51/e" FIBER REINFORCED COATANDGROUT. PETWASH BACKERBOAROBEHINO LAMINATE ADHERED TO BATHING TOP OF CERAMIC TILE GYP .BOARDL-1 ROOM CERAMICTILE 7'-1"AFF 1-1/2" PVC PIPE ADAPTER STUBBED OUT OF WALL FOR PSP PROVIDED THRESHOLD TRIM WALL CAP DRYER HOSE FLANGE CONNECTION. REFER TO ELEVATIONS FOR ESCUTCHEON WITH CHROME ROUGH -IN LOCATION. TYPICAL FOR FINISH BY PLUMBING CONTRACTOR 07 WALL DETAIL SCALE: 11/2"=1'-0" 06 WALL DETAIL SCALE: 11/2"=1'-0" 05 WALL DETAIL SCALE: 11/2"=T-0" EACH TUB 2" 0 OUTLET FOR FORCED AIR DRYER HOSE W/1-1/2" PVC HOSE 2"DRVER OUTLET CONNECTOR, TYP. 5'1l"A.F.F. DRYER HOSE FLANGE SUPPLIED AND WATER SUPPLY LINE WITH INSTALLED BY PC SEAL PERIMETER, TVP. HIGH PRESSURE SPRAYER 1'-6" MAX 8" REFER TO SILT. A6.1 FOR MOUNTING HEIGHT GUIDELINES FOR LEASH TIE DOWN 5'-63/4"AF REFER TO ELEVATIONS FLAT CAP, BRUSHED STAINLESS VARIES ACCESSORIES IN ADA PETWASH BAS BTM. OF SHAMPOO SHELF CONTROLL�TEMPERATURE EVER CR LAURENCE PP56 END -LOAD STANDOFF 3'-10" A.F.F. SLIMLINE SERIES STRAIGHT FITTING, SET SCREWS WATER TEMP. CONTROL LEVER 08/AZO DPP. PARTITION POST GAZING ry 3'R"A.EF. SYSTEM, BRUSHED CRL BRUSHED STAINLESS 18"IT x 2'-10" AFF STAINLESS STEEL FINISH 1" DIA. PP56 SLIMLINE SERIES WALL VENT TO ALLOW AIR 09/A7 0 m 3/4" THICK WOOD STRAIGHT END POST, COUNTER SINK ALL FLOWTO THE DRYERS PET WASH TUBTUB TLE R P-3 SILL CAP CAT. # PP56EBS 3/4 THICK WOOD FASTENERS, FILL HOLES UNDERNEATH THE SHOWER KERDI SYSTEM COUNTER SINK ALL FASTENERS, FILL HOLES _ 1/4" THK. 16"H CLEAR SILL CAP AND PAINT P-3 P-3 BASIN ., DRYER SUPPLIED BY PSP AND PAINT P-3 6 7/B" 3/4"THICK WOOD io m TEMPERED GLASS PANEL 1/4"RADIUS EDGE ALL INSTALLED BY G.C. SECURE DRYER P3 APRON 71/4 TOP EXTERIOR EDGES. SCHEDULE 40 PIPE STUBBED TO FLOOR. ,.. SALES OUT OF WALL FOR POWER ROUTE 1A / CRL BRUSHED STAINLESS 18 IT 1/4, 3/4 THICK WOOD DRYER HOSE CONNECTION. ROUND -OVERTOP a 1" DIA. PP56 SLIMLINE SERIES APRON P_3 PROVIDE PIPE SUPPORT. EDGE OF SILL CAP ^ 4'-0" AFF STRAIGHT CENTER POST, CAT. # PP56CBS 3'-6" AFF — ry TYPICAL FOR EACH TUB. FLOOR FINISH, REFER TO FINISH SCHEDULE. SALES N M FULL FLANGE BASE, PET WASH CONCRETE &FLOOR FINISH SEALANT GROOMING BRUSHED STAINLESS CT -1 TOSLOPE 1/4"PER FT. 3/4 3/4" SEALANT FINISH FLOOR - SURFACE 5/8 THICK 0'-0" MOUNTED DENS -SHIELD (OR FRP-1 FIBER REINFORCED STANDARD EQUAL) COATED REFER TO PLUMBING LAMINATE ADHERED L-1 TO GYP. BOARD GLASS MAT BACKERDRAWINGS s 1/4" BOARD BEHIND FOR FLOOR a FRP-1 DRAIN DETAILS. SET TOP 15/A8 0 CERAMIC TILE OF DRAIN TROUGH 1/4" BELOW EXIST SLAB ELEV. 04 WALL DETAIL SCALE: 11/2"=1'-0" 03 WALL DETAIL SCALE: 11/2"=1'-0" 02 WALL DETAIL SCALE: 11/2"=1'-0" 01 WALL SECTION SCALE: 3/4"=1'-0" 6/3/2021 9:12:30 AM David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com Ol`N heat R W. I / mg DO Oc SEAL FIC' Lu =J U J n�V^1 /LJ O_ H> LEJ _j CO 0 o Y m �N OD O ca LL /G CLuN� LL >>p� 0 = p = c � DATE IISSUE/REVISION 06-02-2021 I BID PERMIT U) z 0 H U W >J K 6/3/2021 9:12:35 AM David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com Dk W hearR. C I In9 D�g`oc SEAL a ADHESIVE Lu J U 1 "x2" STEEL ALIGNMENT TRUSS LEI _j CD o Y m �N STRUCTURAL VARIES TO LL /G Lu 0 Ed UPRIGHTS FIXTURE ARM SECURING MOISTURE RESISTANT GYPSUM Lu \F�F�V/��•LFJ� ROUGH -IN SCREWS 3: NOTE. CAULK FRP AT ALL TOPSAND � NOTE. CAULK FRP AT ALL BOARD LOCATED BEHIND FRP PANELS TERMINATION POINTS. CAPPED LEVELING TOPS& TERMINATION POINTS ONLY. SCREW CAST IRON CONCEALED ARM FRP PANEL(S) BEHIND FISH AND CERAMIC TILE m ANIMAL UNITS. FRP PANEL. FRP PANEL TO END AT QUARRY TILE BASE. NONSLIPLOCKING ISH/ANIMAL UNITS SCHEDULED GROUT SCH LUTER TRIM TO BE 3-1/2"z e m DEVICE SALES FLOOR TERMINATE FRP INTO ,TCHANNEL. DENS -SHIELD BACKER GYP BOARD TRANSITION BETWEEN PROVIDED BETWEEN TILE FLOOR FINISHES TO BE AND CONCRETE FINISH. 6" STUDS TO BE USED WHERE FLUSH. RECESS GROUT. LAVATORY ARM CARRIERSMOISTURE RESISTANT GYPSUM WRAP WATERPROOF MEMBRANE UP CONCRETE AS REQUIRED. ARE LOCATED WALL BASE AS SCHEDULED BOARD WALL MIN. 12" BEH IND TILED WALL TILE AS SCHEDULED 36 WRAP WATERPROOF MEMBRANE UP AREAAND BEHIND NEWS HIGH SECURE TO TERMINATE FRP PANEL(S) INTO PVC WALLMIN.12"BEHINDNEW6"HIGH COVED QUARRY TILE BASE FLOOR FINISH. REFER THINSET SORTER CAST IRON SUPPORTING EDGE TRIM MOLDING WITH SEALANT COVED QUARRY TILE BASE TO FINISH SCHEDULE. BED FLOOR BRACKETS AS RECOMMENDED BY FRP SLIP RESISTANT FLOOR FINISH AS SMOOTH TRANSITION WITH 1/2" SCHEDULED SET IN LATEXPORTLAND EXPANSION RECTANGULAR STEEL MANUFACTURER. EDGETRIM SLIP RESISTANT FLOOR FINISH AS CEMENT MORTAR BOLT STRUCTURAL MOLDING COLOR TO MATCH FRP. SCHEDULED SET IN LATEX -PORTLAND UPRIGHTS CEMENT MORTAR FOOT SUPPORTS URETHANE SEALANT a .. � • . , '...' ... °...: NEWCONCRETE FLOOR SLAB G WATTS DRAINAGE PRODUCTS ca-411-wc FLOOR FLOOR SLAB a - NEW SLOPED CONCRETE MOUNTED CONCEALED ARM LAVATORY CARRIER FLOOR SLAB ' INFILL 1 3-1/4" WITH HEAVY GUAGE STEEL UPRIGHTS WITH SCHLUTER-KERDI WATERPROOF MEMBRANE SET INTEGRAL WELDED FEET, ADJUSTABLE EPDXY SCHLUTER-KERDI WATERPROOF MEMBRANE SET IN IN COMPATIBLE ADHESIVE. WRAP WATERPROOF COATED CAST IRON ARMS WITH LEVELING URETHANE SEALANT COMPATIBLE ADHESIVE. WRAP WATERPROOFING MEMBRANE UP WALL MIN. 12" BEH IND NEW 6" 4-1/2 SCREWS AND BASIN LOCKING DEVICE, UPPER TIE MEMBRANE UP WALL BEHIND WALL BASE. HIGH TILE WALL BASE ROD AND PLATED HARDWARE. CLOSED CELL BACKER ROD 18 LAVATORY ARM CARRIER BASE DETAIL @ FISH / ANIMAL UNITS BASE DETAIL @ BASE DETAIL @ PUBLIC w 14 FLOOR TRANSITION SCALE: N.T.S. 17 SCALE : 3"=1'-0" 16 6 SCALE: 3"=1'-0" 15 SCALE: 3"=1'-0" SCALE: 6"=1'-0" DETAIL / TOILET RM / DRINKING FOUNTAIN GROOMING/ BATHING PET WASH TACTILE SIGNAGE EXIT NOTE. A MINIMUM WIDTH OF 2'-0"CLEAR Toz IS NEEDED FOR EACH ROW OF CARTS TROOM ., .. VORES METAL STUD WALL F N J 10'-6" w " 5/8 GYPSUM BOARD SIGNS SHALL CONFORM WITH APPLICABLE 2"DIA STEEL RAILp3'-6" 3'-6" CODES WITH CHROME o CLEAR SILICONE SEALANT FINISH. MCCUE _@ 1. CHARACTERS SHALL BE RAISED 1/32 IN. MINIMUM ABOVE THEIR CARTSTOP GR BACKGROUND. - - z EASED FINISH EDGE w 2. CHARACTERS SHALL BE UPPERCASE AND SANS SERIF. m 3. CHARACTERS SHALL BE ACCOMPANIED BY GRADE II BRAILLE. 23/8 DIA STEEL POST 4. RAISED CHARACTERS SHALL BE AT LEAST 5/8 IN. HIGH, BUT NO WITH CHROME FINISH. t4 w SECURE CORNER GUARD HIGHER THAN 2IN. I m TO WALL FRAMING WITH 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE EQUIVALENT z FOAM TAPE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. SECURE TO SLAB RE R 2"DIA. STEEL RAIL L-1 6. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE w MCCUE CARTSTOP FINISH. WITH X31/2" WITH CHROME SEEFINISH7. EXPANSION p FINISH. MCCUE 21/2"VIN VL WALL CORNER CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND. ANCHORS SCHEDULE FOR CARTSTOP GUARD,CGTI T04'-0"AFF 8. SIGNS SHALL BE MOUNTED TO THE LATCH SIDE OF THE DOOR AND SPECIFICATION GUIDANCE RAIL (GR) . MOUNT BOTTOM OF CORNER HAVE A MOUNTING HEIGHT OF 60 IN. ABOVE THE FINISH FLOOR TO GUARD AT TOP OF VINYL THE CENTERLINE OF THE SIGN. BASE 13 THRESHOLD DETAILS SCALE: N.T.S. 12 CHROME RAIL SECTION SCALE 1"=1'-0" 11 CHROME RAIL PLAN SCALE: 1/4"=1'-0" 10 CORNER GUARD DETAIL SCALE: s -=1'-o" 09 TACTILE SIGNAGE DETAILSCALE: N.T.S. PLASTIC CAP PLASTIC CAP BOLLARDSET BOLLARDSET IN EXISTING IN NEW CONCRETE S g SLAB 0 o SHEETROCK ZINC CONTROL JOINT N0. 093 4" DIAMETER STEEL BOTH SIDES PIPE, CONCRETE 5/8 GYPSUM PANEL SHEETROCK ZINC FILLED WITH CAP 4" DIAMETER STEEL PIPE, 5/8" GYPSUM PANEL CONTROL JOINT N0. 093 CONCRETE FILLED WITH 5/8" FIRECODE BOTH SIDES. 4" DIAMETER STEEL PIPE WITH TOP. SET IN CAPTOR WELD TO BASE TYPE 'XGYPSUM CONCRETE INFILL. PROVIDE CONCRETE FOOTING PLATE WITH PONT. WELD PANEL --7\\.5/8"1 5/8" FIRECODE TYPE 'X' PLASTIC CAP AT TOP. SET IN 3/4" ANCHOR BOLT 4'-0" DEEP WITH 2" AT PERIMETER OF PIPE.GYPSUM PANEL GYPSUM BOARD OVER CONCRETE FOOTING 3'-0"DEEP OR DRILL AND GROUT MIN. AROUND PIPE. PAINT "SAFETY YELLOW' METAL STUD FRAME WALL. BELOW FROST DEPTH WITH 2" MIN. INTO FLOOR SLAB PAINT "SAFETY REFER TO WALL LEGEND. AROUND PIPE. PAINT "SAFETY WITH NON -SHRINK YELLOW' REFER TO SCHEDULE FOR YELLOW' GROUT. PAINT FINISH. EXTERIOR INTERIOR 1/2"STEEL BASE PLATE. 3/4 FIRE RETARDANT TREATED PLYWOOD TO 8'-0" 4" DIAMETER STEEL ° AFF SCREW TO WALL OVERHEAD PIPE CAP TOP. WELD a FRAMING REFER TO DOOR TO BASE PLATE WITH SCHEDULE FOR PAINT FINISH - 2"MIN. PONT. WELD AT PERIMETER OF PIPE. NOTMO MAX SPACING TO BE 30'-0" 2 5/8P MAXJJJfITTI NOTE L5/8 GYPSUM PANEL a MOUNT2"OUTFROM J771 XXT PEAGYPS ADHERE TO MANUF. TV E'X'GVPSUM FACE OF FACE OF DOOR MANUFACTURERSWRITADHERE/2"MAX WRITTEN ATTACHMENT 3-1/8" PANEL GUIDE PAIL. _ ATTACHMENT REQUIREMENTS. REQUIREMENTS - PROVIDE CLEAR SEALANT z. FIRE RETARDANT 2X4 AT -0 BASE OF WALL CONCRETE FOOTING FOR BOLLARD INTERIOR / EXTERIOR CONTROL JOINT FOR ONE-HOUR GYPSUM BOARD CONTROL STOCK ROOM BASE 08 BOLLARD SECTION SCALE: 1"=1'-0" 07 SCALE: 1"=1'-0" C OV SCALE: 3"=1'-0" 05 SCALE: 3"=1'-0" w 04 SCALE: 11/2"=1'-0" BOLLARD SECTION RATED PARTITION JOINT DETAIL #4x1'-0" INTO EXISTING SLAB @ 12' 0 . DRILL & EPDXY DOWEL W/ HILTI HIT-HY 150 MAX 5"MIN .THICK CONCRETE DETECTABLE WARNING MAT #4;3'_6" @12' 0 C. 5'-0" 5-0 EXISTING SLAB OVER VAPOR BARRIER CAST IN PLACE REPLACABLE EMBEDD BAR 6" INTO #4 X 18" @ 12" 0/C 6" CONCRETE AND SU BGRADE REFER TO MAT (2'-0" x 5'-0") EXISTING SLAB. USE 2�� 1/2"EXPANSION DD TO EXISTING SIDEWALKS NOTESONSHEETA1.0 COLOR. BRICK RED HILTI HVAADHESIVE JOINT MATE RIAL SLAB HVA SLOPE FED 2ASNOTED SLOPE _ PLUMBIN\TRENCH ON SIZE AS NOTED ON PLANS _ ADHESIVE DOWN SIDEWALK ADHESIVE DOWN OR NEW SLAB AND DETAILS AS NOTED ON SHEET A10 6" RD ACCESS PRODUCTS INC. 241 MAIN STREET, SUITE 100 _ BUFFALO, NV 14203 6"AIR SPACE r 4@12"O.C. ==�\y\\\'\ j TVP. Jr PH 888-679-4022 AA iTHREESIDES z w x SALES. EXISTING SLAB • �• — EXISTING 2 o SALES@ACCESSPRODUCTS. COM GROUT SOLID 12 �, j m SLAB z RAMP UP, 1'.123' ... 4"CONCRETE SLAB W/#4 @9" 28 z e, SLOPE O.C. EACH WAV BOTTOM ON 1 OR o DETECTABLE WARNING MAT 5/16"x 26 GA. CENTERING —< WET SET INTO CONCRETE SET a d o %f%' wo FLARED SIDE, MAT 6"FROM LOWCURB EDGE 1 10 SLOPE '. NOTE EXISTING PAVEMENT e — MAT SHALL BE 2'-0" IN TRAVEL SAWCUTTO ALLOW FOR G o DIRECTION x FULL WIDTH OF RAMP ""ti NEW FROST SLAB. PROVIDE IF X < 48 THEN THE SLOPE OF EXPANSION JOINT -\/\/\ THE FLARED SIDES SHALL NOT MATERIAL m EXCEED 1'.12 0 . b BS CONT OT °ACTED SUBGRADE AND BASE R TO SHEET A10 HANDICAP ACCESSIBLE 03 SCALE: N.T.S. 0' FROST SLAB DETAIL SCALE: 1/2"=1'-0" 01 TYPICAL FLOOR PATCH DETAIL SCALE: 11/2"=1'-0" CURB DETAIL 6/3/2021 9:12:35 AM David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com Dk W hearR. C I In9 D�g`oc SEAL a Lu J U J LEI _j CD o Y m �N °° O c< LL /G Lu 0 Ed Lu \F�F�V/��•LFJ� O 3: co � DATE IISSUE/REVISION 06-02-2021 I BID PERMIT J) Q W 0 O 0 K C0 w m Z (9 Z 0 6/3/2021 9:12:36 AM David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ni \N heat R W. BG/'ling CIO O�.: SEAL Lu GYPSUM BOARD, PAINT PER U FINISH SCHEDULE Q l/LJ LAMINATE OVER 3/4" x 4" FASTEN STUD TO CO BOARD BACKSPLASH. L-2 EACH SIDE OF POST, of=0 Q � � U SECURE TOP TRACK LAMINATE COUNTERTOP WITH 1 Lu Ed 1/2 SOLID EDGE. REFER TO 31/2"X31/2"STEEL TUBE. Lu LL FLOOR PLAN FO TH OF WELD TO 12"x31/2"x1/4" of O COUNTERTOP L-2 LATE WITH CONTINUOUS WELD AT W W = PERIMETER i� WOOD CLEAT : REFER FOR WALL AT WALL TYPES FOR WALL •�� O� �O� �0� CONSTRUCTION z G a 3/4 GRAY w w MELAMINE - SUPPORT LEGS. m SHELVES GRAY MELAMINE WALL BASE PER .1 SCHEDULE HILTI KWIK BOLT TZ EXPANCHOR WITH 23/8WALL BASE PER EMBED. INTO EXIST. SLABSCHEDULE TYPOF4 FLOOR FINISH REFER TO WALL LEGEND F\LOCIA8 FINISH WALL CONSTRUCTION TYPE. FLOOR 11 OFFICE DOOR HEAD SCALE: Y=1'-0" 10 OFFICE DOOR HEAD SCALE: 3"=1'-0" �1 09 OFFICE DOOR JAMB SCALE: 3"=1'-0" 08 SECTION @ OFFICE DESK SCALE: 1"=1'-0" O7 STEEL TUBE BRACE DETAIL SCALE: 3"=1'-0" /2"X31/2"X2'-4"STEEL TUBE. WELD TO12"x3 SELF CLOSING HINGE PET WASH x1/4" STEEL PLATE WITH CONTINUOUS WELD MAGN ETRICCATE LATCH, . NOTE LOCATION OF TUBE STEEL LEVER HANDLES, NON-LOCKINGOWN JATPERIMETER FOR REFERENCE ONLY. REFER TO FLOOR BLACK FINISH N FOR FINAL LOCATION. w L+ + + �O r DRILL 2 - 1 DIA. HOLES J ;..:'; :: .: •,: _ m THRU TUBE STEEL FOR ELECTRICAL CONDUIT 0 w WALL FINISH AS 2" X2" BLANK POST SECURED TO WOOD y SCHEDULED JAMB, INTO WALL CONSTRUCTION. w 2X BLOCKING FASTENERS TO BE FLUSH OR ROUNDED SALES TO PREVENT SNAGS 3/4" THICKWOODJAMB, P-3 SILL CAP (ABOVE) ANDAPRON (ABOVE) SAN MARINO POLLED TOP SINGLE LEAF GATE. FLUSH BOTTOM RAIL WITH 5/8" VERTICAL PICKETS AND 3-13/16" CLEAR BETWEEN PICKETS-PUPPYPICKETS. MATTE BLACK FINISH. .. .. STEEL PIPE BRACE GATE DETAIL AT GROOMING, GROOMING VESTIBULE AND STEEL PIPE BRACE 06 STEEL PIPE BRACE DETAIL - OFFICE SCALE: 3"=1'-0" 05 SCALE: 3"=1'-0" 04 SCALE: 1"=1'-0" PUBLIC PET WASH ELEVATION TRENCH DRAIN. SCHLUTER TRIM TO BE SETTOP OF DRAIN 1/4" BELOW PROVIDED AROUND TRENCH DRAIN REFER EXIST SLAB ELEV. TO PLUMBING FOR DETAILS. SCHEDULED FLOOR EXTEND WATERPROOF FINISH MEMBRANE INTO DRAIN EXTEND WATERPROOF TROUGH MEMBRANE INTO DRAIN TROUGH FN TILE WALL FOR SHOWER BASIN TRENCH DRAIN. SCHLUTER TRIM SETTOP OF FLOOR SINK 1/4" SCHEDULED TO BE PROVIDED AROUND CONCRETE & FLOOR FLOOR CONCRETE & FLOOR FLOOR DRAIN. REFER TO CONCRETE & FLOOR BELOW EXIST SLAB ELEV. FINISH TO SLOPE FINISH FINISH TOSLOPE PLUMBING FOR DETAILS. FINISH TO SLOPE 1/4' PER FT. FLOOR GRATE 1/4 PERS 1/4" PERI_ .. f MOUNT DRAIN 1 ABOVEFINISHED FLOOR . . ; ° ''• FLOOR WHERE REQ'D BY SEE FINISH .' ; ;. - " d. d a a ". ', n v '. . , < ° < m • .�:°. e . ... a CODE SCHEDULE �. ° SILICONE BEAD 9 ..a$a. . •.� $, d : ° 6 . n • .° . d d a .. d• y B d.; °p. .m d d d •a � O O O O O O O O O O REFER TO FLOOR SLAB LIFT OUT ALUMINUM REFER TO FLOOR SLAT NOTES ON SH EET AI.O. SEDIMENT BUCKET NOTES ON SHEET AI.O 11 • • VARIES SEE FLOOR PLAN �• VARIES SEE PLAN (SLOPED AREA) o o (SLOPED AREA) VARIES SEE PLAN NOTE: G.C. TO SLOPE FLOOR TO TRENCH DRAIN. NOTE: G.C. TO SLOPE FLOOR TO DRAIN. COORDINATE COORDINATE TRANSITION AT THE DOOR AN D SLOPE AT THE PIPE TRANSITION AT THE DOOR AND SLOPE AT THE CORNERS CORNERS OF ROOM AS REQUIRED. OF ROOM AS REQUIRED. 03 TRENCH DRAIN DETAIL (HOLDING) SCALE: 11/2"=1'-0" 02 FLOOR SINK DETAIL SCALE: 3"=1'-0" 01 FLOOR DRAIN DETAIL PET WASH SCALE: 112"=1'-0" 6/3/2021 9:12:36 AM David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ni \N heat R W. BG/'ling CIO O�.: SEAL DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I U) Q W 0 Lu U Q l/LJ 11 p CO CO O COp of=0 Q � � U Lu Ed C/) Lu LL � >Q> N�_N LL of O 0=� W W = i� DATE IISSUE/REVISION 1 06-02-2021 1 BID PERMIT I U) Q W 0 11YA LIGHT BROOM FINISH SURFACE 8" REINFORCED CONCRETE PAVEMENT WITH 6x6-W2.9xW2.9WWF (CENTERED) 6" LIMESTONE AGGREGATE BASE AP jp P40 grg CONCRETE PAD SECTION WALL OR STOREFRONT CONSTRUCTION FLOOR MOUNTED CART STOP. INSTALL STAINLESS STEEL SLEEVE PROVIDED BY MANUFACTURER IN FLOOR SLAB TO RECEIVE BUMPER. 09 CART STOP DETAIL SCALE: 3" =1'-0" POWER AND DATA OUTLETS SURFACE MOUNTED TO CABINET INTERIOR. REFER TO ELECTRICAL TIMERS FOR PETWASH DRYER 3-9 2" EMT POWER POLE TO BE SUPPLIED AND INSTALLED BY E.C. EXTEND UP TO UNDERSIDE OF STRUCTURE. BRACE AS REQUIRED PER SITE SPECIFIC CONDITIONS. EMT TO BE UNFINISHED. 9 II /ISECURE TO S OF CASH WRAP elJ o G . TO PROVIDE FIRE RETARDANT TREATED WOOD CLEAT SECURED TO FLOOR SLAB 08 CASH WRAP SECTION SCALE: 1/2" =1'-0" 03 CASH WRAP ENLARGED PLAN _ 8/14/2021 4:50:25 AM 06 CASH WRAP ELEVATION SCALE: 1" =1'-0" 05 CASH WRAP ELEVATION SCALE: 1" =1'-0" 04 CASH WRAP ELEVATION SCALE: 1" =1'-0" 02 CASH WRAP ELEVATION SCALE: 1" =1'-0" 01 NOT USED David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL pl`N heat R W. '•Ii a m U-1 U Q Q2 m H W J C:) Y m 00 Q =O r U Lu O Lu v O c/ 0 T LuQ of < <LU O = _ F-- co�� DATE �OB-02-21211BID PERMIT�12-21211BID PERMIT OB -13-2021 FP REVIEW LU 0 EXISITNG MASONRY WALL THROUGH WALL FLASHING REFER TO STRUCTURAL DETAILS AFOR THIS OPENING ON SHEET S10 W8X24 GALVANIZED STEEL BEAM AND L 11" PLATE \ REFER TO S1.o WALL FOR INSTALLATION OF NEW OPENING REMOVE MASONRY TO BELOW GRADE OR FLOOR AND POUR NEW SILL WITH FINISH TO SHED WATER TO THE EXTERIOR 1/2" EXPANSION JOINT MATERIAL 8" REINFORCED CONCRETEPAVEMENT WITH 6x6 WE 9xW29WWF (CENTERED) LIGHT BROOM FINISH SURFACE 6" LIMESTONE AGGREGATE BASE COMPACTED SUB -GRADE a x GROUT BLOCK CORES SOLID— AT NEW BEAM BEARING REFER TO STRUCTURAL DRAWINGS JAMB DETAIL 5/16" BENT STEEL PLATE WRAP MASONRY JAMB ATTACH TO WALL WITH GALVANIZED ANCHORS @ 2-0" 0 . SET INTO GROUTED CORES. PAINT COLOR TO MATCH EXISTING — ANCHOR TRACK ,BRACKET TO CONCRETE SECTIONAL DOOR TRACK DOOR INSTALLER SHALL PROVIDE SUPPLEMENTAL FRAMING AND HARDWARE REQUIRED FOR INSTALLATION OF DOOR TRACK - DOOR TRACK SUSPENDED FROM ROOF STRUCTURE PROVIDE A MINIMUM OF 18" CLEAR VERTICAL LIFT ABOVE DOOR OPENING PAINT LINTEL AND HEADER PLATE MASONRY WALL AT NEW CONSTRUCTION, COLOR TO MATCH EXISTING INSULATED SECTIONAL OVERHEAD DOOR T=INDICATES POWER 120V TEMPERED SAFETY 15A, 60Hz,1p GLASS MOTION SENSOR PUSH BAR --k' EXTERIOR ELEVATION PANIC DOOR N0.1 HARDWARE RECORD USA SERIES 5100 A NOTE PACKAGE INCLUDES. THRESHOLD, PUSH BAR PANIC HARDWARE, 2 -POINT LOCKING SYSTEM, SMA.R T. CONTROL PANEL, SAFETY SENSORS, WATCHDOG LED, SAFETY SENSORS. STANDARD FINISH MATCH EXISTING EXTERIOR STOREFRONT FINISH. 45 DEG. LATERAL / BRACE REQUIRED J4�10 HORIZONTAL TRACK SECTION "AA" 71P/C4L HANGERANGLEASSEMBLY EXISTING FLOOR SLAB EXALTING FOUNDATION WALL WALL SECTION REFER TO STRUCTURAL DETIALS ON SHEET S1.0 A 1 01 I OVERHEAD DOOR DETAILS I SCALE: 1" =T-0•• NOT NOT USED USED 06 05 8/14/2021 5:00:02 AM 03 I AUTOMATIC ENTRY DOOR DETAILS GENERALNOTES A. ALL DOOR HARDWARE SHALL ALLOW FREE ACCESS IN THE EGRESS DIRECTION AT ALL TIMES. B. ALL DOOR HARDWARE SHALL BEA. D.A. ACCESSIBLE. ALL DOORS SHALL COMPLY WITH ICC/ANSI 404 AND SHALL HAVE LEVER OR EQUAL HARDWARE. ALL CLOSERS MUST BE ADJUSTED TO REQUIRE NO MORE THAN 5 LBF FOR INTERIOR DOORS AND 8.5 FOR EXTERIOR DOORS. C. ALL DOORS AND FRAMES TO BE PAINTED SEMI -GLOSS & IN THE SAME COLOR OF THE WALL IN WHICH THEYARE IN, UNLESS NOTED OTHERWISE. D. CONTRACTOR SHALL COORDINATE ALL HARDWARE KEYING WITH THE OWNER AND OBTAIN OWNERS APPROVAL PRIOR TO PLACING HARDWARE ORDER. E. ALL PRIVACYAND STOREROOM LOCKSETS SHALL HAVE PASS-THRU TYPE LOCKS OR EQUIVALENT ON THE ROOM SIDE (EGRESS OF THE DOOR). F. G.C. TO PROVIDE IN WALL FIRE RETARDANT BLOCKING FOR DOOR STOPS. 3 w 0 0 0 0 u IcntuULtu YAK I I I NN OLLOW METAL FRAME CHEDULED H.M. DOOR a° OZ TYPICAL H.M. DOOR HEAD AND JAMB DETAIL NOT USED a SCALE: 1/4" =1'-0" EXTERIOR SALES TO GROOMING HOLDING PUBLIC PET WASH OFFICE BACK ROOM OVERHEAD DOOR EGRESS RESTROOM DOOR SCHEDULE T�� LY TYPE ��T�� LT ��T TTLs`L-E 16 \ HARDWARE NOTES T.. T.. 177 T.. ALUMINUM REFER TO DRAWINGS, SEE SPECIFICATIONS AND IOWA MUST BE ENGAGED IN PROGRAMMING. PUSH BAR --k' EXTERIOR ELEVATION PANIC DOOR N0.1 HARDWARE RECORD USA SERIES 5100 A NOTE PACKAGE INCLUDES. THRESHOLD, PUSH BAR PANIC HARDWARE, 2 -POINT LOCKING SYSTEM, SMA.R T. CONTROL PANEL, SAFETY SENSORS, WATCHDOG LED, SAFETY SENSORS. STANDARD FINISH MATCH EXISTING EXTERIOR STOREFRONT FINISH. 45 DEG. LATERAL / BRACE REQUIRED J4�10 HORIZONTAL TRACK SECTION "AA" 71P/C4L HANGERANGLEASSEMBLY EXISTING FLOOR SLAB EXALTING FOUNDATION WALL WALL SECTION REFER TO STRUCTURAL DETIALS ON SHEET S1.0 A 1 01 I OVERHEAD DOOR DETAILS I SCALE: 1" =T-0•• NOT NOT USED USED 06 05 8/14/2021 5:00:02 AM 03 I AUTOMATIC ENTRY DOOR DETAILS GENERALNOTES A. ALL DOOR HARDWARE SHALL ALLOW FREE ACCESS IN THE EGRESS DIRECTION AT ALL TIMES. B. ALL DOOR HARDWARE SHALL BEA. D.A. ACCESSIBLE. ALL DOORS SHALL COMPLY WITH ICC/ANSI 404 AND SHALL HAVE LEVER OR EQUAL HARDWARE. ALL CLOSERS MUST BE ADJUSTED TO REQUIRE NO MORE THAN 5 LBF FOR INTERIOR DOORS AND 8.5 FOR EXTERIOR DOORS. C. ALL DOORS AND FRAMES TO BE PAINTED SEMI -GLOSS & IN THE SAME COLOR OF THE WALL IN WHICH THEYARE IN, UNLESS NOTED OTHERWISE. D. CONTRACTOR SHALL COORDINATE ALL HARDWARE KEYING WITH THE OWNER AND OBTAIN OWNERS APPROVAL PRIOR TO PLACING HARDWARE ORDER. E. ALL PRIVACYAND STOREROOM LOCKSETS SHALL HAVE PASS-THRU TYPE LOCKS OR EQUIVALENT ON THE ROOM SIDE (EGRESS OF THE DOOR). F. G.C. TO PROVIDE IN WALL FIRE RETARDANT BLOCKING FOR DOOR STOPS. 3 w 0 0 0 0 u IcntuULtu YAK I I I NN OLLOW METAL FRAME CHEDULED H.M. DOOR a° OZ TYPICAL H.M. DOOR HEAD AND JAMB DETAIL NOT USED a SCALE: 1/4" =1'-0" EXTERIOR SALES TO GROOMING HOLDING PUBLIC PET WASH OFFICE BACK ROOM OVERHEAD DOOR EGRESS RESTROOM David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl`N heat R W. In9 D�g`oc SEAL DOOR SCHEDULE NO. TYPE DOOR FRAME HARDWARE NOTES 01 A RECORD USA 5100 SERIES AUTOMATIC BI -PART ALUMINUM REFER TO DRAWINGS, SEE SPECIFICATIONS AND IOWA MUST BE ENGAGED IN PROGRAMMING. SLIDING ENTRY DOOR WITH TEMPERED GLASS INFO. ON THIS SHEET REDUCED OPENING SIZE MUST BE PROGRAMMED. IZ (12'-0"x7'-7 1/4") Cco O O REDUCED OPENING MUST BE SET ON THE SMART �2mof Q � � O DISPL � � U INSTALL A PERMANENT SIGN ON DOOR FRAME ABOVE DOOR HEAD STATING: "THIS DOOR TO L7LLJ 0 n� REMAIN UNLOCKED WHEN THIS SPACES IS Q of O OCCUPIED" THIS SIGNAGE SHALL HAVE 1 INCH O >W LLIW HIGH LETTERS IN A CONTRASTING BACKGROUND. > 5'-0" (60") HIGH SAN MARINO ARCHED SINGLE -LEAF 02 G GATE WITH 16" PUPPY PICKETS, FLUSH BOTTOM 2"x2" ALUMINUM POSTS, GL, SCH, SL GATE BY ELYRIA FENCE, INC. RAIL, MATTE BLACK FINISH MATTE BLACK FINISH T-D'W'-0" DOUBLE ACTING IMPACT DOOR. FLUSH HOLLOW METAL FRAME 03 J ELIASON EASY SWING LWP6 HPL LAMINART#961 W REINFORCED PLATES FOGw/ 12" BASE PLATE & 1/4"xl ON30" CLEAR LOCATED AT EVERY PROVIDED WITH DOOR MOUNTING POINT. HARACRYLIC WINDOW PAINT PPE 3'-8" (44") H IGH SAN MARINO ARCHED SINGLE -LEAF 04 H GATE WITH 16" PUPPY PICKETS, FLUSH BOTTOM GL, SCH, SL GATE BY ELYRIA FENCE, INC. MATTE BLACK FINISH HOLLOW METAL, P-2 OS F 3'-0" x 7'-0" HM DOOR PAINT P-2 SEMI -GLOSS PAINT, SEMIGLOSS SH, LKP, SL, FSTP ONE-WAY VISION WINDOWS - VIEW TO SALES DOOR TO HAVE 3/4" UNDERCUT PR. T-ONT-0" DOUBLE ACTING IMPACT DOORS. FLUSH HOLLOW METAL FRAME 06 K ELIASON EASY SWING SCP4 AL. w/18"BUMPER & AV REINFORCED PLATES ONE-WAYVISION WINDOWS-VIEWTO SALES 1/4"xl ON30" ONE-WAY VIEW ACRYLIC WINDOWS, LOCATED EVERY PROVIDED WITH DOOR HARDWARE HARDWMOUNTING POINT. R ANODIZED ALUMINUM FINISH PAINT P 8'-0" x 8'-0" INSULATED OVERHEAD SECTIONAL PROVIDED PREFINISHED PAINT EXTERIOR SIDE OF DOOR & FRAME TO 07 D PROVIDED WITH DOOR, DV MATCH EXISTING BUILDING STANDARD. PAD LOCK SERVICE DOOR. WITH DOOR TO BE PROVIDED. EXISTING HINGES, CLA, PULL PAINT EXTERIOR SIDE OF DOOR & FRAME TO 08 C 3'-0" x T-0" GLASS AND ALUM. DOOR EXISTING ALUM. NEW THA, DS, WS, AL, MATCH EXISTING BUILDING STANDARD. REFER TO DRAWING DETAILS AN D NOTES ON THIS 09 E T-0" x T-0" H.M DOOR. PAINT P-2 SEMI -GLOSS. HOLLOW METAL. PAINT p_2 SEMI -GLOSS. BH, LSP, WSTP, SL, HCP DOOR TO HAVE 3/4" UNDERCUT DOOR HARDWARE SCHEDULE AL ALARM LOCK BATTERY POWERED DETEX V-40 RIM LATCH WITH EXTERIOR KEYED CYLINDER LOCK, 628 ALUMINUM FINISH, BATTERY POWER ALARM BH 1 1/2 PAIR BUTT HINGES HAGER SERIES 1279 PLAIN BEARING US26D FINISH. CLA CLOSER LCN SMOOTHEE. SATIN ALUMINUM FINISH PARALLEL ARM CLOSER. DS DOOR SWEEP M -D BUILDING PRODUCTS D12006 COMMERCIAL GRADE DOOR SWEEP. DV DOOR VIEWER IVES U698-B26D ONE WAY WIDE ANGLE VIEWER. FSTP FLOOR STOP HAGER 243F DOME STOP -HIGH. HG HINGE ALUMINUM SPINE WITH INTERNAL XLP HINGE HARDWARE. XLP HINGE BRACKETS POWEDERCOAT: BLACK. PEMKO 1665A HCP HANDICAP SIGNAGE ADA COMPLIANT HANDICAP RESTROOM SIGN, 3" LETTER HEIGHT, ACCESSIBILITY SYMBOL. MOUNT ON ADJACENT WALL LATCH SIDE OF DOOR AT 60"AFF. REFER TO DETAIL 9/A8.0. LKP KEYPAD LOCK NEX TOUCH KEYPAD ACCESS LOCK BAU-NTB620-NR-626-LC LS PASSAGE LATCH LEVER HANDLE LATCHSET, BOTH SIDES ALWAYS UNLOCKED. SCHLAGEAL SERIES SATURN AL10S- 626 FINISH. LSC CYLINDER LOCKING DEAD BOLT LOCK. KEYED EXTERIOR WITH INTERIOR THUMB TURN. LSE ENTRANCE LOCKSET LEVER HANDLE LOCKSET, KEYED EXTERIOR ALWAYS UNLOCKED FROM INSIDE. SCHLAGE AL SERIES SATURN AL80PD - 626 FINISH. LSP PRIVACY LOCKSET LEVER HANDLE LOCKSET WITH PUSH-BUTTON LOCKING. SCHLAGE AL SERIES SATURN AL40S- 626 FINISH. PPB PUSH/PULL KAWNEER PUSH BAR & PULL HANDLE, C-09, 11. MATCH STOREFRONT FINISH. RDG RAIN DRIP GUARD HAGER 810S RAIN DRIP GUARD, ALUMINUM FINISH SH SPRING HINGES HAGER SERIES 1250 STEEL SPRING HINGE US26D FINISH. SL SILENCER PADS CLEAR OR BLACK VINYL SILENCERS. FRICTION FIT INTO HOLES IN FRAME. TH TEE HINGE EVERBUILT SELF CLOSING TEE HINGE, MODEL 276-490 BLACK FINISH THA THRESHOLD ADA ALUMINUM SADDLE THRESHOLD. WS WEATHERSTRIPPING M -D BUILDING PRODUCTS ALL CLIMATE WEATHER STRIP. MOUNT TO FRAME. WSTP WALL STOP HAGER 232W CONVEX WALL STOP US26D FINISH. FASTEN TO CONCEALED FIRE RETARDANT WOOD BACKER, PROVIDED BY G.C. GL GATE LATCH NATIONAL INDUSTRIES ORNAMAG MAGNETIC LATCH CS -OM -L -BK, NON-LOCKING LEVER HANDLE, BLACK FINISH. LOCK CORE TO BE REMOVED, BLACK BLANK CORE AND COVER TO BE PROVIDED TO COMPLY WITH CODE REQUIREMENTS. SCH SELF-CLOSING HINGE SELF-CLOSING HINGE DOOR TYPES ONE-WAY VISION WINDOW. VIEW TO SALES FLOOR FF 10" DOOR / VIEWER' G T" " RM T NOT USED OCK O O LL Op O O LL Q rzN V DOOR TYPE A DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE (EXTERIOR VIEW) B C D E F G 10" 10" ONE-WAY VISION WINDOWS. VIEW TO / SALES FLOOR 0 0 M M NOT USED LL LL O N LL LL d d SPRING BUMPERS DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE DOOR TYPE H J K L M David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com pl`N heat R W. In9 D�g`oc SEAL DATE ISSUE/REVISION 06-02-2021 BID PERMIT 08-13 -2021 1 FP=r V!W U) W J 0 W J Q U) W [If 0 0 Q O ■ w z Q z 0 W U J IZ 0 � Cco O O �2mof Q � � O � � U 0 L7LLJ 0 n� of O O >W LLIW > C'y) DATE ISSUE/REVISION 06-02-2021 BID PERMIT 08-13 -2021 1 FP=r V!W U) W J 0 W J Q U) W [If 0 0 Q O ■ w z Q z 0 98-5 3/4" NORTH PAINT INTERIOR PAINT INTERIOR STEEL COLUMN STEEL COLUMN PT SEMI -GLOSS PT SEMI- LOSS 3'-0" z PUBLIC 04 w PETWASH , w - FLOOR w1 01 03 a FLOOR FT -3 TO OTT FLUSH FLOOR A6.0 A6.0 TRANSITION REFER w TO DETAIL 14/A8.0 01 A60 � FLOOR FT -3 G PAINT INTERIOR PAINT INTERIOR STEEL COLUMN PTE EMI -GL MN BATHROOM _ P-1 SEMI-GL EM bG Lp-1 OSS SEMI -GLOSS FLOOR F �-2 SALES w FLOOR FT -2 r - REFERTOINTERIOR \ / ELEVATIONS ON A0.0 AND ROOM FINISH SCHEDULE ON THIS SHEET FOR PAINT / FINISHES r— OFFICE L SOUTH FLOOR FT -2 �T FLOOR FT -3 � II GROOMING FLOOR FT -2 \� J HOLDING / BATHING FLOOR FT -2 BACK ROOM FLOOR FT -1 n* 22'-0" FT -3 ROOM FINISH KEY PLAN 6/3/2021 9:12:45 AM SCALE: 1/8%V-0" I FLOOR FT-2TO OTT FLUSH FLOOR TRANSITION REFER TO DETAIL 14/A8.0 REFER TO BID ALTERNATE 01 FOR FLOORING ON SHEET CV1 0 FINISH SCHEDULE David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com W WALLS U ROOM FLOOR BASE rv-Ag CEILING REMARKS W S J m C:) 00 of=O Q � � U NORTH EAST SOUTH WEST WOL SALES FT-2/FT-3 VB -1 P-1 P-2/FRP-2 P-1, P-5/FRP-1 P-4 OPEN P-6 SEE NOTE 1,8 OFFICE FT -2 �O VB -1 P-1 P-1 P-1 P-1 ACT -1 ('7 GROOMING FT -2 VB -1 P-21-1 P-31-1 P-21-1 P-21-1 OPEN P-6 SEE NOTE 1, 3, 4, & 13 HOLDINGIBATHING FT-2/QT-1 VB-1/QB-1 P-1 P-1/FRP-1 P-1/FRP-1 P-1/FRP-1 ACT -2 SEE NOTE 2&7 PUBLIC PET WASH QT_i OB -1 CT -1/ CT -2/ P-5 CT -1/ CT -2/ P-5 CT-1/CT-2/P-5 CT-1OPEN P-6 SEE NOTE 1, 2, 3, & 13 BATHROOM FT -2 VB -1 P-1 P-1 P-1 P-1 GYP / P-6 SEE NOTE 2,12 BACK ROOM FT -1 VB -1 / F.R. 2x4 P-1 P-1 P-1 P-1 OPEN SEE NOTE 6 CODED NOTES: CODED NOTES (CONTINUED): 1. ALL EXPOSED TO VIEW STRUCTURE, CONDUIT, PIPING, HANGERS, DUCTWORK, 13. PRIMER SPECIFICATION TO BE USED ON ALL WOOD TRIM IN PETWASH &/OR WIRING, HARDWARE, ETC SHALL BE PAINT P-6. GROOMING &/OR COMMUNITY ROOM: SHERWIN-WILLIAMS WALL & WOOD PRIMER, 2. SEMI -GLOSS PAINT FINISH REQUIRED. PRODUCT NUMBER: B28WO8111. PAINT SPECIFICATION TO BE USED ON ALL 3. REFER TO ENLARGED PLAN DETAILS AND ELEVATIONS FOR PARTIAL HEIGHT WALL WOOD TRIM IN PETWASH &/OR GROOMING &/OR COMMUNITY ROOM: CAP FINISH. SHERWIN-WILLIAMS PRO INDUSTRIAL PRE-CATALIZED WATER BASED EPDXY, 4. REFER TO ENLARGED PLAN DETAILS AND ELEVATIONS FOR WAINSCOTTRIM PRODUCT NUMBER: K45WO0153. COLOR AS REFERENCED ON DRAWINGS. FINISH. 5. FRP-1 TO BE INSTALLED ON THREE SIDES AROUND DRINKING FOUNTAIN TO 4'-0" GENERALNOTES: A.F.F. A. ALL PAINTING & SURFACE PREPARATION IS TO BE DONE BY PAINT CONTRACTOR. 6. FRP-1 TO BE INSTALLED AT MOP SINK T04'-0" A.F.F. B. ALL WALL SURFACES TO BE PAINTED AN EGGSHELL FINISH UNLESS NOTED 7. FRP-1 TO BE INSTALLED TO A. OTHERWISE. 8. FRP-1 TO BE INSTALLED BEHIND ANIMIM UNITS T04'-0" A.F.F. BEHIND 9. NOTUSED C. ALL METAL DOORS, FRAMES AND EXPOSED INTERIOR BUILDING COLUMNS TO BE PAINTED ASEMI-GLOSS FINISH. 10. NOT USED D. REFER TO ELEVATIONS FOR PAINT AND WALL FINISH LOCATIONS. 11. NOT USED 12. SEE INTERIOR TOILET ROOM ELEVATIONS FOR FRP LOCATIONS. E. SEALANT TO BE PROVIDED ALONG THE PERIMETER OF DOOR FRAMES. F. SEALANT TO BE USED ALONG PERIMETER OF FRP PANELS. G. SEALANT SHALL BE PROVIDED ALONG ALL EDGES OF MOP SINK H. SEALANT SHALL BE PROVIDED WHERE ALL WOOD ABUTS GYPSUM BOARD FINISH LEGEND O SECTION ABBREVIATION PRODUCT MANUFACTURER MODEL NUMBER/COLOR REMARKS P-1 SHERWIN WILLIAMS SW 7648 BIG CHILL EGGSHELL, U.N.O. P-2 SHERWIN WILLIAMS SW 7066 GRAY MATTERS EGGSHELL, U.N.O. P-3 SH ERWIN WILLIAMS SW 7068 GRIZZLE GRAY EGGSHELL, U.N.O. P-4 SH ERWIN WILLIAMS SW 6935 STRAIGHT FORWARD GREEN EGGSHELL, U.N.O. P-5 SH ERWIN WILLIAMS SW 6954 RESONANT BLUE EGGSHELL, U.N.O. P-6 SH ERWIN WILLIAMS B42W2 WHITE DRY FALL BRILLIANT WHITE CEILING PAINT, EGGSHELL, U.N.O. WALLS FRP-1 MARLITE P-151 LIGHT GRAY GROUT: LATICRETE - PERMACOLOR CT -1 CERAMIC WALL TILE CERAMICS, INC. GRAY SKY 12"x12" SELECT. LATPCSAN25-2534-0025-2 GENESEE TILE COLOR #34 SANDSTONE CERAMIC BULL NOSE TILE GROUT: LATICRETE - PERMACOLOR CT -2 CERAMICS, INC. GRAYSKY3"x12" SELECT. LATPCSAN25-2534-0025-2 GENESEE TILE COLOR #34 SANDSTONE GROUT: LATICRETE- PERMACOLOR CT -3 CERAMIC MOSAIC CERAMICS, INC. GRAYSKY2"x2" SELECT. LATPCSAN25-2534-0025-2 GENESEE TILE COLOR #34 SANDSTONE CR CRASH RAIL SCR -50 ACROVYN 4000 CRASH RAIL. -1 CONSTRUCTION SPECIALTIES COLOR: #162 CHARCOAL TO BE MOUNTED AT 0'-4" AFF. CRASH RAILS, CORNER GUARD VA -250 ACROVYN 4000 CORNER GUARD. CORNER GUARDS CG -1 TO BE MOUNTED AT48" A.F.F. CONSTRUCTION SPECIALTIES COLOR: #162 CHARCOAL AND CART STOPS 4" HIGH VINYL COVED VB -1 ROPPE 700 SERIES 150 DARK GRAY 6" HIGH VINYL COVED AT RESTROOMS GROUT: LATICRETE- PERMACOLOR BASEQUARRYTILE QB -1 BASE CERAMICS, INC. 0-24. 6'k8" COVE BASE SELECT. LATPCSAN25-2534-0025-2 GENESEE TILE COLOR #34 SANDSTONE FT -1 CONCRETE, CLEAR SEALER LATICRETE L&M AQUAPEL INSTALL PER MANUFACTURERS RECOMMENDATIONS. PROSOCO CONSOLIDECK DYE SYSTEM INSTALL PER MANUFACTURERS FT -2 CONCRETE STAIN AND POLISH SYSTEM COLOR WELCH SLATE RECOMMENDATIONS PROSOCO FLOROCK HYBRID ANTISLIP CLEAR EPDXY INSTALLED OVER FT -2 INSTALL FLOOR FT -3 CONCRETE NON SLIP STAIN FINISH FLOOR SYSTEM, COLOR TRANSLUCENT PER MANUFACTURERS RECOMMENDATIONS INSTALL PER MANUFACTURER'S FTSTERRAIN II 20mi1 VINYL 6"X48" PLANKS RECOMMENDATIONS. VENDOR CONTACT BID ALTERNATE 01 SHAW CONTRACT PRODUCT: #0454V INFORMATION: PATRICK IMESCH, SHAW REFERTOSHEET LUXURYVINYL PLANK COLOR: #00572TIMBER CONTRACT: (313)300-0279 CV1.0 BRICK PATTERN INSTALLATION PATRICK.IMESCH@SHAWINC.COM FT -5 INSTALL PER MANUFACTURER'S BID ALTERNATE 01 STYLE: SAFETY ZONE 12"x12" RECOMMENDATIONS. TO BE USED WITH REFER TO SHET ARMSTRONG SLIP -RETARDANT VCT COLOR: SLATE BLACK 57004 FTS IN AREAS REQUIRING SLIP CV1.0 RESISTANCE. GROUT": LATICRETE- PERMACOLOR QT -1 QUARRYTILE CERAMICS, INC. Q -24-P. 8x8" COVE BASE SELECT. LATPCSAN25-2534-0025-2 GENESEE TILE COLOR #34 SANDSTONE FIBER REINFORCED LAMINATE FRL CODE # NW104-SD L-1 WOOD GRAIN TO RUN HORIZONTALLY PANOLAM NEVEMAR CARAJILLO LAMINATE STANDARD LAMINATE MATTE FINISH. LAMINATE L-2 WILSONART 4843-60 MISTED ZEPHUR LAMINATE STANDARD LAMINATE MATTE FINISH. L-3 WILSONART D92-60 DOVE GREY ACOUSTICAL CEILING FINISH SCHEDULE ITEM NO. GRID TILE MANUF. REMARKS PRELUDE PLUS XL FIRE FINE FISSURED SQUARE LAY -IN MEDIUM TEXTURE ACT -1 GUARD. 