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5939 Gall Blvd (3)
August 24, 2017 .II ....,I L. ARCHITECTS, INC. 17710 DETROIT AVENUE LAKEWOOD, OHIO 44107 (216) 521-5134 FAX (216) 521-4824 Bulletin Comments: To whom it may concern: City of Zephyrhills, FL 5335 8th Street Zephyrhills, FL 33542 Regarding: Harbor Freight Tools 5935 Gall Boulevard Zephyrhills, FL 33541 Our Project No. 17165 The following letter describes revisions made to the drawings in response to new information about the site. It has been discovered that the location for a proposed second means of egress has an exterior grade 4" above the proposed finished floor. The proposed second means of egress will now be located 13' to the west of its original proposed location, and an internal ramp and landing will meet the exterior grade. Additional details were produced to depict this internal ramp and landing. Due to fixturing around this new condition, a relocation of the restrooms, as well as lights, plumbing and ductwork, was required. Additionally, the mechanical drawings were revised to meet current client labeling standards. Any revisions made to the drawings in response to these comments have been clouded on the drawings and are marked with Delta #1, labeled Bulletin #01, and dated 8123/17. Please contact me directly if you have any questions or concerns regarding these drawing revisions, or if there is any further information needed about the project. Thank you. Respectfully, Dan Collins ADA Architects, Inc. REVIEW DATE_ fZ� • �� ��� �, r CITY OF ZEPHYRHILLS ` j 0 r FIRE AND LIFE SAFETY EXAMINER,-, Z \� � gMP1.i�Im!; ALL WORK Q * F KSkAp)-,-G NFFA SHALL COMP p4110ES g41D S, CODES AND STANDARDS G S i FL 33541 U U U SIGN VENDOR LIST CODE AND BUILDING DATA LIST OF DRAWINGS 0 �CU o� V �° ❑ PROJECT SCOPE: SHEET NO. DRAWING NAME ISSUE DATE REVISION DATE L 3 SIGN VENDOR SOUTHERN SPLIT SCOPE WITH LANDLORD PERFORMING BUILDING RENOVATIONS AND ADDITION. HFT SCOPE INCLUDES AND INTERIOR BUILD PROJECT ORIENTATION W Harbor ( ) OUT OF AN EXISTING MERCANTILE SPACE INCLUDING: NEW VESTIBULE, NEW OFFICES, RESTROOMS AND BREAK ROOM WITH SINK A0.0 COVER SHEET 6/14/17 08/23/2017 3 00 Freight AND CABINETS. EXTERIOR ALTERATIONS INCLUDE: NEW CONCRETE RECEIVING PAD, NEW EXTERIOR SIGNAGE (UNDER A Q Ln Sign Vendor TerritoriesATLAS SIGN INDUSTRIES SITE SEPARATE PERMIT). a N 1077 W. BLUE HERON BLVD. AS1.0 ARCHITECTURAL SITE PLAN 6/14/17 WEST PALM BEACH, FL 33404 BUILDING SHELL IS RENOVATION OF AND ADDITION TO APPROXIMATE 1970'S STRUCTURE, BY LANDLORD UNDER SEPARATE DEMOLITION = C N CONTACT: SCOTT HUNT PERMIT x Vendors T: (561) 863 6659 D1.0 DEMOLITION PLAN 6/14/17 08/23/2017 QCIO CELL: (305) 582-5718 PARKING ANALYSIS: SHARED PARKING PROVIDED BY STRIP CENTER PARKING LOT. ARCHITECTURAL EMAIL: Scott.H@atlassignindustriesnc.us A0.2 GENERAL NOTES 6/14/17 a DEFERRED SUBMITTALS: �/ o �n Southern US _ A0.3 CONCRETE SPECIFICATIONS 6/14/17 ii o Atlas Si n I ndustries SIGN VENDOR (NORTHERN) -EXTERIOR SIGNAGE A1.1 FLOOR