15/16" SYSTEM. #932 -1729 -WH ARMSTRONG DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. 24" x 48" x 5/8" SQUARE EDGE. WHITE WORK BYGC AND OWNER'S VENDORS IS COMPLETE. ACT -1 DONN BRAND DX/DXL "F" FISSURED BASIC PANEL, MEDIUMTEXTURE APPROVED 15/16"T SYSTEM. #135-050(MITE) USG DO NOT INSTALL CEILINGTILE UNTIL ALL ABOVE CEILING ALTERNATE FLAT MITE #050 24" x 48" x 3/4" SQUARE EDGE. WORK BY GC AND OWNER'S VENDORS IS COMPLETE. PRELUDE PLUS XL FIRE CLEAN ROOM VL UNPERFORATED SQUARE LAY -IN SMOOTH ACT -2 GUARD. 15/16" SYSTEM. TEXTURE PANEL #870 ARMSTRONG DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING COLOR: WHITE. 24" x 48" x 5/8" SQUARE EDGE. VINYL FACE, WHITE WORK BYGC AND OWNER'S VENDORS IS COMPLETE. ACT -2 DONN BRAND DX/DXL SHEET ROCK BRAND CLIMAPLUS PERFORMACE LAY -IN SMOOTH APPROVED 15/16" T SYSTEM. TEXTURE PANEL#3270 USG DO NOT INSTALL CEILING TILE UNTIL ALL ABOVE CEILING ALTERNATE FLAT WHITE #050 24" x 48" x 5/8" SQUARE EDGE. VINYL FACE, WHITE WORK BY GC AN D OWNER'S VENDORS IS COMPLETE. David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com DATE ISSUE/REVISION 06-02-2021 1 BID PERMIT ■ w z Q z 0 W U rv-Ag >CO W S J m C:) 00 of=O Q � � U WOL 0 C/) 0 v E2 0 >Q> of �O F__ W W (n > ('7 DATE ISSUE/REVISION 06-02-2021 1 BID PERMIT ■ w z Q z 0 GENERAL 1. COORDINATE WITH ALL DRAWINGS FOR INFORMATION RELATED TO STRUCTURAL WORK. ANY CHANGES TO THE BUILDING STRUCTURAL SYSTEM SHALL BE REDESIGNED BY OR REVIEWED BY WHO ENGINEERING. ALL CHANGES MUST HAVE PRIOR AUTHORIZATION OF THE OWNER AND WHS ENGINEERING. z ALL CONTRACTORS SHALL COORDINATE WITH ALL DRAWINGS AND SPECIFICATIONS WITHIN THE CONTRACT ARGUMENTS. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND CONDITIONS RELATED TO EXISTING CONSTRUCTION, EXISTING SERVICES, AND THE SITE BEFORE BEGINNING WORK. 4. BUILDING CODE'. 2016 INTERNATIONAL DURING CODE, ASCE 7-16 5. DESIGN LEADS: ROOF LIVE LOAD.... ...... ......................................... ..... .................. 30 PST ROOF SNOW LOAD PATS GROUND SNOW LOAD .... ...... ...... ...... ..... ...... ...... ...... ..... ...... ...... ...... ........... ..... P9 - 30 PST WIND DESIGN DATA DESIGN WINO SPEED Y(wt)-135 MPH, V(e5a)-105 MPH RISK CATEGORY ................ ..................... ..................... .................... ..................... .................... II WIND EXPOSURE .............-.......................... I'll ........-.......................... I'll ........-............... C APPLICABLE INTERNAL PRESSURE COEFFICIENT .......................................................................... GCPI-+0.18 COMPONENTS AND CLADDING (ULT) ROOF WALLS NEG. ZONE 1 -63.4 PST NEG. ZONE 4 -39A PST NEG. ZONE Y -63.4 PST NEG. ZONE 5 4364 PST NEG. ZONE 2 -836 PST POs. ALL ZONES -GV5 PST NEG. ZONE 3 -83.6 PST POS. ZONE 1 +15.2 PST Pas. ZONES 263 +35.4 PST PARAPET WIND ARG POS. INTERIOR ZONE +36.2 PST POS. CORNER ZONE +36.2 PST NEG. INTERIOR ZONE -87.8 PST NEB. CORNER ZONE -879 PST . PRS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD & AWAY FROM BUILDING SURFACES. . (o) = 5'-3' (ZONES PER ASCE 7-16) EARTHQUAKE DESIGN CATH RISK CATEGORY ............. ... ......... ....... ......... .........II SEISMIC IMPORTANCE FACTOR ..... ........ ...... Ie -1.0 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS ....... ..... Se -0222. G-0.050 SITE CLASS (ASSUMED)................................................................................................................. D DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS ....... Sas-0,237. Sm -0.095 SEISMIC DESIGN CATEGORY.................................................................................... B B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND THE FINAL CLEARANCE OF ANY TEMPORARY NEEDLING, UNDERPINNING, SHORING, DR BRACING OF EGIWNG STRUCTURES. 7. CONSTRUCTION LOADS SHALL NOT EXCEED DESIGN LIVE LOADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN REQUIRED TO SUPPORT CONSTRUCTION EQUIPMENT USED IN CONSTRUCTING THIS PROJECT. SHORING AND RESTORING IS THE RESPONSIBILITY OF THE CONTRACTOR. e. IF THE FABRICATOR HAS BEEN AUTHORIZED TO USE THE ENGINEER'S DRAWINGS FOR USE IN PREPARING SHOP DR ERECTION DRAWINGS THE FABRICATOR MUST REMOVE ALL TITLE BLOCKS, PROFESSIONAL SEALS, AND ANY OTHER REFERENCES TO THE ENGINEER FROM THAT SHOP OR ERECTION DRAWING. THE FABRICATOR'S NAME, TITLE, AND CONTACT INFORMATION SHALL BE PLACED ON THEIR DRAWINGS. STRUCTURAI STFF 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF ABC SPECIFICATIONS (Aso) AND CODES OF STANDARD PRACTICE AWS FIT (STRUCTURAL WELDING CODE - STEEL), AND THE THE CONTRACT DOCUMENTS. THE LOCATION. SIZE AND CONDITION OF EXISTING STRUCTURES, EQUIPMENT, UTILITIES, SERVICES AND OTHER RELEVANT ENGINEERING FEATURES SHALL BE VERIFIED PRIOR TO FABRICATION OR ERECTION TO DETERMINE CLEARANCES, DIMENSIONS AND FABRICATION OR ERECTION PROCEDURES. ADEQUATE BRACING AND TEMPORARY SUPPORTS FOR THE STABILITY OF ALL EXISTING RELEVANT FEATURES SHALL BE PROVIDED BY THE CONTRACTOR. 3. SIRUCTUNT SPOT A992: WIDE FLANGE AGO PIANO, CARS, AND ROD 4. WELDING SHALL CONFORM WITH AWS E-70 ELECTRODES. MINIMUM. we 24 & RP5U7 ' PL(CARA, 6 BEARING FACT s- &4 - ANY 2'-P PONT OPENING EACH (2)-,(6 CAN A OF OPENING (OMIT IF ALREAL RBNFGRCED)- DUST CMG ON TOOTH -IN NEW MASONF CMU WITH RAUB GROUT SOLD T EPDXY 1W IM( WS. WALL TU MASON L MASONRY SHALL CONFORM TO THE LATEST EDITIONS OF THE REFERENCES AND STANDARDS LISTED BELOW, EXCEPT AS MODIFIED HEREIN, IN ADDITION TO ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS AND STANDARD PRACTICES. A. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530/ASCE 5/TM5 402) B. SPECIFICATION FOR MASONRY STRUCTURES (Aa 530.1/ASCE 6/TM5 602). 2. HOLLOW AND SOLID CONCRETE MASONRY UNITS SHALL CONFORM WITH ASTM C90. WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI. EACH UNIT. NEL CROSS SECTIONAL AREA. THE UNITS SHALL BE MANUFACTURED SO THE CORES AND WEBS UNE UP WHEN LAlo IN RUNNING BOND. A. UNITS SHALL BE MEDIUM WEIGHT UNITS WITH A DRY NET WEIGHT OF NOT MORE THAN 115 PCF, 3, MORTAR FOR ALL WALLS SHALL BE ASTM C270 TYPE S UNLESS NOTED OTHERWISE, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1600 PSI IN 26 DAYS, 4, GROUT SHALL CONFORM WITH ASTM C476 COARSE GROUT. 3/0 MAXIMUM SIZE COARSE AGGREGATE. WITH A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 26 DAYS, 5. MINIMUM MASONRY PRISM STRENGTH (Rm) = 1.500 PSI AT 26 DAYS. 6, PROVIDE THE FOLLOWING WALL CONSTRUCTION AT ALL MASONRY WALLS UNLESS NOTED OTHERWISE. A. MASONRY GROUTED SOLID, 32" LONG AND 16' HIGH UNLESS NOTED OTHERWISE, CENTERED UNDER EACH WALL BEARING STEEL BEAM. B. ALL CORES WHICH CONTAIN VERTICAL REINFORCING SHALL BE GROUTED SOLID FULL HEIGHT OF WALL 7. CONVENTIONAL REINFORCING, HORIZONTAL AND VERTICAL. SHALL BE A615 GRADE 60 KSI YIELD STRENGTH. WELDING A615 CARS SHALL NOT BE PERMITTED. 6, REINFORCING BARS FOR WELDED APPLICATIONS SHALL CONFORM WITH A7o6. 60 K51 YIELD STRENGTH. 9, REFER TO ARCHITECTURAL DRAWINGS FOR MATERIAL REQUIREMENTS FOR FIRE RATED ASSEMBLIES. 10. ADDITIONAL VERTICAL REINFORCEMENT, (l) -j)5 AT EACH SIDE OF WALL OPENINGS, AT WALL ENDS (INCLUDING CONTROL JOINTS) . AND AT ALL CORNERS. 11, PROVIDE DOWELS INTO WALL FOOTING i0 MATCH VERTICAL BARS LISTED ABOVE. 12. HORIZONTAL REINFORCEMENT- LADDER TYPE. HOT DIPPED GALVANIZED DUR-O-WAC 3116 S10E RODS AND #9 GAGE CROSS RODS. OR APPROVED EQUAL. ALL HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS. STOP HORIZONTAL REINFORCEMENT AT CONTROL JOINTS AND EXPANSION JOINTS. SPACE 16" O.C. VERTICALLY ABOVE GRADE AND e' O.a. VERTICALLY BELOW GRADE. 13, ADDITIONAL HORIZONTAL REINFORCEMENT -(1)J4 BAR AT FIRST COURSE ABOVE AND BELOW ALL WALL OPENINGS. CARS TO EXTEND MINIMUM -0' PAST OPENING. 14, GROUT MASONRY SOLID BELOW EXTERIOR GRACE 15, SPLICING OF REINFORCEMENT. A LAP ALL VERTICAL WALL REINFORCING 72 BAR DIAMETERS. B. LAP ALL LINTEL REINFORCING 72 CAR o1AMPERS C. LAP ALL BOND BEAM REINFORCING 46 BAR DIAMETERS. 0 ALTERNATE MECHANICAL SPLICES SHALL DEVELOP IN TENSION OR COMPRESSION AT LEST 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR. E LAP ALL WIRE JOINT REINFORCING 46 WIRE DIAMETERS. NOTE: 1. EPDXY FOR ACCORD` SHALL 6E HLT HIT-HY vO OR APPRWED EQUAL 2 EPDXY FOR CONCRETE STAFF 6E MTI HIT -RE 500 OR APPROVED EQUAL 3. WB & PLATE SHALL 6E NOT DIPPED GALVAN¢R. �TYPICALNEWDOOROPENINGINCMU �`� 51n scALe vY 1`V 0 S 5 1' 2' III WS +13'-tl' FlS ER VERIFY 0pS. JOIST CMOs Y16 309 VERIFY LAA ARCH �(2)-$4 CDUEXTEND z'4 PAST OPENINGG EACH SLOE WE FACED -BEAM + ANTE R STOCS QBUTN CALe T vW I`V 0 Y E' 1 2' 15. ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HEAD. BED, WEBS, AND COFFER JOINTS. 17, ALL TYPICAL VERTICAL WALL REINFORCEMENT SHALL BE LOCATED AT THE CENTER OF THE MASONRY WALL UNLESS NOTED OTHERWISE. 1e. WERE TWO LAYERS OF VERTICAL WALL REINFORCEMENT ARE SHOWN PROVIDE 1 1/2' COVER FOR R5 BAR AND SMALLER AND z OF COVER FOR #5 BAR AND LARGER. 19, ALL VERTICAL REINFORCEMENT SHALL BE PLACED AND HELD IN PLACE WITH BAR POSITIONERS AT A MAXIMUM SPACING OF 112 BAR DIAMETERS PRIOR TO GROUTING. 20, WET STICKING OF REINFORCING Is NOT PERMITTED AND WILL RESULT IN REJECTION OF THE WORK. 21. CONS000ATI0N OF GROUT, A. CONSOLIDATE GROUT POURS 12 ADD LESS IN HEIGHT BY P000UNG OR MECHANICAL VIBRATION. B CONSOLIDATE GRAIN POURS EXCEEDING 12 IN HEIGHT BY MECHANICAL VIBRATION. AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. C. CONSOLIDATION OR RECONS0LI0AnoN IS NOT REQUIRED FOR SELF CONSOLIDATING GROUT. 22, ALL BEAM JOIST, OR OTHER POCKETS IN MASONRY WALLS SHALL BE FILLED SOLID WITH MORTARED IN SOLID CMU UNITS OR GROUTED SOLID. SPECIAL INSPECTIONS STRUCTURAL STEEL FABRICATOR CERTIRCATION / REVIEW SHOP FABRICATION AND QUAL1tt CONTROL PROCEDURES. / CONTINUOUS QUALM COURSE PROCEDURES MATERIAL CERTIFICATION REVIEW CERTIFlEO MILL TEST REPORTS AND IDENTIFlCATION MARKINGS ON STEEL E SHAPES, HIGH-STRENGTH BOLT$ NUTS AND WELDING ELECTRODES. / PERIODIC 1IIINNN � ��MMINE VISUALLY INSPECT ALL WELDS. INSPECT PRE -HEAT, POST -HEAT AND SURFACE �Q �o m�CEQCE PREPARATION BETWEEN PASSES. VERIFY SIZE AND LENGTH OF FlLLEF WELDS. / PERIODIC ARUCNRAL PEAKS INSPECT SIFIl WORK FOR COMPLIANCE WITH STRUCTURAL DRAWINGS, INCLUDING BRACING, DATE MEMBER CONFIGURATION AND CONNECTION 0PN6. / PERIODIC MASONRY - RFOOREII INSPINTION MATERIAL CERTIFICATION I OF - REVIEW RMTERAL SUBMIIIALS FOR SANRFMPNCE WITH DRAWINGS AND SPECIFICATIONS. / PERMIT PERIODIC MIXING OF MORTAR AND GROUT INSPECT PROPORTIONING. MIXING AND REEMPERING OF ACRES AND GROUT. PERIODIC li NEEMENEENEEro11 MORTAR JOINTS INSPECT CONSRUWON OF MORTAR JOINTS INCLUDING TOI AND LUNG OF HEAD JOINTS / PERIODIC REINFORCEMENT INSTALLATION INSPECT PLACEMENT, FASHIONING AND TAPPING OF REINFORCING STEEL / PERIODIC INSPECT WELDING OF REINFORCING STEEL / CONTINUOUS GROUTING OPERATIONS INSPECT PLACEMENT AND CDNSOUWTION OF GROUT INSPECT MASONRY CLAN -OUB MR HIGH -UFT GRDUTING. / CONTINUOUS. WEATHER PRNTECUMN INSPECT COR WEATHER PLOT TON AND HOT WEATHER PLOT TON PROCEDURES VERIFY THAT WALL ARGUES ARE PROTECTED BURST PRECIPITATION / PERIODIC EVALUATION OF MASONRY 1■ EN1•NEENEENE / CONINUOUS ANCHORS AND TIES INSPECT SIZE. LOCATION, SPACING AND EMBEDMENT OF DOWELS. ANCHORS AND TIED / PERIODIC i11 . 1,11111111,1111,1111,1111,1, 11111 1 s�i� 11 . T 1■ 111 1■ 111 11 111 11 111 ® ®1 ■ ■1 ® 111 1■ 111 111 11 1�1■1 111I1♦1♦1♦1♦1♦11 M NOTE: 1. EPDXY FOR ACCORD` SHALL 6E HLT HIT-HY vO OR APPRWED EQUAL 2 EPDXY FOR CONCRETE STAFF 6E MTI HIT -RE 500 OR APPROVED EQUAL 3. WB & PLATE SHALL 6E NOT DIPPED GALVAN¢R. �TYPICALNEWDOOROPENINGINCMU �`� 51n scALe vY 1`V 0 S 5 1' 2' III WS +13'-tl' FlS ER VERIFY 0pS. JOIST CMOs Y16 309 VERIFY LAA ARCH �(2)-$4 CDUEXTEND z'4 PAST OPENINGG EACH SLOE WE FACED -BEAM + ANTE R STOCS QBUTN CALe T vW I`V 0 Y E' 1 2' 15. ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HEAD. BED, WEBS, AND COFFER JOINTS. 17, ALL TYPICAL VERTICAL WALL REINFORCEMENT SHALL BE LOCATED AT THE CENTER OF THE MASONRY WALL UNLESS NOTED OTHERWISE. 1e. WERE TWO LAYERS OF VERTICAL WALL REINFORCEMENT ARE SHOWN PROVIDE 1 1/2' COVER FOR R5 BAR AND SMALLER AND z OF COVER FOR #5 BAR AND LARGER. 19, ALL VERTICAL REINFORCEMENT SHALL BE PLACED AND HELD IN PLACE WITH BAR POSITIONERS AT A MAXIMUM SPACING OF 112 BAR DIAMETERS PRIOR TO GROUTING. 20, WET STICKING OF REINFORCING Is NOT PERMITTED AND WILL RESULT IN REJECTION OF THE WORK. 21. CONS000ATI0N OF GROUT, A. CONSOLIDATE GROUT POURS 12 ADD LESS IN HEIGHT BY P000UNG OR MECHANICAL VIBRATION. B CONSOLIDATE GRAIN POURS EXCEEDING 12 IN HEIGHT BY MECHANICAL VIBRATION. AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. C. CONSOLIDATION OR RECONS0LI0AnoN IS NOT REQUIRED FOR SELF CONSOLIDATING GROUT. 22, ALL BEAM JOIST, OR OTHER POCKETS IN MASONRY WALLS SHALL BE FILLED SOLID WITH MORTARED IN SOLID CMU UNITS OR GROUTED SOLID. SPECIAL INSPECTIONS STRUCTURAL STEEL FABRICATOR CERTIRCATION / REVIEW SHOP FABRICATION AND QUAL1tt CONTROL PROCEDURES. / CONTINUOUS QUALM COURSE PROCEDURES MATERIAL CERTIFICATION REVIEW CERTIFlEO MILL TEST REPORTS AND IDENTIFlCATION MARKINGS ON STEEL SHAPES, HIGH-STRENGTH BOLT$ NUTS AND WELDING ELECTRODES. / PERIODIC WELDING VISUALLY INSPECT ALL WELDS. INSPECT PRE -HEAT, POST -HEAT AND SURFACE �Q �o m�CEQCE PREPARATION BETWEEN PASSES. VERIFY SIZE AND LENGTH OF FlLLEF WELDS. / PERIODIC ARUCNRAL PEAKS INSPECT SIFIl WORK FOR COMPLIANCE WITH STRUCTURAL DRAWINGS, INCLUDING BRACING, DATE MEMBER CONFIGURATION AND CONNECTION 0PN6. / PERIODIC MASONRY - RFOOREII INSPINTION MATERIAL CERTIFICATION I OF - REVIEW RMTERAL SUBMIIIALS FOR SANRFMPNCE WITH DRAWINGS AND SPECIFICATIONS. / PERMIT PERIODIC MIXING OF MORTAR AND GROUT INSPECT PROPORTIONING. MIXING AND REEMPERING OF ACRES AND GROUT. PERIODIC INSULATION OF MASONRY INSPECT SIZE LAYOUT, BONDING AND PROGRAM OF MASONRY UNITS. / PERIODIC MORTAR JOINTS INSPECT CONSRUWON OF MORTAR JOINTS INCLUDING TOI AND LUNG OF HEAD JOINTS / PERIODIC REINFORCEMENT INSTALLATION INSPECT PLACEMENT, FASHIONING AND TAPPING OF REINFORCING STEEL / PERIODIC INSPECT WELDING OF REINFORCING STEEL / CONTINUOUS GROUTING OPERATIONS INSPECT PLACEMENT AND CDNSOUWTION OF GROUT INSPECT MASONRY CLAN -OUB MR HIGH -UFT GRDUTING. / CONTINUOUS. WEATHER PRNTECUMN INSPECT COR WEATHER PLOT TON AND HOT WEATHER PLOT TON PROCEDURES VERIFY THAT WALL ARGUES ARE PROTECTED BURST PRECIPITATION / PERIODIC EVALUATION OF MASONRY TEST COMPRESSIVE STRENGTH OF MORTAR AND GROUT CUBE SAMPLES ((STM COG STRENGTH / CONINUOUS ANCHORS AND TIES INSPECT SIZE. LOCATION, SPACING AND EMBEDMENT OF DOWELS. ANCHORS AND TIED / PERIODIC n n 01 C2) FLOOR PLAN SCAIE: 1/A' = 1'-p 03"6 1' 2' E David Ports Architect Inc 8223 BRECKSVILLE RD SUITE BRECKSVILLE, OHIO 44141 P. 440 526 6978 p0rnamnireclsc0m o W Dear u Y m Bon oYOf �Q �o m�CEQCE Lu U a DO DO LU Q 5 wO > m° F Of Q m 0 O Ui Q o DATE IBBUE EENBION 08 13 2021 PERMIT PART1 GENERAL A. GENERAL CONDITIONS OTHER CONTRACT DOCUMENTS 1. THE GENERAL CONDITIONS AND OTHER CONTRACT DOCUMENTS ASSET FORTH HEREBY ARE TO BE INCORPORATED INTO AND BECOME APART OF THE SPECIFICATIONS FOR THE WORK UNDER THIS DIVISION. B. CODESANDPERMITS 1. COMPLY WITH RULES, REGULATIONS OF STATE, COUNTY, AND CITY AUTHORITIES HAVING JURISDICTION OVER THE PREMISES, INCLUDING SAFETY REQUIREMENTS OF OSHA. DO NOT CONSTRUE THIS AS RELIEVING CONTRACTOR FROM COMPLYING WITH SPECIFICATIONS WHICH EXCEED CODE REQUIREMENTS AND NOT IN CONFLICT THEREWITH. 2. SECURE AND PAY FOR ALL PERMITS AND CERTIFICATES OF INSPECTION REQUIRED. MAKE PAYMENTS TO ALL PUBLIC UTILITIES FOR WORK PERFORMED BYTHEM IN PROVIDING SERVICE CONNECTIONS. C. LOCALCONDITIONS 1. VISIT SITE, BECOME FAMILIAR WITH CONDITIONS AFFECTING THIS WORK. NO ADDITIONAL PAYMENT WILL BE MADE ON CLAIMS THAT ARISE FROM LACK OF KNOWLEDGE OF EXISTING CONDITIONS. 2. THIS CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND SITE SO AS TO COMPARE THEM WITH THE DRAWINGS AND SPECIFICATIONS. NO ALLOWANCE SHALL BE MADE TO THE CONTRACTOR BY REASON OF HIS FAILURE TO HAVE MADE SUCH EXAMINATION OR OF ANY ERROR ON HIS PART. D. DRAWINGS 1. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER. WORK SPECIFIED SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. 2. THE DRAWINGS ARE SCHEMATIC ONLYAND ARE INTENDED TO SHOW THEAPPROXIMATE LOCATIONS. DONOTSCALE. E. SHOP DRAWINGS 1. THIS CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON THE ITEMS OF EQUIPMENT AND SYSTEMS AS NECESSARY TO CLEARLY SHOW EQUIPMENTAND CONSTRUCTION. F. SUPERVISION 1. THIS CONTRACTOR SHALL HAVE IN CHARGE OF THE WORK, A COMPETENT SUPERINTENDENT WITH EXPERIENCE IN THE WORK TO BE INSTALLED UNDER THIS CONTRACT. G. COORDINATION 1. THIS CONTRACTOR SHALL COORDINATE HIS WORK AND COOPERATE WITH THE OTHER CONTRACTORS. HE SHALL ARRANGE HIS WORK WITH THEIRS SO THAT THERE WILL BE NO DELAY IN THE PROPER INSTALLATION. 2. EXAMINE WORK OF OTHER TRADES WHICH COMES IN CONTACT WITH OR IS COVERED BYTHIS WORK. DO NOTATTACH TO, COVER, OR FINISH AGAINSTANY DEFECTIVE WORK, OR INSTALL WORK OF THIS DIVISION IN A MANNER WHICH WILL PREVENT OTHER TRADES FROM PROPERLY INSTALLING THEIR WORK. CONSULT ALL DRAWINGS, SPECIFICATIONS AND DETAILS OF OTHER DIVISIONS OF THE WORK. H. GUARANTEE AND WARRANTIES 1. WARRANT THAT EQUIPMENT AND ALL WORK IS INSTALLED IN ACCORDANCE WITH GOOD ENGINEERING PRACTICE AND THAT ALL EQUIPMENTWILL MEET REQUIREMENTS SPECIFIED. ANYEQUIPMENT FAILING TO PERFORM OR FUNCTION AS SPECIFIED SHALL BE REPLACED WITH COMPLYING EQUIPMENT, WITHOUT COST TO THE OWNER. 2. GUARANTEE AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS; MAKE GOOD REPAIR OR REPLACE ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT WITHIN ONE YEAR FROM DATE OF ACCEPTANCE. PART2 PRODUCTS -NOT USED PART3 EXECUTION -NOT USED END OF SECTION SECTION 150500- BASIC MECHANICAL MATERIALS AND METHODS PART1 GENERAL A. REFER TO INDIVIDUAL PIPING SYSTEM SPECIFICATION SECTIONS FOR PIPE, FITTING, JOINING MATERIALS AND METHODS. PIPE THREADS SHALL COMPLY WITH ASME B1.20.1 FOR FACTORY -THREADED PIPE AND PIPE FITTINGS. B. FURNISH AND INSTALL MANUFACTURED ESCUTCHEONS FOR EXPOSED WALL AND CEILING PENETRATIONS. INSTALL DIELECTRIC UNIONS WHEREVER JOINING DISSIMILAR METALS TO PREVENT GALVANIC ACTION AND CORROSION. C. FURNISH AND INSTALL SLEEVES FOR WALL, FLOOR SLAB AND ROOF PENETRATIONS WITH A MIN. TWO SIZES LARGER THAN PIPE OR INSULATION: STEEL PIPE: ASTM A53, GRA, SCH. 40 GALV. PLAIN ENDS. PVC PLASTIC PIPE: ASTM D1785, SCH. 40. D. FURNISH AND INSTALL EQUIPMENT NAMEPLATES IDENTIFYING UNIT NUMBER AND AREA SERVICED BY UNIT. PIPING SYSTEMS SHALL HAVE SNAP-ON PLASTIC PIPE MARKERS TO INDICATE SERVICE AND FLOW DIRECTION. E. INSTALL PIPING FREE OF SAGS AND BENDS TIGHT TO SLABS, TRUSSES, JOISTS, COLUMNS, WALLS, AND OTHER BUILDING COMPONENTS. ALLOW SUFFICIENT SPACE ABOVE REMOVABLE LAY -IN CEILINGS FOR PANEL REMOVAL. F. REFER TO DIVISION 9 SECTION "PAINTING" FOR FIELD PAINTING REQUIREMENTS. G. VALVES: 1. BALL VALVES, 2" AND SMALLER: RATED FOR 400 PSI WOG -TWO PIECE CONSTRUCTION WITH TEFLON SEATS AND SEALS. VALVES SHALL BE NIBCO MODEL S -580 -BR OR APPROVED EQUAL. 2. PLUG VALVES, 21/2" AND LARGER: RATED AT 175 PSI WOG, LUBRICATED PLUG TYPE, SEMI -STEEL BODY, WRENCH OPERATED WITH FLANGED ENDS. VALVES SHALL BE NORDSTROM 143 OR APPROVED EQUAL. 3. CHECK VALVES, 2" AND SMALLER: RATED AT 200 PSI WOG, CAST BRONZE BODY, HORIZONTAL SWING,Y-PATTERN AND BRONZE DISC. VALVES SHALL BE NIBCO MODEL S413 OR APPROVED EQUAL. 4. OTHER APPROVED MANUFACTURES: CRANE, HAMMOND, JAMESBURY, JENKINS, KEYSTONE, POWELL, STOCKHAM, AND WATTS. H. HANGERS AND SUPPORT COMPONENTS SHALL BE FACTORY FABRICATED OF MATERIALS, DESIGN AND MANUFACTURER COMPLYING WITH MSS SP -58. 1. DOMESTIC WATER PIPING 21/2" DIA. AND SMALLER: GRINNELL FIG. NO. CT -69 TUBING HANGER WITH FIG NO. 167 PROTECTION SHIELD. 2. STORM/SANITARYWASTE AND VENT PIPING: GRINNELL FIG. NO. 260ADJ STEEL CLEVIS HANGER FOR HORIZONTAL PIPING, GRINNEL FIG. NO. 261 STEEL RISER CLAMP FOR VERTICAL PIPING WHERE PIPING IS SUPPORTED FORM OVERHEAD WOOD TRUSSES, USE GRINNELL FIG. NO. 153 PIPE HANGER FLANGE. 3. HANGER RODS SHALL BE ASTM A-107 CONTINUOUS THREADED WITH THE FOLLOWING LOADING: 3/8" - 610 LBS., 1/2"- 1130 LBS., 5/8"- 1810 LBS. AND 3/4" - 2710 LBS. 4. HANGER SPACING AS FOLLOWS: a. STEEL PIPE - AT INTERVALS NOT EXCEEDING 12'-0". b. COPPER PIPE- 1 1/4" AND SMALLER 6-0" INTERVALS 1 1/2" AND LARGER 10'-0" INTERVALS. c. CAST IRON PIPE -AT INTERVALS NOT EXCEEDING 10'-0". d. PLASTIC SCH. 40 PIPE- AT INTERVALS NOT EXCEEDING 4'-0". 5. HANGERS MANUFACTURED BY FEE AND MASON, B LINE AND HYDRA-ZORB ARE ALSO ACCEPTABLE. 6. MISCELLANEOUS STEEL PLATES, SHAPES AND BARS: ASTM A36. I. PIPE SUPPORTS: 1. COPPER TUBING: ADJUSTABLE STEEL CLEVIS HANGER, B -LINE B3104CT. 2. UNINSULATED PIPING: ADJUSTABLE STEEL CLEVIS HANGER, B -LINE B3104 OR B3100. 3. INSULATED HOT PIPING (2 INCH AND SMALLER): ADJUSTABLE STEEL CLEVIS HANGER WITH GALVANIZED SHEET METAL SHIELD, B -LINE B3100 WITH B3151 SERIES. 4. INSULATED COLD PIPING (4 INCH AND SMALLER): ADJUSTABLE STEEL CLEVIS HANGER WITH GALVANIZED SHEET METAL SHIELD, B -LINE B3100 WITH B3151 SERIES. 5. PLASTIC PIPING: ADJUSTABLE V -BOTTOM STEEL CLEVIS HANGER WITH GALVANIZED 18 GAUGE CONTINUOUS SUPPORT CHANNEL, B -LINE B3106 WITH B3106V SERIES. MANUFACTURERS: B -LINE, ANVIL (GRINNELL), MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. J. MULTIPLE OR TRAPEZE HANGERS: 12 GAUGE, ROLL FORMED, ASTM A570 GRADE 33 STRUCTURAL STEEL CHANNEL, 1 5/8 INCH X 1 5/8 INCH COATED STEEL CHANNELS WITH SPACERS AND HANGER RODS, B -LINE B22 STRUT OR STRONGER AS REQUIRED. MOUNT PIPES TO TRAPEZE WITH NVO-PIECE PIPE STRAPS SIZED FOR OUTSIDE DIAMETER OF PIPE/INSULATION, B -LINE B2000 SERIES. MANUFACTURERS: B -LINE, UNISTRUT, SUPERSTRUT OR APPROVED EQUAL. K. WALL SUPPORT: (PIPE SIZES TO 3 INCH): CARBON STEEL HOOK, B -LINE B3191, MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. L. VERTICAL SUPPORT: STEEL RISER CLAMP SIZED TO FIT OUTSIDE DIAMETER OF PIPE, B -LINE B3373, MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. M. FLOOR SUPPORT (HOT PIPE SIZES TO 61NCH AND ALL COLD PIPE SIZES): CARBON STEEL ADJUSTABLE PIPE SADDLE (SCREWED OR WELDED TO APPROPRIATE BASE STAND) AND NIPPLE ATTACHED TO STEEL BASE STAND SIZED FOR PIPE ELEVATION, B -LINE B3093, B3088T, B3090 OR B3088, MICHIGAN, PHD, HILTI, HOLDRITE OR APPROVED EQUAL. N. HANGERS SHALL BE DESIGNED TO IMPEDE DISENGAGEMENT BY MOVEMENT OF SUPPORTED PIPE. O. PROVIDE STONEMAN TRISOLATORS OR EQUIVALENT OR 1/4 INCH THICK HAIR FELT AT ALL COPPER PIPE HANGERS OR SUPPORTS, EXCEPT NONE REQUIRED FOR INSULATED HOT PIPES. P. HANGERSAND CLAMPS FOR SUPPORT OF BARE COPPERTUBING SHALL BE COATED WITH COPPER -COLORED EPDXY PAINT. AN ADDITIONAL PVC COATINGOFTHE EXPOY-COATED HANGER SHALL BEAPPLIED WHERE REQUIRED BYTHE TENANT'S AUTHORIZED REPRESENTATIVE Q. HANGERS FOR OTHER THAN BARE COPPER PIPING SHALL BE ZINC PLATEC IN ACCORDANCE WITH ASTM B633-SC3 OR SHALL HAVE AN ELECTRO -DEPOSITED GREEN EPDXY FINISH. R. STRUT CHANNELS SHALL BE PRE -GALVANIZED IN ACCORDANCE WITH ASTM A653 -G90 OR HAVE AN ELECTRO -DEPOSITED EPDXY FINISH. S. ROOF SUPPORTS FOR PIPE SIZES TO 3 INCH: POLYCARBONATE RESIN ROLLER AND NYLON ROD SITUATED IN A POLYCARBONATE RESIN BASE, "U" SHAPED CRADLE, GUIDE HOLES PROVIDED FOR MOUNTING STRAP (USING 1/2 INCH #10 SCREWS)AND SPACERS AS REQUIRED, SPACED MAXIMUM 10'-0" ON CENTER, MIRO 24-R OR APPROVED EQUAL. PART2 PRODUCTS -NOT USED PART3 EXECUTION -NOT USED END OF SECTION SECTION 152500- MECHANICAL INSULATION PART1 GENERAL 1. FURNISH AND INSTALL INSULATION FOR DUCTWORK AND PIPING AS DESCRIBED IN CONTRACT DOCUMENTS. SUBMIT PRODUCT DATA FOR EACH TYPE OF MECHANICAL INSULATION FOR THE DATA FOR EACH TYPE OF MECHANICAL INSULATION FOR THE PROJECT, IDENTIFYING R -VALUE, THICKNESS, AND ACCESSORIES. 1. INSULATION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 50 OR LESS. 2. SCH EDU LE INSULATION APPLICATION AFTER DUCT AND PIPING TESTS HAVE BEEN COMPLETED. PART2 PRODUCTS 1. GLASS FIBER: INORGANIC GLASS FIVERS, BONDED WITH A THERMOSETTING RESIN. a. BLANKET 1-1/2" THICKWITH ALUMINUM FOIL SCRIM KRAFT FACING AND 1 LB/CU. FT. DENSITY. OWENS-CORNING FRK. b. PREFORMED PIPE INSULATION 1" THICKWITH REINFORCED ALL SERVICE VAPOR RETARDER JACKETING. OWENS-CORNING FIBERGLASS ASJ. c. DUCT LINER: 1" THICK COATED WITH A BLACK PIGMENTED FIRE-RESISTANT COATING ON THE AIRSTREAM SIDE AND 1-1/2 LB./CU. FT. DENSITY. OWENS-CORNING AEROFLEX. d. OTHER APPROVED MANUFACTURES: CERTAINTEED, KNAUF, AND MANVILLE. PART3 EXECUTION 1. SELECT ACCESSORIES COMPATIBLE WITH MATERIALS SUITABLE FOR THE SERVICE THAT DO NOT CORRODE, SOFTEN, OR OTHERWISE ATTACK THE INSULATION OR JACKET. 2. SLIP INSULATION ON THE COLD AND HOT WATER PIPE AND SEAL JOINTS WITH ADHESIVE. WHERE THE SLIP ON TECHNIQUE IS NOT POSSIBLE, CUT ONE SIDE LONGITUDINALLY AND APPLYTO THE PIPE. SEALSEAMSAND JOINTS WITH ADHESIVE. 3. INSULATE FINISHED PLUMBING LINES TO FIXTURES ACCESSIBLE TO THE DISABLED WITH 3/8" ARMSTRONG ARMAFLEX OR EQUAL. 4. DUCTWORK APPLICATION: a. ALL RETURN AIR DUCTWORK IS TO BE LINED WITH DUCT LINER. b. ALL SUPPLY DUCTWORK LOCATED IN CONCEALED AREAS OR ABOVE THE CEILING IS TO BE WRAPPED WITH BLANKET INSULATION. THE FIRST 15'-0" OF THE SUPPLY DUCTWORK FROM THE ROOFTOP UNIT IS TO BE LINED WITH DUCT LINER. WRAP INSULATION CAN BE OMITTED ON SECTIONS OF DUCTWORK INSTALLED WITH DUCT LINER. c. ALL SUPPLY DUCTWORK IN STOCKROOM IS TO BE UN -INSULATED. d. FOR THE EXPOSED DUCTWORK IN THE SALES AREA, THE FIRST 15'4" OF THE SUPPLY DUCTWORK FROM THE ROOFTOP UNIT IS TO BE LINED WITH DUCT LINER. IF CONCENTRIC DIFFUSERS ARE MOUNTED DIRECTLY BELOW THE ROOFTOP UNIT, ALL OF THE SUPPLY DUCTWORK SHOULD BE LINED TOTHE CONCENTRIC DIFFUSERS. 5. DOMESTIC COLD AND HOT WATER PIPING IS TO BE INSULATED WITH 1" PREFORMED PIPE INSULATION. END OF SECTION SECTION 154100 - PLUMBING PIPING PART1 GENERAL 1. FURNISH AND INSTALL PLUMBING PIPING AS SHOWN ON DWGS. 2. FURNISH AND INSTALL WATER METER (IF REQUIRED) IN COMPLIANCE WITH THE LOCAL WATER UTILITY COMPANY'S STANDARDS. A. SUMMARY 1. THIS SECTION INCLUDES PLUMBING PIPING SYSTEMS AS SHOWN ON DWGS. AND CONNECTING INTO SYSTEMS AS REQUIRED. SYSTEMS INCLUDE THE FOLLOWING: a. POTABLE WATER DISTRIBUTION, INCLUDING COLD AND HOT WATER SUPPLY. b. DRAINAGE AND VENT SYSTEMS, INCLUDING SAN ITARYAND STORM. PART2 PRODUCTS A. DOMESTIC WATER PIPING SYSTEMS 1. ALL ABOVE -GROUND PIPING SHALL BE TYPE 1" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS. 2. SWEAT COPPER JOINTS WITH 95/5 TIN -ANTIMONY SOLDER FOR ABOVE GROUND PIPING. B. SOIL, WASTE, AND VENT PIPING 1. PIPE AND FITTINGS a. ABS (ASTM D266) OR PVC (ASTM D2665) PLASTIC PIPE & FITTINGS. PROVIDE APPROVED CLEANER & GLUE FOR ABS OR PVC FITTINGS. b. VENT PIPING SHALL BE TYPE T" HARD COPPER WITH WROUGHT COPPER FITTINGS OR STEEL PIPING WITH NO HUB CONNECTIONS WHERE RETURN AIR PLENUM IS UTILIZED. PART3 EXECUTION A. VALVES 1. SECTIONAL VALVES: INSTALL SECTIONAL VALVES CLOSE TO MAIN ON EACH BRANCH OR EQUIPMENT CONNECTIONS AND WHERE INDICATED. USE BALL VALVES FOR SECTIONAL VALVES 21NCHES AND SMALLER. 2. SHUTOFF VALVES: INSTALL SHUTOFF VALVES ON INLET TO EACH PLUMBING EQUIPMENT ITEM, ON EACH SUPPLYTO EACH PLUMBING FIXTURE NOT HAVING STOPS ON SUPPLIES, AND ELSEWHERE AS INDICATED. FOR SHUTOFF VALVES 21NCHES AND SMALLER, USE BALL VALVES, B. CONNECTIONS 1. SUPPLY RUNOUTS TO FIXTURES: INSTALL HOT AND COLD WATER SUPPLY PIPING RUNOUTS OF SIZES INDICATED, BUT NOT SMALLER THAN REQUIRED BY PLUMBING CODE TO FIXTURES. 2. DRAINAGE RUNOUTSTO FIXTURES: PROVIDE DRAINAGE AND VENT PIPING RUNOUTS, WITH APPROVED TRAP, OF SIZES INDICATED, BUT NOT SMALLER THAN REQUIRED BY PLUMBING CODE, TO PLUMBING FIXTURES AND DRAINS. C. FIELD QUALITY CONTROL 1. INSPECTWATER DISTRIBUTION PIPINGAND DRAINAGE PIPING. a. DO NOT ENCLOSE, COVER, OR PUT INTO OPERATION WATER DISTRIBUTION PIPING SYSTEM UNTIL IT HAS BEEN INSPECTED AND APPROVED BYTHE AUTHORITY HAVING JURISDICTION. 2. TEST WATER DISTRIBUTION PIPING AS FOLLOWS: a. TEST FOR LEAKS AND DEFECTS IN NEW WATER DISTRIBUTION PIPING SYSTEM. b. CAP AND SUBJECT THE PIPING SYSTEM TO A STATIC WATER PRESSURE TWICE THE OPERATING PRESSURE WITHOUT EXCEEDING PRESSURE RATING OF PIPING SYSTEM MATERIALS. ISOLATE TEST SOURCE AND ALLOW TO STAND FOR 4 HOURS. LEAKS AND LOSS IN TEST PRESSURE CONSTITUTE DEFECTS THAT MUST BE REPAIRED. c. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEMOR PORTION THEREOF UNTIL SATISFACTORY RESULTS ARE OBTAINED. 3. DRAINAGE AND VENT PIPING TEST: a. TEST DRAINAGE AND VENT SYSTEM ACCORDING TO PROCEDURES OF AUTHORITY HAVING JURISDICTION. END OF SECTION SECTION 154400 - PLUMBING FIXTURES 99:iit�3q�Iq:Lp 1. PROVIDE PLUMBING FIXTURES AND TRIM, FITTINGS, OTHER COMPONENTS AND SUPPORTS AS SPECIFIED ON THE DRAWINGS IN THE PLUMBING FIXTURE SCHEDULE. 2. FAUCETS: UNLESS OTHERWISE SPECIFIED, PROVIDE FAUCETS THAT ARE CAST BRASS WITH POLISHED CHROME -PLATED FINISH. 3. FURNISH WALL CARRIERS FOR THE FOLLOWING FIXTURES: a. WALL HUNG LAVATORIES AND SINKS PART2 PRODUCTS 1. ORDER PRODUCTS AS INDICATED ON DRAWINGS. 2. INSPECT EACH INSTALLED FIXTURE FOR DAMAGE. REPLACE DAMAGED FIXTURES AND COMPONENTS. 3. SUBMIT SHOP DRAWINGS TO DESIGNER FOR SUBSTITUTION APPROVAL. PART3 EXECUTION 1. OPERATE AND ADJUST FAUCETS AND CONTROLS. REPLACE DAMAGED AND MALFUNCTIONING FIXTURES, FITTINGS, AND CONTROLS. 2. ADJUSTWATER PRESSURE AT FAUCETS, AND FLUSHOMETERS HAVING CONTROLS, TO PROVIDE PROPER FLOW AND STREAM. 3. REPLACE WASHERS OF LEAKING AND DRIPPING FAUCETS AND STOPS. 4. CLEAN FIXTURES, FITTINGS, AND SPOUTAND DRAIN STRAINERS WITH MANUFACTURERS' RECOMMENDED CLEANING METHODS AND MATERIALS. 5. PROVIDE PROTECTIVE COVERING FOR INSTALLED FIXTURES AND FITTINGS. 6. DO NOT ALLOW USE OF FIXTURES AS TEMPORARY FACILITIES. END OF SECTION SECTION 154600 - PLUMBING EQUIPMENT 99:iit�3q�Iq:Lp A. THIS SECTION INCLUDES DOMESTIC WATER HEATERS 1. TANKLESS RACK SYSTEM WALL MOUNTED GAS WATER HEATER. 2. SMALL ELECTRIC DOMESTIC WATER HEATER. PART2 PRODUCTS A. TANKLESS RACK SYSTEM: NAVIEN MODEL NPE240A. 1. PROVIDE TANKLESS RACK SYSTEM OF SIZE, FLOW RATE AND TEMPERATURE RISE AS SPECIFIED ON THE DRAWINGS. 2. TO BE CONSTRUCTED OF MARINE GRADE POWDER COATED ALUMINUM. 3. WATER AND GAS PIPING MANIFOLD ASSEMBLED AT MANUFATURER'S FACTORYAND DELIVERED TO THE JOBSITE SUCH THAT ONLY FINAL CONNECTIONS ARE REQUIRED ONSITE. 4. UNIT'S WATER TRUNK LINES ARE CONSTRUCTED OF TWO(2)2-1/2" DIAMETER RIGID COPPER. UNIT'S GAS LINE IS 1-1/4"- 1-1/2" DIA NPT POWDER COATED SCHEDULE 40 STEEL. SPECIFYSIZE WHEN ORDERING. 5. CONCENTRIC VENTING SYSTEM IS PROVIDED BYTHE MANUFACTURER AND SHIPED LOOSE TO BE INSTALLED BYTHE CONTRACTOR ON SITE. SPECIFY LENGTH WHEN ORDERING. 6. APPROVED ALTERNATE MANUFACTURERS 6.1. RINNAI MODEL: C199i 6.2. AO SMITH MODEL: ATI-CRS2WN-N 6.3. STATE MODEL: GTS-CRS-2WM-MI B. INSTA HOT WATER HEATER 1. STORES WITH ONLY PETWASH PROVIDE TANKLESS WATER HEATER BELOW LAVATORY IN RESTROOMS. PART3 EXECUTION -NOT USED END OF SECTION SECTION 154900 -NATURAL GAS SYSTEMS 99:iit�3q�Iq:Lp 1. FURNISH AND INSTALL GAS PIPING AS SHOWN ON DRAWINGS, AND IN COMPLIANCE WITH NFPA 54. 2. PURCHASE GAS METER (IF REQUIRED) IN COMPLIANCE WITH GAS COMPANY'S STANDARDS. LOCATE AS SHOWN ON DWGS. PART2 PRODUCTS 1. PIPING SHALL BE ASTM A53, SCHEDULE 40 BLACK STEEL PIPE. PROVIDE THREADED PIPE FOR 2" AND UNDER PIPING, PROVIDE PLAIN END PIPE FOR 2-1/2" ANDOVER PIPING. 2. FITTINGS SHALL BE 150# MALLEABLE IRON FOR 2" AND UNDER. FITTINGS SHALL BE ASTM A-234 BUTT WELD FOR 2-1/2" AND OVER. 3. USE AN APPROVED PIPE DOPE AT CONNECTIONS. 