PLAN 6/14117 08/23/2017 r "' -SPRINKLER MODIFICATIONS URBAN NEON ELECTRIC SIGN CO -FIRE ALARM A1.2 FIXTURE PLAN 6/14/17 08/23/2017 w 500 PINE STREET SUITE 3B A1.3 FINISH PLAN 6/14/17 08/23/2017 a> Northern US ) - HOLMES, PA 19043 ❑APPLICABLE CODES: A1.4 FIXTURE SPECIFICATION AND DETAILS 6/14/17 �. "'' �� CONTACT: JIM MALIN A1.5 FIXTURE SPECIFICATION AND DETAILS 6/14117 Urban Neon BUILDING CODE 2014 FLORIDA BUILDING CODE _' ENERGY CODE: 2014 FLORIDA ENERGY CODE T: (610) 522 5555 A1.6 FIXTURE SPECIFICATION AND DETAILS 6/14/17 EMAIL: jim@urbanneon.com MECHANICAL CODE: 2014 FLORIDA MECHANICAL CODE A1.7 FIXTURE SPECIFICATION AND DETAILS 6/14/17 ELECTRICAL CODE: 2011 NATIONAL ELECTRICAL CODE West COaSt - - ! A1.8 RACKING SPECIFICATION AND DETAILS 6/14/17 a 0 >`' PLUMBING CODE: 2014 FLORIDA PLUMBING CODE N L _ o Coast Sign Inc. �` FIRE CODE: 2014 FLORIDA FIRE CODE A1.9 RACKING SPECIFICATION AND DETAILS 6/14/17 Cf) m 0 �. SIGN VENDOR (WEST COAST) Al 10 RACKING SPECIFICATION AND DETAILS 6/14/17 co CIO U COAST SIGN, INC. ❑ USE and OCCUPANCY CLASSIFICATION; A2.0 CEILING PLAN 6/14117 08/23/2017 J � w 1500 W. EMBASSY ST. A3.0 EXTERIOR ELEVATIONS 6/14/17 a - M - MERCANTILE I ; _< ANAHEIM, CA 92802 A4.0 SECTIONS AND DETAILS 6/14/17 08/23/2017 J _,_ r CONTACT: THERESA HEITKAMP �A�'4►�� �Y`RC�hfD`9ET}11L'5��1�1�1�1-�1 �1�1 6t4iN1lti�1 08/23/2017 J o c- ai r T: (714) 999 1976 ❑CONSTRUCTION CLASSIFICATION (TYPE): ( A4.2 CONCRETE DETAILS 6/14/17 E Y w EMAIL: theresa.heitkamp@coastsign.com IIB FULLY SPRINKLERED �AS9 S6bIE"Br>Y•AN�•BE�AI�S� �81t{ IR 7 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS): = m A5.1 ENLARGED VESTIBULE PLAN & DETAILS 6/14/17 zl STRUCTURAL FRAME: 0 HOURS INTERIOR NONBEARING WALLS: 0 HOURS w im NOTE: EXTERIOR BEARING WALLS: 0 HOURS FLOOR CONSTRUCTION: 0 HOURS MECHANICAL 1 PLUMBING N _ L ` ALL SIGNAGE AND PERMITS FOR cn TL INTERIOR BEARING WALLS /COLUMNS: 0 HOURS ROOF CONSTRUCTION: 0 HOURS M1.0 MECHANICAL PLAN 6/14/17 08/23/2017 \ SIGNAGE ARE BY OTHERS AND NOT M1.1 MECHANICAL SCHEDULES &DETAILS 6/14/17 08/23/2017 �; CD PART OF THE BUILDING PERMIT .� E PACKAGE. NO BUILDING SIGNAGE ❑ ALLOWABLE HEIGHT and BUILDING AREAS: P1.0 PLUMBING PLAN 6/14/17 08/23/2017 a� }L~} WORK TO BE PERFORMED AS PART o P1.1 PLUMBING DETAILS 6/14/17 08/23/2017 0 °' ALLOWABLE AREA: �8, � � 500 SQ. FT. PLUS SPRINKLER INCREASE 300 ) FIRE PROTECTION OF THIS PROJECT PERMIT. SALES AREA: 9,527 SQ. FT. (REFERENCE ONLY) 0 0 NON SALES AREA: 5,641 SO. FT. OFFICE AREA: 308 SQ. FT. FP1.0 FIRE PROTECTION PLAN 6/14/17 08/23/2017 0 .2 GROSS LEASED AREA: C 15,168 SQ. FT. ) BREAK ROOM AREA: 183 SO, FT. ELECTRICAL o ALLOWABLE HEIGHT: 5.5:0� �' TOILET AREA 160 SQ. FT, E0.1 ELECTRICAL SPECIFICATIONS 6/14/17 :z � 12 n VENDORLIST ACTUAL HEIGHT: 29'-4" E1.0 POWER PLAN 6/14/17 08/23/2017 S 8 E1.1 LIGHTING PLAN 6/14/17 08/23/2017 -0 3 IT VENDOR IT CHECKLIST FLOORING VENDORS BI-PARTING DOOR VENDOR OVERHEAD DOOR VENDOR ❑ OCCUPANT LOAD: E1.2 COMMUNICATIONS PLAN 6/14117 08/23/2017 g E2.0 ONE LINE DIAGRAM & DETAILS 6/14/17 0 Y ACTUAL INTERIOR AREA BUILDING: 15,168 SQ. FT. a o co POMEROY MUST HAVE CHECK LIST. DIAMA-SHIELD, LLC ROCKERZ INC. DORMA CORNELL IRON E2.1 LIGHTING AND PANEL SCHEDULES 6/14/17 -o U) E MAIN CONTACT: 32401 INDUSTRIAL DRIVE 100 COMMONWEALTH DR. 924 SHERWOOD DRIVE 140 MAFFET STREET FUNCTION OF SPACE FLR. AREA / OCC. CALCULATION ALLOWABLE j � o cn M - SALES 30 GROSS 9,527 SQ. FT. (SALES AREA / E2.2 PHONE BOAR) DETAIL 6/14/17 = _• JEFF WARREN ❑ PROJECT MANAGERS CONTACT INFORMATION MADISON HEIGHTS, MI 48071 WARRENDALE, PA 15086 LAKE BLUFF, IL 60044 WILKES-BARRE, PA 18705 ) 318 OCCUPANTS 0 Y T: (704) 206-7851 INCLUDING EMAIL ADDRESS CONTACT: TRAVIS SIBLEY CONTACT: ROBERT SMITH CONTACT: TESS FREEMAN CONTACT: KIMBERLY WROBEL M - CORE AREA 100 GROSS 664 SO. FT. (AREA) ( 7 OCCUPANTS ) '� 5 `o Y C: (704) 996-9771 ❑ CONTRACTOR INFORMATION 1 WEEK BEFORE T: (313) 510-6149 T: (724) 553-3854 T: (717) 335A731 T: (800) 882-6773 X 614 M - STOCK 300 GROSS 4,977 SQ. FT. (STOCK AREA) C 17 OCCUPANTS EMAIL: eff.warren omero .com CONSTRUCTION STARTS (PROTRACK TRIGGER EMAIL: tsibley@diamashield.com EMAIL: r5mith@rockerzinc.com EMAIL: tfreeman@dorma-usa.com EMAIL: kwrobel@cornellstorefronts.com \ 1 @p y VIA EMAIL) y@ @ @ ANTICIPATED OCCUPANT LOAD FOR HARBOR FREIGHT TOOLS: 150 MAX FROM HISTORICAL DATA C 342 OCCUPANTS ) a 10 ❑ GENERAL CONTRACT INFO INCLUDING EMAIL ADDRESSES t IJ ' t o CABLING VENDOR SITE FOREMAN INFO INCLUDING EMAIL LVT VENDOR _IGHTING VENDOR HVAC VENDOR ❑ EGRESS REQUIREMENTS o ADDRESS FORBO FLOORING CAPITOL LIGHT LENNOX INDUSTRIES LENNOX INDUSTRIES REQUIRED EGRESS WIDTH. 342 OCC. x 0.2 = 68.4" (44" MIN) MAINPOMCOY ❑ CONFIRMED ADDRESS WITH MPOE LOCATION PROVIDED EGRESS WIDTH: MAIN CONTACT: 8 MAPLEWOOD DRIVE, PO BOX 667 270 LOCUST ST. NATIONAL ACCOUNTS ACCOUNT MANAGER � ����@�(�GRESS MAN DOORS @ 34" = 136" � JEFF WARREN (CLOSET, DMARK, ETC) HAZLETON, PA 18202 HARTFORD, CT 06114 CONTACT: MELISSA ROSSATO CONTACT: STEVEN PETER REQUIRED EXIT ACCESS TRAVEL DISTANCE: 250' MAX' l L o T: (704) 206 7851 El STANDARD STORE SETUP IS 2 LINES IN A HUNT CONTACT: DAVID BOLINGER CONTACT: BETH RIBE T: (972) 497 6249 T: (404) 403-7083 PROVIDED EXIT ACCESS TRAVEL DISTANCE: LESS THAN 250' - 0 C: (704) 996-9771 GROUP, 1 LINE FOR BACK UP COMMUNICATION, T: (614) 439-7343 T: (860) 449-4502 F: (972) 497-5112 EMAIL: steven.peter@lennoxind.com MIN. NUMBER OF EXITS REQUIRED / PROVIDED 2 EXITS REQUIRED / 3 EXITS PROVIDED � 3 EMAIL: jeff.warren AND 1 ALARM LINE. IF WE NEED MORE @pomeroy.com F: (614) 583-8504 EMAIL: beth.ribe@capitollight.com EMAIL: melissa.rossato@lennoxind.com cc Y -' DEDICATED ALARM LINES TO PASS CITY CODE, > z NEED TO KNOW THAT UPFRONT EMAIL: dave.bolinger@forbo.com o ❑ PLUMBING FIXTURE REQUIREMENTS: SITE VICINITY MAPC) PLUMBING FIXTURE CALCULATION REQUIRED PROVIDED DOOR HARDWARE VENDORS RESTROOM ACCESSORIES FIXTURE VENDOR SECURITY GATE VENDORS WATER CLOSETS, MEN: 1 PER 500 OCC. 1 1 a WATER CLOSETS, WOMEN: 1 PER 500 OCC. 1 1 3 .2 COOK AND BOARDMAN, LLC COOK AND BOARDMAN, LLC MADIX, INC. RETAIL SECURITY, INC. CORNELL STOREFRONT SYSTEMS COMMERCIAL REPAIRS & SALES, INC. LAVATORIES, MEN: 1 PER 750 OCC. 1 1 °a .