4. PROVIDE A DRIP LEG, GAS COCK, AND UNION WITHIN 72 INCHES OF EACH CONNECTION TO EQUIPMENT. B. VALVES -SEE SECTION 150500 PART3 EXECUTION 1. COMPLY WITH NFPA 54 "NATIONAL FUEL GAS CODE" FOR GAS PIPING MATERIALS AND COMPONENTS, INSTALLATIONS, AND INSPECTION TESTING AND PURGING. 2. LISTING AND LABELING: PROVIDE EQUIPMENT AND ACCESSORIES THAT ARE LISTED AND LABELED. A. FIELD QUALITY CONTROL 1. INSPECT, LEAK TEST, AND PURGE NATURAL GAS SYSTEMS ACCORDING TO LOCAL GAS COMPANY STAN DAR DS. 2. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS, AND RETEST SYSTEM UNTIL SATISFACTORY RESULTS ARE OBTAINED. 3. REPORT TEST RESULTS PROMPTLYAND IN WRITING TOTH E ARCHITECT AND THE AUTHORITY HAVING JURISDICTION. 4. VERIFY CAPACITIES AND PRESSURE RATINGS OF GAS METERS, REGULATORS, VALVES, AND SPECIALTIES. 5. VERIFY CORRECT PRESSURE SETTINGS FOR PRESSURE REGULATORS. 6. VERIFY THAT SPECIFIED PIPING TESTS ARE COMPLETE. 7. INSTALL SHUT-OFF VALVE, UPSTREAM FROM GAS METER, OUTSIDE BUILDING AT GAS SERVICE ENTRANCE. END OF SECTION SECTION 156000 - ROOFTOP HEATING AND COOLING UNITS PART1 GENERAL 1. INSTALL ROOFTOP HEATING AND COOLING UNITS AS SCHEDULED ON THE DRAWINGS. UNITS SHALL BE RATED BYARI STANDARD 240 FOR CAPACITYAND ARI STANDARD 270 FOR SOUND. UNITS SHALL BE DESIGNED, MANUFACTURED AND TESTED IN ACCORDANCE WITH UL REQUIREMENTS AND HAVE THE UL LABEL. UNITS SHALL CARRYA 5 -YEAR WARRANTYON COMPRESSORS, A 10 -YEAR WARRANTYON HEAT EXCHANGERS, AND A 1 -YEAR WARRANTY ON ALL OTHER PARTS. PART2 PRODUCTS 1. EQUIPMENT SHALL BE YORK MANUFACTURED BY JOHNSON CONTROLS - NO EXCEPTIONS. UNITS SHALL BE COMPLETELY FACTORY ASSEMBLED AND TESTED. UNITS SHALL INCLUDE THE FOLLOWING: CONDENSER FANS, COILS AND MOTOR, INTERCONNECTING WIRING AND CONTROL PANEL, FILTER SECTION, COMPRESSORS AND COMPLETE REFRIGERATION SYSTEM, CENTRIFUGAL EVAPORATOR FAN AND MOTOR, GAS-FIRED FURNACE SECTION, AND AUTOMATIC CONTROLS AS SCHEDULED ON DRAWINGS. 2. FACTORY -INSTALLED OPTIONS SHALL INCLUDE INTELLISPEED VARIABLE FREQUENCY DRIVE (VFD), INTELLISPEED CONTROL OF THE VFD BASED ON STAGES OF COOLING (PROVIDES SINGLE ZONE VAV FAN OPERATION AS DEFINED BYASHRAE 90.1 SECTION 6.4.3.10), DRY BULB LOW LEAK ECONOMIZER W/BAROMETRIC RELIEF AND WITH ECONOMIZER FAULT DETECTION & DIAGNOSTIC (MEETS ASHRAE 90.1-2013, IECC 2015, CALIFORNIATITLE 24, AMCA 511),3 HP HIGH STATIC BELT DRIVE BLOWER, STANDARD 2" THROWAWAY FILTERS, SIMPLICITY® SE CONTROLLER INCLUDING DISCHARGE AIR, RETURN AIR, AND OUTDOOR AIR TEMPERATURE SENSORS, POWERED CONVENIENCE OUTLET (110 VAC / 15 AMP), HACR CIRCUIT BREAKER/DISCONNECT, RETURN AIR SMOKE DETECTOR (BOTTOM RETURN ONLY), PHASE MONITOR, MICRO -CHANNEL "ALL -ALUMINUM" CONDENSER COIL, COPPER TUBE/ALUMINUM FIN EVAPORATOR COIL, AND COMPOSITE DRAIN PAN. 3. FIELD -INSTALLED ACCESSORIES SHALL INCLUDE 14" HIGH ROOF CURB, CO2 SPACENWALL MOUNT SENSOR, AND YORK PROGRAMMABLE THERMOSTAT. PART3 EXECUTION 1. INSTALL UNITS ON ROOF CURBS WITH 3/4" X 1-3/4" WIDE GASKETING MATERIAL SUPPLIED BY UN IT MANUFACTURER. END OF SECTION PART1 GENERAL 1. INSTALL YORK (PENNBARRY) VENTILATORS AS DESCRIBED IN CONTRACT DRAWINGS. PART2 PRODUCTS 1. ASSCHEDULEDON DRAWINGS. OTHER APPROVED MANUFACTURERS INCLUDE BROAN, CARNES, GREENHECK, AND PENN. 2. CEILING MOUNTED EXHAUST FANS SHALL BE ACOUSTICALLY INSULATED WITH A SOUND LEVEL RATING OF 4.6 SONES MAXIMUM. PROVIDE EXHAUST GRILLE, SHATTERPROOF BACK DRAFT DAMPER, ROOF CAP AND RUBBER - IN SHEAR VIBRATION ISOLATORS. PART3 EXECUTION 1. INSTALL FANS LEVEL AND PLUMB, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. SECURE UNITS TO STRUCTURE OR CURB. 2. CHECK EXHAUST FANS FOR ANYTHING THAT WILL AFFECT ITS OPERATION AND TAKE CORRECTIVE ACTION BEFORE START-UP. END OF SECTION SECTION 159000 - METAL DUCTWORK 99:iit�3q�Iq:Lp 1. FURNISH AND INSTALL RECTANGULAR AND ROUND METAL DUCTS AND PLENUMS FOR HVAC SYSTEMS PER THE CONTRACT DOCUMENTS. 2. FURNISH AND INSTALL DUCT LINER IN ALL RETURN AIR DUCTWORK. MAINTAIN AIR WAY DIMENSIONS ON DRAWINGS. 3. COMPLY WITH NFPA 90A, "STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEM." PART2 PRODUCTS 1. FABRICATE DUCTS OF LOCK FORMING QUALITY, ASTM A 527, COATING DESIGNATION G90, IN CONFORMANCE WITH ALL'SMACNA" STANDARDS. PROVIDE MILL PHOSPHATIZED FINISH FOR EXPOSED SURFACES OF DUCTS EXPOSED TO VIEW. SEAL JOINTS AND SEAMS WITH UNITED DUCT SEAL OR EQUAL. 2. SEE SECTION 152500 FOR DUCT LINER SPECIFICATION. 3. VOLUME DAMPERS IN MAIN AND BRANCH DUCTS SHALL BE FACTORY FABRICATED MULTIPLE OPPOSED BLADE DESIGN WITH STANDARD LEAKAGE RATING, LOCKING QUADRANT AS MANU FACTU RED BY AIR CONTROL PRODUCTS TCD -OB OR EQUAL. 4. FIRE DAMPERS SHALL BE "RUSKIN" IBD2 TYPE B, 165°F FUSIBLE LINK, 1 1/2" HOUR RATED, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR AS REQUIRED BY LOCAL BUILDING CODE. REGULATIONS. 5. DUCT HANGERS SHALL BE 1"X 18 GA. GALV. STEEL STRAPS SPACED NOT MORE THAN 8 FT. APART. 6. PROVIDE TURNING VANES IN ALL S.A. AND R.A. ELBOWS. TURNINGVANES SHALL BE SINGLE BLADE VANES WITH TRAILING EDGE, 1-1/4" WIDE VANE RAIL. 7. FLEXIBLE DUCTS SHALL COMPLY WITH U.L. 181, CLASS I, FACTORY - FABRICATED, INSULATED ROUND DUCT WITH AN OUTER GLASS -REINFORCED SILVER MYLAR JACKET ENCLOSING 1-1/2" THICK GLASS FIBER INSULATION AROUND A CONTINUOUS INNER LINER. REINFORCEMENT SHALL BEA STEEL -WIRE HELIX ENCAPSULATED IN THE POLYETHYLENE FILM INNER LINER. 8. MAXIMUM FLEXIBLE DUCT RUN TO BE 5'-0". PART3 EXECUTION 1. CONSTRUCT AND INSTALL EACH DUCT SYSTEM FOR THE SPECIFIC DUCT PRESSURE CLASSIFICATION INDICATED PER SMACNAAND LOCAL CODE. INSTALL DUCTS CLOSE TO WALLS, OVERHEAD CONSTRUCTION, COLUMNS, AND OTHER PERMANENT ELEMENTS OF THE BUILDING. 2. ADJUSTVOLUME CONTROL DAMPERS AS REQUIRED BYTHE TESTING AND BALANCING PROCEDURES. VACUUM DUCT SYSTEMS PRIOR TO FINAL ACCEPTANCE. 3. ALL SUPPORTS FOR FLEXIBLE DUCT SHALL INCORPORATE A V WIDE BAND CLAMP. SUPPORT SYSTEM MUST NOT DAMAGE NEW DUCT OR CAUSE OUT OF ROUND SHAPE. MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 5'-0" 4. INSTALL ONLY RIGID METAL DUCTWORK WHERE IT IS EXPOSED TO VIEW. END OF SECTION SECTION 159500 - AIR OUTLETS AND INLETS PART1 GENERAL 1. INSTALL TUTTLE AND BAILEY CEILING AIR DIFFUSERS AND GRILLES AS DESCRIBED IN CONTRACT DOCUMENTS. AIR OUTLETS AND INLETS SHALL COMPLY WITH ARI 650 STANDARD. PART2 PRODUCTS 1. ASSCHEDULEDON DRAWINGS. OTHER APPROVED MANUFACTURER'S INCLUDE: ANEMOSTAT, CARNES, KRUEGER, TUTTLE AND BAILEY. 2. ALL DIFFUSERS SHALL HAVE BORDER STYLES COMPATIBLE WITH ADJACENT CEILING SYSTEMS. 3. REGISTERS,DIFFUSERS, AND GRILLES SHALL HAVE A SEMI -GLOSS WHITE ENAMEL FACTORY FINISH UNLESS NOTED OTHERWISE. PART3 EXECUTION 1. INSTALL AIR OUTLETS AND INLETS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. COORDINATE LOCATION OF CEILING DIFFUSERSAND GRILLES WITH THE REFLECTED CEILING PLAN. ANCHOR SECURELY INTO OPENINGS. 2. CONTRACTOR TO TEMPORARILY INSTALL MERV-8 FILTER ON RETURN AIR INLET DURING CONSTRUCTION PERIOD. FILTER SHALL BE CHANGED WEEKLY DURING CONSTRUCTION. END OF SECTION SECTION 159900 - TESTING, ADJUSTING, AND BALANCING PART1 GENERAL A. GENERAL 1. FURNISH TESTING, BALANCING, AND ADJUSTING OF HEATING, COOLING AND EXHAUST SYSTEMS. TESTING AGENCY SHALL HAVE FIVE YEARS EXPERIENCE WITH PROJECTS OF SIMILAR SIZE AND SCOPE. 2. SUBMIT FOUR COPIES OF COMPLETE TEST DATA FOR EVALUATION AND APPROVAL. SUBMIT FORMS PREPARED BYAABC. 3. TEST,ADJUST, AND BALANCE THEAIR CONDITIONING SYSTEM DURING THE SUMMER SEASON AND HEATING SYSTEM DURINGTHE WINTER SEASON. 4. HVAC CONTRACTOR TO PERFORM COMPLETE TEST AND BALANCE ON NEW OR UPDATED HVAC SYSTEM AND SUBMIT TO GC AND BUILDING OFFICIAL IF REQUIRED. PART2 PRODUCTS -NOT USED PART3 EXECUTION 1. PERFORM TESTING AND BALANCING INCOMPLETE ACCORDANCE WITH THE ASSOCIATED AIR BALANCE COUNCIL "STANDARDS FOR FIELD MEASUREMENTS AND INSTRUCTIONS" 2. INSTRUMENTS USED BYAGENCY SHALL BE ACCURATELY CALIBRATED AND MAINTAINED IN GOOD WORKING ORDER. 3. AIR TESTING AND BALANCING PROCEDURE a. CHECK FILTERS. DO NOT PROCEED WITHOUT CORRECT, CLEAN FILTERS. b. TEST AND ADJUST BLOWER RPM TO DESIGN REQUIREMENTS. c. TEST AND RECORD MOTOR FULL LOAD AMPS. d. TEST AND RECORD SUPPLYAIR, RETURN AIR AND EXHAUST AIR CFM, STATIC PRESSURES, SUCTION AND DISCHARGE. e. TEST AND RECORD ENTERING AND LEAVING AIR TEMPERATURES. BOTH HEATING AND COOLING. f. TEST AND ADJUST EACH DIFFUSER, GRILLE, AND REGISTER TO WITHIN 10% OF DESIGN REQUIREMENTS. IDENTIFY EACH DIFFUSER, GRILLE, AND REGISTER BY MANUFACTURER, TYPE, SIZE, AND COMPARISON BETWEEN REQUIRED CFM AND TESTED. B. REPORT IS PART OF THE REQUIRED CLOSEOUT PACKAGE AND MUST BE POSTED TO NATIONAL ACCOUNT VENDOR. END OF SECTION SECTION 159999 - FIRE SUPPRESSION 99:iit�3q�Iq:Lp 1. FIRE PROTECTION DESIGN, CONSTRUCTION DRAWINGS HYDRONIC CALCULATIONS AND FLOW RATES SHALL BE PREPARED BYA CERTIFIED FIRE PROTECTION ENGINEER. 2. QUALITYSTANDARD: NFPA13ANDNFPA70 3. OBSERVE ALL LANDLORD FIRE PROTECTION REQUIREMENTS. LANDLORD REQUIREMENTS SHALL SUPERCEDE ANY LISTED IN THIS SPECIFICATION. PART2 PRODUCTS 1. PIPING BETWEEN FIRE -DEPARTMENT CONNECTION AND CHECK VALVES: STANDARD -WEIGHT STEEL PIPE WITH GROOVED -END OR THREADED END FITTINGS. 2. STANDARD -PRESSURE, WET -PIPE SPRINKLER SYSTEM NPS 2AND SMALLER: STANDARD -WE IGHT OR SCHEDULE 30, BLACK -STEEL PIPE WITH THREADED OR GROOVED -END FITTINGS. 3. STANDARD -PRESSURE, WET -PIPE SPRINKLER SYSTEM NPS 2-1/2 AND LARGER: STANDARD -WEIGHT OR SCHEDULE 30, BLACK -STEEL PIPE WITH WELDED OR GROOVED -END FITTINGS. 4. STANDARD -PRESSURE, WET -PIPE SPRINKLER SYSTEM NPS 2-1/2 AND LARGER: STANDARD -WEIGHT OR SCHEDULE 10, BLACK -STEEL PIPE WITH WELDED FITTINGS. 5. SPRINKLER TYPES: 5.1. ROOMS WITHOUT CEILINGS: UPRIGHT SPRINKLERS 5.2. ROOMS WITH SUSPENDED OR HARD -LID CEILINGS: PENDENT SPRINKLERS 5.3. SPRINKLER SHALL BE APPROVED AUTOMATIC SPRAYSPRINKLERS TO COMPLY WITH NFPA 13. SPRINKLERS SHALL BE OF OPERATING TEMPERATURE AS REQUIRED BY NFPA AND THE FIRE MARSHALL'S OFFICE. PROVIDE ANTI -FREEZE LOOPS ATTOWERS. PROVIDE ANTI -FREEZE LOOP AT ENTRYVESTIBULE IN AREAS NORTH OF THE MASON DIXON LINE. VERIFYALL FIRE MARSHALL REGULATIONS. PROVIDE APPROVED METAL CABINET WITH NUMBER OF REPLACEMENT HEADS OF VARIOUS TYPES AND QUANTITIES AS REQUIRED BY INSURING AGENCY. PART3 EXECUTION 1. INSTALL PIPING FREE OF SAGS AND BENDS 2. INSTALL FITTINGS FOR CHANGES IN DIRECTION AND BRANCH CONNECTIONS. 3. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS AND FLOORS. 4. EXTERIOR WALL, PIPE PENETRATIONS: MECHANICAL SLEEVE SEALS INSTALLED IN STEEL OR CAST-IRON PIPES FOR WALL SLEEVES. 5. INSTALL EQUIPMENT TO ALLOW MAXIMUM POSSIBLE HEADROOM UNLESS SPECIFIC MOUNTING HEIGHTS ARE INDICATED. 6. INSTALL EQUIPMENT LEVEL AND PLUMB, PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, UNLESS OTHERWISE INDICATED. 7. INSTALL CHECK VALVES WHERE INDICATED ON PLANS. 7.1 TESTING a. TEST SYSTEM UNDER NORMAL OPERATION CONDITIONS AND DEMONSTRATE THAT PARTS ARE FUNCTIONING PROPERLY. CONDUCT TESTS AND SECURE FINAL CERTIFICATES OF APPROVAL. DELIVER COPIES OF CERTIFICATES TO ARCHITECT/ENGIN EE RAND LANDLORD. b. TEST SHALL INCLUDE BY NOT LIMITED TO THE FOLLOWING: TVO-HOUR, 200 POUND HYDROSTATIC TEST ABOVE GROUND SYSTEM. c. INCLUDE COST AND RUN SUCH TEST AS MAY BE NECESSARY TO DEMONSTRATE THAT EQUIPMENT EQUALS OR EXCEEDS CAPACITIES SPECIFIED UPON REQUEST. d. NOTIFYARCHITECT/ENGINEER TWENTY-FOUR HOURS BEFORE TESTING. END OF SECTION David Ports Architect i.c 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL IT IT (7 IT Lu of 0 W 0 J CIO >y W >0 O O (7 (7 (7 O O 00 O U LLI 0 Fy Lu DATE IISSUE/REVISION 06-02-2021 1 BID PERMIT U) Z JU U Q U QLL = U 0 L LU 2 U w MECHANICAL SYMBOL LEGEND rrrrr��r� FACTORY MOUNTED SMOKE DETECTOR IN RETURN AIR. MECHANICAL CONTRACTOR TO COORDINATE FINAL CONNECTION HVAC UNIT SR SUPPLY REGISTER 6"0 TURNING VANES 8"0 251-400 10'0 ALARM CONDITIONS. ALL WIRING SHALL BE IN CONDUIT PER N.E.C. SMOKE DETECTOR SHALL BE COMPATIBLE WITH FIRE ALARM RG RETURN GRILLE U Q SYSTEM (VERIFY WITH E.C. PRIOR TO ORDERING). SA SUPPLY AIR �r AIR EXTRACTOR 0 C7 O 0 VISUAL ALARM) NEXT TO UNITTHERMOSTAT. M.C. TO LABEL DETECTOR SERVING RESPECTIVE ROOFTOP UNIT. ALL WIRING SHALL BE RA RETURN AIR - OPPOSED BLADE VOLUME DAMPER VD VOLUME DAMPER 4. SUPPLY DUCT FD FIRE DAMER 5. EXTEND FACTORY PROVIDED CONCENTRIC VENT FROM TANKLESS WATER HEATER THRU BUILDING ROOFTOP. CONFIRM LENGTH GC GENERAL CONTRACTOR T RETURN OR EXHAUST DUCT in 0 G.C. & P.C. MC MECHANICAL CONTRACTOR 6. FLEXIBLE DUCT CONNECTION T Q i MANUAL VOLUME CONTROL DAMPERS SHALL BE LOCK -TYPE (TYPICAL FOR ALL). PC PLUMBING CONTRACTOR 8. LINED DUC-RNORK EC ELECTRICAL CONTRACTOR 9. A.F.F. ABOVE FINSHED FLOOR DUCT SMOKE DETECTOR TO SHUT BUILDING FRESH AIR INTAKES. �� DOWN UNIT UNDER ALARM. (EX) EXISTING TO REMAIN f► LOUVERED DOOR (BY G.C.) OT THERMOSTAT UCD - UNDERCUTDOOR(BYG.C.) OS SENSOR EXTEND FLUE THRU ROOF. ® SMOKE DETECTOR TEST STATION CONNECTTO EXISTING 12. MOUNT CARBON DIOXIDE SENSOR AT 5'-0" A.F.F. ONE SENSOR SHALL CONTROL OUTDOOR AIR FLOW FROM RTU -1 AND RTU -2. Op SMOKE DETECTOR TEST STATION O SUPPLY DUCT TEMPERATURE SENSOR CODED NOTES 1. MECHANICAL CONTRACTOR TO PROVIDE, INSTALL AND WIRE SMART THERMOSTAT WITH REMOTE SENSOR FOR EACH HVAC UNIT. SENSOR SHALL BE LOCATED ON COLUMN OR CORNER OF WALL AND THERMOSTAT TO BE LOCATED IN OFFICE. MOUNT TEMPERATURE SENSOR ON COLUMN OR WALL AT 8'-0" ABOVE FINISHED FLOOR WITH LOCKED, VENTED, METAL OR PLASTIC ENCLOSURE. MECHANICAL CONTRACTOR SHALL LABEL ALL THERMOSTATS AND SENSOR WITH RESPECTIVE RTU. COORDINATE EXACT LOCATION WITH ARCHITECT AND OWNER PRIOR TO ROUGH -IN. PROVIDE CONTROL WIRING AS REQUIRED. FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL MSFT THE SUE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. • THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 2. FACTORY MOUNTED SMOKE DETECTOR IN RETURN AIR. MECHANICAL CONTRACTOR TO COORDINATE FINAL CONNECTION HVAC UNIT DUCT SIZE 0-100 6"0 WITH ELECTRICAL CONTRACTOR. WIRING BY ELECTRICAL CONTRACTOR TO SHUT DOWN CORRESPONDING AIR HANDLING UNIT UNDER 8"0 251-400 10'0 ALARM CONDITIONS. ALL WIRING SHALL BE IN CONDUIT PER N.E.C. SMOKE DETECTOR SHALL BE COMPATIBLE WITH FIRE ALARM 12"0 U Q SYSTEM (VERIFY WITH E.C. PRIOR TO ORDERING). 3. MECHANICAL CONTRACTOR TO PROVIDE AND MOUNT SMOKE DETECTOR REMOTE KEYSTATUS AND TEST STATIONS (WITH AUDIOAND 0 C7 O 0 VISUAL ALARM) NEXT TO UNITTHERMOSTAT. M.C. TO LABEL DETECTOR SERVING RESPECTIVE ROOFTOP UNIT. ALL WIRING SHALL BE LLJ Y _j m 00 BY ELECTRICAL CONTRACTOR IN CONDUIT PER N.E.C. REMOTE STATION SHALL BE A SYSTEM SENSOR MODEL SSK451 OR EQUAL. of Q 4. ROOF MOUNTED EXHAUST FAN. SEE DETAIL AND SCHEDULE FOR REQUIREMENTS. 5. EXTEND FACTORY PROVIDED CONCENTRIC VENT FROM TANKLESS WATER HEATER THRU BUILDING ROOFTOP. CONFIRM LENGTH Lu T PRIOR TO ORDERING. SECOND UNITS VENT PIPING TO BE PLUMBED IN AND CAPPED FOR FUTURE INSTALLATION. COORDINATE WITH in 0 G.C. & P.C. Q 6. UNDERCUT DOOR 3/4" FOR MAKE UP AIR. COORDINATE WITH DOOR SCHEDULE ON SHEET A9.0. T Q 7. MANUAL VOLUME CONTROL DAMPERS SHALL BE LOCK -TYPE (TYPICAL FOR ALL). O3: 8. EXHAUST FAN LOCATED ON CEILING. SEE ELECTRICAL DRAWINGS FOR EXACT LOCATION. 9. 8"0 EXHAUSTAIR DUCT UP THRU ROOFTOP. TERMINATE WITH VENT CAP. ENSURE TERMINATION POINT IS A MINIMUM 10' FROM ANY BUILDING FRESH AIR INTAKES. 10. RETURN AIR OPENING ON TOP OF RETURN AIR DUCT. SEE DETAIL ON M2.0 FOR MORE INFO. 11. PROVIDE UNIT HEATER IN BACK ROOM. UNIT TO POINT AT EXTERIOR DOOR. ENSURE DOOR DOES NOT BLOCK UNIT WHEN OPEN. EXTEND FLUE THRU ROOF. 98'-6" 12. MOUNT CARBON DIOXIDE SENSOR AT 5'-0" A.F.F. ONE SENSOR SHALL CONTROL OUTDOOR AIR FLOW FROM RTU -1 AND RTU -2. 13. NOT USED. F a o 14. DUCT MOUNTED EXHAUST GRILLE SHALL BE CENTERED ABOVE SHELVING UNIT FOR FEEDER MICE. 400 0 15. PROVIDETRANSFER DUCTTHRU WALL FROM RETURN AIR PLENUM. PROVIDE GRILLE ON FINISHED SIDE. TRANSFER GRILLE SHALL BE 0 INSTALLED 13'-0" A.F.F. B 10 16. DUC_RNORK SHALL BE LOCATED ABOVE LIGHT FIXTURES REFER TO A3.0 NOTES. ALL DUCT MAINS IN SALES AREA TO BE LOCATED IN � 0 JOISTSPACE. 2r, "F JRTU- a 17. WITH DRYER VENT HOOD. PROVIDE ROUTE RIGID ALUMINUM DRYER VENT FROM DRYER UP WALL AND TERMINATE THRU WALL ROOF W 19 RTU -1 o 18. DRYER VENT HOOD WITH BIRD SCREEN AT TERMINATION. MAINTAIN A MINIMUM OF 10'-0" FROM ANY FRESH AIR OPENINGS_ PROVIDE 2 TRANSFER GRILLES ON PUBLIC PET WASH SIDE OF WALL. MOUNT 1 GRILLE AT 12" AFF, AND 1 AT 12'- 0" AFF VV/BLADES M 2"0 10 - 6 POINTED UP. GRILLES ARE TO BE LOCATED IN THE SPACE BE-RNEEN 2 WALL STUDS, SUCH THAT AIR MAYBE TRANSFERRED BE-RNEEN 2 F THEM. FIELD COORDINATE THE EXACT LOCATION OF THE GRILLES AND ENSURE THAT THERE IS TO BE NO HORIZONTAL FRAMING, OR 100 OTHER OBSTRUCTIONS IN THE STUD SPACE. E 16 19. NEW ROOFTOP UNIT TO REPLACE EXISTING. PROVIDE ROOF CURB ADAPTOR AS REQUIRED. FULL SIZE SUPPLY/RETURN DOWNTO B 10SPACE. NO�M/F� ACOUSTICALLY LINE THE FIRST IO'-0"RUN OF SUPPLYAND RETURN DUCT MAINS. SET UNIT OUTSIDE AIR QUANTITY AS LISTED 300ON ROOFTOP UNITSCHEDULE. FANSTO RUN CONTINUOUS DURINGOCCUPIED HOURS. ;_ /I\ GENERAL NOTES A. CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING PROCESS AND BE FAMILIAR WITH THE SCOPE OF WORK. B. MECHANICAL CONTRACTOR SHALL DISCONNECT, DISASSEMBLE, AND REMOVE EXISTING EQUIPMENT, ASSOCIATED DUC_RNORK, DIFFUSERS, GRILLES, SUPPORTS, PIPING, AND ASSOCIATED CONTROLS, ETC., NOT OTHERWISE INDICATED TO BE REUSED ON DRAWINGS. ALL OPENINGS IN PIPING AND DUCTS THAT REMAIN SHALL BE PLUGGED/CAPPED AND PROPERLY SECURED. ANY EQUIPMENT DESIGNATED BYOWNER TO BE SALVAGED SHALL BE PROTECTED DURING DEMOLITION AND DELIVERED TO OWNER ON SITE; OTHERWISE, CONTRACTOR SHALL DISPOSE OF LEGALLY AS DIRECTED BY OWNER. C. MECHANICAL CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. PROVIDE ALL NECESSARY OFFSETS OR TRANSITIONS WITH EQUIVALENT AREAS TO MATCH DUCT SIZES AS INDICATED ON DRAWINGS. D. CONTRACTOR SHALL BE FAMILIAR WITH OWNER'S STANDARDS, RULES AND REGULATIONS. ALL OWNER'S CRITERIA SHALL BE COMPLIED WITH AND INCLUDED IN THIS BID. E. ALL DUC_RNORK SHALL BE INSTALLED TIGHTTO UNDERSIDE OF STRUCTURE OR AS HIGH AS POSSIBLE ABOVE FINISHED CEILING TO AVOID OBSTRUCTIONS. F. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES FOR ALL EQUIPMENT. G. HVAC DUCTWORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH ASHRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES ON ALL ELBOWS. H. ALL SUPPLYAND EXHAUST BRANCH DUC_RNORK SHALL HAVE MANUAL VOLUME DAMPERS IN CORRESPONDING RUNOUTS NEAR CONNECTION TO MAIN DUCT. I. NO THERMOSTATS OR SENSOR ARE TO BE LOCATED OVER HEAT PRODUCING EQUIPMENT. J. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOCUMENTS AND SERVICES RELATED TO INSTALLATION OF WORK. K. CONDUIT IN EXPOSED TO VIEW AREAS TO BE PAINTED TO MATCH ROOF DECKAND/OR WALL COLOR. L. MECHANICAL CONTRACTOR SHALL PATCH ALL OPENINGS IN EXISTING WALLS, FLOORS, AND CEILINGS REMAINING AFTER COMPLETION OF ALL DEMOLITION WORK FOR PROJECT. CONTRACTOR SHALL PATCH ALL OPENINGS TO MATCH SURROUNDING SURFACE FINISHES. M. EXISTING SPRINKLERS TO BE MODIFIED AS REQUIRED TO ACCOMMODATE NEW ROOM/REFLECTED CEILING LAYOUT. SPRINKLERS SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. PER REQUIRED OCCUPANCY HAZARDS. N. FILTERS FOR ALL HVAC UNITS ARE TO BE REPLACED AT THE END OF CONSTRUCTION, CONTRACTOR SHALL SUPPLY(1)ADDITIONAL SET OF FILTERS LABELED FOR THE RESPECTIVE HVAC UNITTO OWNER ATTHE END OF CONSTRUCTION. O. ALL ROOF WORK TO BE DONE BY LANDLORD APPROVED ROOFING CONTRACTOR TO MAINTAIN ROOF WARRANTY. P. ANY EXISTING CEILING ITEMS THATARE TO REMAIN (FOR EXAMPLE: EXISTING DUCTVVORK OR ANY OTHER EXISTING BUILDING SYSTEM ELEMENTS) ARE TO BE RAISED AS REQUIRED FOR LIGHT FIXTURE INSTALLATION. G.C. TO COORDINATE AS REQUIRED. Q. MECHANICAL CONTRACTOR TO PERFORM COMPLETE TESTAND BALANCE OF NEW OR UPDATED HVAC SYSTEM AND SUBMIT TO GC AND BUILDING OFFICIAL IF REQUIRED. SUPPLY BRANCH DUCTWORK CFM DUCT SIZE 0-100 6"0 101-250 8"0 251-400 10'0 401-650 12"0 01 1 MECHANICAL PLAN NORTH CONTRACTOR MUSTVERIFYALL CLEARANCES AND DIMENSIONS IN FIELD SCALE: 1/8" =1'-0" David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL DATE IISSUE/REVISION 06-02-2021 1 BID PERMIT Lu U Q 0 C7 O 0 LLJ Y _j m 00 of Q of of O U Lu 0 Lu T 0 in 0 O Q T Q Q O3: C'y) DATE IISSUE/REVISION 06-02-2021 1 BID PERMIT VANED ELBOWS TO BE CONSTRUCTED AND INSTALLED AS DETAILED BY SMACNA rr rr rrr ROOF DECK 12" IN CAP PLUMB VENT PIPING AND CAP FOR CONNECTION TO FUTURE WATER HEATER. CONDI DRAIN U1 JAL 0 08 I WATER HEATER VENT DETAIL I SCALE: N.T.S. PREFERRED TAKE -OFF DETAIL ALTERNATE TAKE -OFF DETAIL ALTERNATE TAKE -OFF DETAIL ALTERNATE TAKE -OFF DETAIL O CONNECTION MINI-BELLMOUTH STANDARD 90' RECTANGULAR TO °BUCKLEY" CONNECTION SIMILAR TO KEY NOTES: SIMILAR TO MODEL MBMD "BUCKLEY" MODEL 33000 AIR FLOW 1. EXISTING ROOF CURB. (UCKLEY" (SEAMLESS) (CONTINUOUSLY WELDED) m 00 2. TRANSITION TO CONNECTION SIZES IN DUCT RISE, REFER TO PLANS � � O U U0 FOR SIZES. 0 in 0 3. 1" ACOUSTIC LINER IN ENTIRE RETURN DUCTWORK SYSTEM. DUCT E2 Q Fy SIZES INDICATED ON PLAN ARE INTERIOR DIMENSIONS AND DO NOT OT >Q >Q INCLUDE LINING. PAINT DUCTWORK TO MATCH CEILING. REFER TO > COY')) ARCHITECTURAL DRAWINGS FOR PAINT SPEC. O O 4. REFER TO STRUCTURAL DRAWINGS FOR JOIST LOCATIONS, SIZES, AND DIRECTION. 8 z 5. NOT USED. 8 -m 6. NOT USED. 10 00 7. NOT USED. 8. FLEXIBLE CONNECTION - TYPICAL. 36" MI 9. SUPPLY DROP BOX DIFFUSER. T 4 10. RETURN OPENING ON TOP OF RETURN AIR DUCT WITH 1/2" EXPANDED MESH SCREEN OVER OPENING, SEE PLAN SHEET FOR SIZING. ADJUST RETURN DUCT SIZE (MAINTAIN EQUIVALENT AREA) AS 3 HEAVY GAUGE REQUIRED TO FIT IN JOIST SPACE. RETURN AIR DUCT SHALL BE INSTALLED A MINIMUM OF 18" BELOW ROOF DECKING TO ALLOW FOR INTAKE -,_.MATCH S BOTTOM OF LIGHT GALVANIZED AIR FLOW. IN NO CASE SHALL RETURN AIR DUCT BLOCK AIRFLOW 9 STEEL, WITH 1" - FROM SUPPLY AIR REGISTERS. IF IT IS NOT POSSIBLE TO INSTALL IN FIXTURES 1 1/2 LB. RETURN DUCT BETWEEN JOISTS, THEN INSTALL BELOW JOISTS. U -L LISTED DUCT LINER SUPPLY DROP BOX ROOF DECK 12" IN CAP PLUMB VENT PIPING AND CAP FOR CONNECTION TO FUTURE WATER HEATER. CONDI DRAIN U1 JAL 0 08 I WATER HEATER VENT DETAIL I SCALE: N.T.S. PREFERRED TAKE -OFF DETAIL ALTERNATE TAKE -OFF DETAIL ALTERNATE TAKE -OFF DETAIL ALTERNATE TAKE -OFF DETAIL BELLMOUTH CONNECTION MINI-BELLMOUTH STANDARD 90' RECTANGULAR TO °BUCKLEY" CONNECTION SIMILAR TO ROUND BOOT CONNECTION MAIN DUCT SIMILAR TO MODEL MBMD "BUCKLEY" MODEL 33000 AIR FLOW MODEL BMD (SEAMLESS) (UCKLEY" (SEAMLESS) (CONTINUOUSLY WELDED) m _ I_ 6" MIN. VD VDVD (ONLY WHEN OTHERS DOETIN D (ABOVE 1 DUCT SIZE HOLE SIZE NOT FIT) VDDEPTH) (SEE PLANS) (SEE BELOW-TYP.) STANDARD RECTANGULAR CONNECTION THIS DETAIL APPLIES TO SINGLE TAKEOFFS TO NOTE: DIFFUSER AS WELL AS BRANCH TAKEOFFS. IT ALTERNATE FITTINGS SHALL BE USED WHEN DUCT HEIGHTS DOES NOT ALSO APPLIES TO TAKEOFFS IN THE PERMIT THE USE OF THE PREFERRED FULL SIZE BELLMOUTH SUBMIT HORIZONTAL AS WELL AS VERTICAL DIRECTION. FITTINGS FOR REVIEW BY ENGINEER PRIOR TO INSTALLATION. COORDINATE DUCT HEIGHTS WITH ALL OTHER TRADES & ARCHITECT 10 I NOT USED I SCALE: N.T.S. I 09 I NOT USED I SCALE: N.T.S. ROOF 113111@LH UM1,..,,.,,, JOIST WEBBING METAL G SUPPORTED WITH UNISTRUT GENERAL NOTES: A DUCTWORK CANNOT BE SUPPORTED FROM ROOF DECK B. SECURE UNISTRUT SUPPORTS TO CEILING JOIST WITH BEAM CLAPS. DUCT ROUTING BETWEEN CEILING C OT JOIST DETAIL SCALE: N.T.S. OV NOT USED SCALE: N.T.S. REFER TO STRUCTURAL FOR CURB ATTACHMENT 5 FEET MAXIMUM SUPPORT END OF DETAILS METAL DUCT VD SET ROOF CURB ON STRUCTURAL STEEL - SHIM DEAD LEVEL. SECURE INSULATED ROOFJT! ROOF CURB TO METAL CURB. FLASH AND mq DECK & FAN TO ROOF COUNTERFLASH TO FLEXIBLE DUCT (USE REQUIRED FOR DIFFUSER CURB. ROOF. LEVELING & ALIGNMENT) SEALING BY ROOF ROOF MANUFACTURER. CEILING A 6 NECK SIZE / GRILLE SIZE / 1\/ / V\//\ DIFFUSER TYPE 1 00 AIR FLOW - CFM FLEXIBLE DUCT GRAVITY CONNECTION /�_ BACKDRAFi DAMPER DRAW BAN WITH SEALAN STORM COL ROOF CONE & FLASHINC ALUMINUM DUCTWORK GALVANIZED DUCTWORK BRIEDERT VENT CAP. TERMINATE AT S-0" ABOVE ROOF. MAINTAIN A MINIMUM CLEARANCE OF 10'-0" FROM ALL OUTSIDE AIR REFER TO PLANS FOR CONTINUATION AND SIZE NOTE: ROUTE DUCT TO AVOID ROOF JOISTS 05 UNIT HEATER EXHAUST TERMINATION DETAIL SCALE: N.T.S. BRANCH DUCT MAIN SUPPLY AIR DUCT 45' TAKE -OFF PROVIDE MANUAL BALANCING DAMPER (SEE SPECIFICATIONS) IF INSTALLED ABOVE HARD CEILING, PROVIDE CONCEALED REMOTE DAMPER ADJUSTER. 1/4 WIDTH OF BRANCH DUCT 04 DUCT TAKEOFFS AND ELBOW SCALE: TAKEOFFS AND ELBOW SCALE: N.T.S. 03 ROOF MOUNTED EXHAUST FAN DETAIL SCALE: N.T.S.ILING DIFFUSER BRANCH DUCTS SCALE: N.T.S.N.T.s�01 LOW PRESSURE END OF SUPPLY AIR SCALE: N.T.S. MOUNTED EXHAUST FAN DETAIL SCALE: N.T.S�02 CEILING DIFFUSER BRANCH DUCTS SCALE: N.T.S�01 LOW PRESSURE END OF SUPPLY AIR SCALE: N.T.S. WITH FLEX CONNECTION DUCT DETAIL David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL DATE ISSUE/REVISION 06-02-2021 BID PERMIT W Q J 0 C7 O 0 Y m 00 Q � � � O U U0 0 in 0 V E2 Q Fy OT >Q >Q > COY')) DATE ISSUE/REVISION 06-02-2021 BID PERMIT DIFFUSER BOOT FIELD FABRICATED TYPICAL SUPPLY AIR GRILL W/ V01 DAMPER -\ LOCATION AIR BALANCE UNIT SUPPLY AIR OUTS] DE AIR RETURN AIR EXHAUST AIR SUPPLY %OSA RTU -1 3000 600 20% 3000 - RTU -2 3000 600 20% 3000 - RTU -3 1500 200 13% 1500 - EF -1 - - - 75 EF -2 - - - 1200 TOTAL 7500 1400 7500 1275 BUILDING PRESSURE: 125 POSITIVE GAS UNIT HEATER SCHEDULE NO. SERVICE GAS INPUT / GAS OUTPUT ELECT. MANUF. & MODEL REMARKS BTU/HR NO. UH -1 BACK ROOM 75,000 / 60,000 120V - 10 STERLING 1 GG075A1NSA110-AS-G3 REMARKS: 1. PROVIDE WITH DISCONNECT SWITCH, HANGER KIT WITH VIBRATION ISOLATION AND THERMOSTAT unKir%ro IC AS HANGER STRAP DIA. MAX. PAINT COLOR SELECTED BY ARCHITECT (PAINTED BY G.C.) SIDEWALL DIFFUSER DETAIL MOUNTED BELOW 101-011 N.T.S. DIFFUSEF FIELD FA TYPICAL AIR GRILI DAMPER UAKInrD Ventilation Calculation For RTU -1/2 Space blame Designation Floor Area (Az) Zone Population (PJ Area Outdoor Air Rate (Ra) People Outdoor Air Rate (R) Area Exhaust Air Rate (R,e) Breathing Zone Outdoor Airflow (Vbz) Zone Outdoor Airflow (VO,) Minimum Exhaust (R,e2) Zone Primary Airflow (V z) Primary Outdoor Air Fraction (Zpz) Sa les Sales 3923 59 0.12 7.5 - 913 1142 0 6000 Floor Area (Az) Total: 913 1142 0 6000 Zone Outdoor Airflow (V62) Maximum Primary Outdoor Air Fraction (Zpz ) System Ventilation Efficiency (E„) Breathing Zone Outdoor Airflow (Vbz) Outdoor Air I nta ke Flow (Vot) - 0.80 913 1142 1500 200 0.8 208V-30 24.6 35 COOLING CAPACITY HEATING CAPACITY 80 65 15/12.2/- 1100 Ventilation Calculation For ITU -3 SUPPLY AIR O.A. Space Name Designation Floor Area (Az) Zone Population (PI) Area Outdoor Air Rate (Ra) People Outdoor Air Rate (R) Area Exhaust Air Rate (Re) Breathing Zone Outdoor Airflow (Vbz) Zone Outdoor Airflow (V62) Minimum Exhaust (R j Zone Primary Airflow (V z) Primary Outdoor Air Fraction (Zpz) Bathing Pet Shops (Animal Areas) 118 1 0.18 7.5 0.9 29 36 106.2 300 0.12 Bathroom Toilet Rooms - Public 51 - - - 70/"Fixture 0 0 70 50 0.00 BOH Storage Rooms 315 - 0.12 - - 38 47 0 450 0.11 Grooming Pet Shops (Animal Areas) 210 2 0.18 7.5 0.9 53 66 189 300 0.22 Holding Pet Shops (Animal Areas) 136 1 0.18 7.5 0.9 32 40 122.4 300 0.13 Office Office Spaces 1 69 1 0 1 0.06 1 5 1 - 1 4 1 5 1 0 1 100 1 0.05 RTU -2 SALES 3000 600 Tota 1: 1 155 194 488 1 1500 71 Maximum Primary Outdoor Air Fraction (Zpz ) System Ventilation Efficiency (E„) Breathing Zone Outdoor Airflow (Vbz) Outdoor Air Intake Flow (Voj u 0.22 0.93 155 167 ROOFTOP UNIT SCHEDULE RTU -3 BOH 1500 200 0.8 208V-30 24.6 35 COOLING CAPACITY HEATING CAPACITY 80 65 15/12.2/- 1100 1 SUPPLY AIR O.A. W J SEER/EER/ MANUFACTURER WEIGHT QUO ZJ049S08D2B MBH MARK SERVICE (CFM) (CFM) E.S.P. VOLTAGE /PHASE MCA MOCP IEER &MODEL NO. (LBS) REMARKS INTERNATIONAL. THE HVAC MECHANICAL CONTRACTOR SHALL BE MARK & MODEL NO. NUMBER TOTAL SENSIBLE MBH INPUT PATTERN FINISH REMARKS RESPONSIBLE FOR COORDINATING AND ACCEPTING THE EQUIPMENT, LU � o 27)== > i� VERIFYING PROPER QUANTITIES, PROVIDING TEMPORARY STORAGE, OUTPUT RTU -1 SALES 3000 600 0.8 208V-30 46.3 50 94.3 71 180 144 412.2/13.2 YORK 1450 1,2 B. YORK NATIONAL ACCOUNTS WILL BE PROVIDING THE FOLLOWING ZJ090S18D2B RTU -2 SALES 3000 600 0.8 208V-30 46.3 50 94.3 71 180 144 412.2/13.2 YORK 1450 1,2 a. FACTORY -INSTALLED INTELLISPEED VARIABLE FREQUENCY TITUS ZJ090S18D2B DRIVE (VFD) C OBD SURFACE AS NOTED 12"x12" 4 -WAY WHITE SUPPLY TMS -AA YORK RTU -3 BOH 1500 200 0.8 208V-30 24.6 35 51.9 36.1 80 65 15/12.2/- 1100 1 W J o QUO ZJ049S08D2B =_Jj REMARKS: 1. PROVIDE WITH 14" TALL ROOF CURB, ECONOMIZER, RETURN AIR SMOKE DETECTOR (RTU -1/2 ONLY) BAROMETRIC RELIEF, DISCONNECT SWITCH, NON -POWERED CONVENIENCE OUTLET, PHASE MONITOR, 2 -STAGE GAS HEAT AND THRU THE CURB CONNECTION FOR GAS PIPING. 2. PROVIDE WITH CO2 CONTROL FOR OUTDOOR AIR OPERATION. MINIMUM 5% OUTDOOR AIR DURING OCCUPIED MODE WITH 1100 PPM MAX BUILDUP IN SPACE. ECONOMIZER SHALL MODULATE OPEN AS CO2 LEVELS RISE ABOVE 1100 PPM. GENERAL NOTES GRILLE & DIFFUSER SCHEDULE A. PET SUPPLIES PLUS HAS A NATIONAL HVAC AGREEMENT WITH YORK W CD MANUFACTURER DAMPER FRAME/ INTERNATIONAL. THE HVAC MECHANICAL CONTRACTOR SHALL BE MARK & MODEL NO. NUMBER BORDER CFM MODULE SIZE PATTERN FINISH REMARKS RESPONSIBLE FOR COORDINATING AND ACCEPTING THE EQUIPMENT, LU � o 27)== > i� VERIFYING PROPER QUANTITIES, PROVIDING TEMPORARY STORAGE, LABOR, AND FIRST YEAR LABOR WARRANTY. A RUSKIN ROOFTOP SYSTEMS _ DUCT MOUNT AS NOTED 24"x24" 4-WAY/DRUM GRILL WHITE SUPPLY 1-575-2010 B. YORK NATIONAL ACCOUNTS WILL BE PROVIDING THE FOLLOWING EQUIPMENT: B TITUS OBD LAYIN/DUCT AS NOTED 24"x24" 4 -WAY WHITE SUPPLY 1. ALL ROOFTOP HVAC UNITS INCLUDING ALL ACCESSORIES: TMS -AA a. FACTORY -INSTALLED INTELLISPEED VARIABLE FREQUENCY TITUS DRIVE (VFD) C OBD SURFACE AS NOTED 12"x12" 4 -WAY WHITE SUPPLY TMS -AA b. FACTORY -INSTALLED ECONOMIZER WITH BAROMETRIC TITUS SUPPLY RELIEF c. FACTORY -INSTALLED DISCONNECT SWITCH D 30ORL OBD DUCT MOUNT AS NOTED AS NOTED DOUBLE DEFLECTION WHITE WITH O.B.D. d. FACTORY -INSTALLED NON -POWERED CONVENIENCE OUTLET E TITUS e. FACTORY -INSTALLED PHASE MONITOR f. FACTORY -INSTALLED HIGH -STATIC DRIVE 350RL _ LAY-IN/WALL AS NOTED AS NOTED 35° FIXED WHITE RETURN g. FACTORY -INSTALLED RETURN AIR SMOKE DETECTOR h. 2" STANDARD FILTERS F TITUS - SURFACE/ AS NOTED AS NOTED 35° FIXED WHITE EXHAUST i. 14" HIGH ROOF CURB 350RL DUCT j. CO2 SPACE/WALL MOUNT SENSOR k. PROGRAMMABLE THERMOSTAT WITH WALL PLATE AND EXHAUST FAN SCHEDULE LOCKING COVER 2. ALL GRILLES, REGISTERS AND DIFFUSERS AS SPECIFIED (GRD'S) AND ALL CONCENTRIC DIFFUSERS AS SPECIFIED. MANUF. & 3. ALL EXHAUST FANS AND REQUIRED ACCESSORIES NO. SERVICE CFM S.P. RPM/MOTOR HP ELECT. MODEL NO. REMARKS 4. ALL GAS UNIT HEATERS AND REQUIRED ACCESSORIES 5. AIR CURTAIN AND REQUIRED ACCESSORIES EF -1 RESTROOM 75 0.35 950/100W 120V - 10 YORK (PENNBARRY) 1 ALL OTHER EQUIPMENT, ACCESSORIES, ETC. ARE THE RESPONSIBILITY MODEL CIJ1 OF THE MECHANICAL CONTRACTOR. PAINT COLOR SELECTED BY ARCHITECT (PAINTED BY G.C.) M) xasLLnsiwcciaav SIDEWALL DIFFUSER DETAIL MOUNTED ABOVE 101-011 N.T.S. EF -2 I PET AREAS I 1200 I 0.35 I 1550/0.33 I 120V - 10 I v EVD16R I 2 REMARKS: 1. DISCONNECT SWITCH, GRAVITY BACKDRAFT DAMPER, FLEXIBLE DUCT COLLAR CONNECTION AND VIBRATION ISOLATION KIT. 2. DISCONNECT SWITCH, GRAVITY BACKDRAFT DAMPER, ROOF CURB. David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL ° u4, C.O.1 *�,SH�p••;�D • i (P . i + 39445 zs DATE ISSUE/REVISION 06-02-2021 BID PERMIT C0 W D W 2 U C0 J Q U_ Z Q U LU 2 W U W J o QUO 00 =_Jj C� W CD O 3: LU_ CD LU 3� w H LU � o 27)== > i� DATE ISSUE/REVISION 06-02-2021 BID PERMIT C0 W D W 2 U C0 J Q U_ Z Q U LU 2 PLUMBING SYMBOL LEGEND CODED NOTES ® GENERAL NOTES Lu 1. EXISTING GAS METER CAPACITY TO BE VERIFIED INFIELD. IN THE 13. ROUTE 3/4" HOT AND COLD WATER DOWN IN WALL AND CONNECT TO A. PLUMBING CONTRACTOR SHALL ABIDE BY ALLSTATE AND LOCAL CODES SILICONE CAULK. n� U EVENT IT IS FOUND MINIMUM CAPACITY IS INSUFFICIENT FOR NEW C) MOP BASIN. AND REGULATIONS. M. ALL DOMESTIC COLD, HOTANDTEMPERED WATER PIPINGTO BE EXISTING UTILITYAS INDICATED 00 LOAD, PROVIDE NEW GAS METER AT EXISTING METER BANK WITH A 14. ROUTE 1/2" COLD WATER DOWN IN WALL AND CONNECTTO DRINKING � � B. PLUMBING CONTRACTOR SHALL FIELD VERIFYTHE EXACT LOCATIONS AND INSULATED WITH RIGID FIBERGLASS INSULATION WITH TYPE 'ASY JACKET. MINIMUM CAPACITYOF 1000 CFH. VERIFY EXACT LOCATION OF FOUNTAIN. V0 SIZES OF ALL UTILITIES, INCLUDING THE DEPTHS OF ALL BELOW GRADE COLD WATER PIPES TO HAVE 1/2" THICK INSULATION. DOMESTIC HOT AND SANITARYABOVE GROUND �E EXISTING GAS METER IN FIELD. EXTEND NEW 2-1/2" GAS MAIN OUT OF 15. ROUTE 1/2" HOT AND COLD DOWN IN WALL AND CONNECTTO SANITARYSEWERS, PRIOR TO START OF WORK. THIS DRAWING IS NOT TEMPERED WATER PIPES TO HAVE 1" THICK INSULATION. >0 METER. RECONNECT EXISTING GAS LINE SERVING EXISTING ROOFTOP LAVATORY. PROVIDE ASSE 1070 COMPLIANT POINT OF USE MIXING Lu INTENDED TO INDICATE ALL EXISTING UTILITIES. N. ANY EXISTING CEILING ITEMS THATARE TO REMAIN IN OPERATION FOR - SANITARY BELOW GROUND UNITS TO NEW MAIN. EXTEND NEW 2" LINE UP BUILDING AND ROUTE IN coy)) VALVE ON HOT WATER SUPPLY. SEE DETAIL ON P2.0. C. CONTRACTOR SHALL BE FAMILIAR WITH OWNER'S STANDARDS, RULES AND EXAMPLE: EXISTING ROOF DRAINAGE PIPING, EXISTING GENERAL PIPING CEILING SPACE TO NEW WATER HEATER & UNIT HEATER. COORDINATE 16. ROUTE 1/2" COLD WATER DOWN IN WALL AND CONNECT TO WATER REGULATIONS. ALL OWNER'S CRITERIA SHALL BE COMPLIED WITH AND OR ANY OTHER EXISTING BUILDING SYSTEM ELEMENTS ARE TO RAISED AS COLD WATER ALL WORK WITH G.C. AND GAS COMPANY. CLOSET. SUPPLY LINE THROUGH WALL ABOVE WALL BASE. INCLUDED IN THIS BID. REQUIRED FOR LIGHT FIXTURE INSTALLATION. G.C. TO COORDINATE AS HOT WATER 2. EXISTING ROOFTOP UNIT IN THIS LOCATION TO BE REMOVED AND 17. PROVIDE NEW 1-1/2" WATER METER AS NECESSARYAND EXTEND NEW D. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID AND FIELD REQUIRED. REPLACED WITH NEW. DISCONNECTED EXISTING UNIT FROM GAS LINE 1-1/2" CW LINE FROM UTILITY ROOM TO SPACE AS SHOWN WITH NEW VERIFY EXISTING CONDITIONS TO ENSURE THATTHE WORK REPRESENTED O. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL CHROME COVER PLATE HOT WATER RETURN & RECONNECT TO NEW UNIT. PROVIDE GAS REGULATOR AS RPZ BACKFLOW DEVICE AS REQUIRED. COORDINATE ALL WORK WITH ON THE DRAWINGS AND IN THESE SPECIFICATIONS CAN BE INSTALLED AS TO ACCESS VALVES IN BOTH MEN'S AND WOMEN'S RESTROOMS. NECESSARYTO BRING GAS PRESSURE DOWN TO 7" W.C. PRIOR TO G.C., UTILITY COMPANY & BUILDING MANAGEMENT. INDICATED. CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO TEMPERED WATER UNIT CONNECTION. 18. PROVIDE 1-1/2" SCHEDULE 40 PVC FOR DRYER BELOW WASH TUB BASIN CONSIDERATION. PROVIDE ALL NECESSARY OFFSETS TO SUIT FIELD 3. NOT USED. TO THE PET WASH BASINS. SEE DETAIL ON A6.1 FOR EXACT CONDITIONS AS REQUIRED. FVVFILTERED WATER 4. GAS PIPING DOWN TO TANKLESS WATER HEATER MANIFOLD. PROVIDE REQUIREMENTS. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR E. CONTRACTOR SHALL VERIFYAND COORDINATE ALL UTILITY CONNECTION MANIFOLD, DIRT LEG, UNION AND SHUT-OFF VALVES. CONNECT GAS EXACT LOCATION OF PIPING INLETS AND OUTLETS. POINTS, INCLUDING SIZES AND INVERTS WITH EXISTING FIELD CONDITIONS --------V-------- VENT PIPING TO ONE END ON GAS MANIFOLD AND CAP OPPOSITE END. 19. ROUTE 1/2" HW AND CW PIPING DOWN IN WALL AND CONNECT TO PRIOR TO START OF WORK. 5. EXTEND AN D CONN ECT TO EXISTING SANITARY SEWER. FIELD VERIFY THERMOSTATIC MIXING VALVE(TMV-2) ADJACENT TO PET WASH TUB IN F. MAKE ALL UTILITY CONNECTIONS AND INSTALLATIONS IN FU LL G GAS EXACT LOCATION PRIOR TO START OF ANY WORK. HOLDING ROOM. ROUTE FLEXIBLE HOSE FROM THERMOSTATIC MIXING ACCORDANCE WITH ALL UTILITY REGULATIONS. PROVIDE ALL ADDITIONAL 6. PETWASH BASINS. PROVIDE AND INSTALL WASTE PIPING AS SHOWN VALVE AND CONNECTTO HOSE WITH SEFL-CONTROLLED SPRAY APPURTENANCES AS REQUIRED BY UTILITY COMPANY. THE COMPLETED - -CD- CONDENSATE DRAIN ON PLAN AND IN RISER DIAGRAM. REFER TO DETAIL 1/P2.0. ROUTE NOZZLE. SET MAXIMUM DISCHARGE TEMPERATURE TO 90F. REFER TO INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE INDUSTRY SHUT OFF VALVE WASTE TO IN FLOOR RECESSED HAIR INTERCEPTOR AS SCHEDULED DETAIL 4/P2.0. STAN DARDS OF GOOD PRACTICE AND SAFETY, AND TH E MANU FACTURER'S ON SHEET P3.0 AND AS SHOWN ON PLAN AND RISER DIAGRAM. 20. PROVIDE QUARTER TURN BALL VALVE TERMINATING WITH 3/4" FEMALE STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRODUCT (E) EXISTING PROVIDE AND INSTALL KERDI DRAIN STRAINER AT TUB DRAIN THREADS LOCATED AT 24" AFF TURNED DOWN. REFER TO DETAIL APPLICATION AND INSTALLATION. DISCHARGE. SEE DRAINS/C LEANOUTS SCHEDULE P3.0. COORDINATE 2/P2.0. G. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND CONNECT TO EXISTING WITH ARCHITECTURAL PLANS AND G.C. PRIOR TO ANY WORK. 21. PET WASH TUB (PWT -3/4) PROVIDED BY OWNER. P.C. SHALL PROVIDE INSPECTIONS RELATED THE INSTALLATION OF THE WORK. 7. ROUTE (2) 1/2" COLD WATER FROM TRAP PRIMER DOWN IN WALL AND AND INSTALL INDIVIDUAL SOLIDS INTERCEPTOR FOR PET WASH TUB. H. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND VTR VENTTHRU ROOF CONNECTTO EACH FLOOR DRAIN IN RESTROOMS. SEE DETAIL07/ P2.0 SOLIDS INTERCEPTORS (SI -2) SHALL BE INSTALLED ON FLOOR, NEAR LOCAL CODES, LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION FIELD VERIFY ALL CONDITIONS 8. THERMOSTATIC MIXING VALVE(TMV-1) FOR WASH TUBS, SETAT 90 DEG PET WASH TUB (PWT -3/4), REFER TO DETAIL P2.0. INTERCEPTOR SHALL AND LANDLORD'S CRITERIA. F MOUNTED IN PET WASH SHOWER BASIN WALL WITH INTEGRAL INDIRECTLY DISCHARGE INTO TRENCH DRAIN BELOW PET WASH TUB. I. MAINTAIN ALL MANUFACTURER'S RECOMMENDED SERVICE CLEARANCES .DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT 711E SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EASING FIELD CONDITIONS. THIS CHECK/STOPS AND SCREW DRIVER ADJUSTMENT. CONFIRM SOLIDS INTERCEPTORS (SI -2) MUST BE INSTALLED IN SERVICEABLE FOR ALL FIXTURES AND EQUIPMENT. REFER TO ARCHITECTURAL PLANS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD TEMPERATURE SETTINGS WITH TENANT. (WALL MOUNTING NOT SHOWN AND ACCESSIBLE LOCATION. COORDINATE SI PIPINGAND ACCESS WITH FOR EXACT LOCATIONS OF PLUMBING FIXTURES. MODIFICATIONS DUE TO EXISTING CONDITIONS. FOR CLARITY) FIXTURES AND ACCESS BELOW PWT -3/4. SEE ARCHITECTURAL J. ALL HORIZONTAL FIRE PROTECTION SPRINKLER PIPING AND ALL ABOVE . THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO 9. ROUTE 3/4" CW DOWN IN WALL TO HOSE BIBB AND 3/4" FILTERED DRAWINGS AND COORDINATE WITH G.C. GRADE EXPOSED HORIZONTAL PIPING IS TO BE INSTALLED AS HIGH AS BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN WATER FROM OUTLET SIDE OF WATER FILTER. HOSE BIBB MOUNTING 22. PROVIDE DOUBLE CHECK VALVE BACKFLOW PREVENTOR BEFORE POSSIBLE. HIS BID ALL COSTS TO MEEr THE DESIGN INTENT. CLARIFICATIONS MADE BY THE HEIGHT: 24" AFF. EXTEND FILTER WATER PIPING AS SHOWN. AQUARIUM FILTRATION EQUIPMENT. ROUTE DRAIN TO FLOOR DRAIN K. CONTRACTOR TO VERIFYALL EXISTING CONDITIONS AND SHALL NOTIFY ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE 10. ROUTE I/2" HWAND CW IN WALL AND CONNECT TO TMV-1 AND WITH APPROVE AIR GAP. SEE DETAIL 03/P2.0 THE ENGINEER OF ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS IMPLEMENTED AT CONTRACTORS COSr. TERMINATE THROUGH WALL WITH HOSE END VALVE. SEE DETAIL ON 23. ENSURE INSTALLATION LOCATION OF SOLIDS INTERCEPTOR ALLOWS BEFORE COMMENCING ANY WORK. . BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND P2.0. REFER TO ARCHITECTURAL SET FOR ROUGH IN LOCATION. FOR EASY REMOVAL OF ACCESS LID AND CLEANING. REFER TO A4.0 L. SLEEVE AND SEAL ALL PIPE PENETRATIONS OF WALLS AND FLOORS. APPLY ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK 11. LOCATION FOR AQUARIUM FILTRATION EQUIPMENT. WATER FILTRATION FOR ROUGH IN DIMENSIONS. INTUMESCENT FIRE SAFING COMPOUND AT PENETRATIONS AT FIRE RATED INSTALLED IN STRICT ACCORDANCE WOH GOVERNING CODES, THE PUNS AND EQUIPMENT PROVIDED BYAQUARIUM VENDOR. MOUNT 36" A.F.F. SEE 24. PROVIDE WATER/GAS STUBS FOR NEW AND FUTURE WATER HEATER WALLS AND FLOORS, MAINTAINING INTEGRITY AND RATING OF FIRE SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING DETAIL P2.0 & DETAIL 15/A6.1. PER DETAIL ON SHEET P2.0. SEPARATION. SLEEVES THROUGH FLOORS SHALL EXTEND 2" ABOVE CODES AND DESIGN INTENT. 12. ROUTE 3/4" COLD WATER DOWN IN WALL AND CONNECT TO HB -1. HB -1 FLOOR, BE GROUTED INTO PLACE AND WATERPROOFED. PIPING THROUGH SHALL BE MOUNTED AT 15" A.F.F. EXTERIOR WALLS SHALL BE SLEEVED AND SEALED WEATHER TIGHT WITH 981-6" 98'-6" 0 0 dS coou n rrecs�H7TTdS cooKEo rzcsH 0 T rzEE�ER � rREEZER ® RTU -1 2 ❑ 0. TMV- 0 L j TYP3. 8 / m- INC o- a o 0° 10 0 00 1_Z2 PW P 4 T D- 21 P _ _ TMV-2 19 TYP2. L-1 21 o N LL_i 15 0 o 2 HB -1 BPKERY FD-1SP24 BPKERY TPV-1 7 _ WC_- zl - - - - - - - _ - 14 I a DF - q DF -1 L--- -- \ /RTU I -3 2 \ C- 16 z � i II 11 Ll a � L J FS -1 51-1 c3i= � 23 RN -2 2 HBHB1 9 22 i L W ®I WH -1 24 § tiC5 i74g1 PTA ewe 0 71419 # iP5/ R;93 o-1,�.� ® 17 �� 4 /?� L Otll L `�nj 3 U HB -1 20 13 5 MS -1 N X NORTH NORTH TNOTE: NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR CONTRACTOR MUST PLUMBING ROUGH -IN DIMENSIONS. VERIFYALL CLEARANCES REFERTO PLUMBING SYMBOL LEGEND FOR PIPE IDENTIFICATION. 10) AND DIMENSIONS IN FIELD 01 BELOW GROUND PLUMBING PLAN SCALE: 1/8"=1'-0" 02 7ABOVE GROUND PLUMBING PLAN SCALE: 1/8"=1'-0" David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL DATE IISSUE/REVISION 06-02-2021 1 BID PERMIT , o Lu Q J n� U C) co O 00 �oco U a � � � O U V0 cco 0 �E V E2 >0 Lu O Lu0 > coy)) DATE IISSUE/REVISION 06-02-2021 1 BID PERMIT , o SEE FLOOR PLAN FOR EXACT PIPING SIZE SHUT-OFF VALVE DIRT LEG ASSEMBLY 12 1 NOT USED GAS FIRED EQUIPMENT UNION, TYPICAL REDUCER (AS REQUIRDED) PRESSURE REGULATOR- (2 PSIG TO 8" WC.)- VENT TO OUTSIDE AS REQUIRED. (CONFIRM SIZE REQUIREMENT W/ EQUIP. BEING SERVED). NOTE: PROVIDE COMPLETE ASSEMBLY AS REQUIRED. REGULATORS NOT REQUIRED AT ALL LOCATIONS, VERIFY PRIOR TO ROUGH -IN. 11 EQUIPMENT GAS PIPING DETAIL QUARTER TURN SHUT OFF VALVE. LOCATE IN ACCESSIBLE LOCATION. TYPICAL CLOSE UP PARTS & INSTALLATION 1/2" X 1/2" DROP-EARRED • ELBOW FASTENED TO A WOODEN SUPPORT IN WALL • CONNECT THE DROP-EARRED ELBOW IN WALL TO A 4" 1/2" BRASS NIPPLE. PROVIDE A CHROME PIPE O ESCUTCHEON, TIGHT TO WALL CONNECT THE BRASS NIPPLE TO A 90° BRASS STREET ELBOW. CONNECT STREET ELBOW TO A 1/2" X 3/4" BRASS BUSHING CONNECT BRASS BUSHING TO W A CHROME PLATED VACUUM 0 BREAKER CONNECT VACUUM BREAKER m TO HIGH PRESSURE PET WASH HOSE & SPRAYER ASSEMBLY SELF -SERVE PET WASH I*1111l 4■a&I WATER SUPPLY LINE OUTLET TO HIGH PRESSURE SPRAYER. SEE CLOSE UP OF PARTS & INSTALLATION FOR ADDITIONAL INFORMATION WATER TEMPERATURE CONTROL LEVER(TMV-1). SET DISCHARGE TEMPERATURE AT 90°F. 10 1 NOT USED TRAP— PRIMER FLOW FRO POTABLE WATER RISER 12" MINIMUM TO HORIZONTAL RUN IN PIPE AIR GAP VACUUM SCALE: N.T.S. SCALE: N.T.S. WALL KARP ACCESS DOOR CHROME ESCUTCHEON PLATE FLOW TO FIXTURE FLOOR DRAIN This drawing is intended only as a guide and not as a replacement for professionally engineered project drawings. This concept system drawing does not imply compliance with local building codes. Actual installation may vary depending on installation location & parameters and it must be done in accordance to all local building codes. Verify with local building officials before commencement of system installation. PROVIDE AN ADDI MANIFOLD FOR C( FUTURE HOT WAT Domestic Hot Water Domestic Recirculation Return Condensate Gas Domestic Cold Water Recommended Pipe Size/Heater Count 1 Unit - a/4" 2 Units - 1" 3 Units - 1-'/4' 4 to 5 Units - 1-'/2" 6 to 8 Units - 2" 9 to 14 Units - 2-'/2" 15 to 16 Units - 3" N a�' NPE-A Series Tankless Water Heater Storage Check Valve Circulator Vessel Pressure 20 Goodyear Two NPE-A Tankless Relief Valve Expansion Irvine, CA 92618 External Recirculation Mode• Tank 800-519-8794 %4� Mixing Ll Valve www.Navien.com Drawn By: B. Fenske NPE-A-2-E-BF02 Au ust 1, 2013 DHW Circulator Full -port T Aquastat g w/Aquastat & Check Valve 6k Ball Valve NOTE: SIZE TANKLESS WATER HEATER FOR SITE SPECIFIC CONDITIONS. ASSUME 3.5 GPM PER PET WASH TUB WITH 90°F (MIXED) DELIVERY WATER AND STANDARD ASSUMPTIONS FOR ALL OTHER FIXTURES. 09 SINGLE TANKLESS WATER HEATER SYSTEM DETAIL SCALE: N.T.S. VENT IN WALL UP TO OVERHEAD VENT. REFER TO 2/P2.1 FOR ROUTING. WALL HOLDING/BATHING TUB WASH TUB LEG DISCHARGE FROM INTERCEPTOR TO BE CUT AT 45° ANGLE. PROVIDE OPENING IN GRATE TO ACCEPT PIPE DISCHARGE FINISH FLOOR LAVATORY SINK THERMOSTATIC TEMPERING VALVE, POWER HYDROGUARD SERIES LFLM495, ASSE 107C :vUr&I1�»WW, V SUPPLY OP VALVE FINISH FLOOR NOTE: SOLIDS 4„ INTERCEPTOR A. INSULATE ALL EXPOSED WASTE AND SUPPLY PIPING T :..4., •. �• .•: TRAP PRIMER TRENCH DRAIN UNDER LAVATORIES WITH THE HANDI-LAV GUARD a. `• >° INSULATION KIT BY TRUEBRO OR EQUAL. a. ::• •.•; -a' CONNECTION • :. ', a ', ,... SANITARY WASTE �' • a: PIPING PUBLIC PET WASH PIPING DETAIL IN HALF HEIGHT WALL SCALE: N.T.S. HOLDING/BATHING TUB WITH HAIR LAVATORY TEMPERING O$ 07 TRAP PRIMER DETAIL SCALE: N.T.S. 06 INTERCEPTOR DETAIL SCALE: N.T.S. 05 VALVE DETAIL SCALE: N.T.S. C TEMPERED WATER IN FLEXIBLE HOSE TO GROOMING BATHING TUB. CONNECT TO TUB HOSE WITH SELF CONTAINED SPRAY NOZZLE AND ANTI -SIPHON DEVICE. MANUAL SHUT OFF VALVE, TYPICAL. WALL MOUNTED THERMOSTATIC MIXING VALVE(TMV-2). SET DISCHARGE TO 90°F. VALVE MUST BE LOCATED TO FACILITATE ACCESS FOR TEMPERATURE ADJUSTMENT AND SERVICING. 04 I HOLDING / BATHING AREA VALVE DETAIL I SCALE: N.T.S. FULL PORT BALL VALVE U v co WATTS MODEL LF007 DOUBLE CHECK VALVE WITH STRAINER BY P.C- v co HB -1 MOUNTING HEIGHT: 24" AFF CONNECTION FROM HOSE BIBB OUTLET BY OTHERS AQUARIUM VENDOR PROVIDE FEMALE FILTER EQUIPMENT THREAD ADAPTOR AND CONNECTIONS TO PIPING BY OTHERS 03 AQUARIUM FILTERED WATER BACKFLOW PREVENTION DETAIL v co FILTER BY AQUARIUM VENDOR. ALL OTHER WORK BY P.C. BY P.C. NIBCO MTT-585-70 TWO PIECE FULL PORT BALL VALVE, WITH FEMALE THREAD TERMINATION. MOUNTING HEIGHT: 12" AFF SCALE: N.T.S. PSP #4344 MARINELAND RETAILER S:YS-EMS WHEAT RIDGE, CO 5144 COMMERCE AVF Fd_➢IT- li, 05/20/2021 MOORPARK, CA 9MR! WHEAT RIDGE CO,dwg (805) 222-3636 NOT TO SCALE (805) 222-3697 (FAS() PLUMBING PLAN �14-10' 6'-6'1 DRAIN MUST'BE CLOSE TO WALL. (L❑CATI❑N CRITICAL) ❑ ■ X8 FLOUR SINK TOP OF FLOOR SINK LEVEL WITH FINISHED FLUOR, TYPICAL OF (1). QUARTER TURN VALVE TERMINATING IN 3/4' FEMALE THREADS LOCATED 12" AFF,CLOSE TO WALL TURNED DOWN. PLUMBED FROM WATER FILTER SUPPLY LINE ON SALES FLOOR. TYPICAL OF (1). TSTANDARD HOSE BIB 2' AFF CAPABLE OF ACCEPTING STANDARD GARDEN WATER HOSE, PLUMBED FROM CITY COLD WATER SUPPLY IN FILTER ROOM, TYPICAL OF (1) �.� QUARTER TURN VALVE TERMINATING IN 3/4" FEMALE THREADS LOCATED 24' AF, CLOSE TO WALL TURNED DOWN. IN FILTER ROOM PLUMBEDT❑ SALES FLOOR AQUARIUM WATER SUPPLY. TYPICAL OF (1). THESE PLANS INDICATE THE UTILITY REQUIREMENTS ENT OF THE EQUIPMPROVIDED BY MARINELAND RETAILER SYSTEMS, A DIVISION OF SPECTRUM BRANDS INC AND ARE NOT FOR USE AS AUTHORIZE➢ CONSTRUCTION PLANS. REVIEW BY A PROFESSIONAL ENGINEER OR LICENSED ARCHITECT IS THE BUYER'S RESPONSIBILITY, 02 AQUARIUM PLUMBING PLAN DETAIL SCALE: N.T.S. TEMPERED WATER SUPPLY - PIPING WITH VACUUM BREAKER TO THREADED HOSE CONNECTION FOR HOSE WITH HIGH PRESSURE SPRAYER. REFER TO PLUMBING RISER DIAGRAM FOR PIPING SIZES. KERDI HAIR STRAINER LOCATED IN TUB DISCHARGE. TYPICAL OF 3. PET WASH BASIN. TYPICAL OF 3, (HEIGHT VARIES) FINISH FLOOR 0 I' 0'-0" PET WASH SANITARY PIPING LOCATED UNDER BACK ROOM FLOOR 01 PET WASH PLUMBING DETAIL 0 VENT IN WALL UP TO OVERHEAD VENT. REFER TO 2/P2.1 FOR ROUTING. WATER TEMPERATURE CONTROL VALVE WITH CHROME TRIM LEVER 2" 0 OUTLET FOR FORCED AIR DRYER HOSE w/ 1-1/2" PVC HOSE CONNECTOR, TYP. REFER TO ARCHITECTURAL DETAIL 1/A7.0 FOR ADDITIONAL INSTALLATION INFORMATION. RECESSED DRYER SWITCH, TYP. SANITARY WASTE PIPING FCO IN -FLOOR HAIR FLOOR MOUNTED PET INTERCEPTOR DRYERS. ACCESSIBLE P",ERCEPTOR LOCATED THRU ACCESS PANEL, TYP. IN BACK ROOM FLOOR SCALE: N.T.S. David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com k\Nheat L A , `acv 0 c �;�a�n0 SEAL DATE ISSUE/REVISION 06-02-2021 BID PERMIT ■ of Lu cmCN G Z C� Z_ Q 0 U-1 � U J W �co J 0 Q m co O wow M 0 w 0 li Q Q O (n w >_> 0 0) w >_> > C DATE ISSUE/REVISION 06-02-2021 BID PERMIT ■ of Lu cmCN G Z C� Z_ Q 0 PLUMBING SYMBOL LEGEND Lu EXISTING UTILITY AS INDICATED SANITARYABOVE GROUND U Q — — — — — — — — SANITARY BELOWGROUND m m C:) 0 Y m 00 COLD WATER Q � � � O U Lu HOT WATER v O U 0 v HOT WATER RETURN Q LLJ Q Q TEMPERED WATER 0 LU O L UW FW FILTERED WATER --------V-------- VENT h G GAS — — — —CD— — — — CONDENSATE DRAIN \ �,�/fR TD -1 JI SHUT OFF VALVE r I PWT -1 � PWT-PwT2 (E) EXISTING _1 4) CONNECT TO EXISTING / W 24 VTR VENT THRU ROOF T1 D2�� WC- 3" / DF -1 `// SISI -1 FCO FS -1 MS 1 / 3° 4' WB -1 4" 3" 1 I I I FS -1 SANITARY ISOMETRIC 1. SEE PLUMBING DIAGRAM GENERAL NOTES FIXTURES SCHEDULE ON SHEET P3.0 FOR INDIVIDUAL FIXTURE SAN/VENT PIPE SIZES. 2. CONNECT SANITARY & VENT PIPING TO EXISTING PIPING IN AREA. FIELD VERIFY EXACT TIE-IN LOCATIONS. 02 SANITARY STACK DIAGRAM SCALE: N.T.S. HB -1 1^ 2" I PWT -1 M 1^ PWT -2 _4 PWF-3-3 1-1/2^ PWT -1 �IL-1 NEW 2-1/2" MAIN 1-1/2" OUT OF METER WC 1 TPV-1 1-1/2" DF -1 WH -1 2" MS 1 UH -1 75 MBH 1" WB -1 2" 199 MBH 199 MBH HB -1 SANITARY ISOMETRIC DIAGRAM GENERAL NOTES 1. SEE PLUMBING FIXTURES SCHEDULE ON SHEET P3.0 FOR INDIVIDUAL FIXTURE CW/HW PIPE SIZES. REFER TO PLUMBING SYMBOL LEGEND FOR PIPE INDENTIFICATION. 01 GAS RISER DIAGRAM SCALE: N.T.S. 03 WATER RISER DIAGRAM SCALE: N.T.S. David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL a Lu U Q H 0 m m C:) 0 Y m 00 Q � � � O U Lu Ld v O U 0 v Q LLJ Q Q 0 LU O L UW > C'y) DATE IISSUE/REVISION 06-02-2021 1 BID PERMIT ■ O mz 0 DRAINS, CLEANOUTS & MISC. ITEMS MARK ITEM MAKE MODEL LOCATION SIZE BODY TOP REMARKS FDA FLOOR DRAIN J.R. SMITH 2005 SERIES SEE PLANS AS NOTED CASTIRON NICKEL BRONZE FLATSTRAINER WITH P0501/2" TRAP PRIMER UNIT CLEANOUT INPUT GAS HEADER FLOW RATE VENT REMARKS of Q � FCO CADET3 J.R. SMITH 4020 SERIES SEE PLANS AS NOTED CASTIRON NICKEL BRONZE @ 67°F RISE (EACH) FLOOR TYPE M-1 BACKROOM NAVIEN NEPA TANKLESS WALL MOUNT RACK 1 NPE240A NAT. GAS CLEANOUT 3/4" 5.6 GPM 2" DIA WITH CONCENTRIC TERMINATION KIT FOR COMBUSTION AIR AND VENT. >Q STANDARD WCO SYSTEM J.R. SMITH 4710 SERIES SEE PLANS AS NOTED CASTIRON STAINLESS STEEL CONCENTRIC T&P RELIEF VALVE WALL TYPE FS -1 FLOOR SINIK ZURN FD -2378 SEE PLANS 4" CASTIRON PVC 1/2 GRATE AND SEDIMENT BUCKET, 8"X8" HB -1 HOSE BIBB WOODFORD MODEL 24 CP SEE PLANS 3/4" BRASS CHROME PLATED WITH VACUUM BREAKER, AND 3/4" HOSE THREADS. MOUNT 15" A.F.F. L-1 LAVATORY STANDARD HORSE 4"CENTERS (0.5 GPM) MARK NOTE #4 ITEM SI -1 SOLIDS STRIEM AARDVARK SEE PLANS 33"X25" SEAMLESS HD MIN. 2,000LBS BELOW GRADE INSTALLATION, WATER/GAS TIGHT COVER, REMOVABLE FILTER BASKET CHIIC9AGO INTERCEPTOR REMARKS POLYETHYLENE LOAD CAPACITY MS -1 MOP SINK FIAT MOLDED STONE SERIES 3" POWER 3" 1 1/2" SI -2 SOLIDS ZURN Z1180 BATHING TUB 2„ ACID RESISTANT _ INSTALLS ON FLOOR, REMOVABLE SEDIMENT BUCKET W/ REMOVABLE PERFORATED SCREEN. INTERCEPTOR COMPOSITE PRECISIONpR01-ULP500 PROVIDE 1/4TURN BALL VALVES FOR ISOLATION, CONNECTION: 1/2" CW INLET, 3/8" COMPRESSION TPV-1 TRAP PRIMER PLUMBING PET WASHSYSTEM, SEE PLANS 1/2" CHROME PLATED _ OUTLETTO LAVATORY, 1/2" OUTLETTO FD. INCLUDES ESCUTCHEON, SS SCREEN, CHECK VALVE Z-866 1/4" PER FOOT SLOPE TO END DRAIN. REFER TO DRAWINGS PWT -2 NICKLE PERMA-TRENCH WITH ADA COMPLIANT GRATE. INSTALL CENTERLINE OF DRIAN 111, AWAY FROM TD -1 TRENCH DRAIN ZURN 3" SEE PLANS AS NOTED CASTIRON - - FOR ROUGH OPENING AND BASE FINISH SIZE. THE KERDI SYSTEM IS SERIES BRONZE WALLS AND 1/4" B.F.F. TO ALLOW TILE SLOPE TO DRAIN. THERMOSTATIC 2520- BODYPUBLIC AN INTEGRATED BONDING FLANGE SYSTEM TO BE PROVIDED WITH A CLASSIC BRUSHED WALL MOUNTED, PROVIDE WITH INTEGRAL CHECK/STOPS AND SCREWDRIVER ADJUSTMENT, SET TMV-1 MOEN PET WASH 1/2" BRASS 4" DESIGN TYPE 1 STAINLESS STEEL GRATE. FABRICATION WILL MIXINGVALVE T8370CBN-TRIM NICKEL DISCHARGE TEMPERATURE AT 90°F. CONFIRM TEMPERATURE SETTING WITH OWNER INCLUDE KERDI DRAIN STRAINER. SEE STA IN THE DRAINS 1/4 TURN BALL VALVE, CONNECTIONS: 1/2" WATER, DOUBLE HOSE BIBS, 2" DRAIN ASSE 1010 WB -1 WASHER BOX SIOUX CHIEF 696-2413MF SEE PLANS -ABS _ CERTIFIED SHOCK ARRESTORS, MAXIMUM WATER TEMP/PRESSURE 2500F/100PSIG DS -1 DRAIN STRAINER KERDI MODEL 660C PUBLIC PET WASH 2" WASTE PVC WITH 2" 11/2" - - PROVIDED BY OWN ER TUB CHOICE STRAINER THERMOSTATIC NOTES: IN-LINE MOUNTED, PROVIDE WITH INTEGRAL CHECK/STOPS AND SCREWDRIVER ADJUSTMENT, SET TMV-2 3. EXPOSED P -TRAPS TO BE 17 GA. CHROME PLATE WITH CLEANOUTAND ESCUTCHEON PLATE. WATTS LFMMV HOLDING/BATHING AS NOTED BRONZE _ WATER SUPPLY FIXTURE UNITS (WSFU) SANITARY DRAINAGE FIXTURE UNITS (DFU) MIXING VALVE FIXTURE DISCHARGE TEMPERATURE AT 90°F. CONFIRM TEMPERATURE SETTING WITH OWNER TANKLESS WATER HEATER DF -1 DRINKING OASIS PACSL WALL HI -LO - _ _ _ _ BARRIER FREE ADA COMPLIANT WITH WALL HANGER PLATE FOUNTAIN STANDARD STAINLESS STEEL FINISH. FOUNTAIN ONLY PLUMBING FIXTURES CONNECTIONS MARK ITEM MAKE NAME MODEL TRIM TRAP STOPS REMARKS W MAXIMUM VENT HW CW U Q MARK LOCATION MAKE MODEL TYPE # OF UNIT FUEL INPUT GAS HEADER FLOW RATE VENT REMARKS of Q � AMERICAN CADET3 UNITS MODEL# BTUH) SIZE @ 67°F RISE (EACH) c M-1 BACKROOM NAVIEN NEPA TANKLESS WALL MOUNT RACK 1 NPE240A NAT. GAS 199,000 3/4" 5.6 GPM 2" DIA WITH CONCENTRIC TERMINATION KIT FOR COMBUSTION AIR AND VENT. >Q STANDARD 1.6 GPF SYSTEM > C'y) CONCENTRIC T&P RELIEF VALVE NOTE: SIZE TANKLESS WATER HEATER FOR SITE SPECIFIC CONDITIONS. ASSUME 3.5 GPM PER PET WASH TUB WITH 90°F (MIXED) DELIVERY WATER AND STANDARD ASSUMPTIONS FOR ALL OTHER FIXTURES. WITH CONCEALED CHECK. DRINKING FOUNTAIN AMERICAN 2385.003 WITH FLOOR MOUNTED CONCEALED ARM WALL CARRIER, GRID L-1 LAVATORY STANDARD HORSE 4"CENTERS (0.5 GPM) MARK NOTE #4 ITEM MAKE MODEL 1/2" TYPE MARK CAPACITY COMPRESS. CONDENSER CHIIC9AGO ELECTRIC REMARKS MS -1 MOP SINK FIAT MOLDED STONE MSB -2424 3" POWER 3" 1 1/2" DF -1 DRINKING OASIS PACSL WALL HI -LO - _ _ _ _ BARRIER FREE ADA COMPLIANT WITH WALL HANGER PLATE FOUNTAIN STANDARD STAINLESS STEEL FINISH. FOUNTAIN ONLY PLUMBING FIXTURES CONNECTIONS MARK ITEM MAKE NAME MODEL TRIM TRAP STOPS REMARKS TOTAL 30.5 NOTE: TOTAL: 913 MBF NOTE: 1. 4" SANITARY REQUIRED. 180' DEVELOPED LENGTH OF PIPE 1. 1-1/2" WATER CONNECTION REQUIRED. 2. PETWASH TUBS(PiW-1)ARE PROVIDED BYOVMER. P.C. SHALL PROVIDE NOTE: AND INSTALL A HAIR INTERCEPTOR, J.R. SMITH MODEL 8710 OR EQUAL. 1. GAS PIPING IS SIZED FOR STANDARD PRESSURE DELIVERY PER THE HAIR INTERCEPTOR SHALL BE INSTALLED WHERE ISIS ACCESSIBLE FOR INTERNATIONAL FUEL GAS CODE. CLEANING. David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL W SAN VENT HW CW U Q 11 �> 0 co CO O 0 Y m °° FLOOR MOUNTED, TANKTYPE WITH FLUSH RIGHT SYSTEM, FLUSH of Q � AMERICAN CADET3 Lu Lu 0 c WC -1 WATER CLOSET 2386.012 WITH UNIT INTEGRAL NOTE #4 4" 2" - 1/2" HANDLE ON WIDE SIDE OF STALL. SEAT: CHURCH NO. 9500C WHITE >Q STANDARD 1.6 GPF > C'y) WITH CONCEALED CHECK. AMERICAN 2385.003 WITH FLOOR MOUNTED CONCEALED ARM WALL CARRIER, GRID L-1 LAVATORY STANDARD LUCERNE0355.012 4"CENTERS (0.5 GPM) NOTE#3 NOTE #4 1 1/2" 1 1/2" 1/2" 1/2" DRAIN& SINGLE HANDLE FAUCET CHIIC9AGO MS -1 MOP SINK FIAT MOLDED STONE MSB -2424 3" 1/2" VALVES 3" 1 1/2" 3/4" 3/4" REFER TO NOTE #6 CUSTOM SYSTEM. CERAMIC TILE OVER KERDI PWT -1/ PET WASHSYSTEM, 1/4" PER FOOT SLOPE TO END DRAIN. REFER TO DRAWINGS PWT -2 BASIN KERDI KERDI SEE REMARKS - 3" - 2" 1 1/2" - - FOR ROUGH OPENING AND BASE FINISH SIZE. THE KERDI SYSTEM IS AN INTEGRATED BONDING FLANGE SYSTEM TO BE PROVIDED WITH A 4" DESIGN TYPE 1 STAINLESS STEEL GRATE. FABRICATION WILL INCLUDE KERDI DRAIN STRAINER. SEE STA IN THE DRAINS SCHEDULE THIS SHEET. PWT 3/4 PET WASH GROOMER'S STAINLESS SEE REMARKS N/A 3" - 2" 11/2" - - PROVIDED BY OWN ER TUB CHOICE STEEL NOTES: 1. INSTALL SERVICE SHUTOFF & CHECKVALVES, COCKS, STOPS, AIR CUSHIONS, VACUUM BREAKERS, AND SAFETYDEVICES WHERE REQUIRED BYCODE, SPECIFICATIONS, OR DRAWINGS. 2. ALL CATALOGNOS. REFER TOAMERICAN STANDARD UNLESS NOTEDAND ALL FIXTURES IN WHITE UNLESS NOTED. 3. EXPOSED P -TRAPS TO BE 17 GA. CHROME PLATE WITH CLEANOUTAND ESCUTCHEON PLATE. 4. STOPSTO BE CHROME PLATED 1/2"ANGLE VALVE WITH CHROME PLATED 12" LONG, 1/2" O.D. FLEXIBLE RISERAND ESKUTCHEON PLATE. 5. ALL DRAINS AND WATER SUPPLYPIPINGTO LAVATORIES TO BE INSULATED WITH "HANDI LAV -GUARD" INSULATION KIT BYTRUEBRO. 6. WITH FIAT HOSE AND BRACKET, MOP HOOK, BUMPER GUARD AND 12" HIGH STAINLESS STEEL GUARD. 7. SINKTO BE MOUNTED FLUSH WITH WALLSAND SILICONE SEALANTAPPLIED WHERE SINK MEETS WALL. 8. AN"H" ATTHE FIXTURE DESIGNATION INDICATESA HANDICAPPED FIXTURE. 9. FLUSH VALVES HANDLES FOR ADA FIXTURES SHALL BE MOUNTED ON WIDE SIDE OF TOILET AREA. WATER SUPPLY FIXTURE UNITS (WSFU) SANITARY DRAINAGE FIXTURE UNITS (DFU) GAS EQUIPMENT (7" W.C.) FIXTURE FIXTURE MARK DESCRIPTION QUANTITY TOTAL F.U. MARK DESCRIPTION QUANTITY TOTAL F.U. MARK DESCRIPTION TOTAL CAPACITY UNITS UNITS HANDICAPPED WATER HANDICAPPED WATER RTU -1 ROOFTOP UNIT 180 MBH WC -1 5 2 10 WC -1 4 2 8 RTU -2 ROOFTOP UNIT 180 MBH CLOSET CLOSET HANDICAPPED HANDICAPPED RTU -3 ROOFTOP UNIT 80 MBH L-1 22 4 L-1 1 2 2 UH -1 UNIT HEATER 75 MBH LAVATORY LAVATORY MS -1 MOP SINK 1 3 1 1 3 MS -1 SERVICE SINK 3 1 3 WH -1 WATER HEATER 199 MBH DF -1 DRINKING FOUNTAIN 0.25 2 0.5 DF -1 DRINKING FOUNTAIN 0.25 2 0.5 FUTURE WH -1 WATER HEATER 199 MBH HB -1 HOSE BIBB 3 2 6 PVVF-1/2/3/41 PET WASH TUB 2 1 5 10 PVVT-1/2/3/41 PET WASH TUB 1.4 5 7 1 TOTAL 22.5 TOTAL 30.5 NOTE: TOTAL: 913 MBF NOTE: 1. 4" SANITARY REQUIRED. 180' DEVELOPED LENGTH OF PIPE 1. 1-1/2" WATER CONNECTION REQUIRED. 2. PETWASH TUBS(PiW-1)ARE PROVIDED BYOVMER. P.C. SHALL PROVIDE NOTE: AND INSTALL A HAIR INTERCEPTOR, J.R. SMITH MODEL 8710 OR EQUAL. 1. GAS PIPING IS SIZED FOR STANDARD PRESSURE DELIVERY PER THE HAIR INTERCEPTOR SHALL BE INSTALLED WHERE ISIS ACCESSIBLE FOR INTERNATIONAL FUEL GAS CODE. CLEANING. David Ports Architect Inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL DATE ISSUE/REVISION 06-02-2021 In PERMIT O z w m z Q n z 0 0 W U Q 11 �> 0 co CO O 0 Y m °° of Q � � � O U Lu Lu 0 c 0 Q T O >Q >Q > C'y) DATE ISSUE/REVISION 06-02-2021 In PERMIT O z w m z Q n z 0 0 Es 1.1 C. [d E. ra L. M. R m THE PROVISIONS OF THE INSTRUCTION TO BIDDERS, GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, ALTERNATES, ADDENDA, AND DIVISION 1 AREA PART OF THIS SPECIFICATION. A REQUIREMENT OCCURRING IN ONE IS AS BINDINGAS THOUGH OCCURRING IN ALL. THEYARE INTENDED TO BE COMPLEMENTARYAN D TO DESCRIBE AND PROVIDE FOR A COMPLETE WORK. CONTRACTORS AND SUBCONTRACTORS SHALL EXAMINE SAME AS WELL AS OTHER DIVISIONS OF THE SPECIFICATIONS WHICH AFFECT WORK UNDER THIS DIVISION. MATERIAL OR LABOR WHICH IS NOT INDICATED ON THE DRAWINGS OR SPECIFICATION BUT WHICH IS OBVIOUSLY NECESSARYTO COMPLETE THE WORK (AND IS USUALLY INCLUDED IN SIMILAR WORK) SHALL BE PROVIDED. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH OTHER WORK SPECIFIED BUT NOT INDICATED, OR INDICATED BUT NOT SPECIFIED, SHALL BE PROVIDED AS THOUGH MENTIONED IN BOTH SPECIFICATIONS AND DRAWINGS. IN THE EVENT OF DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS (DRAWINGS AND SPECIFICATIONS), THE CONTRACTOR SHALL ADHERE TO THE MORE STRINGENT REQUIREMENT. VISITTHE SITE OF THE WORK AND BECOME FAMILIAR WITH CONDITIONS AFFECTING THE INSTALLATION. SUBMISSION OFA PROPOSAL SHALL PRESUPPOSE KNOWLEDGE OF SUCH CONDITIONS AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED WHERE EXTRA LABOR OR MATERIALS ARE REQUIRED BECAUSE OF IGNORANCE OF THESE CONDITIONS. DEFINITIONS 1. "CONTRACTOR" AS USED WITHIN THE ELECTRICAL SPECIFICATIONS SHALL REFER TO THE ELECTRICAL CONTRACTOR. 2. "EQUAL" OR "EQUIVALENT" SHALL BE UNDERSTOOD TO MEAN OF THE SAME QUANTITY, SIZE, NUMBER, VALUE, DEGREE, INTENSITY AND THE ITEMS ARE SIMILAR IN ALL RESPECTS. THE ENGINEER WILL MAKE THE FINAL DECISION OF ACCEPTANCE OF THESE ITEMS. 3."CONTRACT DOCUMENTS" SHALL BE UNDERSTOOD TO ENCOMPASS DRAWINGS AND SPECIFICATIONS FOR ARCHITECTURAL, STRUCTURAL, CIVIL, MECHANICAL, ELECTRICAL AND ALL OTHER PERTINENT DISCIPLINES. 4. "PROVIDE" SHALL BE INTERPRETED TO MEAN THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SUPPLIES INCLUDING TESTS AND INSPECTIONS NECESSARYTO INSTALL, CONNECT, APPLY, ERECT, CONSTRUCT, AND PLACE IN OPERATING CONDITION. 5. "FURNISH" SHALL BE INTERPRETED TO MEAN THE CONTRACTOR SHALL SUPPLYAND DELIVER TO THE JOB SITE SPECIFIED MATERIAL, EQUIPMENT, AND SUPPLIES. 