� u, LAVATORIES, WOMEN: 1 PER 750 OCC. 1 1 700 C FLAG STONE WAY 700 C FLAG STONE WAY CQ 500 AIRPORT ROAD 421 ELLIS CIRCLE 140 MAFFET STREET P.O. BOX 3379 z NEWPORT NEWS, VA 23608 NEWPORT NEWS, VA 23608 TERRELL, TX 75160 FOLSOM, CA 95630 WILKES BARRE, PA 18705 RIVERVIEW, FL 33568 DRINKING FOUNTAINS: 1 PER 1,000 OCC. 1 1 (HI -LOW ACCESSIBLE DRINKING FOUNTAIN) u� m MOP SINK: 1 SERVICE SINK 1 1 0 o CONTACT: AMANDA LOVIN CONTACT: AMANDA LOVIN CONTACT: SCOTT NELSON CONTACT: WES CROTEAU CONTACT: KIMBERLY WROBEL CONTACT: RICK CIANCIULLI I a N T: (757) 873-3979 T: (757) 873-3979 T: (805) 529-6457 T: (916)628-1419 T: (800) 882-6773 X 614 T: (800) 345-9043 J E F: (757) 873-3975 F: (757) 873-3975 C: (805) 795-9386 EMAIL: wes@retailgates.com EMAIL: kwrobel@cornellstorefronts.com EMAIL: rick@commercialrepairs.com m a HFT VENDOR SCOPE OF WORK SUMMARY J c� EMAIL: alovin@cookandboardman.com EMAIL: alovin@cookandboardman.com EMAIL: snelson@madixinc.com o a) ADDRESS VERIFICATION 1 RACKING ENGINEER PROJECT LOCATION U METER SERVICES 0 DOORS: g z COST CONTROL ASSOCIATES PETER S. HIGGINS AND ASSOCIATES • FURNISH DOORS, FRAMES. AND HARDWARE. SEE SHEET A5.0 FOR FURTHER INFORMATION. ,° •„ « ,- r.( ,.i F a 310 BAY ROAD 30745 PACIFIC COAST HIGHWAY, #117 FURNISH AND INSTALL HFT INTERIOR BI PARTING DOOR PACKAGE, SEE SHEET A5.0 FOR FURTHER INFORMATION. _ QUEENSBURY, NY 12804 MALIBU, CA 90265. CONTACT: DAVE SADLOCHA CONTACT: PETER S. HIGGINS, S.E. SIGNAGE. £ T:(518)824-0311 T:(310)589-1781 • FURNISH AND INSTALL EXTERIOR SIGNAGE. POWER AND BLOCKING BY G.C. s REVISIONS EMAIL: Higginsengineers@cs.com • FURNISH ALL INTERIOR SIGNAGE. FLOOR FINISHES: • FURNISH AND INSTALL LVT FLOORS. �1, • FURNISH AND INSTALL WALL BASE. -•�,� �, PROJECT DIRECTORY • FURNISH AND INSTALL GRINDING AND POLISHING OF CONCRETE FLOORS.' ' +; • FURNISH VESTIBULE CARPET TILE. `� �� «�� a: FIXTURES / FURNISHINGS: ' BLDG. DEPT. CONTACT HARBOR FREIGHT TOOLS HARBOR FREIGHT TOOLS HARBOR FREIGHT TOOLS HARBOR FREIGHT TOOLS ARCHITECT CONTACT • FURNISH AND INSTALL SALES AREA CASH WRAPS.' •��" _ " �* • FURNISH AND INSTALL FRONT OF HOUSE AND BACK OF HOUSE FIXTURES. ZEPHYRHILLS BUILDING DEPARTMENT HARBOR FREIGHT TOOLS HARBOR FREIGHT TOOLS HARBOR FREIGHT TOOLS HARBOR FREIGHT TOOLS ADA ARCHITECTS, INC. FURNISH COUNTERS IN MANAGER OFFICE, CASH ROOM, AND BREAK ROOM. a LU 5335 8TH STREET 26541 AGOURA ROAD 26541 AGOURA ROAD 26541 AGOURA ROAD 26541 AGOURA ROAD 17710 DETROIT AVE. FURNISH POWER POLES. J a } ZEPHYRHILLS, FL 33542 CALABASAS, CA. 91302 CALABASAS, CA. 91302 CALABASAS, CA. 91302 CALABASAS, CA. 91302 CLEVELAND, OH 44107 • FURNISH FORKLIFT BATTERY CHARGER STATION AND WATER TANK m CONTACT: BILL BURGESS CONTACT: JAMES SMITHSON CONTACT: CHRISTINA PICKETT CONTACT: DOUG HORROCKS CONTACT: ADAM STEECE CLIENT MANAGER: BRIAN QUINN • FURNISH EYE WASH STATION. T: (813) 780-0020 Construction