6. "INSTALL" SHALL BE INTERPRETED TO MEAN ASSEMBLING, PLACING, ERECTING, WIRINGAND TO MAKE FULLY OPERATIONAL. INCLUDE ALL LABOR,MATERIAL, EQUIPMENT, TOOLS, TRANSPORTATION, INSURANCE, TEMPORARY PROTECTION, SUPERVISION, SERVICES FOR THE PROPER COMPLETION OF ALL ELECTRICAL WORK. ITEMS OMITTED, BUT NECESSARYTO MAKE THE ELECTRICAL SYSTEM COMPLETE AND WORKABLE, SHALL BE UNDERSTOOD TO FORM PART OF THE WORK. SECURE AND PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED AND TURNOVER ALL CERTIFICATES OF APPROVAL TO THE OWNER. TEMPERATURE CONTROLS ARE PROVIDED AND WIRED BYA CONTROLS CONTRACTOR PER MECHANICAL SPECIFICATIONS. LINE VOLTAGE (120 VOLT) CONTROL DEVICES SUCH AS THERMOSTATS AND AQUA STATS THAT CONTROL FRACTIONAL HORSEPOWER, 120V MOTOR SHALL BE PROVIDED BYTHE MECHANICAL CONTRACTOR AND SHALL BE WIRED BYTHE ELECTRICAL CONTRACTOR. WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE PROVISIONS OF LOCAL AND STATE CODES AS WELL AS THE NATIONAL ELECTRICAL CODE (NEC), AS INTERPRETED BYTHE LOCAL AUTHORITY HAVING JURISDICTION. AFTER INSTALLATION BUT PRIOR TO ENERGIZATION, PERFORM TESTS FOR GROUNDS, SHORT CIRCUITS AND PROPER FUNCTION. FAULTS IN THE INSTALLATION SHALL BE CORRECTED. PROVIDE NAMEPLATES ON PANEL BOARDS, DISTRIBUTION PANELS, MOTOR STARTERS, SAFETY SWITCHES, CONTROL PANELS, CONTROL DEVICES, JUNCTION AND PULL BOXES. LETTERING SHALL INCLUDE NAME OF EQUIPMENT, HORSEPOWER, VOLTAGE RATING AND SERVICE DESIGNATION. NAMEPLATES SHALL BE LAMINATED PHENOLIC WITH A BLACK SURFACE AND WHITE CORE. NAMEPLATES MAYBE ATTACHED TO WALL ADJACENT TO EQUIPMENT IF AREA FOR ATTACHMENT IS TOO SMALL. IDENTIFICATION WITH A DYMO TYPE INSTRUMENT IS NOT PERMISSIBLE. BEFORE FINAL PAYMENT, DEMONSTRATE TO THE OWNER'S SATISFACTION THE PROPER OPERATION OF EACH OF THE SYSTEMS COMPRISING THIS CONTRACT. INSTRUCTTHE OWNER'S MAINTENANCE PERSONNEL IN THE OPERATION AND MAINTENANCE OF ALL ELECTRICAL EQUIPMENTAND CONTROLS. AFTER ALL TESTS HAVE BEEN COMPLETED, CLEAN ALL EQUIPMENT LEAVING EVERYTHING IN WORKING ORDER ATTHE COMPLETION OF THIS WORK. ALL ELECTRICAL EQUIPMENT SHALL BE COMPLETELY CLEANED INSIDE AND OUT PRIOR TO INITIAL ENERGIZING. AVOID CUTTING INTO THE WORK OF OTHERS BY USING SLEEVES, INSERTS, CHASES AND SIMILAR ITEMS NECESSARY FOR THE INSTALLATION. EXCEPT WHERE OTHERWISE SPECIFIED OR NOTED ON DRAWINGS, THE ELECTRICAL CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING OF THE BUILDING AS REQUIRED TO INSTALL SLEEVES, INSERTS, CONDUITS AND ELECTRICAL EQUIPMENT. PATCHING SHALL BE DONE BYSKILLED MECHANICS. WORK SHALL MATCH THE GENERAL CONSTRUCTION WORK. ALL CUTTING SHALL BE DONE IN A MANNER TO RETAIN THE STRUCTURAL INTEGRITY OF THE UNIT BEING CUT. WHERE EXISTING EQUIPMENT IS REMOVED OR RELOCATED, PATCH TO MATCH THE EXISTING BUILDING FINISHES (WALLS, CEILINGS, FLOORS, ETC.). GUARANTEE ALL WORKMANSHIP AND MATERIALS PROVIDED UNDER THE CONTRACT FOR ONE YEAR AFTER ACCEPTANCE BYTHE OWNER AND COMPLETION OF ALL PUNCH LIST ITEMS. REPAIR OR REPLACE ANY DEFECT WITHOUT COST TO THE OWNER. PROVIDE TEMPORARY ELECTRIC SERVICE OF SUFFICIENT CAPACITY TO SUPPLY THE ELECTRIC LIGHT AND POWER REQUIREMENTS OF CONSTRUCTION SITE. A. EQUIPMENTAND MATERIAL USED ON THIS PROJECT SHALL BE NEW AND U.L. LABELED FOR THE APPLICATION. B. DEDICATED EQUIPMENT SPACE SHALL BE PROVIDED FOR PANELBOARDS. PRIOR TO INSTALLING PANELBOARDS AND THEIR ASSOCIATED INCOMINGIDISTRIBUTION FEEDERS AND BRANCH CIRCUITS, CONTRACTOR SHALL COORDINATE PANELBOARD LOCATIONS WITH HVAC AND PLUMBING CONTRACTORS TO ENSURE DEDICATED SPACE IS MAINTAINED PER NEC ARTICLE 110.26. C. CONDUIT SHALL BE RIGID GALVANIZED, OR EMT. ALL OTHER INTERIOR CONDUITS SHALL BE EMT. CONDUITS SHALL BE 3/4" TRADE SIZE MINIMUM, UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THESE SPECIFICATIONS. D. MAKE CONDUIT CONNECTIONS TO MOTORS AND TRANSFORMERS WITH FLEXIBLE METAL CONDUIT, AS SPECIFIED HEREIN, OF THE SAME SIZE AS THE FEEDER CONDUIT, AND MAKE SUCH CONNECTION AS SHORT AS PRACTICAL. E. WIRE AND CABLE FOR POWER AND LIGHTING FEEDERS LARGER THAN #6AWG SHALL BE COPPER STRANDED 600 VOLTTYPE THHN/THWN OR XHHW COPPER. WIRE AND CABLE FOR POWER AND LIGHTING BRANCH CIRCUITS SHALL BE THHN/THWN COPPER FOR #10 AND SMALLER AND THHW OR XHHW COPPER FOR#8 AND LARGER. MINIMUM WIRE SIZE FOR POWER AND LIGHTING CIRCUITS SHALL BE #12. F. METAL CLAD (TYPE MC) CABLE OR ARMORED (TYPE AC) CABLE MAY BE UTILIZED, ONLY IF LOCAL JURISDICTION ALLOWS, IN LIEU OF BRANCH CIRCUIT EMT CONDUIT. INSTALLATION OF MC CABLE SHALL COMPLY WITH ARTICLE 330 OF THE NATIONAL ELECTRICAL CODE. ALL BRANCH CIRCUIT HOMERUNS SHALL BE INSTALLED IN TYPE EMT CONDUITS WITHIN THE CEILING SPACE TO RESPECTIVE PANELBOARDS. WIRING SHALL BE AS SPECIFIED ELSEWHERE IN THIS SECTION. A GREEN EQUIPMENT GROUNDING CONDUCTOR SHALL BE PROVIDED IN ALL MC CABLE OR AC CABLE SYSTEMS. G. ALL BOXES SHALL BE RIGIDLY SUPPORTED FROM BUILDING STRUCTURE INDEPENDENT OF THE CONDUIT SYSTEM. ALL BOXES SHALL BE 4" SQUARE BOXES MINIMUM WITH RAISED COVERPLATE SUITABLE FOR WALL MATERIAL TO ALLOW BOX TO BE FLUSH. H. LOCAL LIGHT SWITCHES SHALL BE BACK AND SIDE WIRED, 20 AMPERE, 120/277 VOLTS, AC SPECIFICATION GRADE. HUBBELL#HBL-1221 SERIES. APPROVED ALTERNATES: EQUIVALENT SERIES BY PASS & SEYMOUR, LEVITON, BRYANT, AND ARROW HART. COLORS SHALL BE SELECTED BY ARCHITECT. I. DUPLEX RECEPTACLES SHALL BE "SPECIFICATION GRADE" 20 AMPERES, 125 VOLT, 3 WIRE, GROUNDING TYPE. HUBBELL#HBL 5362. APPROVED ALTERNATES: EQUIVALENT SERIES BY PASS & SEYMOUR, LEVITON, BRYANT, ARROW HART. J. INDOOR AND OUTDOOR RECEPTACLES, WHERE REQUIRED BY LOCAL CODE, SHALL HAVE INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER OR GROUN D FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER PROTECTION. GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLES, WHERE REQUIRED, SHALL BE HUBBELL#GF5362. K. ALL COVER PLATES SHALL BE SMOOTH HIGH IMPACT COMMERCIAL GRADE THERMOPLASTIC OR SMOOTH NYLON WHITE FINISH. IN UNFINISHED AREAS, USE CADMIUM PLATED, ROUND CORNER, STEEL COVER PLATES FOR SURFACE MOUNTED OUTLET BOXES. BOTH THE WIRING DEVICES AND THE COVER PLATES SHALL BE BYTHE SAME MANUFACTURER. L. SAFETY SWITCHES SHALL BE HEAVY-DUTY UNFUSED OR FUSED AND SHALL BE INSTALLED WHERE INDICATED ON THE DRAWINGS AND/OR WHERE REQUIRED BYCODE AND SHALL BE SUITABLE FOR VOLTAGE AND CURRENT RATING AS SHOWN ON THE DRAWINGS. ACCEPTABLE MANUFACTURERS SHALL BE: SQUARE D, GENERAL ELECTRIC, EATON/CUTLER-HAMMER, OR SIEMENS. M. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS AND FLOORS SHALL BE PROTECTED BY MATERIALS TESTED IN ACCORDANCE WITH UL1479/ASTM E-814. INSTALLATION SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS AND MAINTAIN THE FIRE RATING OF WALLS AND/OR FLOORS AFFECTED. PROVIDE HILTI C5240 FIRESTOP SEALANT, CSFM LISTING NO. 4060-1200:100, OR EQUIVALENT STATE FIRE MARSHAL APPROVED AND LISTED MATERIAL. A. GROUND ALL CONDUITS, CABINETS, MOTORS, PANELS, FIXTURES, AND OTHER EXPOSED NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ALL PROVISIONS OF THE NATIONAL ELECTRIC CODE AND LOCAL CODES. B. GROUNDING OF THE ELECTRICAL SYSTEM SHALL BE BY MEANS OF AN INSULATED GROUNDING CONDUCTOR INSTALLED WITH CIRCUIT CONDUCTORS IN ALL CONDUITS. GROUNDING CONDUCTORS SHALL BE SIZED IN ACCORDANCE WITH N.E.C. 250.122 AND SHALL RUN FROM GROUNDING BUS OF SERVING PANEL TO GROUND BUS OF SERVED PANEL, GROUNDING TERMINAL OF RECEPTACLES, LIGHTING FIXTURE HOUSINGS, GROUNDING TERMINAL OF LIGHT SWITCHES OR METAL ENCLOSURES OF SERVED EQUIPMENT. C. INSTALL BONDING JUMPERS ACROSS ALL BUILDINGS, EXPANSION JOINTS, AND ACROSS CONDUIT EXPANSION FITTINGS. A. ELECTRICAL CONTRACTOR SHALL CONDUCT A FAULT CURRENT CALCULATION AND COORDINATION STUDYTO ENSURE THE CORRECTAIC RATING OF NEW ELECTRICAL EQUIPMENT INCLUDING SWITCHBOARDS, DISTRIBUTION PANELS, BRANCH CIRCUIT PANELBOARDS, ETC. AND TO DETERMINE THE APPROPRIATE SETTINGS OF ANYADJUSTABLE BREAKERS. THE RESULTS OF THESE STUDIES SHALL BE SUBMITTED WITH THE ELECTRICAL EQUIPMENT SHOP DRAWINGS. B. ELECTRICAL CONTRACTOR SHALL PROVIDE AN ARC -FLASH STUDYAND LABEL ALL EQUIPMENT AS REQUIRED PER THE N.E.C. B. PANELBOARD BUS STRUCTURE AND MAIN LUG/MAIN CIRCUIT BREAKER SHALL HAVE THE CURRENT RATINGAS SHOWN ON THE CONTRACT DRAWINGS. C. PANELBOARD BUSSING SHALL BE COPPER, (TIN-PLATED COPPER). D. BUS BAR CONNECTIONS SHALL ACCEPT BOLT -ON CIRCUIT BREAKERS. PANELBOARDS SHALL BE DEAD FRONT SAFETY TYPE. E. BUS BARS SHALL HAVE ANTI -TURN SOLDERLESS LUG CONNECTIONS FOR ATTACHING FEEDERS. F. PANELBOARDS SHALL BE EQUIPPED WITH CIRCUIT BREAKERS OF THE FRAME & TRIP RATING AS SPECIFIED HEREIN &AS SHOWN ON THE CONTRACT DRAWINGS. G. WHERE MULTI -POLE CIRCUIT BREAKERS ARE REQUIRED, THEYSHALL BE COMMON TRIP TYPE. H. ALL PANELBOARDS SHALL BE LOCKABLE AND KEYED ALIKE. I. PANEL ENCLOSURES SHALL BEAT LEAST 20 INCHES WIDE. J. CIRCUIT BREAKERS SHALL BE THERMAL MAGNETIC, MOLDED CASE BOLT -ON TYPE. K. PROVIDE A SEPARATE NEUTRAL CONDUCTOR PROPERLYSIZED FOR EVERY BRANCH CIRCUIT. SHARING OF ANEUTRAL CONDUCTOR BETWEEN MULTIPLE CIRCUITS SHALL NOT BE PERMITTED. L. BRANCH CIRCUIT PANELBOARDS (AS A COMPLETE UNIT, INCLUDING BREAKERS) SHALL HAVE A MINIMUM SHORT CIRCUIT RATING OF 208(240)/120- 22.000 AIC FOR BIDDING PURPOSES. UNLESS OTHERWISE NOTED. AIC RATINGS SHALL BE MODIFIED AS REQUIRED TO MEET OR EXCEED THE AVAILABLE FAULT CURRENT AT THEIR CONNECTION POINT(S) AS A RESULT OF THE FAULT CURRENT STUDY REPORT. M. PANELBOARDS SHALL BE LISTED BYUNDERWRITERS LABORATORIES AND BEAR THE "UL"LABEL. PANELBOARDS SHALL BE MANUFACTURED BY SQUARE D, SIEMENS, GENERAL ELECTRIC, OR EATON/CUTLER-HAMMER. N. WHEN WORK IS COMPLETE, BALANCE THE CONTINUOUS LOAD ON EACH PHASE OF ALL PANELBOARDS. O. A GLAZED DIRECTORY FRAME SHALL BE PROVIDED INSIDE THE DOOR AND SHALL BE OF SUFFICIENT SIZE TO GIVE DESCRIPTION OF EACH CIRCUIT. TYPED DIRECTORY CARDS SHALL BE PROVIDED LISTING EACH CIRCUIT SERVED. P. PROVIDE ENGRAVED NAMEPLATE MATCHING PANELBOARD DESIGNATION ON THE DRAWINGS. A. WHERE LIGHTING FIXTURES ARE INSTALLED IN LAY -IN CEILINGS, EACH FIXTURE SHALL BE PROVIDED WITH CLIPS (4 REQUIRED) OR EQUIVALENT MEANS TO PREVENT THE ACCIDENTAL DISENGAGEMENT OF THE FIXTURE FROM THE CEILING SUPPORT OR "T -BAR". IN ADDITION, ALL FLUORESCENT LIGHTING FIXTURES SHALL BE SUPPORTED AT EACH CORNER WITH FOUR (4) #12 AWG GALVANIZED STEEL WIRES AND SECU RED TO THE BUILDING STRUCTURE IN ACCORDANCE WITH N.E.C. REQUIREMENTS. A. PERFORMANCE REQUIREMENTS: COMPLYWITH TIA/EIA-568-B.1 B. COMPLY WITH NFPA 70, "NATIONAL ELECTRICAL CODE." C. COMPLY WITH THE TIA-EIA-569-A, "COMMERCIAL BUILDING STANDARD FOR TELECOMMUNICATIONS PATHWAYS AND SPACES" D. COMPLY WITH ANSI -J -STD -607-A, "COMMERCIAL BUILDING GROUNDING (EARTHING)AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS.-- E. ELECOMMUNICATIONS."E. COORDINATE LAYOUTAND INSTALLATION OF TELECOMMUNICATIONS PATHWAYS AND CABLING WITH TENANTS TELECOMMUNICATIONS AND LAN EQUIPMENTAND SERVICE SUPPLIERS. F. COORDINATE TELECOMMUNICATIONS OUTLET/CONNECTOR LOCATIONS WITH LOCATION OF POWER RECEPTACLES AS EACH WORKAREA. G. CABLE SUPPORT: NRTL LABELED FOR SUPPORT OF CATEGORY 6 CABLING, DESIGNED TO PREVENT DEGRADATION OF CABLE PERFORMANCE AND PINCH POINTS THAT COULD DAMAGE CABLE. H. CONDUIT AND BOXES: SHALL BEA MINIMUM OF 2" W X 3" H X2-1/2" DEEP. I. BACKBOARDS SHALL BE 3/4" X 48" X 96" WITH NVO (2) COATS OF GRAY FIRE -RETARDANT PAINT ON ALL SIDES AND EDGES AND SHALL BE MOUNTED VERTICALLY. J. ALL COMMUNICATION CABLING SHALL BE CATEGORY 5E, PLENUM RATED, AND MANUFACTURED BY WEST PENN, OR APPROVED EQUIVALENT. K. ALL COMMUNICATION CABLES ROUTED IN UNFINISHED SPACES ALONG WALLS SHALL BE ROUTED IN EXPOSED CONDUIT. ALL COMMUNICATION CABLING ROUTED IN UNFINISHED SPACES ALONG CEILINGS SHALL BE SUPPORTED WITH CABLE SUPPORTS SUCH AS J -HOOKS A MINIMUM OF 4'-0" ON CENTER. L. ALL COMMUNICATION CONDUITS SHALL BE PROVIDED WITH RADIUS ELBOWS SIZE AS RECOMMENDED BY CABLING MANUFACTURER TO ENSURE THAT CABLING INSULATION IS NOT DAMAGED DURING INSTALLATION. M. ALL COMMUNICATION CABLING INSTALLED IN FINISHED SPACES WITH EXPOSED CEILING STRUCTURE SHALL BE ROUTED IN CONDUITAND CONCEALED IN NEW WALL CONSTRUCTION. ALL COMMUNICATION CONDUITS ROUTED ALONG CEILING STRUCTURE SHALL BE INSTALLED AT 4" MINIMUM FROM CEILING, SUPPORTED EVERY 6-0" AND SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO WALLS. N. ALL COMMUNICATION CABLING INSTALLED IN FINISHED SPACES WITH LAY -IN CEILINGS SHALL BE INSTALLED IN CONDUITAND CONCEALED IN NEW WALL CONSTRUCTION AND STUBBED ABOVE ACCESSIBLE CEILING. SUPPORT EVERY 4'-0" MAXIMUM WITH J -HOOKS OR OTHER METHOD TYPICALLY USED AS AN INDUSTRY STANDARD. O. PROVIDE PLASTIC BUSHING ON EACH END OF CONDUIT RUN. P. SURFACE RACEWAYSHALL ONLY BE PERMITTED TO BE INSTALLED IN FINISHED AREAS IF SPECIFICALLY APPROVED BYARCHITECT IN ADVANCE OF COMMENCING WORK. Q. IDENTIFICATION PRODUCTS SHALL COMPLY WITH TIA/EIA 606-a, AND SHALL MEET UL 969 FOR LABELING MATERIALS, INCLUDING LABEL STOCKS, LAMINATING ADHESIVES, AND INKS USED BY LABEL PRINTERS. R. PROVIDE MACHINE PRINTED ADHESIVE TAPE LABEL ON EACH END OF COMMUNICATION CABLE WITH IDENTIFICATION TAGGING REQUIRED BY TENANT. LABELS SHALL BE PRINTED WITH PRINTING AREA AND TYPE COLOR THAT IS CONTRASTING WITH CABLE JACKET COLOR, BUT STILL COMPLYING WITH TIVEIA-606-A. S. PROVIDE SINGLE -GANG DEEP BACKBOXATALL WALL PHONE DEVICE LOCATIONS AND ROUTE 3/4" CONDUIT BACKTO SOURCE. T. PROVIDE NVO-GANG DEEP BACKBOXATALL OTHER DATA OUTLET BACKBOXES AND ROUTE 1" MINIMUM CONDUITTO EACH. U. INSTALLATION OF CABLES SHALL COMPLY WITH TIA-EIA-B.1 AND TIA/EIA-568.B.2. V. PROVIDE COMMUNICATION OUTLETS AS DIRECTED BYTENANT (SUCH AS OUTLETS WITH RJ45 CONFIGURATION) WITH ASSOCIATED FACEPLATES. PROVIDE TERMINATIONS REQUIRED TO COMPLY WITH BICSI ITSIM, CH. 6, "CABLE TERMINATION PRACTICES" W. CONSOLIDATION POINTS FOR CABLING MAYBE USED ONLY FOR MAKINGA DIRECT CONNECTION TO TELECOMMUNICATIONS OUTLET/CONNECTORS. X. TERMINATE CONDUCTORS; NO CABLE SHALL CONTAIN UNTERMINATED ELEMENTS. MAKE TERMINATIONS ONLYAT INDICATED OUTLETS, TERMINALS, AND CROSS-CONNECTAND PATCH PANELS. Y. CABLES MAY NOT BE SPLICED. SECURE AND SUPPORT CABLES AT INTERVALS NOT EXCEEDING 30" AND NOT MORE THAN 6" FROM CABINETS, BOXES, FITTINGS, OUTLETS, RACKS, FRAMES, AND TERMINALS. Z. AFTER COMPLETION OF ALL COMMUNICATION CABLING, CONTRACTOR SHALL CONDUCT ALL TESTING REQUIRED AND SHALL RECORD RESULTS OF THE TEST AND PROVIDE TOTENANT FOR FUTURE REFERENCE. ANYDEFICIENCIES FOUND SHALL BE RECORDED AND ANY CORRECTIVE MEASURES COMPLETED SHALL ALSO BE NOTED ON THE REPORT. AA. CONTRACTOR SHALL PROVIDE ALL OUTLETS WITH CONFIGURATIONS AS SELECTED BYTENANT. ALL OUTLETS SHALL BE PROVIDED WITH MATCHING FACEPLATES AND PROPER ICON IDENTIFICATION TABS FOR FACEPLATES. David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C mg D�g`oc SEAL DATE ISSUE/REVISION 06-02-2021 1 BID PERMIT O ■ o! w z Q Luz 0 W Q � Y 0 m M M O o Q 00 O U W O W V 0 in 0 0 LLJQ O >Q M >Q > DATE ISSUE/REVISION 06-02-2021 1 BID PERMIT O ■ o! w z Q Luz 0 Kk= NOTES: 1. DUCT DETECTOR AND TEST STATION IS BASE ON SYSTEM SENSOR. DUCT DETECTOR (MODEL DH100ACDCLP) TEST STATION (MODEL SSK451) 2. WHEN USING THE INTERCONNECT FEATURE, ALL INTERCONNECTED UNITS MUST BE POWERED WITH THE SAME, INDEPENDENT SUPPLY. 3. POLARITY MUST BE MAINTAINED THROUGHOUT THE INTERCONNECT WIRING. CONNECTTERMINAL 12 ON UNIT 1 TO TERMINAL 12 ON UNIT 2 AND SO ON. SIMILARLY, CONNECT TERMINAL 1 ON UNIT 1 TO TERMINAL 1 ON UNIT 2 AND SO ON. 4. UP TO 10 UNITS MAY BE INTERCONNECTED. 02 TEST STATION/DUCT DETECTOR WIRING SCALE: N.T.S. DIAGRAM LOW VOLTAGE CODED NOTES O MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE TWO (2) CAT6 DROPS FOR THE GROOMING ROOM PC AND (1) CAT6 FOR PHONE CODED NOTES 1. POWER FOR AUTOMATIC DOOR (15A,120,1*). E.C. SHALL VERIFYAND PROVIDE 20. E.C. SHALL PROVIDE WATERPROOF COVERS FOR ALL RECEPTACLES IN PUBLIC PET Lu WIRING AND CONNECT AS REQUIRED . VERIFY EXACT LOCATION OF JUNCTION BOX WASH AREA (TYP). WITH MANUFACTURER S SPECIFICATIONS. 21. REFER TO LIGHTING PLAN FOR POWER AND CONTROL OF EXHAUST FAN UNIT. 2. FISH/ANIMAL POWER RECEPTACLES. LOCATE PER MANUFACTURERS LAYOUT. 22. LOCATION OF THERMOSTATS FURNISHED AND INSTALLED BY MECHANICAL UNITS HAVE INTERNAL GFI DEVICE. CONTRACTOR, AND WIRED BY M.C. COORDINATE WITH M.C. 3. MOUNT SWITCH ES AT 44" A.F.F. TO BOTTOM OF SWITCH BANK. LABELSWITCHES. 23. RECEPTACLE FOR DRYER. LOCATE ABOVE PET TUB. REFER TO ARCHITECTURAL TELEPHONE BOARD. SWITCHES AREAS INDICATED ON THE LIGHTING CONTROL DIAGRAM ON SHEET 00 O DRAWINGS FOR LOCATION. PROVIDE WATERPROOF COVER AND 5mA GFCI E3.0. Z O BREAKER IN PANEL. 4. MOUNTTIME CLOCK AND CONTACTORS ON BACKBOARD AT LOCATION SHOWN. 24. PROVIDE DOORBELL AT LOCATION AS DIRECTED BYTENANTAND CONNECTTO 5. LOCATION OF REMOTE TEST STATION INSTALLED BY MECHANICAL CONTRACTOR TELEPHONE BOARD: PUSHBUTTON AT EXTERIOR DOOR AS INDICATED ON PLANS. PROVIDE 120V WIRING AND WIRED BY ELECTRICAL CONTRACTOR. SEE TEST STATION/DUCT DETECTOR C/) TO CONTROL TRANSFORMER PROVIDED WITH DOORBELL FROM NEAREST GENERAL WIRING DIAGRAM FOR ADDITIONAL INFORMATION. PURPOSE RECEPTACLE CIRCUIT WITH ADEQUATE CAPACITY. 6. MIGALI / NV FREEZER. MODEL C-49FM-HC. (12AMPS, 115/60/iV) PROVIDE 25. DELI FRESH COOLER (10.8FLA, 115V, 10). PROVIDE NEMA 5-15P RECEPTACLE, >Q> NEMA5-15P RECEPTACLE. PROVIDE CODE COMPLIANT WIRING. LOCATE DESCRIPTION 120V-10. WIRING SHALL BE 2#12, 1#12 (G), 3/4"C. LOCATE RECEPTACLE PER MCA RECEPTACLE PER MANUFACTURER CUTSHEET. w MANUFACTURER CUT SHEET. 7. AQUARIUM LIGHTING RECEPTACLE. LOCATE PER MANUFACTURERS LAYOUT. 26. FIRE ALARM DEVICES. REFER TO FIRE ALARM SPECIFICATIONS ON ES1.0 AND RISER ROUTE CIRCUITTHROUGH CONTROL PANEL'CP-1'. PROVIDE 5mA GFI CIRCUIT a. (1) PROVIDE 4'X8' FIRE RETARDANT PAINTED TELEPHONE BOARD MOUNTED DIAGRAM ON E5.0 FOR FURTHER INFORMATION (TYP.) BREAKER IN PANEL. 27. AUTO DEPOSIT MACHINE (120V, 10). PROVIDE RECEPTACLE, JUNCTION BOXAND 8. NOTE NOT USED ASSOCIATED 3/4" EM PTY CONDUIT WITH NYLON PULLWIRE BACK TO LOCATION 9. PROVIDE ONE (1) 2"EMT CONDUIT (LENGTH AS REQUIRED BASED UPON CEILING SIZE DIRECTED BYTENANT. TENANTTO INSTALL CATEGORY5E CABLING WHEN VERTICALLY. HEIGHT) AT CASH WRAP. PROVIDE INNERDUCT (SIZE AS REQUIRED) INSIDE EQUIPMENT IS INSTALLED. CONDUIT FOR ROUTING OF DATA CABLES. ROUTE CONDUIT TO UNDERSIDE OF 28. PROVIDE 120V, 20A/1 P TOGGLE SWITCH IN GROOMING ROOM FOR CONTROL OF CEILING JOISTS. PROVIDE INSULATED BUSHING ON CONDUIT FOR TELECOM EXHAUST FAN EF -2 FOR GROOMINGAREA. PROVIDE 120V, 20A/1 P WP TOGGLE WIRING. SUPPORT CONDUIT AS REQUIRED. COORDINATE TERMINATION AT SWITCH FOR DISCONNECTING MEANS AT FAN. CASHWRAP WITH GC. 29. POWER AND DATA FOR COUNTERTOP FAX, PRINTER, SCANNER. 10. COMMERCIAL STACK WASHER DRYER (120/208V-10) WIRING SHALL BE 3#10, 30. DEHUMIDIFIER. (3.4FLA,120V,10). CORD AND PLUG TYPE CONNECTION. 1#10(G), IN 3/4"C. TOA 30/2 CB. COORDINATE EXACT REQUIREMENTS WITH OWNER PROVIDE NEMA 5-15P TYPE RECEPTACLE. b. (1) QUADRAPLEX RECEPTACLE AT 36" A.F.F. FOR EQUIPMENT. PRIOR TO ROUGH -IN. 31. WHEN FISH OR ANIMAL UNITS ARE LOCATED ON AN END CAP, "SO" CORD DROPS 11. VOLUME CONTROL FOR MUSIC SYSTEM FOR GROOMINGAND PEWASH. O SHALL BE PROVIDED. REFER TO DETAIL 05/E3.0 FOR "SO" CORD DROP DETAILS. 12. NOTE NOT USED. 32. MUZAK CONTROLLER. E.0 SHALL PROVIDE 3/4" STUB UP FROM AMPLIFIER AND 13. DOOR CHIME. LOCATE AS REQUIRED PER PET SUPPLIES PLUS. c. (1)PROVIDE RJ 131X JACKAND POWER FOR BURGLAR ALARM TO PLUGIN WITHIN VOLUME CONTROL LOCATIONS TO OPEN CEILING SPACE ABOVE. 14. RECEPTACLE PROVIDED ON UNIT. ROUTE CONDUIT THRU EQUIPMENT CURB OR 33. BLUEBIRD HANDHELD AND DOCK. PROVIDE SEPARATE ROOT CONDUIT BOOT. COORDINATE WITH M.C. 34. CAMERAAND DVD MONITOR. 15. RECEPTACLE FOR STORE FRONT SHOW WINDOW PER N.E.C. #210.62. E.C. SHALL 35. UPS FOR CPU (CPU REQUIRES ISOLATED GROUND). A INSTALL WITHIN 18" ABOVE WINDOW. SPACING SHALL BE A MAXIMUM 12'-0" ON 36. 20A, 120V TOGGLE SWITCH FOR DRYER. PROVIDE WEATHERPROOF COVER. - CENTER. E.C. SHALL RECESS THESE RECEPTACLES AND CONDUIT IN WALLS. SEE 3#6, 1#1O(G), 3/4"C. CONNECTTO ASSOCIATED DRYER RECEPTACLE AS REQUIRED. COORDINATE EXACT 13,15,17 ARCHITECTURAL SHEETS FOR LOCATION DETAILS FOR INSTALLATION. INTEGRAL LOCATION WITH ARCHITECTURAL PLANS. 16. EQUIPMENT SHOWN IS TO BE LOCATED WITHIN OFFICE. DUE TOTHE VARIOUS 37. RECEPTACLE FOR DRYER (120V, 10). COORDINATE EXACT LOCATION WITH 208V-30 LAYOUTS POSSIBLE OF THE SPACE, E.C. SHALL FIELD VERIFY EXACT LOCATIONS - ARCHITECTURAL PLANS AND DETAILS. 3#6, 1#1 O(G), 3/4"C. OF ALL EQUIPMENT PRIOR TO ROUGH -IN OF ANY POWER WIRING AND 38. RECEPTACLE FOR BLOW DRYER. (120V/10). MOUNT RECEPTACLE AT 76" AFF. INTEGRAL COMMUNICATIONS CABLING. EACH JUNCTION BOX SHALL BE INTERCONNECTED 39. MINI -FRIDGE AND MICROWAVE. (120V,10). TERMINATE ALL CAT6 CABLES INT024 PORT 1 U PATCH PANEL MOUNTED IN WITH (2) V CONDUITS WITH PULL STRING. ROUTE THESE CONDUITS WITH PULL 40. TO DRYER SWITCH FOR PUBLIC PET WASH SYSTEM (TYPICAL OF 3). 24.6 STRINGS FROM THE JUNCTION BOXES BACKTO TELEPHONE PANEL. VERIFY 41. NOTE NOT USED. RWE CONDUIT SIZES AND TERMINATION POINTS WITH GC PRIOR TO ROUGH -IN. 42. NOTE NOT USED. - 1, 2, 3, 6 43. NOTE NOT USED. EXHAUST FAN "EF -1" CASH WRAPS AND OFFICE JUNCTION BOXES 44. HAND DRYER. E.C. SHALL COORDINATE POWER AND MOUNTING REQUIREMENTS (1) CAT 6 CABLES ARE TO BE RUN FROM EACH JUNCTION BOX GOING TO THE RW WITH MANUFACTURER SPECIFICATIONS. 20A/1 P TELEPHONE BOARD AND TERMINATED ON A 24 PORT PATCH PANEL TO BE 45. PROVIDE INTERMATIC E1200 SERIES ELECTRONIC WALL TIMER AT CASHWRAP (1) CAT6 DROP FOR EMPLOYEE TIME CLOCK. CABLE SHALL BE RUN T024 PORT MOUNTED IN THE 9U RACK WHICH WILL BE MOUNTED ON THE TELEPHONE BOARD. EXHAUST FAN "EF -2" CLOSESTTO DOOR FOR CONTROL OF DRYER FOR PUBLIC PET WASH SYSTEM. (1) CAT 6 FROM EACH CASH WRAP, (1) FROM THE OFFICE AND (1) FROM THE CONNECTAS REQUIRED. TYPICAL FOR (3) TIMERS. RWE GROOMING ROOM TERMINATED ON PORTS 19-24 (TO BE USED FOR PHONE). 46. VOLUME CONTROL FOR MUSIC SYSTEM FOR SALES. - 1, 2, 4, 5, 6 47. SECURITY VIEWING MONITOR (2) LOCATIONS IN MIDDLE OF STORE SHOULD HAVE (2) CAT 6 CONNECTIONS RUN TO 48. NOTE NOT USED. THE PATCH PANEL AT THE TELEPHONE BOARD. 49. NOTE NOT USED. 8 20A/1 P 50. REFER TO ARCHITECTURAL DRAWINGS FOR TH ER MOSTAT/R EMOTE TEST STATION (3) MAKE SURE ALL DROPS ARE LABELED CORRECTLYATTHE WALL AND PATCH ROUGH -IN LOCATIONS 120V-10 PANEL. PATCH PANEL ON TELEPHONE BOARD IS SHIELDED 24 PORT 1U RACK 51. PROVIDE RECEPTACLE AT CASH WRAP FOR BAKERY CASE. PROVIDE SWITCH UNDER 2#12, 1#12(G), 3/411C. MOUNT CAT 6 PATCH PANEL TO BE MOUNTED ATTHE TOP OF THE 9U WALL MOUNT CASH WRAP COUNTER FOR BAKERY CASE RECEPTACLE CONTROL. COORDINATE RACK INSTALLED AT THE TELEPHONE BOARD. MAKE (1) CAT 6 CONNECTION FROM EXACT LOCATION AND REQUIREMENTS OF RECEPTACLE AND SWITCH WITH OWNER WATER HEATER "WH -2" EACH LOCATION (CASH WRAP, OFFICE, GROOMING ROOM) TERMINATE ONTO - AND ARCHITECT PRIOR TO ROUGH -IN. PORTS 19-240N THE PATCH PANEL. THESE WILL BE USED FOR PHONE RWE 8 20A/1 P CONNECTIONS. - 1, 6,7 17. STOREFRONT SIGN : POWER FOR STOREFRONT SIGN (120V,10). COORDINATE EXACT LOCATION(S) AND CONNECTION(S) WITH SIGN PROVIDER. E.C. SHALL MOUNT J -BOX AS DIRECTED BY SIGN VENDOR. J -BOX SHALL BE FLUSH MOUNT AND SHALL NOT INTERFERE WITH PET SUPPLIES GRAPHICS. JUNCTION BOX SHALL BE (FUTURE) LOCATED WITHIN F-0" OF SIGN POWER JUNCTION BOX. ROUTE POWER WIRING THROUGH LIGHTING CONTACTOR. COORDINATE EXACT POWER REQUIREMENTS, QUANTITY & LOCATION WITH G.C. & SIGN INSTALLER PRIOR TO INSTALLATION. H 18. EMPLOYEE TIMECLOCK(120V,10). FIELD VERIFYWITH TENANT EXACT LOCATION - 11.2kW PRIOR TO ROUGH -IN. RWE 21 19. DUCT TYPE SMOKE DETECTOR IN RETURN AIR DUCT OF UNIT BY MC. COORDINATE - 1,2 (2) CAT6 DROPS AT 24" A.F.F. CABLES SHALL BE RUN TO 24 PORT PATCH PANEL IN LOCATION WITH MC. REMOTE TEST SWITCH LOCATED IN OFFICE BY M.C. REFER TO (2) CAT6 DROPS AT 73" A.F.F. CABLES SHALL BE RUN TO 24 PORT PATCH PANEL IN 1. THE E.C. SHALL VERIFYALL EQUIPMENT SPECIFICATIONS (VOLTAGE, OVERCURRENT PROTECTION, FUSE SIZES, ETC.) WITH M.C. PRIOR TO PLACING PURCHASE ORDER FOR TEST STATION/DUCT DETECTOR WIRING DIAGRAM FOR FURTHER INFORMATION. DISTRIBUTION EQUIPMENTAND ROUGH -IN. THE E.C. SHALL ALSO BE RESPONSIBLE FOR PROVIDING ALL CONNECTIONS, DEVICES, SAFETY SWITCHES, ETC. LISTED ON THIS (4) CAT6 DROPS AT 24" A.F.F. CABLES SHALL BE RUN TO 24 PORT PATCH PANEL IN SCHEDULE UNLESS NOTED ON THIS SCHEDULE AS BEING PROVIDED BYOTHERS. CONNECT TO FIRE ALARM SYSTEM AS REQUIRED. 2. UNIT PROVIDED WITH INTEGRAL STARTER AND/OR DISCONNECT SWITCH. E.C. SHALL BRANCH TO FINAL CONNECTION VIA LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT. NOT USED. Kk= NOTES: 1. DUCT DETECTOR AND TEST STATION IS BASE ON SYSTEM SENSOR. DUCT DETECTOR (MODEL DH100ACDCLP) TEST STATION (MODEL SSK451) 2. WHEN USING THE INTERCONNECT FEATURE, ALL INTERCONNECTED UNITS MUST BE POWERED WITH THE SAME, INDEPENDENT SUPPLY. 3. POLARITY MUST BE MAINTAINED THROUGHOUT THE INTERCONNECT WIRING. CONNECTTERMINAL 12 ON UNIT 1 TO TERMINAL 12 ON UNIT 2 AND SO ON. SIMILARLY, CONNECT TERMINAL 1 ON UNIT 1 TO TERMINAL 1 ON UNIT 2 AND SO ON. 4. UP TO 10 UNITS MAY BE INTERCONNECTED. 02 TEST STATION/DUCT DETECTOR WIRING SCALE: N.T.S. DIAGRAM LOW VOLTAGE CODED NOTES O MECHANICAL EQUIPMENT ELECTRICAL CONNECTION SCHEDULE TWO (2) CAT6 DROPS FOR THE GROOMING ROOM PC AND (1) CAT6 FOR PHONE CONNECTION Lu U SHALL BE RUN TO 24 PORT PATCH PANEL IN THE RACK MOUNTED ON THE C� g a mom Y >O m TELEPHONE BOARD. 00 O Z O r U W >O TELEPHONE BOARD: VOLTAGE C/) HP/ CONDUITAND WIRE CIRCUIT CIRCUIT STARTER >Q> # O DESCRIPTION AND MCA w PANEL > BREAKER DISC. SWITCH NOTES a. (1) PROVIDE 4'X8' FIRE RETARDANT PAINTED TELEPHONE BOARD MOUNTED WATT w SIZE NO. SIZE VERTICALLY. PHASE X ZSIZE �O b. (1) QUADRAPLEX RECEPTACLE AT 36" A.F.F. FOR EQUIPMENT. O c. (1)PROVIDE RJ 131X JACKAND POWER FOR BURGLAR ALARM TO PLUGIN WITHIN A RTU -1 208V-30 46.3 - 3#6, 1#1O(G), 3/4"C. RWE 13,15,17 50A/3P INTEGRAL - 1, 2, 3, 6 2'-0" OF BURGLARALARM IF REQUIRED. B RTU -2 208V-30 46.3 - 3#6, 1#1 O(G), 3/4"C. RWE 7,9,11 50A/3P INTEGRAL - 1, 2, 3, 6 d. MOUNT 9U WALL MOUNT RACK (SEE SPEC) ON THE TELEPHONE BOARD AND TERMINATE ALL CAT6 CABLES INT024 PORT 1 U PATCH PANEL MOUNTED IN C RTU -3 208V-30 24.6 - 3#8, 1#1 O(G), 3/4"C. RWE 1,3,5 35A/3P INTEGRAL - 1, 2, 3, 6 THE TOP 1 U OF TH E RACK. D EXHAUST FAN "EF -1" 120V-10 - 1DOW 2#12, 1#12(G), 3/4"C. RW 13 20A/1 P INTEGRAL - 1, 2, 4, 5, 6 (1) CAT6 DROP FOR EMPLOYEE TIME CLOCK. CABLE SHALL BE RUN T024 PORT E EXHAUST FAN "EF -2" 120V-10 .33HP 2#12, 1#12(G), 3/4"C. RWE 19 20A/1 P INTEGRAL - 1, 2, 4, 5, 6 PATCH PANEL IN RACK MOUNTED ON THE TELEPHONE BOARD. -WO (2) CAT6 DROPS MOUNTED IN BISCUITS THAT ARE MOUNTED IN CEILING IN THE F "WH RWE 8 20A/1 P - - 1, 6, 7 CENTER OF THE STORE. CABLES SHALL BE RUN TO 24 PORT PATCH PANEL IN RACK WATER HEATER -1" 120V-10 - GAS 2#12, 1#12(G), 3/411C. G WATER HEATER "WH -2" 120V-10 - GAS 2#12, 1#12(G), 3/4"C. RWE 8 20A/1 P - - 1, 6,7 MOUNTED ON TELEPHONE BOARD. PROVIDE (2) CAT6 DROPS PER CASH WRAP. CABLES SHALL BE RUN TO 24 PORT PATCH PANEL IN RACK MOUNTED ON TELEPHONE BOARD. (FUTURE) H UNIT HEATER "UH -1" 120V-10 - 11.2kW 2#12, 1#12(G), 3/4"C. RWE 21 20A/1 P INTEGRAL - 1,2 (2) CAT6 DROPS AT 24" A.F.F. CABLES SHALL BE RUN TO 24 PORT PATCH PANEL IN RACK MOUNTED ON TELEPHONE BOARD. (2) CAT6 DROPS AT 73" A.F.F. CABLES SHALL BE RUN TO 24 PORT PATCH PANEL IN 1. THE E.C. SHALL VERIFYALL EQUIPMENT SPECIFICATIONS (VOLTAGE, OVERCURRENT PROTECTION, FUSE SIZES, ETC.) WITH M.C. PRIOR TO PLACING PURCHASE ORDER FOR RACK MOUNTED ON TELEPHONE BOARD. DISTRIBUTION EQUIPMENTAND ROUGH -IN. THE E.C. SHALL ALSO BE RESPONSIBLE FOR PROVIDING ALL CONNECTIONS, DEVICES, SAFETY SWITCHES, ETC. LISTED ON THIS (4) CAT6 DROPS AT 24" A.F.F. CABLES SHALL BE RUN TO 24 PORT PATCH PANEL IN SCHEDULE UNLESS NOTED ON THIS SCHEDULE AS BEING PROVIDED BYOTHERS. RACK MOUNTED ON TELEPHONE BOARD. 2. UNIT PROVIDED WITH INTEGRAL STARTER AND/OR DISCONNECT SWITCH. E.C. SHALL BRANCH TO FINAL CONNECTION VIA LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT. NOT USED. 3. ROUTE CONDUIT THRU EQUIPMENT CURB OR PROVIDE SEPARATE ROOT CON DUIT BOOT. COORDINATE WITH M.C. 0. IN THE OFFICE ALL CAT 6 DROPS ARE TO BE TERMINATED INTO THE 24 PORT PATCH 4. CONNECT TO LOCAL LIGHTING CONTROLS FOR FAN SERVICE. PANEL AT THE TELEPHON E BOARD LOCATED IN THE BACK ROOM. THERE NEEDS TO 5. MULTIPLE ITEMS ARE CONNECTED TO THE SAME CIRCUIT. BE ATOTAL OF (8) CAT 6 DROPS IN THE OFFICE AS SHOWN AND CALLED OUT ON 6. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR SHAFTS SHALL BE SEALED IN ACCORDANCE WITH WALL TYPE AS SHOWN ON SHEET A1.0. THE INTERIOR OFFICE ELEVATIONS. ONE OF THESE IS TERMINATED ON PORTS 7. PROVIDE 120V TOGGLE SWITCH FOR DISCONNECTING MEANS. 1324 ON THE PATCH PANEL TO BE USED FOR THE PHONE. ' NOT ALL NOTES MAYAPPLY GENERAL NOTES 1. PAINT ALL EXPOSED CONDUIT DROPS IN SALES AREA. VERTICAL RUNS TO BE P-1. 2. COORDINATE ALL RECEPTACLE LOCATIONS do HEIGHTS WITH EQUIPMENT MANUFACTURER CUTSHEETS AND ARCHITECT PRIOR TO ROUGH -IN. 3. COORDINATE ALL NON -EQUIPMENT RELATED RECEPTACLE LOCATIONS AND HEIGHTS WITH ARCHITECTURAL DRAWINGS. 4. ALL RECEPTACLES ARE TO BE MOUNTED AT 18' AFF UNLESS OTHERWISE NOTED. 5. SUBMIT STORE SECURITY SYSTEM SHOP DRAWINGS TO PSP'S DIRECTOR OF LOSS PREVENTION FOR RENEW AND APPROVAL COORDINATE EXACT SYSTEM WITH OWNER. 03 ENLARGED OFFICE POWER PLAN SCALE: RW 31 991-111, GROOMING 26 �� RWETO RWE-24 RWE-22 RWE-20 RWE-10 ETR D90 RW' -15, 17 PW -29 (#10AWG) j , . RW 1921 (T RWz CRT E4 0 W-31 1 TIE) RWE- I0 44 3 -60 E1 3 RWE41 RW -31 RVal s WE -35 am PROMDE /10 AWG WIRE FOR BRANCH CIRCUITS GREATER THAN 120'-0' FOR 2DA-120V BRANCH CIRCUITS SP -9 52'-1" 7WEMCKROOM IA1-1 GOORBELL ® O H PUSHBUTTON TOBELL TRANSFORMER SP- CIRCUIT IN BACKROOM U-2 0.. © A 16 104n OF POWER PLAN SCALE: 1/8" =1'-0" C David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com SEAL DATE ISSUE/REVISION 06-02-2021 1 BID PERMIT Z Q D_ 00 LU LU 0000 00 ly LU O D- Lu U C� g a mom Y >O m Q 00 O r U W >O W 0 C/) 0 V >Q> 0 >WOLLIW > coy,)) DATE ISSUE/REVISION 06-02-2021 1 BID PERMIT Z Q D_ 00 LU LU 0000 00 ly LU O D- LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MOUNTING LAMPS FIXTURE VA VOLTS Lu 8' LED STRIP FIXTURE, ONE (1) MVOLT LED DRIVER, SURFACE MOUNT. COORDINATE WITH SHEET A3.0 AND LED 40 P1 SUSPENDED FROM STRUCTURE ABOVE(AIRCRAFT AIRCRAFT LED 45 120-277 P1 CABLE). COORDINATE WITH SHEETA3.0 AND INTERIOR CABLE P1 0 m P1 EXTERIOR HEADS FOR EMERGENCY EXIT DISCHARGE ELEVATIONS FOR MOUNTING HEIGHT. (2) INTEGRAL ~ 00 O 8' LED STRIP FIXTURE, ONE (1) MVOLT LED DRIVER, EM LIGHTING, POWERED FROM FIXTURE EX2. DOOR1W 9.6V LED 2 P1 -EM BATTERY BACKUP, SUSPENDED FROM STRUCTURE AIRCRAFT LED 45 120-277 REMOTE HEADS ABOVE (AIRCRAFT CABLE). COORDINATE WITH SHEET CABLE In�^I P1 P1 NL/EM A3.0 AND INTERIOR ELEVATIONS FOR MOUNTING HEIGHT TWO (2) ofQ TL P3 P3 4' LED STRIP FIXTURE, ONE (1) MVOLT LED DRIVER, EMERGENCY BATTERY LIGHTING UNIT WITH 2 LAMP WALL INTEGRAL 2 120-277 SUSPENDED FROM STRUCTURE ABOVE(AIRCRAFT AIRCRAFT lop HEADS, TEST BUTTON 7'-0" AFF P3 CABLE). COORDINATE WITH SHEETA3.0 AND INTERIOR CABLE LED 40 120-277 ELEVATIONS FOR MOUNTING HEIGHT. LED HEADS RW -1 RW -3 8' WET LOCATION LED FIXTURE, HIGH IMPACTACRYLIC LED EXIT SIGN RED LETTERS & WHITE FACE, UNIVERSAL LENS, ONE (1) MVOLT LED DRIVER, SUSPENDED FROM AIRCRAFT MOUNT, SHADED PORTION OF SYMBOL INDICATES P4 STRUCTURE ABOVE (AIRCRAFT CABLE). COORDINATE LED 97 120-277 QUANTITY AND ORIENTATION OF FACE(S). REFER TO WITH SHEET A3.0 AND INTERIOR ELEVATIONS FOR CABLE 3.8 120-277 BEST LIGHTING EZTXTEUIRWEM MOUNTING HEIGHT. LIGHTING FLOOR PLANS FOR QUANTITY OF FACES AND NL/ P1 WITH UNIT P1 NUE PI P1 4' WET LOCATION LED FIXTURE, HIGH IMPACTACRYLIC CHEVRONS (DIRECTIONAL ARROWS) REQUIRED. 5 LENS, ONE (1) MVOLT LED DRIVER, SUSPENDED FROM AIRCRAFT RW -11 P5 STRUCTURE ABOVE (AIRCRAFT CABLE). COORDINATE (2) INTEGRAL LED 72 120-277 WITH SHEET A3.0 AND INTERIOR ELEVATIONS FOR CABLE PER PLAN 1W LED 3.8 120-277 MOUNTING HEIGHT. LEDCXTEU2RWRC-HL ® CAPACITY TO POWER EXIT DISCHARGE FIXTURE "RH". HEADS SURFACE P6 24" LED BATHROOM VANITY LIGHT MOUNT LED 20 120-277 MANUFACTURER I CATALOG NO. AttainLED I AT-STRP-8-45-40K-LL AttainLED I AT-STRP-8-45-40K-LL-EM AttainLED I AT-STRP-4-40-40K-LL TEXAS I CITE96LRFS97W9600LLBDMV40K FLUORESCENTS TEXAS I CITE48LRFH72VV720OLLBDMV40K FLUORESCENTS TEXASI BKRMW24LH2OW1800LDMV40K FLUORESCENTS LIGHTING FIXTURE SCHEDULE GENERAL NOTES A. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. B. ALL EXIT SIGNS TO HAVE RED LETTERS WITH 6" x 3/4" LETTERS AND 90 MINUTES OF BATTERY BACKUP. C. CONFIRM ALL FIXTURE VOLTAGES WITH CIRCUITING ON PLAN. PROVIDE UNIVERSAL DRIVER IF AVAILABLE AND WIRED FOR 120V OPERATION FROM FACTORY IF NOT INDICATED OTHERWISE ON THE LIGHTING FIXTURE SCHEDULE/OR LIGHTING FLOOR PLANS. D. MANUFACTURER TOVERIFY FIXTURE CATALOG NUMBER WITH THE DESCRIPTION OF THE FIXTURE AND CIRCUITING ON THE PLANS. E. WHERE'EM' IS SHOWN ADJACENT TOA LIGHT FIXTURE ON THE LIGHTING PLAN, IT INDICATES THAT THE FIXTURE IS TO HAVE A FACTORY INSTALLED LED EMERGENCY BATTERY DRIVER. DRIVER SHALL BE IOTA #IUB-CP1 0. F. 'NL' INDICATES THAT FIXTURE IS CONNECTED TOAN UNSWITCHED CIRCUIT FOR NIGHT -LIGHT ILLUMINATION. G. REFER TO ARCHITECTURAL SET FOR RESPONSIBILITY SCHEDULE FOR LIGHTING. H. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR PROPER INSTALLATION OF SUSPENDED OR SURFACE MOUNTED LED FIXTURES. I. REFER TO ARCHITECTURAL DETAILS REGARDING CEILING CONSTRUCTION(AS APPLICABLE) FOR SPECIFIC DIRECTIVES ASSOCIATED WITH INSTALLATION/SUPPORT OF NEW LIGHTING FIXTURES IDENTIFIED THEREIN. J. PROVIDE SUPPORT WIRES FROM STRUCTURE FROM A MINIMUM OF TWO (2) OPPOSING CORNERS OF EACH SUSPENDED FIXTURE OR STRIP LED FIXTURES BEING SUPPORTED BYTHE STRUCTURE AND BEINGALIGNED WITH T -GRID WITH MANUFACTURER -PROVIDED SURFACE MOUNT HANGER. K. FIELD VERIFY CEILINGTYPES AND DETERMINE PROPER MOUNTING HARDWARE PRIOR TO ORDERING FIXTURES. L. ALL EXIT SIGNS, NIGHTLIGHTS, AND EMERGENCY EGRESS LIGHTING FIXTURES SHALL BE WIRED AHEAD OF LOCAL SWITCHES, MOTION SENSORS AND CONTACTOR CONTROLS TO REMAIN ENERGIZED. M. PROVIDE LOCAL DISCONNECTING MEANS FOR INDOOR LED LUMINAIRES WHICH CONTAIN DRIVERS, USE DOUBLE -ENDED LAMPS, AND BE SERVICED IN PLACE PER 2011 NEC 410.130 (G). N. REFER TO SHEETA3.0 FOR ADDITIONAL CEILING INFORMATION. O. LIGHTS IN THE GROOMING, BATHING, HOLDING, PUBLIC PET WASH AREAS AND THE AQUARIUMS ARE TO BE ROUTED THROUGH THE LIGHTING CONTACTOR. SEE SHEET E3.0 FOR DETAILS. THESE LIGHTS ARE TO REMAIN ON DURING BUSINESS HOURS. COORDINATE ALL PROGRAMMING WITH PET SUPPLIES PLUS. P. NOTALL FIXTURES MAY BE USED. Q. CEILING, LIGHTING, ETC. SUPPORTING SYSTEMS SHALL ATTACH TO STRUCTURAL MEMBERS ONLY, ARE NOT PERMITTED TO BE ATTACHED TO ROOF DECKING, BRIDGING OR WIND BRACING, AND SHALL COMPLY WITH SEISMIC ZONING BRACING REQUIREMENTS. DESIGN OF THE SUPPORTING SYSTEM IS TO FOLLOW THE MANUFACTURERS INSTALLATION REQUIREMENTS AND IS THE CONTRACTORS RESPONSIBILITY. R. ANY EXISTING CEILING ITEMS THAT ARE TO REMAIN IN OPERATION (FOR EXAMPLE: EXISTING GENERAL PIPING, EXISTING CONDUITS, ORANY OTHER EXISTING BUILDING SYSTEM ELEMENTS ARE TO BE RAISED AS REQUIRED FOR LIGHT FIXTURE INSTALLATION. G.C. TO COORDINATE AS REQUIRED. CODED NOTES 1. PROVIDE A WALL BOX MOTION SENSOR AT 44" A.F.F. FOR CONTROL OF P6 LIGHT FIXTURE, WattStopper #DW -100-24 DUAL TECHNOLOGY OR APPROVED EQUAL. E.C. SHALL INTERLOCK EXHAUST FANS TO SWITCH TO OPERATE FAN WHILE OCCUPIED. 