Manager Construction Manager Construction Manager Senior Director of Construction PROJECT MANAGER: JEFF EVANS FURNISH CORNER GUARDS."w F:(813)780 0021 T:(818)518-4038 T:(818)307-7666 T:(805)407-1961 T:(818)519-7503 T:(216)521-5134� ,a Q N ELECTRICAL: �� �`' , o o thson harborfrei ht.com EMAIL: c ickett harborfrei ht.com EMAIL: dhorrocks harborfrei ht.com EMAIL: asteece@harborfreight.com F: (216) 521-4824.n.uv EMAIL: jsm @ g p @ 9 °� g @ FURNISH AND INSTALL TELEPHONE / DATA WIRING. VERIFY IF WIRING IS TO BE PLENUM RATED. EMAIL: bquinn@adaarchitects.cc FURNISH AND INSTALL SOUND SYSTEM. �a EMAIL: jaevans@adaarchitects.cc70 • FURNISH AND INSTALL CAMERAS., • FURNISH LIGHT FIXTURES AND LAMPS. � � � 6, � „ � - , LIFE SAFETY SUMMARY MECHANICAL , �� • FURNISH HVAC ROOFTOP UNITS. G.C. TO COORDINATE SCHEDULE AND DELIVERY. COVER SHEET THE SPACE IS FULLY SPRINKLERED AND IS SERVED BY AN EXISTING FIRE SPRINKLER RISER IN THE NORTH WEST CORNER OF THE SPACE. RESTROOM ACCESSORIES: • FURNISH GRAB BARS. BLOCKING BY G.C. � � � [ VICINITY � � � � � � �� MAP G.C. TO SUPPLY AND INSTALL FIRE ALARM SYSTEM. G.C. TO COORDINATE MONITORING REQUIREMENTS WITH THE LANDLORD, EMG, AND LOCAL AUTHORITY HAVING • FURNISH SANITARY NAPKIN DISPOSAL. L V JURISDICTION. SEE SHEET E2.2 FOR APPROVED FIRE ALARM CONTROL PANEL MANUFACTURERS AND MODELS. • FURNISH HAND DRYERS. • FURNISH TOILET PAPER HOLDERS. SCALE = NTS DATE 06/14/17 • FURNISH MIRRORS NOTE: JOB NO. 17165 I Ir. Ir ir 11) 5935 ALL B ULE ARD ZEPH RHILL G.C. SHALL MANAGE ALL WARRANTY ITEMS AND REMEDIES INCLUDING MANAGING SUB -CONTRACTORS, VENDORS AND HFT VENDORS FOR A PERIOD OF (1) YEAR FROM6WQRK��� TURNOVER COL196 FL.J'IIA Bb+16Iat�, REVIEW DATE-- - I ANf 9 0 Oft &P14YINI"i ORDINANCU CITY OF ZEPHYRW L LAt4S E N _1 • P SHEET N0. DEMO LEGEND SYMBOL IDESCRIPTION EXISTING WALLS TO REMAIN I - I EXISTING WALLS TO BE REMOVED I �EXISTING CONSTRUCTION TO BE REMOVED r 2. 3. 4. 5. 6. 7. GENERAL DEMOLITION NOTES THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING I ALL EXISTING FIELD CONDITIONS SO AS TO BECOME FAMILIARIZED WITH THE DEMOLITION AND / OR REMOVAL WORK WHICH MAY BE REQUIRED TO PRODUCE RESULTS INTENDED IN THE CONTRACT DOCUMENTS. THE SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS ANTICIPATES THE DEMOLITION OF EXISTING CONSTRUCTION IN PART OR ITS ENTIRE TY, AND THE REMOVAL, RELOCATION AND RE -POWERING OF CERTAIN CONSTRUCTION MATERIALS AND EQUIPMENT, INCLUDING ITEMS RELATED TO OTHER TENANTS WHICH MAY PASS THROUGH OR OCCUPY THIS TENANTS SPACE. IT IS THE INTENT THAT EACH PORTION OF THE DEMOLITION AND REMODELING WORK BE DONE BY THE SPECIFIC TRADE INVOLVED IN THE INITIAL INSTALLATION, (le: CARPENTRY WORK BY THE CARPENTRY TRADE, MECHANICAL AND ELECTRICAL WORK BY THE MECHANICAL AND ELECTRICAL TRADES ETC.). THEREFORE, EACH CONTRACTOR AND SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE PROPOSED WORK AND MAKE ALLOWANCES IN HIS PROPOSAL FOR THE COST OF ALL DEMOLITION AND/OR REMOVAL WHICH MAY BE REQUIRED TO PRODUCE THE END RESULTS INTENDED BY THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR TO COMPLETE ALL DEMOLITION AS NOTED IN CONTRACT DOCUMENTS AND REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT AND BUILDING SITE. ALL AREAS WHERE DEMOLITION IS TO OCCUR IS TO BE SECTIONED OFF FROM THE PUBLIC AND ALL REQUIRED SHORING, BARRICADING, AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALL WORK TO BE IN ACCORDANCE WITH O.S.H.A. REQUIREMENTS. ALL RUBBISH AND DEBRIS TO BE REMOVED FROM THE PROJECT SITE WITHIN A 24 HOUR PERIOD OR PLACED IN PRE -APPROVED DUMPSTER LOCATIONS FOR REMOVAL OR DUMPSTER CHANGE OUT DAILY; THIS CONTRACTOR TO RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD REPRESENTATIVE. ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED IN ONLY APPROVED DUMPING SITE. ANY ASBESTOS REMOVAL OR DEBRIS DUMPING TO BE COMPLETED BY THIS CONTRACTOR, PER PROPER APPROVALS. GENERAL CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL UTILITY COMPANY REPRESENTATIVES HAVING JURISDICTION OVER THIS PROJECT TO ASCERTAIN BUILDING AND UTILITY COMPANY LINES ABOVE, WITHIN, OR BELOW PREMISES TO AVOID ANY POSSIBILITIES OF CUTTING SUCH LINES, CAUSING EXPLOSIONS, ETC. 8. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE CORE DRILL OF CONCRETE SLAB AT ALL AREAS WHERE UNDER SLAB MECHANICAL, PLUMBING AND ELECTRICAL WORK OCCURS. REVIEW AND COORDINATE EXACT LOCATIONS AND SIZES WITH THE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. NOTE: DO NOT CUT SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD. 9. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION "RULES AND REGULATIONS". 10. DEMOLITION OR DEMOLITION REMOVAL TO BE COMPLETED IN A MANNER THAT DOES NOT DISTURB ADJACENT TENANTS OR DISRUPT THE OPERATION OF ADJACENT TENANTS. 11. PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO DEMOLITION. 12. ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE BUILDING COMPLEX OR ADJACENT TENANTS INCLUDING SPRINKLER OPERATION TO BE COMPLETED ON "OFF HOURS". COORDINATE ALL SHUT DOWNS WITH LANDLORD. A 48 HOUR NOTICE REQUIRED. 13. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION. 14. REFER TO MECHANICAL / PLUMBING DRAWINGS FOR MECHANICAL / PLUMBING DEMOLITION. 15. DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON IN CASE OF FIRE OR HAZARD AND NO DEMOLITION WORK CAN OCCUR IF THE WORK JEOPARDIZES A MEANS OF EGRESS FOR THE PUBLIC OR PROJECT EMPLOYEES. 16. ALL FLOORING MATERIALS TO BE REMOVED, UNLESS NOTED OTHERWISE. 17. ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE BUILDING 18. ANY LANDLORD COMPONENT THAT IS EXISTING IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE TO THE LANDLORD. (DUCTWORK, CLEANOUTS, ETC.) LABEL CLEARLY IN TENANT SPACE; PROVIDE ACCESS PANELS. 19. HFT CONSTRUCTION MAY ATTACH TO BUILDING STRUCTURE ONLY - (NO ATTACHMENT TO ROOF DECK, LATERAL BRIDGING, CONDUITS, DUCTWORK, ETC., IS ALLOWED) FOR STABILITY. 20. ALL FLOOR PENETRATIONS MUST BE CORE -BORED OR SAW -CUT. CONTRACTOR MUST X-RAY OR OTHERWISE SATISFACTORILY VERIFY THERE ARE NO EXISTING HIDDEN CONDITIONS PRIOR TO COMMENCING CORINGIDRILLING OR SAW CUTTING. 