2. ALL EMERGENCY LIGHTING UNITS AND INTERIOR LED LIGHT FIXTURES(LOCATED OUTSIDE OF SALES AREA) PROVIDED WITH EMERGENCY BATTERY BALLASTS FOR EMERGENCY EGRESS LIGHTING SHALL BE FED FROM THE LIGHTING CIRCUIT WITHIN ROOM AND CONNECTED AHEAD OF ALL LOCAL CONTROLS. 3. EMERGENCY NIGHT LIGHT EXIT CIRCUIT (SALES AREA): (1) FIXTURE TO BE SERVED BY UNSWITCHED CIRCUIT TO PROVIDE CONTINUOUS EGRESS AND EMERGENCY ILLUMINATION PER N.E.C. 700-12(A) AND LIFE SAFETY CODE. WIRE TO BE #10 AWG THROUGHOUT. (TYP). 4. WATT STOPPER #WPIR PASSIVE INFRARED SENSOR AND POWER PACK #BZ150 (CONTRACTOR MUST LOCATE AND INSTALL PER WATT STOPPER'S SPECIFICATIONS). 5. WIRE THROUGH LIGHTING CONTACTOR. 6. PROVIDE EXTERIOR WALLPACK. COORDINATE EXACT REQUIREMENTS WITH LANDLORD AND OWNER PRIOR TO ORDERING. GENERAL NOTES 1. ALL SWITCHES TO BE MOUNTED AT44" AFF UNLESS OTHERWISE NOTED. PAINT ALL E%POSED CONDOR DROPS PROVIDE /10 AWG WIRE FOR BRANCH CIRCUITS IN SALES AREA. HORIZONTAL RUNS GREATER THAN 120'-0' FOR 20A -120V BRANCH TO BE P-5 AND VERTM.AL RUNS TO CIRCUITS BE P-1. 4' LED STRIP FIXTURE, ONE (1) MVOLT LED DRIVER, SURFACE 5 RW -7 GROOMING Lu S3 SURFACE MOUNT. COORDINATE WITH SHEET A3.0 AND LED 40 120-277 AttainLED AT-STRP-4-40-40K-LL P1 INTERIOR ELEVATIONS FOR MOUNTING HEIGHT. MOUNT P1 P1 P1 P1 0 m P1 EXTERIOR HEADS FOR EMERGENCY EXIT DISCHARGE 8" ABOVE (2) INTEGRAL ~ 00 O RH LIGHTING, POWERED FROM FIXTURE EX2. DOOR1W 9.6V LED 2 9.6 BEST LIGHTING RHLED2-WP-CXTE O Lu r� V REMOTE HEADS 00_ C/) In�^I P1 P1 NL/EM P1 TWO (2) ofQ TL P3 P3 EM EMERGENCY BATTERY LIGHTING UNIT WITH 2 LAMP WALL INTEGRAL 2 120-277 BEST LIGHTING LEDR1 lop HEADS, TEST BUTTON 7'-0" AFF P3 P1 'w11 LED HEADS RW -1 RW -3 LED EXIT SIGN RED LETTERS & WHITE FACE, UNIVERSAL RW -5 MOUNT, SHADED PORTION OF SYMBOL INDICATES PROVIDED EX1 QUANTITY AND ORIENTATION OF FACE(S). REFER TO PER PLAN NL/EM $ P1 3.8 120-277 BEST LIGHTING EZTXTEUIRWEM ® LIGHTING FLOOR PLANS FOR QUANTITY OF FACES AND NL/ P1 WITH UNIT P1 NUE PI P1 CHEVRONS (DIRECTIONAL ARROWS) REQUIRED. 5 RW -11 LED EXIT SIGN EM COMBO RED LETTER WHITE FACE, 2 RW -11 (2) INTEGRAL RW -11 EX2 LAMP HEADS. FIXTURE BATTERY SHALL HAVE REMOTE PER PLAN 1W LED 3.8 120-277 BEST LIGHTING LEDCXTEU2RWRC-HL ® CAPACITY TO POWER EXIT DISCHARGE FIXTURE "RH". HEADS LIGHTING FIXTURE SCHEDULE GENERAL NOTES A. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. B. ALL EXIT SIGNS TO HAVE RED LETTERS WITH 6" x 3/4" LETTERS AND 90 MINUTES OF BATTERY BACKUP. C. CONFIRM ALL FIXTURE VOLTAGES WITH CIRCUITING ON PLAN. PROVIDE UNIVERSAL DRIVER IF AVAILABLE AND WIRED FOR 120V OPERATION FROM FACTORY IF NOT INDICATED OTHERWISE ON THE LIGHTING FIXTURE SCHEDULE/OR LIGHTING FLOOR PLANS. D. MANUFACTURER TOVERIFY FIXTURE CATALOG NUMBER WITH THE DESCRIPTION OF THE FIXTURE AND CIRCUITING ON THE PLANS. E. WHERE'EM' IS SHOWN ADJACENT TOA LIGHT FIXTURE ON THE LIGHTING PLAN, IT INDICATES THAT THE FIXTURE IS TO HAVE A FACTORY INSTALLED LED EMERGENCY BATTERY DRIVER. DRIVER SHALL BE IOTA #IUB-CP1 0. F. 'NL' INDICATES THAT FIXTURE IS CONNECTED TOAN UNSWITCHED CIRCUIT FOR NIGHT -LIGHT ILLUMINATION. G. REFER TO ARCHITECTURAL SET FOR RESPONSIBILITY SCHEDULE FOR LIGHTING. H. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR PROPER INSTALLATION OF SUSPENDED OR SURFACE MOUNTED LED FIXTURES. I. REFER TO ARCHITECTURAL DETAILS REGARDING CEILING CONSTRUCTION(AS APPLICABLE) FOR SPECIFIC DIRECTIVES ASSOCIATED WITH INSTALLATION/SUPPORT OF NEW LIGHTING FIXTURES IDENTIFIED THEREIN. J. PROVIDE SUPPORT WIRES FROM STRUCTURE FROM A MINIMUM OF TWO (2) OPPOSING CORNERS OF EACH SUSPENDED FIXTURE OR STRIP LED FIXTURES BEING SUPPORTED BYTHE STRUCTURE AND BEINGALIGNED WITH T -GRID WITH MANUFACTURER -PROVIDED SURFACE MOUNT HANGER. K. FIELD VERIFY CEILINGTYPES AND DETERMINE PROPER MOUNTING HARDWARE PRIOR TO ORDERING FIXTURES. L. ALL EXIT SIGNS, NIGHTLIGHTS, AND EMERGENCY EGRESS LIGHTING FIXTURES SHALL BE WIRED AHEAD OF LOCAL SWITCHES, MOTION SENSORS AND CONTACTOR CONTROLS TO REMAIN ENERGIZED. M. PROVIDE LOCAL DISCONNECTING MEANS FOR INDOOR LED LUMINAIRES WHICH CONTAIN DRIVERS, USE DOUBLE -ENDED LAMPS, AND BE SERVICED IN PLACE PER 2011 NEC 410.130 (G). N. REFER TO SHEETA3.0 FOR ADDITIONAL CEILING INFORMATION. O. LIGHTS IN THE GROOMING, BATHING, HOLDING, PUBLIC PET WASH AREAS AND THE AQUARIUMS ARE TO BE ROUTED THROUGH THE LIGHTING CONTACTOR. SEE SHEET E3.0 FOR DETAILS. THESE LIGHTS ARE TO REMAIN ON DURING BUSINESS HOURS. COORDINATE ALL PROGRAMMING WITH PET SUPPLIES PLUS. P. NOTALL FIXTURES MAY BE USED. Q. CEILING, LIGHTING, ETC. SUPPORTING SYSTEMS SHALL ATTACH TO STRUCTURAL MEMBERS ONLY, ARE NOT PERMITTED TO BE ATTACHED TO ROOF DECKING, BRIDGING OR WIND BRACING, AND SHALL COMPLY WITH SEISMIC ZONING BRACING REQUIREMENTS. DESIGN OF THE SUPPORTING SYSTEM IS TO FOLLOW THE MANUFACTURERS INSTALLATION REQUIREMENTS AND IS THE CONTRACTORS RESPONSIBILITY. R. ANY EXISTING CEILING ITEMS THAT ARE TO REMAIN IN OPERATION (FOR EXAMPLE: EXISTING GENERAL PIPING, EXISTING CONDUITS, ORANY OTHER EXISTING BUILDING SYSTEM ELEMENTS ARE TO BE RAISED AS REQUIRED FOR LIGHT FIXTURE INSTALLATION. G.C. TO COORDINATE AS REQUIRED. CODED NOTES 1. PROVIDE A WALL BOX MOTION SENSOR AT 44" A.F.F. FOR CONTROL OF P6 LIGHT FIXTURE, WattStopper #DW -100-24 DUAL TECHNOLOGY OR APPROVED EQUAL. E.C. SHALL INTERLOCK EXHAUST FANS TO SWITCH TO OPERATE FAN WHILE OCCUPIED. 2. ALL EMERGENCY LIGHTING UNITS AND INTERIOR LED LIGHT FIXTURES(LOCATED OUTSIDE OF SALES AREA) PROVIDED WITH EMERGENCY BATTERY BALLASTS FOR EMERGENCY EGRESS LIGHTING SHALL BE FED FROM THE LIGHTING CIRCUIT WITHIN ROOM AND CONNECTED AHEAD OF ALL LOCAL CONTROLS. 3. EMERGENCY NIGHT LIGHT EXIT CIRCUIT (SALES AREA): (1) FIXTURE TO BE SERVED BY UNSWITCHED CIRCUIT TO PROVIDE CONTINUOUS EGRESS AND EMERGENCY ILLUMINATION PER N.E.C. 700-12(A) AND LIFE SAFETY CODE. WIRE TO BE #10 AWG THROUGHOUT. (TYP). 4. WATT STOPPER #WPIR PASSIVE INFRARED SENSOR AND POWER PACK #BZ150 (CONTRACTOR MUST LOCATE AND INSTALL PER WATT STOPPER'S SPECIFICATIONS). 5. WIRE THROUGH LIGHTING CONTACTOR. 6. PROVIDE EXTERIOR WALLPACK. COORDINATE EXACT REQUIREMENTS WITH LANDLORD AND OWNER PRIOR TO ORDERING. GENERAL NOTES 1. ALL SWITCHES TO BE MOUNTED AT44" AFF UNLESS OTHERWISE NOTED. PAINT ALL E%POSED CONDOR DROPS PROVIDE /10 AWG WIRE FOR BRANCH CIRCUITS IN SALES AREA. HORIZONTAL RUNS GREATER THAN 120'-0' FOR 20A -120V BRANCH TO BE P-5 AND VERTM.AL RUNS TO CIRCUITS BE P-1. NORTH LIGHTING PLAN (D SCALE: 1/8" =1'-0" David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C BG/amg SEAL 991-111, 5 RW -7 GROOMING Lu P1 P1 P1 P1 P1 P1 P1 P1 0 m P1 Q ~ 00 O Lu r� V O Lu r� V v 00_ C/) In�^I P1 P1 NL/EM P1 N0_ LL ofQ TL P3 P3 P3 P3 P3 LU P3 P3 P3 P3 P3 P3 P1 'w11 RW -1 RW -3 RW -5 Pi Pi NL/EM $ P1 P1 NUEM P1 P1 NUEM 5 P1 P1 NL/ P1 M P1 NUE PI P1 5 RW -11 RW -11 RW -11 11 RW -11 P 3 P 5P4 C HOLDING/ P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 BATHING P4 NL/EM O R SALES PET Ext WASH Pa NUEM P1 P1 NUEM P1 NUEM O P1 NUEM P1 NUEM P1 P1 Rw-11 P1 Rw-11 P1 (T P) Rw-11 P1 RWn P1 Rw-11 52'_1" M Pb Pi NISEX A-13 4 SP11 pi pi pi pi pi pi pi �l p 1111 4 © 5 P1 P16 NUEM 2 P1 P1 P1 NUEM P1 Rw-11 P1 NUEM P1 RW -11 P1 NUEM P1 Rw-11 P1 NL/ P1 M 11 P1 NL/ P1 - Exi BACK ROOM P1 S3 1 oc P1 P1 P1 P1 P1 P1 P1 P1 P1 EX2 s3 • 5 Rw-e OFFICE 4 NORTH LIGHTING PLAN (D SCALE: 1/8" =1'-0" David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W hearR. C BG/amg SEAL DATE77 ISSUE/REVISION 06-02-2021 1 BID PERMIT z Q J D_ 0 z H S 2 J O ■ zN W m z Q wz O Lu Q J 0- Y 0 m M O Q ~ 00 O Lu r� V O Lu r� V v 00_ C/) In�^I 1 LL N0_ LL ofQ TL 0 LU LLI C'y) DATE77 ISSUE/REVISION 06-02-2021 1 BID PERMIT z Q J D_ 0 z H S 2 J O ■ zN W m z Q wz O PANEL SCHEDULE NOTES:r��j 1. CIRCUIT SHALL HAVE LOCK ON TAB. 'REFER TO LIGHTING CONTROL DIAGRAM FOR DpPA 7/16" HIGH LETTERS (TYP) CIRCUITS TO BE ROUTED THROUGH CONTACTORS ELECTRICAL CONTROLS SUCH AS: SWITCH BOARDS, DISTRIBUTION PANELS, PANELBOARDS, LIGHTING CONTROL PANELS, STARTERS, DISCONNECT SWITCHES, ETC. (AS APPLICABLE). 5. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER DESCRIPTION. 6. EQUIPMENT DESIGNATION SHOULD INDICATE NAME OF PANELBOARD OR TYPE OF EQUIPMENT BE SERVED (I.E. "PANEL LPA", "PUMP CWP -1"). OPTION #1 OPTION #2 W 0 l F E UIPMENT DESIGNATION SUPPORT BOX ENTIRELY 3/8" SUPPORT HOOK, FASTEN TO STRUCTURE. A. TIMECLOCK SHALL BE FORK DIGITAL INDEPENDENT OF CEILING SO IT EW101 OR WILL NOT SWAY PROVIDE CEILING 2 HOUR TIMED SYSTEM VOLTAGE T . "F.D." - TYPE MALLEABLE IRONRECEPTACLE. SHALL BE ELECTRICALLY HELD SQUARE D PENDANT BOX SURFACE MODEL 8903 WITH POLE QUANTITIES AS INDICATED. MOUNTED TO BEAM. \ FED FROM PANEL'X' (VERIFY LOCATON) I O \\\\ INSTALL IN VIII SEALING GRIP AND STRAIN ( Cl, CLOSES ES RELIEF SHALL BE TORN MODEL 2001WITH 1/2" MALE CONNECTOR WITH SWIVEL. 0'4" "SO" CORD TO SUIT CIRCUIT STRAIN RELIEF. SIZE #12 MINIMUM WITH T1 GROUND. CORD SHALL BE NOTES: WHITE. Cl IT PROVIDE KELLUMS GRIP WITH RW -1 1. PROVIDE LAMOCOID NAMEPLATE ENGRAVED WITH WHITE LETTERS. KEEPER SPRING HOLD OUTLET UP RW -3 WHEN NOT IN USE AT 2. NAMEPLATE SHALL BE THE FOLLOWING COLORS: 72" ALL. PET WASH/SALES LTG BLACK- NORMAL POWER ON 208/120 VOLT SYSTEM BUS DROP CABLE SAFETY SPRIN SALES LTG (HUBBEL OR WOODHEAD). RW -9 3. SECURE NAMEPLATE TO EQUIPMENT WITH TWO SHEET METAL SEALING GRIP AND STRAIN IIIII SCREWS. RELIEF 4. PROVIDE A NAMEPLATE FOR EVERY MAJOR ELECTRICAL DEVICE OR SPARE KELLEMS OR WOODHEAD T2 STANDARD DUTY CABLE SPARE ELECTRICAL CONTROLS SUCH AS: SWITCH BOARDS, DISTRIBUTION PANELS, PANELBOARDS, LIGHTING CONTROL PANELS, STARTERS, DISCONNECT SWITCHES, ETC. (AS APPLICABLE). 5. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER DESCRIPTION. 6. EQUIPMENT DESIGNATION SHOULD INDICATE NAME OF PANELBOARD OR TYPE OF EQUIPMENT BE SERVED (I.E. "PANEL LPA", "PUMP CWP -1"). SUPPORT GRIP. WHITE 4" HIGH BY 4" WIDE BY TYPE "SO" CORD, #12/2 WITH 3-1/8" DEEP RUBBER OUTLET GROUND. CORD SHALL BE WHIT BOX (DANIEL WOODHEAD NO. LENGTH AS DIRECTED. 3200 OR EQUAL) WITH TWO STRAIN RELIEF CORD CONNECTO NEMA 5-20R RECEPT. OR AS (HUBBELL OR T&B). NEEDED TO SUIT EQUIPMENT. VIII 0 F 0 W 0 l F SUPPORT GRIP. WHITE 4" HIGH BY 4" WIDE BY TYPE "SO" CORD, #12/2 WITH 3-1/8" DEEP RUBBER OUTLET GROUND. CORD SHALL BE WHIT BOX (DANIEL WOODHEAD NO. LENGTH AS DIRECTED. 3200 OR EQUAL) WITH TWO STRAIN RELIEF CORD CONNECTO NEMA 5-20R RECEPT. OR AS (HUBBELL OR T&B). NEEDED TO SUIT EQUIPMENT. VIII David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com of NN heaj BG/a/O9 DPr SEAL ii 1 Q,p,00 Lic G��O'OPY4S98 bSFO SU Ci 1021 's8 �% 8y, 7. SYSTEM VOLTAGE SHALL INDICATE VOLTAGE AND PHASE SUCH J AS: 208/12OV, 30, 208V,10, ETC. WHITE 4" HIGH BY 4" WIDE BY 8. THE THIRD LINE OF TEXT SHALL INDICATE UPSTREAM POWER LIGHTING CIRCUIT NOTE: SOURCE IDENTIFIED BY ITS NAME, SUCH AS "TRANSFORMER POWER CIRCUIT INSTALL ALL OUTLETS WITH T1", PANEL "LPA", ETC. BOTTOM 6" ABOVE TOP OF EQUIPMENT SERVED. 0 NOTE: A. TIMECLOCK SHALL BE FORK DIGITAL SERIES MODEL EW101 OR APPROVED EQUAL. 2 HOUR TIMED B. CONTACTORS SHALL BE ELECTRICALLY HELD SQUARE D MODEL 8903 WITH POLE QUANTITIES AS INDICATED. OVERRIDE SWITCH \ (VERIFY LOCATON) I O \\\\ INSTALL IN NEMA 1 ENCLOSURE. ( Cl, CLOSES ES C. PHOTOCELL SHALL BE TORN MODEL 2001WITH 1/2" STEM AND SWIVEL. AND T1 Cl IT M RW -1 SALES LTG RW -3 SALES LTG RW -5 PET WASH/SALES LTG RW -7 SALES LTG RW -9 SALES LTG SPARE SPARE SPARE SPARE T2 SPARE SPARE M G2 SPARE SPARE RWE-33 AQUARIUM LTG 120V, CRT. RWE-12 SPARE SPARE SPARE SPARE C3 PHOTOCELL MOUNTED ON�W-26 SIGNAGE ROOF WITH SENSOR RW -28 SIGNAGE FACING NORTH RW 30 SIGNAGE RW 32 SIGNAGE N David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com of NN heaj BG/a/O9 DPr SEAL ii 1 Q,p,00 Lic G��O'OPY4S98 bSFO SU Ci 1021 's8 �% 8y, 7. SYSTEM VOLTAGE SHALL INDICATE VOLTAGE AND PHASE SUCH J AS: 208/12OV, 30, 208V,10, ETC. WHITE 4" HIGH BY 4" WIDE BY 8. THE THIRD LINE OF TEXT SHALL INDICATE UPSTREAM POWER LIGHTING CIRCUIT NOTE: SOURCE IDENTIFIED BY ITS NAME, SUCH AS "TRANSFORMER POWER CIRCUIT INSTALL ALL OUTLETS WITH T1", PANEL "LPA", ETC. BOTTOM 6" ABOVE TOP OF EQUIPMENT SERVED. LIGHTING CIRCUIT POWER CIRCUIT 3-1/8" DEEP RUBBER CUTLER CONTROL PANEL CP -1 CONTROL DIAGRAM BOX (DANIEL WOODHEAD #3200 SCALE NONE OR EQUAL), COMPLETE WITH TW (2) NEMA 5-20R RECEPTACLE OR AS DIRECTED BY OWNER. � U � g 06 NAMEPLATE DETAIL SCALE: N.T.S. o UJ J o 05 DUPLEX OR QUAD RECEPTACLES ON DROP CORD SCALE: N.T.S. 04 LIGHTING CONTROL DIAGRAM SCALE: N.T.S. Q Co 00 O � U Lu O ui � 0 C/) v 0 U D LIE Lwow EXTERIOR INTERIOR & H O o EXISTING 200A FEEDER. 4#3/0, 1#6 � GND, IN 2" CONDUIT (ASSUMED). DATE ISSUE/REVISION 06-02-2021 BID PERMIT 1 1PERMIT 08-13-2021 COMMENTS EXTEND/MODIFY EXISTING 200A FEEDER (4#3/0, 1#6 GND, IN 2" CONDUIT ASSUMED) AS REQUIRED TO RELOCATED PANEL LOCATION. 1 EXISTING 200A, 120/208v-30 DISCONNECT. EXISTING FAULT CURRENT IS 7,150 PER EXISTING 4#z 1#6 GND, IN PLACARD DATED 02/22/2019. CALCULATIONS ON 1-1 /2" CONDUIT. SHEET E5.0 ARE APPROXIMATE. � EXISTING 200AS/125AF,_PP 277/480v-30 EXISTING EXISTING NEW SERVICE DISCONNECT. LABEL PANEL 'RWE' PANEL 'RW' PANEL 'SP' "PET SUPPLIES PLUS" 208Y/120V 208Y/120V 20BY/120V EXISTING 112.5kVAO 3#-4W 3(,-4W 3�-4W TRANSFORMER 225A 225A 100A MLO MLO MLO EXISTING METER SOCKET GOO EXISTING 200A, EXISTING 200A FEEDER. 4#3/0, 1#6 EXISTING PANELS Q 277/480v-30 GND, IN 2" CONDUIT (ASSUMED). TO BE RELOCATED LU DISCONNECT. CO w M SINGLE LINE POWER RISER DIAGRAM NOTES. Q°' (`' ♦\ 1. NEW PANEL 'SP' SHALL BE SAME MANUFACTURER AND KAIC AS EXISTING PANEL [F-- 0 w If RW ED 03 NOT USED 02 NOT USED 01 SINGLE LINE POWER RISER DIAGRAM SCALE: N.T.S. LU 0 F 0 LIGHTING CIRCUIT POWER CIRCUIT 3-1/8" DEEP RUBBER CUTLER CONTROL PANEL CP -1 CONTROL DIAGRAM BOX (DANIEL WOODHEAD #3200 SCALE NONE OR EQUAL), COMPLETE WITH TW (2) NEMA 5-20R RECEPTACLE OR AS DIRECTED BY OWNER. � U � g 06 NAMEPLATE DETAIL SCALE: N.T.S. o UJ J o 05 DUPLEX OR QUAD RECEPTACLES ON DROP CORD SCALE: N.T.S. 04 LIGHTING CONTROL DIAGRAM SCALE: N.T.S. Q Co 00 O � U Lu O ui � 0 C/) v 0 U D LIE Lwow EXTERIOR INTERIOR & H O o EXISTING 200A FEEDER. 4#3/0, 1#6 � GND, IN 2" CONDUIT (ASSUMED). DATE ISSUE/REVISION 06-02-2021 BID PERMIT 1 1PERMIT 08-13-2021 COMMENTS EXTEND/MODIFY EXISTING 200A FEEDER (4#3/0, 1#6 GND, IN 2" CONDUIT ASSUMED) AS REQUIRED TO RELOCATED PANEL LOCATION. 1 EXISTING 200A, 120/208v-30 DISCONNECT. EXISTING FAULT CURRENT IS 7,150 PER EXISTING 4#z 1#6 GND, IN PLACARD DATED 02/22/2019. CALCULATIONS ON 1-1 /2" CONDUIT. SHEET E5.0 ARE APPROXIMATE. � EXISTING 200AS/125AF,_PP 277/480v-30 EXISTING EXISTING NEW SERVICE DISCONNECT. LABEL PANEL 'RWE' PANEL 'RW' PANEL 'SP' "PET SUPPLIES PLUS" 208Y/120V 208Y/120V 20BY/120V EXISTING 112.5kVAO 3#-4W 3(,-4W 3�-4W TRANSFORMER 225A 225A 100A MLO MLO MLO EXISTING METER SOCKET GOO EXISTING 200A, EXISTING 200A FEEDER. 4#3/0, 1#6 EXISTING PANELS Q 277/480v-30 GND, IN 2" CONDUIT (ASSUMED). TO BE RELOCATED LU DISCONNECT. CO w M SINGLE LINE POWER RISER DIAGRAM NOTES. Q°' (`' ♦\ 1. NEW PANEL 'SP' SHALL BE SAME MANUFACTURER AND KAIC AS EXISTING PANEL [F-- 0 w If RW ED 03 NOT USED 02 NOT USED 01 SINGLE LINE POWER RISER DIAGRAM SCALE: N.T.S. LU GENERAL ELECTRICAL NOTES 1. THE ELECTRICAL CONTRACTOR SHALL VISIT AND EXAMINE CAREFULLY THE AREAS AFFECTED BYTHIS WORKTO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH THE DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THIS WORK. NO ADDITIONAL PAYMENTS WILL BE APPROVED REGARDING ADDITIONAL WORK REQUIRED BECAUSE OF EXISTING CONDITIONS. SUBMITTAL OF A BID WILL ACKNOWLEDGE THE ACCEPTANCE OF THIS RESPONSIBILITY. 2. WHERE STRUCTURAL OPENINGS ARE NOT AVAILABLE, THE CONTRACTOR SHALL CORE DRILL OR CUT AND CHASE WALLS AND FLOORS AS REQUIRED TO PERMIT PASSAGE OF CONDUITS AND RACEWAYS. AT COMPLETION OF INSTALLATIONS, CONTRACTOR SHALL FILL IN AND WATERPROOF OR FIREPROOF, TO RATING OF STRUCTURE PENETRATED. FILL ALL OPENINGS WITH MATERIALS AS DIRECTED BYTHE ARCHITECT AND FINISH TO MATCH SURROUNDING AREAS. ALL OPENINGS REQUIRED SHALL BE APPROVED BY THE ARCHITECT PRIOR TO DEMOLITION OR CORE DRILLING. 3. PROVIDE AN ACCURATE, TYPED PANELBOARD SCHEDULE AND INSTALL IT ON THE INSIDE COVER OF EACH PANEL. 4. AFTER DEMOLITION IS COMPLETE, ANY RECESSED ABANDONED ELECTRICAL BACKBOX MAYBE REUSED FOR NEW DEVICE INSTALLATION AS APPLICATION PERMITS. PROVIDE A NEW COVERPLATE THAT MATCHES THE SIZE OF THE BACKBOX AND THE CONFIGURATION OF THE DEVICE(S) INSTALLED THEREIN. EXISTING DEVICES, WIRING, OR COVERPLATES WILL NOT BE PERMITTED TO BE REUSED. 5. AFTER CONSTRUCTION IS COMPLETE, PROVIDE A NEW BLANK COVERPLATE OVER ALL UNUSED BACKBOXES ABANDONED IN PLACE. 6. ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR SHAFTS SHALL BE SEALED IN ACCORDANCE WITH SPECIFICATIONS. 7. ROUTING OF ALL SURFACE MOUNTED/EXPOSED CONDUIT IN UNFINISHED AREAS (OR WHERE NOTED ON THE DRAWINGS) SHALL BE COORDINATED WITH, AND SHALL BE APPROVED BYTHE ARCHITECT PRIOR TO INSTALLATION. 8. FIELD VERIFY EXACT LOCATION OF EQUIPMENT WITH ASSOCIATED EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. EXACT ELECTRICAL REQUIREMENTS SHALL BE VERIFIED IN THE FIELD WITH THE EQUIPMENT'S NAMEPLATE DATA. E.C. SHALL MAKE APPROPRIATE ADJUSTMENTS TO ASSOCIATED BREAKERS/DISCONNECT SWITCHES, BRANCH CIRCUIT WIRING, AND SIZE FUSES PER MANUFACTURER'S RECOMMENDATIONS. 9. ALL WIRING SHALL BE INSTALLED IN CONDUIT. ALL CONDUIT SHALL BEA MINIMUM OF 3/4". 10. CIRCUITS SHALL BE REARRANGED AS REQUIRED TO MAINTAIN THE MOST BALANCED LOADS ON EACH PHASE WITHIN EACH PANEL. E.C. SHALL PROVIDE A TYPED PANELBOARD SCHEDULE AND INSTALL IT ON INSIDE COVER OF EACH PANEL. 11. ANY DEVICES THAT ARE TO BE INSTALLED BACK-TO-BACK IN A COMMON WALL SHALL BE SEPARATED BY 8" MINIMUM TO MINIMIZE SOUND TRANSFER. 12. DRAWINGS ARE DIAGRAMATIC AND INDICATE GENERAL ARRANGEMENT ONLY. COORDINATE INSTALLATION WITH OTHER TRADES TO VERIFYTH E ACTUAL SPACE CONDITIONS, HEADROOM, ETC. THAT IS TO BE MAINTAINED. NO ADDITIONAL PAYMENT WILL BE APPROVED FOR FAILURE TO COMPLY. 13. BRANCH CIRCUITS SERVING ISOLATED GROUND RECEPTACLES SHALL INCLUDE AN ADDITIONAL ISOLATED GROUNDING CONDUCTOR FROM THE RECEPTACLE AND WILL TERMINATE ON THE ISOLATED/INSULATED GROUND BAR IN PANEL SERVING THEM. 14. COORDINATE ALL LOCATIONS OF FLOOR BOXES, RECEPTACLES, AND OTHER DEVICE BACKBOXES WITH CASEWORK AND FURNITURE LAYOUTS. REFERTOTHE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND FIELD VERIFY EXACT LOCATIONS AND CONDUIT ROUTING METHODS WITH ARCHITECT PRIOR TO ROUGH -IN. 15. WIRE SIZE OF BRANCH CIRCUITS SHALL BE ADJUSTED TO COMPENSATE FOR VOLTAGE DROP BASED UPON ACTUAL CONDUIT ROUTING. E.C. SHALL MAINTAIN VOLTAGE DROP AS RECOMMENDED BY NEC(NOTTO EXCEED 3%). MINIMUMCIRCUIT SIZE SHALL BE 2#12, 1#12G. 16. E.C. SHALL PROVIDE 3/4" MINIMUM EMPTY CONDUIT WITH PULLWIRE FOR CONTROL WIRING BETWEEN HVAC EQUIPMENTAND REMOTE LOCATED CONTROL PANELS. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 17. ALL BRANCH CIRCUITS SHALL BE PROVIDED WITH A SEPARATE NEUTRAL CONDUCTOR. NEUTRALS SHALL NOT BE SHARED PER 2011 NEC 210.4 (B). 18. ALL AREAS THAT HAVE TOGGLE -TYPE LIGHT SWITCHES AND RECEPTACLES MOUNTED BESIDE DOOR OPENINGS AT 46" TO CENTERLINE MAY BE FURNISHED WITH ACOMMON BACKBOX AND A COMMON FACEPLATE. 19. E.C. SHALL COORDINATE WITH THE FOLLOWING PRIOR TO ROUGH -IN: PET SUPPLIES PLUS EQUIPMENT VENDORS AND LIGHTING FIXTURE NATIONAL ACCOUNT REPRESENTATIVE, MECHANICAL/PLUMBING CONTRACTOR AND MECHANICAL/PLUMBING DRAWINGS. E.C. SHALL PROVIDE ALL EQUIPMENT, DEVICES, WIRINGAND CONDUITS AS SHOWN OR IMPLIED ON THE CONTRACT DOCUMENTS AND SPECIFICATIONS. 20. E.C. SHALL CONNECT CORD AND PLUG COMPONENTS SHIPPED LOOSE WITH ANY EQUIPMENT FURNISHED BYOTHER TRADES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 21. THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFYALL EXISTING CONDITIONS TO FULLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO BID. NO ADDITIONAL CONSIDERATIONS WILL BE ALLOWED AFTER THE BID. 22. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SWITCH, FUSE, CONDUCTOR, CIRCUIT BREAKER SIZES, KAIC RATINGS, ETC., FOR CODE COMPLIANCE. NOTIFY ENGINEER OF ANYAND ALL DISCREPANCIES PRIOR TO BID. 237HE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL INDICATED EQUIPMENT TO CODE COMPLIANT CLEARANCES. PROVIDE SUBMITTALSAS INDICATED IN SPECIFICATIONS TO PROPERLY COORDINATE PHYSICAL LOCATIONS OF NEW AND/OR EXISTING EQUIPMENT. REFER TO ELECTRICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND COMPLETE CONTRACTUAL OBLIGATIONS. ELECTRICAL SYMBOLS $ 20A -120/277V SINGLE POLETOGGLE SWITCH, HUBBELL,TYPE CS1221 EQUIPMENT DESCRIPTION $3 20A -120/277V THREE WAY TOGGLE SWITCH, HUBBELL, TYPE CS1223 PRINTER/ MULTIFUNCTION UNIT c 'O5 20A -120V PIR(PASSIVE INFRARED)OCCUPANCY SENSORMNLL SWITCH, MOUNTED AT 48 -AFF, WATTSTOPPER CATH -200. USE IN SMALL ROOMS 10k10' NA( WITHOUT OBSTRUCTIONS. DIGITAL AMPLIFIER $T CASH WRAP TIMER. REFER TO FLOORPLANS FOR DESCRIPTION. MUSIC CONTROLLER ,yL yy 20A-125 V DUPLEX RECEPTACLE, HUBBELL, TYPE CR5362 OR EQUIVALENT. CPU (REQUIRES LG.) ODA SAME AS6EXCEPT WITH INTEGRAL "GFI" PROTECTION, HUBBELL TYPE GFR5352 UPS (BATTERY BACKUP) 1 SAME ASOEXCEPT 2 DUPLEX RECEPTACLES MOUNTED IN 2 -GANG BOX WITH SEE POWER PLANS 1 SINGLE COVERPLATE SEE POWER PLANS CONDUIT SYSTEM. MODEM OR PANEL PANEL OW SAME AS EXCEPT WITH WEATHERPROOF WHILE -IN -USE HIGH IMPACT POLYCARBONATE - NON-METALLIC HINGED COVER. HUBBELL #WP26MP(COVER CATEGORY 6 STUBBED INTO WALL TO ALLOW g ONLY). ORDER DEVICE SEPARATE. CALCULATOR µ, 610 SAME AS&NITH ISOLATED GROUND, HUBBELL TYPE IG5362. PHONE ® SAME AS60NLY SURFACE MOUNTED. ® SPECIAL NEMA TYPE RECEPTACLE, CONFIGURATION AS INDICATED ON PLANS BASE (RECHARGING STATION) HAND HELD UNIT EMPLOYEE TIMECLOCK 4" SQ. x 2-1/8" DEEP BOX WITH PLASTER RING TO MATCH DEVICE FOR TELEPHONE .4w AND/OR DATA OUTLET- STUB 3/4" CONDUIT INTO ACCESSIBLE CEILING SPACE. PROVIDE PLASTIC BUSHING ON EACH END OF CONDUIT. PROVIDE BLANK COVER IF NOT USED BY OWNER. W= DENOTES MOUNTED AT WALL PHONE HEIGHT - 46" BASE (RECHARGING STATION) HAND HELD UNIT COVERS CONNECTION LOCATION. DATA A.F.F. AUTO DEPOSIT UNIT a 4.'SQ. x 2-1/8" DEEP BOX WITH PLASTER RING TO MATCH DEVICE FOR 0 TERMINATES AT PATCH PANEL ON PHONE TELEPHONE/DATA OUTLET - STUB 1" CONDUIT INTO ACCESSIBLE CEILING SPACE. NOTED. "NF" DENOTES NON -FUSIBLE -MOUNTED AT EQUIPMENT. "WP" DENOTES 0 PROVIDE PLASTIC BUSHING ON EACH END OF CONDUIT. PROVIDE BLANK COVER PRINTER -AUTO DEPOSIT UNIT IF NOT USED BY OWNER. INSTALL DEVICE AT 18" AFF TO CENTERLINE OF DEVICE. BOARD. WTA110771 ELECTRICAL EQUIPMENT POWER AND COMMUNICATIONS CABLING & TERMINATION REQUIREMENTS MATRIX MANUFACTURER QTY. LOCATION OF DEVICE(S) POWER WIRING COMMUNICATIONS CABLING CATEGORY 6. REFER TO SPECIFICATIONS SECTION 17050. NONE CATEGORY 6. REFER TO SPECIFICATIONS SECTION 17050. PASO -MUZAK MUZAK BRINKS BRINKS 1 1 OFFICE, BELOW COUNTER I SEE POWER PLANS 1 1 OFFICE, BELOW COUNTER I SEE POWER PLANS 1 1 OFFICE, BELOW COUNTER I SEE POWER PLANS 1 PHONE BOARD SEE POWER PLANS 1 OFFICE, BELOW COUNTER & PHONE BOARD SEE POWER PLANS 1 PHONE BOARD SEE POWER PLANS 1 1 OFFICE, BELOW COUNTER I SEE POWER PLANS 1 1 VARIOUS 10107210 2 1 OFFICE, BELOW COUNTER I SEE POWER PLANS 2 1 OFFICE, BELOW COUNTER I SEE POWER PLANS 1 1 OFFICE, BELOW COUNTER I SEE POWER PLANS 1 I OFFICE, BELOW COUNTER I SEE POWER PLANS 1 PHONE BOARD SEE POWER PLANS jPPL 010101= CATEGORY 6. REFER TO SPECIFICATIONS SECTION 17050. CATEGORY 6. REFER TO SPECIFICATIONS SECTION 17050. CATEGORY 6. REFER TO SPECIFICATIONS SECTION 17050. CATEGORY 6. REFER TO SPECIFICATIONS SECTION 17050. NONE CATEGORY 6. REFER TO SPECIFICATIONS SECTION 17050. NONE CATEGORY 6. REFER TO SPECIFICATIONS SECTION 17050. OR IN WALL AND EXPOSED IN UNFINISHED AREAS. PROVIDE WIRING AND SIZE CONDUIT AS NOTED FOR HOMERUN SYMBOL ABOVE -- 3/4" CONDUIT MINIMUM. ^ CONDUIT RUN IN OR BELOW FLOOR SLABS- MAINTAIN 2" MINIMUM CONCRETE COVER ABOVE CONDUIT PROVIDE WIRING AND SIZE CONDUIT AS NOTED FOR HOMERUN SYMBOL ABOVE-- 3/4" CONDUIT MINIMUM. © CONTACTOR- AMPACITY AND POLES AS NOTED WITH NEMA I ENCLOSURE Q PUSHBUTTON FOR DOOR BELL, EDWARDS #630L ® DOOR CHIME MOUNTED AT 12" BELOW FINISHED CEILING, EDWARDS #C211 ® DOORBELL TRANSFORMER MOUNTED ABOVE CEILING OR ON WALL, EDWARDS #590 FIRE ALARM SPEAKERA/ISUAL DEVICE - WALL MOUNTED PER ADA REQUIREM EI 9V FIRE ALARM VISUAL DEVICE - WALL MOUNTED. FIRE ALARM SMOKE DETECTOR m FIRE ALARM MANUAL PULL STATION - MOUNTED 48" A.F.F. Q FIRE ALARM ANNUNCIATOR PANEL, FLUSH MOUNTED �r FIRE ALARM CONTROL PANEL SECURITY SYSTEM SYMBOLS SYMBOL DESCRIPTION ® PUBLIC VIEW MONITOR WITH CAMERA ® NETWORK VIDEO RECORDER (NVR) AND SECURITY VIEWING MONITOR IPA STANDARD CAMERA ® RELOCATABLE CAMERA STANDARD JUNCTION BOX SIZED PER N.E.C. AND SUPPORTED INDEPENDENT OF 24V101118' 1RIPP LITE ® CONDUIT SYSTEM. OR PANEL PANEL SWAR SEE POWER PLANS CATEGORY 6 STUBBED INTO WALL TO ALLOW g kjj�jjjjlmllllgK 1011E RIEYVIDW ®m CONNECTION FROM BEHIND, TIMECLOCK TLe � 801010 HEAVY-DUTY 3 POLE FUSIBLE DISCONNECT SWITCH W/FUSETRONS SIZED AS EMPLOYEE TIMECLOCK 00 O 1 BACK ROOM WALL MOUNTE COVERS CONNECTION LOCATION. DATA 1-1 11• NOTED OR AT 125% OF ACTUAL MOTOR NAMEPLATE RATING -SWITCH SIZE AS Lu 0 TERMINATES AT PATCH PANEL ON PHONE NOTED. "NF" DENOTES NON -FUSIBLE -MOUNTED AT EQUIPMENT. "WP" DENOTES 0 C 0 BOARD. Q WEATHERPROOF -MOUNTED AT EQUIPMENT. 00/000 = DISCONNECT SIZE / FUSE CASH WRAP (REQUIRES I.G. & >w >w CATEGORY 6 FOR PHONE AND DATA OUTLET(S). > SIZE = MOUNTED AT EQUIPMENT. GENERAL PURPOSE CIRCUIT) COZIER 1 AT SALES COUNTERS SEE POWER PLANS REFER TO SPECIFICATIONS SECTION 17050. ?� MOTOR CONNECTION AS NOTED- CONNECT WITH FLEXIBLE OR SEALTIGHT �C CONDUIT VARIOUS LOCATIONS, CONVENIENCE RECEPTACLES 1 ABOVE GROMMETTED SEE POWER PLANS NONE ® THERMOSTAT CONNECTION, THERMOSTAT PROVIDED BY OTHERS, WIRED & INSTALLED BY E.C. COUNTERS. SYMBOL LEGEND GENERAL NOTES: 1. ALL TOGGLE SWITCH ES ARE TO BE FLUSH MOUNTED AT 48" A.F.F. TO CENTERLINE OF BOX AND BE PROVIDED WITH A THERMOSPLASTIC COVER PLATE TO MATCH DEVICE UNLESS OTHERWISE SPECIFIED. COLOR OF DEVICE TO BE SELECTED BYARCHITECT. COMPLY WITH CURRENT ADA REQUIREMENTS. ® TIM ECLOCK, TORK#W200L WITH CARRY OVER OR EQUAL 120/208V- 3 PHASE -4 WIRE ELECTRICAL BRANCH CIRCUIT PANEL HOM ERUN ROUTED CONCEALED IN FINISHED AREAS AND ROUTED EXPOSED IN 2. ALL RECEPTACLES, TELEPHONE, ETC. ARE TO BE FLUSH MOUNTED AT 18" A.F.F. TO CENTERLINE AND BE PROVIDED WITH ATH ERMOPLASTIC COVER PLATE TO MATCH THE UNFINISHED AREAS. DESIGNATION INDICATES HOMERUN TO PANEL'A' DEVICE UNLESS OTHERWISE SPECIFIED. COLOR OF THE DEVICE TO BE SELECTED BYARCHITECT. ALL BACKTO BACK DEVICES TO BE OFFSET HORIZONTALLY6" MINIMUM. INDICATING CIRCUIT NUMBER(S)- ALL WIIRNG SHALL BE#12 WITH GROUND WIRE UON (INCREASE TO #10 FOR CIRCUITS OVER 75 FT.) - ALL HOMERUNS SHALL BE COMPLYWITH CURRENT ADA REQUIREMENTS. 3. THE EXACT LOCATION AND MOUNTING HEIGHT OF ALL SWITCHES, OUTLETS, ETC. ARE TO BE CONFIRMED WITH ARCHITECTURAL ELEVATIONS AND OWNER PRIOR TO ROUGH -IN. CONNECTED TO A 20 AMPERE, 1 POLE CIRCUIT BREAKER UON - QUANTITY OF IF LOCATIONS AND MOUNTING HEIGHTARE NOT SHOWN, REQUEST LOCATIONS PRIOR TO ROUGH -IN. CONFIRM EQUIPMENT OUTLET LOCATIONS WITH EQUIPMENT CONDUCTORS AS NECESSARY TO ACCOMMODATE CIRCUITS AND CONTROL REQUIREMENTS. COMPLYWITH ADA REQUIREMENTS. INDICATED. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE QUANTITY 4. SWITCHES AND DEVICES SHALL BE SPECIFICATION GRADE AND SHALL BE MANUFACTURED BY HU BBELL, LEVITON, OR P & S. OF WIRES WITHIN EACH HOMERUN -- 3/4" CONDUIT MINIMUM. ANY HOMERUN 5. NO ITEMS ARE TO BE SCALED OFF THE ELECTRICAL DRAWINGS. ALL DIMENSIONS SHOWN MUST BE VERIFIED PRIOR TO ROUGH -IN. REFER TO ARCH ITECTURAL DRAWINGS FOR THAT SERVES AN ISOLATED GROUND RECEPTACLE SHALL BE PROVIDED AN CRITICAL ROUGH -IN DIMENSIONS. ISOLATED GROUND (SIZED TO MATCH THE EQUIPMENT GROUND) IN ADDITION TO AN EQUIPMENT GROUND. OR IN WALL AND EXPOSED IN UNFINISHED AREAS. PROVIDE WIRING AND SIZE CONDUIT AS NOTED FOR HOMERUN SYMBOL ABOVE -- 3/4" CONDUIT MINIMUM. ^ CONDUIT RUN IN OR BELOW FLOOR SLABS- MAINTAIN 2" MINIMUM CONCRETE COVER ABOVE CONDUIT PROVIDE WIRING AND SIZE CONDUIT AS NOTED FOR HOMERUN SYMBOL ABOVE-- 3/4" CONDUIT MINIMUM. © CONTACTOR- AMPACITY AND POLES AS NOTED WITH NEMA I ENCLOSURE Q PUSHBUTTON FOR DOOR BELL, EDWARDS #630L ® DOOR CHIME MOUNTED AT 12" BELOW FINISHED CEILING, EDWARDS #C211 ® DOORBELL TRANSFORMER MOUNTED ABOVE CEILING OR ON WALL, EDWARDS #590 FIRE ALARM SPEAKERA/ISUAL DEVICE - WALL MOUNTED PER ADA REQUIREM EI 9V FIRE ALARM VISUAL DEVICE - WALL MOUNTED. FIRE ALARM SMOKE DETECTOR m FIRE ALARM MANUAL PULL STATION - MOUNTED 48" A.F.F. Q FIRE ALARM ANNUNCIATOR PANEL, FLUSH MOUNTED �r FIRE ALARM CONTROL PANEL SECURITY SYSTEM SYMBOLS SYMBOL DESCRIPTION ® PUBLIC VIEW MONITOR WITH CAMERA ® NETWORK VIDEO RECORDER (NVR) AND SECURITY VIEWING MONITOR IPA STANDARD CAMERA ® RELOCATABLE CAMERA 01 (TELE. BOARD ELEVATION (SCALE: 1/4"=1 RP ((ODEA 24V101118' 1RIPP LITE SRROR RACK OR PANEL PANEL SWAR PACP �, C� g kjj�jjjjlmllllgK 1011E RIEYVIDW ®m NOOO Rim TLe � 801010 01 (TELE. BOARD ELEVATION (SCALE: 1/4"=1 , ,/2"L 5'-0 1/2" L ,0'-4 1/0" 5'-2 3/4" L 02 I FISH TANK/LIVE POWER ELEVATION SCALE: N.T.S. David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W heatR. eGiia g`oc I mg DN`... SEAL Lu U C� g kjj�jjjjlmllllgK Y >O m m Q ~ 00 O Lu 0 Lu V 0 , ,/2"L 5'-0 1/2" L ,0'-4 1/0" 5'-2 3/4" L 02 I FISH TANK/LIVE POWER ELEVATION SCALE: N.T.S. David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com ok W heatR. eGiia g`oc I mg DN`... SEAL DATE ISSUE/REVISION 06-02-2021 1 BID PERMIT W 0 LU W U U U W W It w m z C7 z 0 Lu U C� g Y >O m m Q ~ 00 O Lu 0 Lu V 0 C 0 Q Oof >w >w > coy,)) DATE ISSUE/REVISION 06-02-2021 1 BID PERMIT W 0 LU W U U U W W It w m z C7 z 0 IN PANEL DATA LOAD SUMMARY EXISTING CIRCUIT BREAKER PANEL SCHEDULE KWC EXISTING CIRCUIT BREAKER PANEL SCHEDULE KWD RW VOLTAGE NAME: 1.z5 RWE KW Phase B: VOLTAGE: 208/12OV-3G-4W Q 0.0 o.ss ILLS& 225 AMP ITYPE SQUARE D NQOD442L225CU E2 140 OUNTING: SURFACE NOTE CKT LOCATION: BACKROOM $ AIN LUG ONLY WD: 66.9 DESCRIPTION CKT OTE OTE CKT DESCRIPTION 2W1 LTG REC FSEQ HVAC MISC CIB PH CB MISC HVAC FSEQ REC LTG DESCRIPTION CKT 40TE N 1 STING RTU -3 OWER JACK 4 2.95 35/3 A Sets 2Wi C SPARE 2 ELECOM RECEPTACLE - 3 ALES LIGHTING 0.65 2Wt 2.95 - B - HONEBOARD RECEPTACLE 8 9 4 0.65 2W1 5 2o/1 0.38 B HONEBOARD RECEPTACLE 2s5 C MERGENCYINIGHT LIGHTING 1.30 291 C 6 C E 7 ISTING RTU -2 CKOF HOUSE LIGHTING/EF-1 0.69 5.55 SW3 A 20/1 080 NATER HEATER B FUTUREWH 8 ASH VVRAP(IG) - 9 B 302 5.55 - B 20/1 ASH WRAP(IG) 0.54 ROOFTOP UTILITY RECEPTACLES 10 - - 11 18 - 19 ASH WRAP(IG) 5.55 - C 20/1 0.20 CP 12 21 E 13 E4STING RTU -1 B 20/1 5.55 wG A 302 2.m ET WASH DRYER 3TACKWASHEWDRYER 14 N,G - 15 PARE 24 26 5.55 B 0.80 2W1 2.m 2W1 1.00 16 - - 17 090 2Wt B 5.55 - C 20M O66 29 REEZER 18 0.80 2W1 C 19 AUST FAN EF -2 XTERIOR SIGNAGE 30 0,70 2011 A 20/1 0.88 A REEZER 20 XTERIOR SKINAGE 32 21 JNIT HEATER UH -1 1.20 2Wi 1.20 2011 B 20M 1.30 34 N,G ELI FRESH FREEZER 22 N 23 BANDDRYER 1.50 2011 C 2011 0.86 7REEZER 24 N 25 RESTROOM RECEPTACLE 0.18 2011 A 2011 0.34 AG MACHINE 26 N 27 NQUANIUMRECEETACuE L% 2(111 B 20M 0.36 WTO DEPOSIT5AFE 28 N N 29 kOUARIUMRECEPTACLE 1.58 2011 C 2011 0.36 ECURITY MONITOR REC. 30 N N 31 kOUARIUMRECEPTACLE 1.56 2011 A 20/1 0.36 PUADRKSTATION DOCK (IG) 32 N N.O,G 33 OUARIUM LIGHTING em 20/1 B 20/1 0.36 PSPOWER SURGE 34 N N 35 RICKETFREEZERREC. 1.20 20/1 C 20/1 036 USICIDVDSECURITY 36 N N 37 TILE DISPLAY REC. 1.08 2(111 A 20M 036 INTERIFAXBLDEBIRD DOCK 38 N N 39 MALLANIMAL RECEPTACLE 0.38 20M B 20/1 0.36 NOCAP POWER DROP 40 N N 41 MALLANIMALRECEPTACLE 03fi 20M C 20/1 0.30 UTO DOOR POWER 42 N TDTAL$(KW) 0.72 9.8fi 000 44.05 4.50 PX 052 0.00 0.00 34fi o.Do TOTALS (KW) NOTES: E- EXISTING LOAD, N - NEW G RCUIT BREAKER G - GFCI, C - ROUTE THRU LIGHTING CONTACTOR IN PANEL DATA LOAD SUMMARY EXISTING CIRCUIT BREAKER PANEL SCHEDULE KWC OF KWD RW VOLTAGE 0.7 1.z5 0.9 KW Phase B: 7.9 NEC 7.9 Q 0.0 o.ss 0.0 :FZEC C 44.1 i.m 44.1 C14.0 i.m 140 AL 66.7 NOTE CKT 66.9 $ 185.2A CIH MISC HVAC FSEQ REC 185.7A DESCRIPTION IN PANEL DATA TO=p7F EXISTING CIRCUIT BREAKER PANEL SCHEDULE KWC KW Phase A: z RW VOLTAGE 208/12OV-30-401 P141 N13 KW Phase B: z MOUNTING: SURFACE LOCATION BACKROOM MAIN LUG ONLY z 37.2 34.2 NOTE CKT DESCRIPTION ANEL DATA LOAD SUMMARY EXISTING CIRCUIT BREAKER PANEL SCHEDULE KWC DF NAME: RW VOLTAGE 208/12OV-30-401 1.25 BUSS: 225 AMP PE: SQUARE D NQOD442L225 E2 MOUNTING: SURFACE LOCATION BACKROOM 0.1 MAIN LUG ONLY WD: 37.2 34.2 NOTE CKT DESCRIPTION LTG REC FSEQ HVAC MISC CS PH CIH MISC HVAC FSEQ REC LTG DESCRIPTION CKT OTE 1 ALES LIGHTING 0.97 2W1 A 20/1 126 HOWNBNDOWRECEPTACLES 2 3 ALES LIGHTING 0.94 2Wi B 20/1 eW B OWER JACK 4 5 ET WASH/SALES LIGHTING 1.62 2Wi C 2W1 0.36 C ELECOM RECEPTACLE 6 7 ALES LIGHTING 0.65 2Wt A 2011 0.38 A HONEBOARD RECEPTACLE 8 9 ALES LIGHTING 0.65 2W1 B 2o/1 0.38 B HONEBOARD RECEPTACLE 10 11 MERGENCYINIGHT LIGHTING 1.30 291 C 402 C PARE 12 13 CKOF HOUSE LIGHTING/EF-1 0.69 0.10 2W1 A - 14 - 15 ASH VVRAP(IG) D.35 2Wi B 302 PARE 16 17 ASH WRAP(IG) 0.36 2W1 C - 18 - 19 ASH WRAP(IG) 0.38 2W1 A 2011 1.50 ORKUFT/TOWMOTOR REC 20 21 ASH WRAP (IG) 036 2011 B 20/1 PARE 22 23 ET WASH DRYER 090 2Wi C 20/1 PARE 24 26 ET WASH DRYER 0.80 2W1 A 2W1 1.00 XTERIORSIGNAGE 26 27 ET WASH DRYER 090 2Wt B 20/1 1.00 XTERIORSIGNAGE 28 29 AKERY CASE 0.80 2W1 C 2W1 1.00 XTERIOR SIGNAGE 30 31 ALES AREA RECEPTACLES 072 2Wt A 20/1 1.00 XTERIOR SKINAGE 32 33 LOWDRYER 1.20 2Wi B 25/1 1.20 ETTUBDRYERRECEPTACLE 34 N,G ANEL DATA LOAD SUMMARY LTG KWC DF KWD 5.6 LTG 12.1 1.25 15.1 2.0 0.0 0.0 6.4 REC 5.9 NEC 5.9 FSEQ 0.0 0.65 0.0 HVAC 0.1 1.00 0.1 MISC 16.1 1.m 16.1 TOTAL 34.2 5.3 37.2 OTE CKT JAMPS 95.0A FSEQ HVAC MISC Go 103AA CIH MISC HVACFREC ANEL DATA TOTAL LTG REC FSEG HVAC MISC W Phase A: 123 5.6 2.9 0.0 0.1 3.7 W Phase B: 11.0 26 2.0 0.0 0.0 6.4 W Phase C. 11.0 3.9 1.1 0.0 D.o 6 0 NOTES: E -EXISTING LOAD, N - NEW CIRCUIT BREAKER G - GFG, C -ROUTE THRU LIGHTING CONTACTOR TOTALS ANEL DATA LOAD SUMMARY CIRCUIT BREAKER PANEL SCHEDULE KWC OF KWD NAME: SP VOLTAGE 208/12OV-30AW 0.1 BUSS: 100AMP AIC. 10 FSEQ 0.0 0.65 MOUNTING : SURFACE LOCATION: BACKROOM 2.5 MAIN LUG ONLY WD. 5.3 5.3 OTE CKT DESCRIPTION LTG REC FSEQ HVAC MISC Go PH CIH MISC HVACFREC LTG DESCRIPRON CKT DTE 1 ROOMING RECEPTACLE 0.36 2W1 A 20/1 0.72 wO>w LL NESS RECEPTACLES 2 3 ROOMING RECEPTACLE 0.36 2VI B 20/1 1.50 INIFRIDGE, CROWAVE 4 5 ROOMING RECEPTACLE 0.36 2Wt C 20/1 D.m NIMALFREEZER 6 7 ROOMING RECEPTACLE 0.36 2011 A 20/1 020 MPLOYEETIMECLOCK 8 9 ROOMING RECEPTACLES 0.54 2Wi B 20/1 PARE 10 11 ERIOR WALL PACK 0.10 2W7 C 20/1 PARE 12 TOTALS ANEL DATA LOAD SUMMARY LTG KWC OF KWD 0.0 LTG 0.1 1.25 0.1 0.9 0.0 0.0 1.5 REC 2.7 NEC 2.7 FSEQ 0.0 0.65 0.0 HVAC 0.0 i.m 0.0 MISC 2.5 i.m 2.5 TOTAL 5.3 Y 5.3 0 JAMPS 14.7A Q 148A 00 O TOTALS ANEL DATA TOTAL LTG REC FSEQ HVAC MISC W Phase A: 1.6 0.0 1.4 0.0 0.0 0.2 W Phase B: 2.4 0.0 0.9 0.0 0.0 1.5 W Phase C. 13 Ot 0.4 0.0 0.0 0.a NOTES: G - GFCI, C - ROUTE THRU LIGHTING CONTACTOR PANEL SCHEDULE GENERAL NOTES: 1. PROVIDE HANDLE TIE ON ALL MULTIWIRE BRANCH CIRCUITS. 2. ALL SPARE CIRCUIT BREAKERS SHALL BE LEFT IN THE "OFF" POSITION. ,3. NEW PANEL 'SP' SHALL BE SAME MANUFACTURER AND KAIC AS EXISTING PANEL David Ports Architect inc 8223 BRECKSVILLE RD SUITE 3 BRECKSVILLE, OHIO 44141 P. 440.526.6978 portsarchitects.com OX W hearR. C /M9 SEAL DATE ISSUE/REVISION 06-02-2021 BID PERMIT 08-13-2021 �P,Ewmi T� 1n W J 0 0 W O U W 1n 1n LU z aQ u, QQ m U LU y � z O z_ W 0 � W Q ❑ IV��LJ) Lu � g Y > m 0 Q � 00 O � � U wO>w V 0 � 0 Q O >LUJ w M >w > DATE ISSUE/REVISION 06-02-2021 BID PERMIT 08-13-2021 �P,Ewmi T� 1n W J 0 0 W O U W 1n 1n LU z aQ u, QQ m U LU y � z O z_ W 0 � W Q ❑ Permit Application - Print Preview Address AddrStreaL 3900 Wedsvmdh BouleveM Cltyi Wheat Ridge CO Zip Code: won Last Name: Vlsconsi Business Name: Phillip Edison Phone: (513)338-2761 Phone AH: Interior renovation for mi store Cell Phone: Pet Supplies Plus Fu: WORK INCLUDES: Addr. 720 S. Colorado Blvd. Bulb: INTERIOR DOORS Clty/Stme Denver CO Zip Code: W246 Email: mviscordiQphillipedis occupant Building: Occupant: Building Shell Suite: Property Use Type: Commercial Job Type: 2 Existing Buildir lTenant Improvement Sq Ft: 5,125.00 Cost: $400,000.00 Deals: Interior renovation for mi store Pet Supplies Plus WORK INCLUDES: INTERIOR WALLS, CEILING, FINISHES INTERIOR DOORS PLUMBING HVAC ELECTRICAL POWER AND LIGHTING RETAIL DISPLAY FIXTURES AND RACKING NEW OVERHEAD RECEIVING DOOR IN NEW MASONRY OPENING MODIFY MISTING STOREFRONT TO RECEIVE NEW AUTOMATIC BI -PART ENTRY DOOR Comments: 61 021 10:59:52 AM -1) Your West Metro Fire Pill Application is mostly blank. Please complete the application, save to your system lowllya, then upload to the returned appliradon.2) There ere also a number of unity at this properly address. Please provide the suite number either on the West Metro Application or create the occupant in the returned! application. Pill make those 2 corrections and resubmit your request. Note: Application returned ... see Return Notes section above A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _V 2ttl, LCE M�M Inspection Type:..? Job Address: C. (F Permit Number:_ Mal ❑ No one available for inspection: Tir�e�'-M/PM Re -Inspection required: Yes CN-` When corrections have been made, schedule for re -inspection online at: httpY www. ci. wheatrri�idge. co. uslinspectio Dt3.2�E<;& Inspect DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Electric PERMIT - 202000452 PERMIT N0: 202000452 ISSUED: 02/28/2020 JOB ADDRESS: 3830 Wadsworth Blvd EXPIRES: 02/27/2021 JOB DESCRIPTION: Meter release for utility. *** CONTACTS *** OWNER (303)291-0111 WHEAT RIDGE STATION LLC SUB (720)470-1402 JOSHUA SODERBERG 190273 LOCAL ELECTRIC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 100.00 FEES Total Valuation 0.00 Use Tax 2.10 Permit Fee 26.50 ** TOTAL ** 28.60 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2017 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. 11 by my signa re, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable u' ing codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal ner of the property and am authorized to obtain this permit and perform the wor described and approved in conjunction with this permit rther st that Iain ��y authorized to include all entities named within this ocument as partes to the work to be pe torme n that 0w rlc-k e' per ed is disclosed in this docu and/or it accompan ing approved plans and specifications. ignature of OWNER CONTTOR (Circle one) Date I . This permit was issuo based on,the information provided in the permit application and accompanying plans and specifications and is subject to the compli ,nye vylthAose documents, and all applicable sta This permit shall expiretutes, ordinances, regulations, po ides and procedures. 2, s days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 1 If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4 No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. , gThe permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any app le code oran rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. /(.;;� J�w Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of W heat jdge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 291' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cDci.wheatridge.co.us I FOR OFFICE USE ONLY Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Property Owner (please print): � l �S ECJl1Sp� Q. Phone: (��?J 521 ( t?(� Property Owner Email: / Tenant Name (Commercial Projects Only) 1 1 1 t"; -D Property Owner Mailing GAddress: , (if different than property address) Address: 2.22 J • ►v � ,1V S+. #- 1-7& city. State, zip: ',YA 1 Jr I U,CA UI " U-1 Cb `'1 10 Architect/Engineer E-mail: Contractor Name: �o C.OA Eut.A_4_� L LL( City of Wheat Ridge License #: Contractor E-mail Address: 'rt k t0 Phone: Phone:i2�1 �I?U Ititsz For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Phone: (72o) CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. OCOMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ l (Y-) s OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) 1,ONT �)oUTHORIZ EPRESENTATIVE) of (OWNER (CONTRACTOR) Signature (first and %last tname)`: _ DATE: 7i W6 W Printed Name: t'1�%� r DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: y i CITY OF WHEAT RIDGE Building InspectioriDivision (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: L-1 0 9 - '11411 l Job Address: -3q 3 0 bia S ,., 0 r- J a) L/ Permit Number: --r) 0 1-7 0 8 "d" L! ) ❑ No one available for inspection: Time 10 = S5"(JNYPM Re -Inspection required: Yes (JN *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 201708841 PERMIT NO: 201708841 ISSUED: 11/03/2017 JOB ADDRESS: 3830 Wadsworth BLVD EXPIRES: 11/03/2018 JOB DESCRIPTION: Commercial Reroof remove and install 115mil Fleece Back TPO mechanically fastened roof system per manufacturer's specifications with 83sq (flat roof) . ai �i } ngS ,adjacent north and south. *** CONTACTS *** OWNER (303)291-0111 WHEAT RIDGE 08 A LLC SUB (214)330-8913 Timothy McMillin 170654 Supreme Roofing *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 360 / Shopping Centers BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 902,519.00 FEES Total Valuation 0.00 Use Tax 18,952.90 Permit Fee 5,928.55 ** TOTAL ** 24,881.45 *** COMMENTS *** *** CONDITIONS *** In order to pass a final inspection on commercial elastomeric or similar type roofing, a letter of inspection and approval from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. Roof ventilation is required to comply with applicable codes and/or manufacturer installation instructions, whichever is more stringent. City of Wheat Ridge Commercial Roofing PERMIT - 201708841 :rr w= PERMIT NO: 201708841 ISSUED: 11/03/2017 JOB ADDRESS: 3830 Wadsworth BLVD EXPIRES: 11/03/2018 JOB DESCRIPTION: Commercial Reroof remove and install 115mil Fleece Back TPO mechanically fastened roof system per manufacturer's specifications with 83sq (flat roof) . Safeway and buildings adjacent north and south. "b y my signature, do hereby at that the work to be performed shall comply with all accompanyingg approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that [ am tl�e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further es that y�.am legally authorized to include all entities named within this document as parties to the work to be performed an that a} y rk te performed is disclosed in this document and/or its' accompanying approved plans and specifications. 1113 Signature of OWNER_or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of' the Chief Building Official and is not guaranteed. 4 No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6 The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief -Bl ll'dhi Official'% •. Date REQUESTS MUST BE MADE BY 11:59PM ANY BUS SS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of IW heat j�idge MMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 291" Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permitsC�ci.wheatridge.co.us FOR OFFI E US ONLY Date: 111,51)7 Plan/Permit # cZ/ 7 � Plan Review Fee: (xJ l Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3830 -3928 Wadsworth Blvd., Wheat Ridge, CO, 80033 Property Owner (please print): Wheat Ridge 08A, LLC (ACF Property Mgmt. Inc. (Agent) phone: (303) 291-0111 Property Owner Email: cwind@acfpm.com Mailing Address: (if different than property address) Address: 14455 W. 64th Avenue, Suite Q State. ZiD: Arvada, CO 80004 Architect/Engineer: N/A Architect/Engineer E-mail: Contractor: Supreme Roofing N/A Phone: N/A Contractors City License #: 116 l 5 � Phon Contractor E-mail Address: smcmillin@supremeroofing.com Sub Contractors: N/A Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # (303) 792-0051 or (303) 892-0220 (Mobile) Other City Licensed Sub: City License # Mechanical: W.R. City License # Complete all information on BOTH sides of this form ® COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ® COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Supreme Roofing to provide all labor and materials necessary to provide roof replacement services at the above referenced property locationE based on the following specifications: Install 115 mil Fleece Back TPO mechanically fastened roof system per manufacturer's specifications. NOTE: Specific Scopes of Work from contract are submitted with this application. Sq. Ft./LF 83,027 Amps N/A Btu's N/A Squares N/A Gallons N/A Other N/A Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 902,519.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER)(CONTRACTOR) or (AUTHORIZED VPRESENTATIVE) of (OWNER) (CONTRACTOR) ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY DATE: // (S/20 1 fi OCCUPANCY CLASSIFICATION: Building Division Valuation: $ �.J :CSG n� Done� � �. ROOFING INN S`Y'STEMS September 18, 2017 TO: ACF Properties ATTENTION: Carrie Wind RE: Wheat Ridge Buildings North and South Building SCOPE OF WORK: North Building 116 Mit Fleece Back TPO Mechanically f=astened TPO (13,056 S.F) • Set up safety around the perimeter of the building prior to the start of work. • Tear off the existing roof down to the existing insulation and disposeof off-site. • Over the existing insulation install a new 115 Mil Carlisle Fleece Back TPO per manufacturers specifications. • Re -flash all curbs by installing a new 1.5" iSO to re -insulating the existing curbs per manufacturers requirements. • Re -sheath the parapet walls to allow for a clean substrate to adhere the new TPOto. • Install a new 22 -gauge galvanized cleat on the parapet walls to attach the new 24 -gauge pre -finished coping cap to. This will be attached to meet the local building codes and the ANSI-SPRI requirements. • Over the Rise wall install a 24 Ga pre -finished one-piece counter flashing. • Re -flesh all drains and pipes per manufacturer's current details. • The standing seam roof will be removed,down to the wood substrate and disposed of off-site. • Over the wood decking we will install a new Carlisle WiP Self Adhering Ice and Water shield per Peterson Alum's manufacturer requirements. • Over the Ice and Water Shield install a Peterson Alum Snap Clad Metal panel per the requirements to meet the building codes set forth for a metal roof. • Re -stash all eave, hip, head wall condition per the manufactures currentdetails. • Replace all gutter in their current locations per the new requirements set forth for the ANSI-SPRI requirements. • Once the roof is done have the manufacturer do a final inspection on the low slope and standing seam roof prior to the issuance of the warranty the warranty will include both systems for the whole life of the warranty. • Provide the Owner with a 20 -year NDL warranty with a cut and puncture warranty for the life of the warranty and a 2 -year contractor's warranty. All Pre -finished metal will have a 30 -year material finish warranty. • Provide a building permit for the project. • Taxincluded. Exclusions: P&P Bonds, bid bonds, Masonry Work, Electrical Work 1355 N Walton Walker Blvd Dallas TX 75211 • (214)330-8913 • (800) 677-7663 • FAX (214) 330-5435 Texas ® Louisiana o Arkansas o New Mexico a Virginia + Oklahoma 9 Kansas a Mississippi Zcic n^ _Dane ROOFING SYSTEMS SCOPE OF WORK: South Building 115 Mil Fleece Back TPO Mechanically Fastened TPO (16,685S.F) • Set up safety around the perimeter of the building prior to the start of work. • Tear off the existing roof down to the existing insulation and disposeof offsite. • Over the existing insulation Install a new 115 Mil Carlisle Fleece Back TPO per manufacturers specifications. • Re -flash all curbs by installing a new 1.5" ISO to re -insulating the existing curbs per manufacturers requirements. • Re -sheath the parapet walls to allow for a clean substrate to adhere the new TPO to. • Install a new 22 -gauge galvanized cleat on the parapet walls to attach the new 24 -gauge pre -finished coping cap to. This will be attached to meet the local building codes and the ANSI-SPRI requirements. • Over the Rise wall install a 24 Ga pre -finished one-piece counterf lashing. • Re -flash all drains and pipes per manufacturer's currentdetails. • The standing seam roof will be removed down to the wood substrate and disposed of off-site. • Over the wood decking we will install a new Carlisle WIP Self Adhering Ice and Water shield per Peterson Alum's manufacturer requirements. • Over the Ice and Water Shield install a Peterson Alum Snap Clad Metal panel per the requirements to meet the building codes set forth for a metal roof. • Re -flash all eave, hip, head wall condition per the manufactures currentdetalls. • Replace all gutter in their current locations per the new requirements set forth for the ANSI-SPRI requirements. • Once the roof is done have the manufacturer do a final inspection on the low slope and standing seam roof prior to the issuance of the warranty the warranty will include both systems for the whole life of the warranty. • Provide the Owner with a 20 -year NDL warranty and a 2 -year contractor's warranty. • All Pre -finished metal will have a 30 -year material finishwarranty. • Provide a building permit for theproject. • Tax included. Exclusions: P&P Bonds, bid bonds, Masonry Work, Electrical Work !355 N Walton Walker Blvd Dallas TX 75211 • (21.4)330-8913 ® (800) 677-7663 a FAX (214) 330-5435 Texas 9 Louisiana d Arkansas a New Mexico a Virginia a Oklahoma o Kansas a Mississippi �.J BOO fid Done�'y _. ROOFING SYSTEMS Ek. aY 5'..... I a a;.- :sly. Wheat Ridge Safeway Building SCOPE OF WORK: North Building 115 Mil Mechanically Fastened TPO (53,286S.F) • Set up safety around the perimeter of the building prior to the start of work. Tear off the existing roof down to the existing decking and disposeof offsite. • Install 4.5" Insulation Over the existing decking in 2 layers 1 layer of 2,5" ISO and 1 layer of 2" ISO Mechanically fastening the 2nd layer into the metal deck per manufacturers specifications, Over the existing insulation install a new 115 Mil Carlisle Fleece Back TPO per manufacturers specifications. • Re -flash all curbs by installing a new 1.5" ISO to re -insulating the existing curbs per manufacturers requirements. ® Re -sheath the parapet walls to allow for a clean substrate to adhere the new TPO, to. • install a new 22 -gauge galvanized cleat on the parapet walls to attach the new 24 -gauge pre -finished coping cap to. This will be attached to meet the local building codes and the ANSI -$PRI requirements. • Over the Rise wall install a 24 Ga pre -finished one-piece counter flashing. • Re -flash all drains and pipes per manufacturer's current details. • The standing seam roof will be removed down to the wood substrate and disposed of off-site. • Over the wood decking we will install a new Carlisle WIP Self Adhering Ice and Water shield per Peterson Alum's manufacturer requirements. • Over the Ice and Water Shield install a Peterson Alum Snap Clad Metal panel per the requirements to meet the building codes set forth for a metal roof. • Re -flash all eave, hip, head wall condition per the manufactures current details. • Replace all gutter in their current locations per the new requirements set forth for the ANSI-SPRI requirements. ® Once the roof Is done have the manufacturer do a final inspection on the low slope and standing seam roof prior to the issuance of the warranty the warranty will include both systems for the whole life of the warranty. • Provide the Owner with a 20 -year NDL warranty and a 2 -year contractor's warranty. • All Pre -finished metal will have a 30 -year material finish warranty. • Provide a building permit for theproject. • Tax included. Exclusions: P&P Bonds, bid bonds, Masonry Work, Electrical Work Bid Price for Wheat Ridge J902.519.00 tpt�,t� 1355 N Walton Walker Blvd Dallas TX 75211 a (214)330-8913 ® (600) 677-7663 o FAX (214) 330-5435 Texas a Louisiana a Arkansas a New Mexico a Virginia a Oklahoma 9 Kansas a Mississippi ' 4� City of Wheat Ridge � r Commercial Sign PERMIT - 20121537 PERMIT NO: 20121537 ISSUED: 12/17/2012 JOB ADDRESS: 3830 Wadsworth BLVD EXPIRES: 12/17/2013 JOB DESCRIPTION: Install 2 sets of internally lit channel letters. Mike & #39;s Camera * ** CONTACTS * ** OWNER 303/291 -0111 SUB (303)447 -1101 SUB (303)760 -8593 DIANA MAYS William Hayes Affordable Electric 110254 Supersign 100361 Affordable Electrical Service * ** PARCEL INFO * ** ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned USE: / BLOCK /LOT #: 0 / * ** FEE SUMMARY * ** ESTIMATED PROJECT VALUATION: 6,500.00 FEES Total Valuation 0.00 Permit Fee 156.75 Plan Review Fee 101.89 �� O �� Use Tax 117.00 ** TOTAL ** 375.64 * ** COMMENTS * ** * ** CONDITIONS * ** Must be consistent with Article VII of the zoning and development code. I, by my signature, do hereby attest that the work to be performed shall comply with all accompany ingg approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am ft►e legal owner or have been authorized by the legal owner of theg[p perty and am authorized to obtain this permit and perform the work described and approved in conjunction with thisperm�t. I further at�es`t that I egally authorized to include all entities named within this document as parties to the work to be perto ed and that a work be rtormed is disclosed in this document and/or its' accompanying approved plans and specifications. i Z � i ture of O R or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one -half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and_procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of ief Building Official Date REQUESTS WST BE MADE BY 3PN ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ,- City of � W heat�idg Date: Ccl MMUNI "IY nFVFLOPMENT Plan # Building & Inspection Services Division Permit # C 7500 W. 29 "' Ave., Wheat Ridge, CO 80033 (� J Office: 303 - 235 -2855 ' Fax: 303 - 237 -8929 Inspection Request Line: 303 - 234 -5933 Building Permit Application (Complete all highlighted areas) Property Address: 2,g3Q �(, .Stcxr b�v� I�J�QrZt 4 4--C' Property Owner (please print): I)j Qy%,G Phone: 3u3 0 " Mailing Address: (if different than property address) Address: City, State, Zip: � - W0C v Y'� i � D Contractor — 5� Contractors City License Z Sy Phone: ,7U3 0 < ?1_0 Sub Contractors: Electrical: Plumbing: Mechanical: City License # 101 1 A3 City License # City License # Description of work (Fully describe work to be performed - Attach additional sheet if necessary) / � 161 ' ,- � '/ e" /a k "4441 �� u�H Contract Value of all work: l c 4ers he CJ940 k� -kGu $ (�S I` ri 5 1p Wr,� I e vii kes'i ✓ I� Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sq Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinance.. rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that 1 am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE (ONAER) (COATRACTO� (AUTHORIZED REPRESENTATIVE) of (011'NER) (CONTRACTOR) PRINT NAME: �' 1 I U C' SIGNATURE: DATE: DEPARTMENT USE ONLY ZONING COMMENTS: � � Zoning: ` �1 Reviewer: J ` \ V BUILDING DEPARTMENT COMMIfs: Reviewer 1 PUBLIC WORKS COMMENTS OCCUPANCY _ Reviewer. FIRE DEPARTMENT C approved w/ comments C disapproved C no review required Bldg Valuation: $ W w� o� J J I M o CD a Q ((( o C G N y A E �0 w (7 W! N a �o �a aa.no - T i -� o Co. (� ('D ` G � O O v. O T m a 0 s; 3 W r m m 1 v m r rn v _3 7 tD Q n 7 t9 r c� y (D (D C fl. Q C CD 3 m m Z C) cn ` m CD a Q v c Comm m _ CD cn c a Qrr Q m 3 N ) En CD C (D Sv CL CL W O N O 0 < u n < O n n O :3 (D 3 En n NmQ3_ Q' j CT 0 tD tL1 p 3 CD 0 - 3 N O i CD S d CJ N � r 0 CD mom in CD cn . r rn v _3 7 tD Q n 7 t9 r c� y (D (D C fl. Q C CD 3 m m Z C) cn 3 M "p " +i t } All k d k t Sol r 55 4&, d LOP Bo ston KN�,��" DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Building Permit Number Date 9110 6/25/99 Property Owner : Property Address : 3830 WADSWORTH BLVD Contractor License No. : 17248 Company : Young Electric Sign Co Phone : 375-9933 Phone: 375 9933 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Cily of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Use: Description : Replace existing wall signage w/new signage in same location. Replace old tenant panel w/new one BUILDING DEPARTMENT USE ONLY Approval : MLC Zoning : G7 RIi Approval : ~DM Approval: Occupancy : Walls SIC : Sq. Ft. : Complies w/sign code. Permit allows for 58.32 sq ft of wall signage and 27.50 sq ft of face change on free standing sign. Okay Roof Electrical License No Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval: Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval : (7) This pertnit was issuetl in accordance wiM the provisions set torth in yopur application and is sub'ect to the laws of the State of Colorado antl to the Zoning Regulations antl Building Code of Wheat Ritlye, Colorado or any other applicable ortlinances of t~e Ciry. (2) This permit shall expire if (A) the work authonzed is not commencetl within sixly (60) days hom issue date or (B) the builtling authorizetl is suspended or abantlonetl for a periotl oF 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no chan9es have been or will be matle in the original plans antl specifications and any suspension or abantlonment has not exceeded one (1) year. If changes are matle or if suspension or abandonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be tlone that will change the naNral flow of water causing a drainage problem. (5) Contreclor shall notify the Building Inspector lwenty-four (24) hours in advance tor all inspeclions antl shall receive written approval on inspeclion card before proceetliing with successive phases of the1ob. (6) The issuance of a permit or the approval o( drawings antl specifcations shall nol be construed to be a pertnit For, nor an approval of, any violation of the provisions of ihe lytil~jing qw, ~r anance, law, rule or regulation. ~ v Chief Building n"sMctor Construction Value : $2,500.00 Permit Fee : $83.25 Plan Review Fee : $0.00 Use Tax : $37.50 Total: $120.75 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIo N PropertyOwner: campt0. Property Address : 4W S(ZtO W11kln)0i4-'l'1 Phone : DT-1937j Contractor License No. : ~.,'~7, I CompanY: Y60n3 L:Jpettte S'gn C'0. Phone: nS~9953 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of rewrd; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat §tidge 9rdinances, for work under this pertnit. (OWNER)(CONTRACTOR) Construction Value 0 d Permit Fee : Use Tax : Total : USe: COrnmprC7Q I Description:P, 0.n A-0 + ly~ s f'fpl(Ac-e 1°~c 15~--~hs UiQ" Stsn[16e, Wi+h lt,-ct,t; ST'Rs-t' aY ,-e, 1ectx4-ieA. flan ~a rrpla&e, eld +rnc,n- pAh.ej w,d->, ntWl Occupancy : Walis Electrical License No : Company : Expiration Date : Approval: k: «e skeN ccv~umkz SIC BUILDING DEPARTMENT USE ONLY CUnits: FC25Roof Stories ResidentiPlumbing License No : Company: Mechanical License No : Company : Expiration Date : Approval : Ekpiration Date : Approval: (1) This permit was issued in aaordance with ihe Orovisions set farth in yopur application and is sub'ect to the laws of the State o1 ColoraAO antl to the Zoning Thigulations antl Buildinp Cotle of Wheat RiOge, Colo2AO or any otner applicaDle oNinances ot ~e City. (2) pertnit shall expire if (A) Ne work authorize0 is not commenced within sixty (60) days hom isaue tlate or (B) the Euildin9 auMOnzed is suspended or abandoned for a penod of 120 Eays. (3) If this permit expires, a new pertnit may be acquired for a fee of one-hal/ Ne amount normally reQUireE, proviCetl no cfianges have Oeen or will Ce made in the original plans antl specificatlons antl any suspension or abandonment has not exceetletl one (1) year. If changes are maCe or if suspension or aDantlonment exceeCS one (1) year, full fees shall be paid for a new permtt. (4) No work af any manner shall ba tlone ihat will change ihe naNral flow of water causing a tlrainage problem. (5)- Cont2ctor shall noUty Ne BuilCing Inspec[or Avenry-four (24) hours in a0vance for all inspections antl shall receive written appmval on inspection cartl be(ore proceediing with sutcessive phases of the job. (6) The issuance of a pertntt or Ne approval of tlrawings and specifications shall not be consWeA W be a permit for, nor an approval ot, any violatlon of the provisions of Ne building md an ther ordinance, law, rule or regulaUOn. Chief Building I p tor m o Z ~ ~ ~ ~ V 10 . ~ 30 FPO ~ ~ PLOT PLAN / SIGN INSTALLATION JOB ORDER NO. LeSCO, wOUf1G @LECTRIC SIGfI COT'PofiJ JOBNAME -~.lf')~1\ ~ ` /Ctm('~ JOBADDRESS J O k+JN G lll/1!/ BLUE ICONTACTED STAKE CHEGKED BY ~ jf2-SAP~SOfJ~ I DATE PERMIT NUMBER TITLE DATE BLUE STAKE NUMBER 1 ' 1 ' 1 t t ~ ATTACH PHOTO ' SHOWING WALL OR GROUND ~ SURFACE WHERE SIGN I ' IS TO BE INSTALLED ' ' 1 ' 1 ' 1 ' 1 ' SHOW PLOT PLAN BELOW WITH KEY DIMENSIONS AND ELEVATIONS `NOTE ANY OBSTRUCTIONS 110 V 277 V 480 V POWER 220 SINGLE PHASE SUPPLY TO SIGN 208 SINGLE PHASE OVERHEAD JUNLERGROUND 1 0 NOT REOUIRED MINIMUM GLEARANCE r1LLOWED O.A. HEIGHT OF DISPIAV CABINET SIZE EMBEDMENT SIZE TVPE WALL OR GROl1ND SURFACE IS SIGN LOCATION MARKED' ( ) IF VES. NOTE NOW IS EXISTING St1PPORT TO BE USED? ( iF YES. GNE pATA NOTE OiSPOSIT10N OF SIGNS qEMOVEO I FINAL APPROVAL SALES EXPEDITING 232/2M/BA5 ~ ~ 51GN D/F P'rLl?N pLFX ppCES W/ VNJYL GOP~' 'wOI-p RW .cAt,.~'WHI'fE W HEIG~- T ' a F E W A Y S A FOOD & DRUG FAMOUS F40TWEAR HALLMARK ELRO SIGN COMPANY ,ao ~ waam s"tc. c,xaem cL 9Me 1.310.380.7444 1.800.974.4670.a fac 1.310.380J452 LunJ e rirteQelkt6l . 3fl30 WADSWOR7H BLVI Sala: {Ir=1'-0` Due: II,Z5.98 Rew: 0 Dr"m ~ Fk wr,WiW PWr 30^ X ~ m DT ~j ~1 L Nm 7K z z~ ~ ~ ~ 1~O ~ ~ ~ 0 p4 ~ ~ s W a" ] v ~ ~ 1} \ 1 .a M ~ . \ A~ Iz ; j` ~ .rr3rY,~ t ' 1Y ~ s1 ~ ~ ~ ~ N Q L 0 ~ CL!' o, 3 m ~ ip ~ ~ >.t ° nw Y s 3 E 0 a 3 o ~ U 0 o m m U 3 L N t0 VI -O I ~ ° -m- ~9= ~ 3 z m ~ a E m ~ n N CZD M o_o ~ 0 ~ M a 0 a ~ a y ~ m ~ ~ ~ C N W U W Q o„g ~ O ~ p ¢ m ~ O ~ o ~ d C F> m c a a . ~ Q a o ~ o o v v W c o a m m O m U U C~ U N m 3 ~,m o ` ° w 3 9 _v m C N W LL Q¢ ~ `°c m o E r>- ~;,o= m c E ~ t U 3 5 °-'c ~D ~ ^ E r o¢ m c `m N frj " n N H~ o ~ F a 0 0 N in - = o E W iV=~ ,o E cn N U ~ C dvm`° ~ rn u~am ~ 3 ~ _ w a ¢ m LL ~ h ~ ~ v 5 mEmm ~ m L L ~ a33 O ~ C r a 3 ¢ Q m 2 F N m O C: ~ > m L V 0 3 a 3 0 M co M u u u 0 C c F u d c a 0 Z ~ O a 1 i ~ N w 0 i Q i ~ W J 680Z-56 uaawnxuwuaa f~ 3 C a C ~ V ! ~ c O C d E ? o ~ X o 3 y ~ c a N D ~ o ~ O o N ~ m U d 3 N ` ~ 5 N O o ' E ~ umi U ~ a ~ m c m m m L ' U N l v E `m a ~ U ~ U A O L W Vi `p Q ~ d Q C ~1 tp U ~ o m Z U Z O J 0 d i € H LL % `e\ ~ i i A ~ 1 ~l.~. ! . ~ ~ ~ ~ ~ . , ~ s=s m N oe 3 p i Ql ~ >,r O N G O a -0 • U m v~ m U ; « p W 10 3 zN 0 i pQ m O ~Z X ~ 3 a M W W W a 075 O ~a~ ~ ~CD ao9 ~ U~ W ¢ ~ ~ OI- Q cv vm~ I Q ~ v~~QO ~ mo 6 m ty L O m ~ o Qox~m `omn 3 C) LL ci° a f W W Q`~{¢ 'C'~'~ UJ A~N c 5 m p ` ~ F r D p c E c ~ ~ ~f (j 3 °c'po U° c.~ ~ nE~m C7 r mN ~ wz n O ti m U 00,0 z FW p maUn mmaE b W ~ ~v E m c m m U 3 7 p Ip oa ~ m r m¢ 2 i IL U ~ ~ Q m ~ O LL t a33 ~ t ~ 3 m m Q w z O O U ~ ~ N V E ~ N v L Q ~ S Q O U ~ ~ z U a > m L N i O 3 N v b 3 0 M W M N W Q in 0 Q ~ Q W a ¢ a Z O ¢ N W 0 J a w J tl38N11N Lritl3d ~ N ~ N ~ d ~ W 0 a Q a ~ Z O J O LL W r ¢ O LL 3 m ~ V b = O c a S~ 0 L 3m ~ o¢ ~ m ~ L 53 0 o ~ ~ tJ ~ m m r r C O m T b U E m m a n ~ U 00 L O ~ m C U ~ tw U :E O 0 Z U ~ c I c E 3 a > fL pp W C U N LL Iz LL z 3 INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE ~2~3 I N S P E CT I O N R E C O R D°~°3~ IOBADDRESS 3830 Wadsworth Blvd. BUILDING PERMIT N0. 95-2089 DATE ISSUED 10/19/95 NPE OCCUPANCY OWNER Robert Waxnan CONTRACTOR Hughes Remodeling 9wwiteCp. SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB I NSPECTION DATE I NSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work Plumbin Ground Work Heatin Ground Work DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rou h Electrical ' 1~ ~ Rou h Plumbin / Air Test Gas Pi in O• ~C ~ Rou h Heatin 8 Ventilation k.... m f.~minn inendc/innl Framin Insulation Dr wall nailin G. Roofin Refri eration Electrical nd ~'hC~ Y ~ Final Electrical Fixtures ~ Plumbin Fixtures ~ Heatin & Ventilation d i~ l7 Landsca e & Parkin R.O.W. 8 Draina e Fire De artment tAl, ed OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED . PROTECT THIS CARD FROM THE WEATHER DATE: TO: PUBLIC WORKS DEPARTMENT FROM: Building Department RE: T ~-J n /n/~ ~ The property at 3, ~ 4 l,(~ 0-~'^' J~~*~' has been signed of£ by the Building Department and is ready for a"rCO inspection. Once the inspection has been completed, please inform the building department as to the status. Thank you. otz r DATE: /~-'~'t,`/~" ✓ A4CERTIFiCATE OF OCCUPANCY HAS BEEN REQUESTED FOR: e PURPOSE OF STRUCTURE: Building Dept. approval: Remarks: . Zoning approval: Remarks: `f~'~ I , ; \ V _ . . _ . ~ ~ ~ ~ ~ ~.RPI V DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WliEAT RIDGE, CO 80215 Building Permit Number : Date : Property Owner: Robert Waxman Camera Property Address: 3830 Wadsworth, Wheat Ridge, 80030 Contractor License No. : 18141 Company: Denver Burglar Alarm Company Phone: 424-0430 Phone: 292-2222 OWNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of lhe Ciry of Wheat Ridge or covenants, easements or restrictions of record that all measurements shown. and allegations made are accurete: thai 1 have read and agree to abide by all conditions printed on this applicalion, and thai I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : ~ /I(7w,-& Permit Fee : 45.00 Use Tax: C-01084 Total : BUILDING DEPARTMENT USE ONLY Approval: Zoning : Approval: EVI,fb9220Yl~i~(Its." Approval : Occupancy : Walls : Roof : Stories : Residential Units : Elecirical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approvai : Approvai : Approval : j P[ans Required J ~ PIAns Requlred PtAns K&quiredk~. ±~7 (1) This permit was issuetl in accortlance wiU the Omvisions set forth in yopur appiiwtion and is subject to the laws of the State ot Cobrado and to tne Zoning Regulations and Buibing Cotle of Wlieat Ridye. Coloretlo or any other appliwble ordinances o/ the Ciry. (p) 7his permit shall etpire d(A) Ihe work authonzed is not commencetl within sizry (60) days fmm issue tlate or (8) the bWltlin9 aulhonzetl is suspentled or aba0done4 lor a perioC of 120 tlays. (3) II ihis permil expires, a new permR may be acquiretl lor a(ee of one-half ihe amount normally required, pmvideA no changes have Deen or wlll be matle in ihe original plans and spxificaFOns and any suspension or abandonment has not eaceedetl one (1) year. If changes are matle or d suspension or abantlonmenl exceetls one (7) year, full tees shall be paitl lor a new permR. (A) No work of any manner shall De tlone ihat wlll change the naNral flow o1 water causing a dreinage problem. (5) Contractor shall noUM1/ the Builtlin9 Inspector RVenry-four (24) hours in a0vanrR for all inspections and shall recerve written approval on mspection cartl before praeetlung with successive phases of the joh. (G) The issuance of a Dermit or the appwvat ol drawings and specifications shall not be construetl to be a permit (or, nor an approval of, any violaUOn of ihe provisions of the Owltling rqtles or any other ortlinance, law. rWe or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value : 720.00 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 95-2243 BUILDINti fNSPEGTION DIYISION - 235-2865 CITYDF WIiEAT RIDGE Date :11/14/95 7504 WESt 29TH AVENUE r, WHEAT RIDGE, CO 80215 Properly Oumer : Property Addtess : 3830 WADSWORTH BLVD Phone : Contrector Liaenae No. : 18531 Company : HI COUNTRY WIRE 8 TELEPHONE, LTD. Phone : 467-9143 OWMER/CONTRACTOR SIGNA'fURE OF UNDERSTANDING AND AGREEMENT CpnsWction V81ue : $750•00 I AerebY cortiy that the sstback dkhnoes proposad by thb pemik~p licetlon aro accunte, ulaHoos oi Nie Gly of Wheat RidBe or ruba a re ~i ances b l ~ Pertnit Fee : $45.00 y n , ab~p or and do n~ vb sMdlana of record; Mat aN morsuremeMs ahown, and slNpatlom Mbro oover~a~, o~MS Plan Review Fee : $0.00 made are aewrate; thed 1 hm reW and agme !o aDMeby aR condltlonsG tod on thia aPPkat~n, rnd Nat I afsurta iUN haPOnenNIM for oomDNence wkh the 1NMat RId9e BuiMing Us8 Tax : $11.25 rm k , Cods (U.B.C J and all otleer a ' t RWge adin rfunder thb ~ , r- Total : $56.25 (OY4NER)(CONTRACTOR) StGNED Descriptiort : LOW VOLTAGE WIRING - TELE HONE CABLE BUILDING DEPARTMENT USE ONLY Approvel : Zoning : Approvai : Approval: Occupancy : Walls : Roof : Stories : Residentlal Un'its : Electrical License No : Plumbing License No : Company : Company : Expiration Date : Approval: 0 (2) (3) (S) (8) Expiration Date : Approvai : ■ Mechanical License No : Company : Expiration Date : Approval : ■~r w~op~~6b ~ I.W,a~s~a~.w ~ft Z~~ le abdy (BO) deri kom hwe Oste a(9) tla IwNdhg MMiaizatl N auapeMed or nn maimt nanwN roawred. x~.e aro m~ids a eue~pan~Na~i a e6ai~+0o'n~mx~it R not a~alded OM (1) Yax• ~ fnm aA B d~~~end N~iap leaNe wAllen aPpwd a^ WPs cU on cerA Esioro a ihall not be tanWed b Es e perMt for. na an aPPav~l of, wY vb4tlon of Me ProWSiais THIS PERMtT VALID ONLY WHEN SN3NED BY THE CHfEF BUILDING INSPECTOR CALL: 2345935 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner b er ~W aHcma n Property Address : 3$IC> phone : Contractor License No. : I Q S 3 1 Company : ce,rnl-y W jRF- '6- 7¢.Pi'll o{'IuC Phone : ~~07 9 ~LJ 3 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback disWnces proposed by this permit appliwtion are awurate, and do not violate applicable ordinances, rulas or regulations of the City of Wheat Ridge or covenanss. easements or rcstrictions of reeorcl: that all measuremants shown, and allegatlons made are accurate; that I have read and agree to abide Dy all eonditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applieabla V~eat Ridge ortlinillieesiffor yqqrk under this qErm14 (OWNER)(CONTRACTOR) Description : 1,,, vcz Approval : Zoning : ~ Approval : Approval : Occupancy: Construction Value : '7S-000 Permit Fee : Use Tax: Total : Ja 1T~ Q W 11' u) BUILDING DEPARTMENT USE ONLY Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval: Approval : _J PfansR$qufred';.::j J PIBTnSRequired _I ~ E PJ~i~~89ui~i (t) This permrt was issuetl in accartlance wrth [he provisions set bRh in yopur appbcatron antl is sublect 1o the laws of the State of Colo2tlo antl to Ne Zoning Regulations antl BuilEing Cotle of Wheat Ridge, Coloratlo or any other applicable orAinances of the Ciry. (2) This permrt shall exprte if (A) the vrork authonzed is not commenceE within sixry (60) days hom issue tlale or (8) lhe builtling autlionzetl is suspended or aban0onetl for a Denotl of 720 days. (3) It this permrt eapires, a new pertnit may be acquireU (or a fee of ane-half the amount normally reQUireQ provitletl no changes have oeen or will Oe matle in the onginal plans antl specifiw6ons antl any suspension or abantlonment has not exceetled one 11) year. I( changes are matle or if suspension or abanEOnment exceetls one (1) year, futl fees shall be paltl for a new permit. (4) No work of any manner snall De Eone Ihat wlll change the naturel tlow of water causing a draina9e Droblem. (5) Contraaor shall noury tne Builtling Inspecror Iwenry-(our (24) hours in aCvance for all inspecuons antl sha0 recerve written approvai on inspection wr0 before oroceeEiing wlth successrve phases of the joh. (6) The issuante of a permrt or the approval of drawings antl speGifiWtions shall not be construea to be a permrt for, nor an approval of. any violaUOn of the provisions of tpe bWltling fA0e5 or any othCr Oftlin2nCR, laW. rUle of feguldtiOn. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CAIL: 234-5933 24 HOURS PRIOR TO INSPECTION CEf'pRTMEN"T OF PIANNfNti AND DEWELQPMENT Building Permit Number ; 95-2130 Bt.1111l.,l*1Ca, tN$PE+CTIQN flMSiON - 235-2856 C1TY aE VYNERT RIDGE Date :10/26/95 ~ 7600 YItEST 287H AVENUE WHEAt RIDCE, CO 80299 . Property Owner : Prop" Address : 3830 WADSWORTH BLVD Phone : 623-1200 ContractOr Ucerise No. : 18202 Company : Kenny Electric Service, Inc. Phone : 790-2100 1 pWP1EFiCONTRACTOR SIGNATURE OF UNDERSTANDiNG AND AGREEMENT CpnatruCHon Value : $20,000.00 r herebY aft that ths aeftck dbtances proPosed~tl!b Peimit ap tion aro saurate, Permit Fee : $261.00 md do not vkMh~ dMbN ordinances, ruler ar trons of the C W Whaat Ridpe a . . aor,n,ma, yp cr,atrMctbns of ncaa; MataM msnuromenre snown, and euapotlona Plan Review Fee : $0•00 . r7iads aM AtrWrAted it# IM~YVe roadantla~ee EO NHdit~r all cond#kns pMnMd on thb app~mlwn, pnd 1hyK I e.wms fl~x rosaonaea~ S~trCe wnn ene Wqert R+c~e 6uNdi~p Use Tax : $300:00 C.ade #u..~.G.l e~M all otltier aoolksbb UlYneea, tOr wotk under this pemfM, 11-06-7hlCl Total : $561.00 FOR ROBERT WAXMAN DEPARTMENT USE ONLY pcicypanCy : Walts campny : Expiration Date : ~A: .~1~. ~ . . . • Tr ~rr R1 (3) ~ Roof : Stories Plumbirlg License No : Company : Expiration Date : ApproYel : ~ ~ - Residential Unb; Mxhanical licenise Wa : Camparry : Expitadort Date : Approval: P~~ ~`W~~ IWY! W 1~IB $ab 0(C0~0/1dD YlA L6M1! ZSIMIIA Iln ebdy (80) deya Tmm ~ieeue dobor (6}tlfa bWkMnp autlwNZM b w~ w tlie amount rnmr~Ny reQUireo, ~no~ a~rtle a HswP~^ rea~~ an rrot sz~eeaed am(t) Yer. M Aw a9 a d~aM ~ reeeNe wrMn approwl omkWedbn cod Wbra enNi na oe corom,M m Ds a aermlt tor, nor an appovNot r9r wolWOnatne aovbbm Chi~'Bu~d'mg Inspector ~ THI$ PERAAtT VALID ONRY NiHEN $IGNED BY THE CHIEF $UILUIFiO IMSPECTOR" CALL: 234-6833 24 HOURS PRIOR TO INSPECTION 7*3 (OwNER)(CO►d'!'RAC`fDR) SI4NED~ / DesaipUon : TEIdANT FII DEPARTMENT OF PLANNING AND OEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :/O1-i 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 l=zriz~~~~ -/~g l , PropertyOwner: POF✓'£Q►- WA'XM1ky4 Property Address : .3930 W A-t>SvJ00-T74 Phone :(023 •iZp 0 Contractor License No. : Mg.~3t72- Company :HIAGl{r-5 QiMOD LLI fJV tp, Phone :~74. g0¢/ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I harcby certify that the setbacK tlistances proposed oy this pertnrt applipfion aro accurate, antl do not violate applieable ortlinances. rWes or regulations of the City of Wheac Ridge or covenants. easements or restnGions of reeortl: that ail measurements shown. ana allegations matle are aeeurete: that 1 have read and agree to abitle Cy all eondrtions pnnted on this appGWtion, antl that 1 assume full responsibility for eomphance wrth the Wheat Ridge Building Code (U.B.C.) and all other apptieable Wheat Rid~9.e.~omn n for rk under thls permrt. (OWNER)(CONTRACTOR) SIGNE ti• DATE a 9 S Description Approvat Zoning ina~CSfnme Approval : PUhI[i:~WOrk'$7qbYnments:! Approval : Occupancy : Walis BUILDING DEPARTMENT USE ONLY Roof : Stories : Residential Units : Construction Value : 00,000 Permit Fee : a!o/. Use Tax : - Total: a60 ~ Electncal License No /8aoa Plumbmg License No : Mechanical License No : Company: V_rjJNy LLECS21G Company Company 5 i1Z.vIC'L, ING. Expiration Date : 0"J'aB/95 Approval: ~ ~P15ns Fz&qutreil Expiration Date : Approval : 2 - PfYns Required _.1 Expiration Date : Approval: ~-~i.~ <a: (1) This permit was i5sue0 in armrtlanee witti Me Oronsions set forttf in yoour applipOOn antl ia suhjM ro the iawa of the S1ate of Colontlo anC to Me Zoning Regulations antl Builtlmg Cotle of Wheat Ritlge, Co:cratlo or any oMer aoplwable ominances of the City, (2) This pelmR Snall expiT rf(A) Ute worK auNOn22tl i5 not CAmmenCeE Witltm SIZN (60) tl2ys from IsSUe tl2[E 0! (B) the 6ulltling auNOn2Etl i5 Susp@ntlBtl Of aDandonea ror a penoa ot 720 aaya. (3) it this permn ezpirea, a new permrt may oe awuirea ror a lee ol ono-han the amount normairy, requved, omviaeE no changea nave bean or wiu De maae in the onginal plans antl apECJfiWtions an0 any suspenslon or abin0onment has not eaCee0e0 one (1) yeaL If Ctlallgei are matle or if suspenslon or abiMIXlrtlent exceeds one (1) year, tun teee shali be paid ror a new xrtne. (4) No work of any manner shall be tlone that will chanae tne namal fiow oi waler causing a Orainage proDlem. (5) Contrattor snall noury ine Builtling Insoector nvenn-four (24) hours m aavance for au mspecuons antl shau recene wntten appmval on inspeclion ram befom proceetlnng wnh successne pnases of ine joD. (6) The i55uanCe ot a permit or Vte apProval of dfawinq5 antl SOeGfiCalions snall not be ConsWetl to be a permR fOr, nof an approval of. any violatlon of the pron8ians ot Ne Eutltlin cotles or any oNer ortlmance. law. me or regulanon. ~ • Chief Building nl spector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION '~E34rARtMENT OF PLANNING ANR DEVEL.OPMENT Building Permit Number : 95-2091 BUtLDCNG INSPECTtON D11t1510N - 235-2855 CffY Qp WiiEAT RfDGE Date :10l20/95 7600 WEST 29'TH AVENUE WFiEAT RtDGE, CO 80215 , ~ Property Oumef : Properly Address : 3830 WADSWORTH BLVD Phone : 274-1284 Contractor LiceRSe No. : 18206 Company : D. C. Ptumbing Co. Phone : 778 0536 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT . Ibereby certiy tt~at Me setbeck distanons propoted by this. pertnk Pliation us acareM, tt " a19~ donot vbl~te ■p Wleable ordinanas, rubn w ispulations of the ity of Wheat Ridpe or odstenoms, ensn+enb or rosaictrons ofrocord; tlnt en measuromeMa ehown, ane aNeprtbne tM%Im are acourab; thet I twve reacl antl ree to ~kN fll wnditlons rinted an thia - I~.~ ~t~,lw~VUh~ a~ wor wo Ic u Mb~ osrtnf[~ Construction Value : $7.000•00 PermRfee : $90.00 Plan Review Fee : $0:00 Uae Tax : $105.00 Total: $195.00 bescription : ADD PLUMBING FIXTURES TO SHELL BLDG AND PLUMBING FOR ROBERT WAXMAN BUILDING DEPARTMENT USE ONLY Approval : Zoning : Rpprovai : Approvai : Occupancy : Wa11s : Roof : Stories : Residential Units : bectrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiretlon Date : Expirdtion Date : Expiration Date : :Approval : Approval : Approval : (1) mm Prom we. a.upa ir.ooomencs wo a» amision •m rorm in yopw .rrouoadon,od b.aea co nb tm am. srdra cwaaao a,a ro me zcdrw R~1oni .na&~p cal~crwn.eWtlp~~~ cowr.+b«anron~er~ppIIp arananoe.a Cny. . R) Thfs p~rmRheYexpk~ BIM vw~k eWwr~ietl k rat mmmenad withln Wc y~(8M tlM han haus tlete u(B) ftro ddtdft wtlnrizW k weperMetl or ebeiWOrosd4or r pedbil W 120 (3) M tl+N Dxrrit sxvireR a new mq' be aa~ee faa fine d o~haM ttre amount rannlN roQuhed, P~ ro d+enpm have heen or wW be made M Ihe plpWW ~m md aiW vy sJWWyIM a ebrMaimsM hae not exuede0 aro (1) Yev. M chenMero ma9b a Hawpsnebna 8.banGOnrtrM ~mY! . . ( emeeds am (t) YaM'. Oq Nptlhid be pNd1of a ~ NowOdcotenYmsmereM4beGa~MeMo~Mc~wW~OheeDeihantWnllb++dwaterpueNqsCnlne7BDroEkm• . . Cp~ wMl s~YUpo~NS1pIx1W~~/nwd MNe~ h•W(~) houro M advenca br all fnepsmdie aiM eheH recehia wrtttan approwl on krpectlon urd beloro ~~s,nen na be oonswae w be a partnn ror. rar en eppwa a, mr wasuon a ma prr+isWns (e)~aTh'the b~~dkpa~ «~y 60ar rance,~ rew~, nde ara0sulatlai. r hief Buiiding,inspector TH18 PERNMTVALIR ONLY WHEN 91GNED BY THE CHIEF BUILDING INBPECTOR CALL: 2844835 24 HOURS PRIOR TO INSPECTION $G DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :~o 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 3 83c ar.-,jor-ls 4~ Y~ Phone :~7t//26 S~ Contractor License No. : /8Zd6 Company : Phone : 77e-, J_Z'_ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that Ne setback distances proposed by this pertnit appliwtion are accurete, and do not violate applieable ordinanees, rules or regulahons of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown. and allegations made are accurate; that I hava read and agree to abide by all wnddions pnnted on this appliwtion, and that I asaume full responsibility for wmpliance with the Wheat Ridge Builtling Code (U.B.C.) and all other applieable Whg,at Ridge ordmances, for work under this permrt. (OWNER)(CONTRACTOR)SIGNE ~ ~C. ~i DATEI-^ l° W- Description: Uc%-~ /rx,~-e ~~4ry~~, ~;k>~,,•~' ConstructionValue: .700d;s/ Permit Fee : Use Tax : Total : BUILDING DEPARTMENT USE ONLY ~ App oval : Zoning : ~ Approval : uE Approvat : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : j:?ZCr Mechanical License No : Company Company: Company. Expiration Date : l! Expiration Date 4C Expiration Date : Approval : Approval : Approval : _j; Ptans:R6qulred~;„ ~ •J Ptans Required _l A,E R,x"jiI (1) This pertnrt was rssuetl in accortlance wM1h the pronsions set forth in yopur appiicaLOn antl is subiect to lhe laws of the Slate of Coloratlo antl ro Ne Zoning Regulabons antl Builtling Cotle of VJheat Ridge, Coloratlo or any other applicable ortlinances of the Ciry. (p) This cermrt shall expve if (A) lhe work authonzetl is not commencetl within sixN (60) Eays hom issue tlate or (8) Ihe building authonzeE is suspentletl or abantlonetl for a penod of 120 tlays. (3) If this permR ex0ires, a new permR may be acqutretl (or a fee of one-hal( the amount normalty reqwreQ Dmvitletl no changes bave been or will De matle in the onginal plans antl specifiwtions an~any suspensian or aDandonment has not exceeCed one i 1) year. If chanqes are matle or i( suspension or abantlonment ~ eeceetls one (t) year, full tees sha e paitl for a new permit. (a) No work of any manner shall be tlone ihat will change the natural 9ow ot water causing a tlrama9e problem. (5) Contractor shall noLry the Builtling Inspecror twenry-four (24) hours m aavance for all inspecuons antl shall recerve wntten approval on inspection cartl before • proceeGiing with successrve Dhases of the job. (6) The issuance of a permit or the apProval of tlrawings antl specifcations snall not be construea to be a permit for, nor an approval of, any violalion of the provisions of tne bulltling cotles or any otner ortlinance, law. mle or regulabon. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUIIDING INSPECTOR AND MAYOR 0 CALL: 234-5933 24 HOURS PRIOR TO INSPECTION 0 Property Owner : Property Address : Contractor License No. : 3830 WADSWORTH BLVD 18548 H R I' Roof : Stories Company . ughes emode mg Co. pryone; 274 8041 OuVNERlCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT CpnstruCtion Value : $60000.00 c N~ Gf fB appacnan, rrw met I essuma run responsai n mr com ance wrcn u~e w CaAe (U.B.C.) and all other appliabb Wh l+ qe o~ awes or wo " (ONMER)(CONTRACTOR) SIONED Y ~ Ael DA Deseription : TENANT FINISH FOR ROBER WAXMAN BUILDING DEPARTMENT USE ONLY Approva! : Zoning : ~ Approval : Approvai : Occupancy : Walls License No : Expitation Date : (2) TMe MmYt ahaq mon aEanCOneC ror a psAa (3) It tlMe Pemit expires, a alpintl plena and spx exceo0s ab (1) Yaar.1 (4) NoworkolanYmamei 1 (6l Coroon~trxsCbNr e ~ now sucoe (8) 7M fewarke W e pem M Me buWirq /Q A d/ Plumbing License No : Company : Expiration Date : Approval : 0 Phone : perniftt Fee : $459.50 Plan Review Fee : $0.00 Use Tax : $900.00 Total: $1,359.50 ResidenEial Uniffi : Mechanical Licenee No : Corripany : Expiradan Date: Approval : 0 sbneast rammyorwrapplbObn.naaw°jeU a msrw,amssw a cdaseo.iaoou,atmme oreao «airyncedan werN,hin wt com me pp (80tord* a dro ee a(8) nr aeMNro sueaAr.d h siap.ndea or ta/ a rea a one-hercYn amouM namaur mwlivil, vovided mdwipes nweaem «wW:tis mea m me i oraDSnEanmeM ha rwt axceetleA ona (t) ymr. M tliaipss era mads a Mwopendon a ibantlonment x Penrift. a tl+e nffiursi 1bw d wabr (xuelnp Y drelnHpe poWMn. four (24) hourm In sOVnice tor aN kupectlais and shM rooelve wrftn appmM on inepecdon ard Defara I antl ePeci~atlons ahall not ba crosweA b be a pemYt ror, nor an apqoval of, wN wdetlon ot9re provqims b a ropuletlon. . " Chief BG1lding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOUR8 PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number : Date : PropertyOwner: 4417'"'=s< aN~~Rn"4Hn t Oau,'S 7`~7'> J.?`i'.?✓c' Address: Propertv Contractor License No. : jy~ ~ 01GN' 79c9 Phone : ~c , i q S'.;Z Company :}Ycn~c.'> Phone J OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit application are aeeurete, and do not violate applicable ortlinances, rules or regulations of the City of Wheat Ridge or covenants. easements or restrietions of reeord: that all measurements shown. and allegatlons made are aecurate; that I have read and agrea to abide by all conditions printetl an this application, and that I assume full responsibility for compliance with the Wheat Ridge 8uilding Code (U.B.C.) and all other applieable Wheet Ridge ordinances, for wo untler this permit. (OWNER)(CONTRACTOR) SIGNED~ DATE/t' i Description :"j.~-~~•-T BUILDING DEPARTMENT USE ONLY ~ Approval: ~ ~^r4 Zoning : r ~ Approval : Ile- Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Plumbing License No : Mechanical License No : Company : Expiration Date : Company : Expiration Date : Approval : Approval : Approval : ~ P1ans Fkftulred ° j j Ptgns Required _I ~ . [tq (1) This permrt was issuetl in accortlance with the provisions sel Porth in yopur ap0liubon and is subject to the laws of the State of Coloretlo and lo Ne Zoning Regulations and Builtling Cotle of NTeat Ridqe, Coloratlo or any other apOtiw0le ordinances of tha Ciy. (2) This permrt shall expire d(A) ihe work autlionzeE is not commencetl within SixN (60) tlays hom rssue tlate or (B) the bmitling authonzetl is suspentletl or abantloneE for a penod of 120 days. (3) If this permR e:pires, a new permit may be acquiretl Por a fee of one-half the amount normalty requrteQ Omvitled no changes have been or will De made m the ongmal plans and specificalions and any suspenslon or abantlonment has not exceetled one (1) yeac If changes are maGe or If suspension or a0an0onment ezceetls one (1) year, futl fees shall he paitl for a new permit. (4) No work of any manner shall be tlone Inat will change the naNral tlow of water causing a Gramage proDlem. (5) Contractor shall noLry the Builtling Inspector twenry-four (24) hours in atlvance for all inspecuons and shall recerve written approval on inspeclion carE before . pro ceetliing with suCtessrve pha5e5 of the job. (6) Th uance of a permrt or the aDProval of tlrawings and specifications shall not oe construeo to De a permrt foc nor an approval of, any violation of the provzsions of e udtling otles or any other ortlinance, law. ruie or regulation. iie Building Inspector For Mayor THIS PERMIT VAIID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Construction Value : Permit Fee : Use Tax : Total : `m y~R'TMENiT OF PlANNING AND DEVELOPMENT Building Permit Number : 95-1781 'liIALDtNf3 tNSPEGTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date :9/5/95 7500 WEST 28TH AVENUE WHEAT RIDGE, CO 80215 Property Ch-ner :PAVIS RONALD T Property Ad r~'s ~JO WADSWORTH BLVD Phone : 623-1200 Gontractor License No. : 17248 Company : Young Electric Sign Co Phone : 375 9933 pWNEFttCpNTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ' 1 tNSraby, Mt the selbedc distancea proposad by this pem~it application are accurate, qf~Q ~fb, ' vlo applica6le oMtnanoea, rulea or rcgulaHOna of the Cky W Wheat Ridge or M~Menb or restrbtions of record; Nffi aN meesurementa shown, and allegalions K,gdr wh td: thet I tlavs road and agree to ebide by all conditbna printed on thb (pWNER)(CONTRACTOR) SIGNED~ work unaer ConstrucHon Value : $25,000.00 Pertnit Fee : $30.00 Use Tax : $0.00 Total: $30.00 E1eseril;itidt;: WALL SIGN 184 SQ. FT-METAL AND PLASTIC BUILDING DEPARTMENT USE ONLY ~ App~roval '.~SM 08137l95 Zoning : C-7 `/tpproval : Approval : thcupancy : Walls : ' Ellacftit:ef Lioense No : cwvanY . ! E3tpitsMon Date : Appr#Vai : ~ 7 , 1 7~r . (1) 'Aic yaRnk wae bwed in earoMance w p~ and BuNtlIrq CoCe of Wheo (2) hY 8pe mit ahaG exq~ire fl(A) the wak a eh6#itlt'~eYtl for a period of 130~ye. M~blktmR exWroi. a ~wrt!sY ohyem Wa^a antl SPSCMCSoone' and em ona (t) Yar, NII fen aheNCe I e~,m am maftw anaii ne donrare mp~ rrepi Co"ckw +bM ~ ve ~ sI tromeem w otl Qgy ce of pemtlt w the eppcve at hu In0 p or anry othsr im C f Building Inspector Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Expiretlon Date : Approval : Approval : provieions set toM In yopur applira6on eiW is eunea ro me iewa a ma scWo a cowreao ena eo ne zwnina h applicable adinences of Ciry. i, Coloredo or any oter 9d Ia not comnrenad wMhin aixly (80) daya kom issue date or (B) the buiWinp autlwAZad b auapentleC or uirod }ar y tae W ono-halt Ne artaunt nortnaly require0, provitletl no cherqae heve been or will be meds In tlro nsbn or eEantlonmeM has not axceedad one (7) Year. If ehangea are mnde ar R suspenebn w ebandonmenl a irew Permlt chaipe the netural tbw of water caucirq a tliainaqe problem. rentr-TOUr (24) twuro in advance for all Innpec6ons and shall receive wrilEen epproval an inspeclion nid befora Nnrqs and speancations snan na te conatn,ed ro ce a permn rw, nor en approval or, arry vlolenon m me provlsbne N/, NIB IX flQUI8t1011. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Q 7 S ~ Roof : Stories : Residentlal Units : DEYELOPMENT Building Pertnit Number : 95-2148 ~N - 238-2856 ftE Date :10/31/95 r Property Owner : "rty /ddress : 3830 WADSWORTH BLVD gµ:torticense No. : 18608 Company : HELM CORPORATION 4TOR SICiNATUREAF UNDERSTANDING AND AGREEMENT ha-semsek.disfances uraoosed bv thk oermk aROeedonaie oxurete, Phone : 464-7909 Phone : 936-9133 Construcdon Value : uu,oso.w Permit Fee : $216.00 Plan Review Fee : ~.00 Use Tax: $309.53 Total: $525.52 AtR D15TRUBUTION SYSTEMS FOR 3 EXISTING ROOFTOP UNITS, 2 BATH FANS 1 EXHAUST SYS7EM FOR LA6, 1 HUMIDIFER fOR LAB BUIIDING DEPARTMENT USE ONLY Walls : Roof : Stories : Residen6al Units : Plumbing license No : Company : Expiration Date : APproval : o MechaniCel l'uxnse No : Comparry : Fxpiratron Date : APProval : a caaemmwc w~wawanvw~ v. mimencad ~~Or (9~ deye Bom ~uw deoeof (8) Ihe buRdtrq aWaieE b wepenaeC a re {N the wak ~ ' k rot , wa~3~ a rrew m~Y be ~ued for a tee M ane-IiaM the amount nomWN rpulretl,p~ no ~hrqea Mvs Men a wlp be m~tls~in tM M e~9t ~pa .a eben0onmdM Ms not sxcee0etl orre (7) Y~. HdWfqes ere msds OtN tuepa~ekn a aMntlonrtient fiN A6ss tMA W pekw loraerN +pemat: 6nirxesaarvuewncnWcsuo naboanavawaW e.wirq amao-woswa+iem yturat"M q~ ~t~1or ~a~'iaour (24) Iwura m aavance r« yl Ineaectloiro ana snW nceiwe wrpMn aaa~~ ~Wsak~^ ~a eerore ddr~nA WOW ePOCIROMIOrm ehdl not be comtrustl to be a parmit for, not an approvll af, anY vbletlm tl thsOrovMbns mkt orlM s~rove1 ananca, lew, ivle a rapulalWn. . 9 THf8'PERNNT VALiD ONLY WHEN SIfiNED BY THE CNIEF BUILDING NSPECTOR CALL: 2345953 24 HQUR3 PRtOR TO iFtSPECTION $ ~f DEPARTMENT OF COMMUNITY DEVELAPMENT 7500 WEST 29tn AVENUE BUILDING INSPECTION DIVISION PERMIT N0. 237-8944 ExT. 255 P.O. BOX 638 CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BELOW. ~A~ APPLICATION FOR MISCELLANEWS PERMIT JOBADDRESS `"~BSW5RTH OWNER ~ AM/6 ~'OS~ CONTRACTOR ADDRESS 22' ~O"l~ ~AUS~.G . ADORES5 O(og~o S -T'f--Jo" PHONE ZIPCODEg~SZ~ CITV LN&.I-.IfLWL0 d C) ZIP CODE A~Q < ( C) CONTRACT PRICE S 2- O, ~3S PH ONE `L= t--~ i I u..c.~~ . 1. TYPE Ground❑ 2. MATERIAL ❑ N ❑ T Woll❑ I Proitetinp❑ OIMr SaDFea Tolal Spion FNt ElKt. Permit No. SIGNS o 3. ILIUMINATION ri+ 4. SET BACK FROM PROPERTY UNE N YM S__ E _ W ❑ ❑ Zom_ _ AppraM, Zo" InapOela roved Di (S eeit whieA is fronf ) ❑ ❑ sOpp I. TYPE Solid❑ More Tlwn BO% Op*nLJ MATERIAL Lest Thon 80% OWn Heiplit FENCES 3. SET BACK FROM PROPERTY LINE N _ 5_- E _ W ❑ 2om_ Apyrowd,ZOm ImpKta oved Di o (SPeeify whleA is fronl) ❑ ❑ ❑ s pq I. OTHER Z' 3. pRAW SKETCN OR SNOW BELOW, THE FENCE,SIGN, OR OTHER STRUCTURE, GMN'v DISTANCES FROM PROPERTY LINES. (SETBACKS OR PitOJECT10N5 INCLUDED) _ ~ SPECIFY NORTM STREET NAME $FIOW DISTANCES FROM TME MAIN BUILDING TPAWOINING IiOWES, STREETS, AND PROPERTY LINES;ON Ii1REfiULAR LOTS.SHOW LEM DISTANCE TO PROPERTV LINES,NOT MAXIMUM OR AVERIKaE OISTANCE. APPLICATION FOR PLUM&NG; ELECTRICAL; MECHANICAL PERMIT THIS APPL.ICATION WILI BECOME A PERMIT TO PERFOitM THE INDICATED WORN ONLY UPON VALIDATqN BY TIE BUILDING INSPECTIqJ DMSION pERM1T WILL EXPIRE 60 DAVS FROM DATE OF ISSUANCE IF WORK IS NOT STARTED WITHN THAT TIME \ ELECTRICAL PERMIT STATE LICENSE NO. HE WIRING J 1 Miaby ocknowledps that tNa apOIce' }{pn n Correct and undvstond thof I eonnot storf this Drojeet unlil fhia oDPli- eotion is apOroved. I shall comDly with tM lavn ot the Stots of Colorodo ond to tAg Zoninp RaQulationI and Buildinq Code of tne City of Whsot Ridye. AnY viololion of the above terms will eouaa immadiate revocatlon ot thie Dermit. ~p OM~ SiOM1YN PLUMBING PERMIT STATE UCENSE NO. DISP PERMIT FEE USE TAX TOTAL FEE $ APPROVED DISAPPROVED CHIEF BUILDiNG INSPECTOR,City of Wheat Ridqe Date CAL1237-8944 EXT.255 24 HOURS IN ADVANCE FOR INSPECTIONS 2' -T- FABRICTAE &I INSTALL (2 EA) SETS OF PAWCHAN LETTERS &1 ARCHITECTURAL ILLUM FEATURE. S A, PAN/CHAN LETTERS READING "R05ER7 WAXMAN CAMERA &VIDEO" TO 5E SHT/MTL W/l ( RETURNS/ PAINT RETURN TO MATCH SLUE TRIM. FACES TO BE SLUETRNS. FLEX #2069. USE 1" BLUE TRIM ON FACE. ILLUM. TO BE 'R05ER" 2/T 15MM NEO BLUE NEON 60MA. "WAXMAN" 3/T 15MM NEO SLUE NEON 60MA. "CAMERA &VIDEO' 1/T 15MM NEO SLUE SOMA.. ALL LETTERS TO MOUNT FLUSH TO FA60A W/ REMOTE TRANS. SURVEYREQUIRED. "CUSTOM ARCHITECTURAL FEATURE" CUTTER FRAME TO 5E CON51RUCfED OF 2" ROUND 109 WALL PIPE. PAINT ALL PIPE #2155UR6/MAROON.(G1.055 FINISH). CUTTER FRAME TO MOUNT TO WALL USING MOUNTING PLATES. PLATES TO BE ALSO PAINTED #215 BURG/MAROON. RECTANGULAR OPEN CANOPY TO 5E CONSTRUCTED OF 1'k1" ALUM. 5Q. TUBE U51NG PROFILE 1 ATTACHMENT SYSTEM. PAINT ALL CO. TUBE #219 CAPRI BLUE. (GLOSS FINISH) COVER FRONT &5110E5 OF CANOPY W/ COOLEY BRITE BLUE COOLTHANE. 2" GRAPHIC STRIPE TO BE ERADICATED TO WHITE. 94 'Otl O F Y 11 $ O s: ~ m 0 qO g4 o E°4 m n 'add m ,,am~yy A w g o Ww a o ILLUM TO BE T•12 OOOMA DOUBLE FIXTURE W/ WATER PROOF FLUORESCENT LAMPS. O O 3~ x~a 1c° a p ,441 wOcc Z L Ca v. FCVh~~ 13y OGW I~W W~ t~ EzCG~nGGVi S' p gip@d Lo YI w O mol ~Qa SOUfII . f1EYAf10N..1/8"-1'-Q" .