21. ALL EXISTING CONSTRUCTION NOT SCHEDULED FOR RE -USE OR NOTED TO BE ABANDONED IN PLACE MUST BE COMPLETELY DEMOLISHED AND PROPERLY DISPOSED OF OFF SITE. ALL UTILITIES MUST BE REMOVED TO THEIR POINT OF ORIGIN. DEMOLITION PLAN 200 SERIES DEMOLITION KEY NOTES 200. LOCATION OF LEASE LINE (LOCATED @ CENTERLINE OF DEMISING WALL). 201. PATCH AND REPAIR ANY DAMAGED SECTION OF CONCRETE SLAB. PREPARE SLAB TO RECEIVE SCHEDULED FINISHES (TYPICAL THROUGHOUT SPACE UNLESS NOTED OTHERWISE). 202. REMOVE FIXTURES (FIXED OR FREE-STANDING) THROUGHOUT THE SPACE. 203. REMOVE ALL ABANDONED EQUIPMENT IN HFT SPACE. 204. ALL DIMENSIONS TO BE FIELD VERIFIED AFTER DEMOLITION HAS BEEN COMPLETED. NOTIFY HFT PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES. HFT G.C. IS REQUIRED TO VISIT PROJECT SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. 205. REMOVE ABANDONED ELECTRICAL EQUIPMENT NOT TO BE RE -USED, INCLUDING BUT NOT LIMITED TO, JUNCTION BOXES, CONDUIT, WIRING, ETC. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION NOTE (TYPICAL THROUGHOUT SPACE). 206. ALL REMAINING OUTLETS, DRAINS, HOLES, ETC. IN THE FLOOR SHALL BE COMPLETELY CUT OUT AND CONCRETE REPLACED. CONCRETE SLAB INFILL AREAS OVER 12"X12" TO BE DOWELED INTO EXISTING ADJACENT SLAB. REFER TO SHEETS A0.3 & A4.1 FOR ADDITIONAL INFORMATION. 207. EXISTING STRUCTURAL COLUMN TO REMAIN. PREP. COLUMN FOR PAINT. 208. CUT AND REMOVE PORTION OF EXISTING CONCRETE SLAB FOR PLUMBING TRENCH (APPROX. 331 .F.) TRENCH LAYOUT FOR REFERENCE ONLY. G.C. SHALL VERIFY DEPTH OF SANITARY TIE-IN 1 T AND CONFIRM ADEQUATE FALL FOR THE SEWER LINE PRIOR TO TRENCHING CONCRETE. NOTIFY ARCHITECT IF ADEQUATE FALL IS NOT ACHIEVABLE. IN -FILL TRENCH WITH CONCRETE TO MATCH AND ALIGN WITH ADJACENT FLOOR SLAB (INCLUDING COLOR MATCH). TROWEL CONCRETE SMOOTH. SEE DETAILS 4, 5 & 61A4.1 FOR ADDITIONAL INFORMATION. REFER TO SHEET A0.3 FOR CONCRETE SPECIFICATIONS. 209. NOT USED. 210. EXISTING DEMISING WALL TO REMAIN. G.C. TO TAKE ALL NECESSARY PRECAUTIONS TO PROTECT WALL DURING CONSTRUCTION. PATCH AND REPAIR AS REQUIRED TO MAINTAIN INTEGRITY OF EXISTING FIRE RATING (TYPICAL.) 211. REMOVE PORTION OF ASPHALT AS REQUIRED TO ACCOMMODATE FOR NEW CONCRETE RECEIVING PAD. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION. 212. EXISTING ELECTRICAL EQUIPMENT PANEL LOCATION. REFER TO ELECTRICAL DRAWINGS FOR SCOPE OF WORK. 213. EXISTING BOLLARD TO REMAIN. 214. EXISTING PLUMBING / WATER STUB. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 215. EXISTING OVERHEAD DOOR TO REMAIN. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 216. EXISTING HOLLOW METAL DOOR TO REMAIN. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 217. EXISTING BI-PARTING DORMA DOOR TO REMAIN. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 218. REMOVE EXISTING ROOFING SYSTEM AND ROOF DECKIN G AS NECESSARY FOR INSTALLATION OF NEW CURBS FOR ROOFTOP HVAC UNIT. SEE DETAILS ON SHEET A2.0 FOR ROOF CURB, OPENING, AND ROOFING DETAILS. SEE DETAIL 61A4.2 FOR FRAMED OPENING DETAIL. G.C. TO CONTRACT WITH LANDLORD'S ROOFING CONTRACTOR FOR ALL WORK RELATED TO MAINTAINING ROOFING WARRANTIES. 219. EXISTING TRANSFORMER TO REMAIN. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 220. EXISTING SPRINKLER MAIN TO REMAIN. -O _(D z 0 W W 2 H W J Q U F- 0 z N LL m cM J LL J J_ a. W N C� w%waft lw J m J V M L0 REVISIONS Z W W a J FFFTF-- J m V W H x V a ts L o ca o t o� t C N Co Y � Jy -i � E cc n�` J > Cc Ya � o oL9 o ti Lo a� 0 s a 4T4 Q y 0 ace - a> > ccQ. mcc omf! n N 3 m Cc n� c y .1i o cq m E J C � O O � O c 3 �' o m Ya a 16 aD o E 0 m y v m ofn � o E co c 0 N N y n N QC 8 Ix C C O c � U � N n3 0 � y c o w Y N E U O ca N 'C w R � d oY m o w`o D a m m � 0 m O ra co 3 N C 0 Qf0 l'n. N J � � O � m m (O `dE us 3 c Z d m �� 2� o (D w c to C t O '? c O� yy' m c 2 0) c c5 � o U � C_ m 7 E o .0 O h Z ~ N 7 N :aI-INI-I-*I-I,0I--I-I-IC DEMOLITION PLAN I DATE 06/14/17 1 JOB NO. 17165 Dl 00 SCALE 1/8" = V-0" e SHEET NO. 300 SERIES FLOOR PLAN KEY NOTES 300. LOCATION OF LEASE LINE (LOCATED @ CENTER LINE OF DEMISING WALL). 301. EXISTING STEEL COLUMNS. PREP AND PAINT (P-4). SEE SHEET A1.3 FOR FINISHES. 302. NEW AUTOMATIC BI-PARTING DOOR PACKAGE. SEE SHEETS A5.0 AND A5.1 FOR ADDITIONAL INFORMATION. 303. NEW 9'-0" x 9'-6" x 6" CONCRETE PAD, MINIMUM STRENGTH OF 4,000 PSI CONCRETE WI #4 BARS @ 12" O.C. EACH WAY. PROVIDE CONTROL JOINTS AT 10'-0" MAX. EACH WAY AND EXPANSION JOINTS BETWEEN DISSIMILAR MATERIALS. 304. EXISTING DEMISING WALL TO REMAIN. G.C. TO TO TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING DEMISING WALL DURING CONSTRUCTION. EXISTING DEMISING WALL TO BE PAINTED. SEE SHEET A1.3 FOR ADDITIONAL INFORMATION. 305. LOCATION OF ELECTRICAL PANELS AND EQUIPMENT. MAINTAIN A T-0" CLEARANCE IN FRONT OF ELECTRICAL EQUIPMENT - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 306. 4'-0" X 8'-0" FIRE RATED PLYWOOD TO HOUSE ALL ELECTRICAL AND OWNER'S EQUIPMENT - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 307. 4'-0" WIDE X T-0" HIGH TWO-WAY MIRROR W/ 2" H.M. FRAME CENTERED IN WALL FACING CASH WRAP AREA, BTM. OF WINDOW TO BE @ 40" A.F.F. SEE A5.0 FOR ADDITIONAL INFORMATION. 308. SEE FIXTURE PLAN ON A1.2 FOR FIXTURE LAYOUT & ADDITIONAL NOTES. 309. SEE FINISH PLAN ON A1.3 FOR ALL FLOOR, WALL, AND CEILING FINISHES. 310. EXISTING CONCRETE SLAB - PATCH AND REPAIR TO ENSURE A SMOOTH AND LEVEL SLAB, PREP. SLAB TO RECEIVE NEW FINISHES. SEE SHEET A0.3 FOR ADDITIONAL INFORMATION. 311. NOTIFY HFT PROJECT MANAGER AT START OF CONSTRUCTION IF A LEVEL FLOOR CANNOT BE OBTAINED. 312. REUSED I EXISTING MATERIALS AND EQUIPMENT TO BE IN OPERATING CONDITION OR SPECIFY THE COST TO SUPPLY / INSTALL IN BID. HFT GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY COSTS ASSOCIATED WITH REPAIR / REPLACEMENT OF EXISTING I REUSED ITEMS. 313. EXISTING AUTOMATIC BI-PARING DOOR PACKAGE. SEE SHEETS A5.0 AND A5.1 FOR ADDITIONAL INFORMATION. 314. EXISTING 4"0 BOLLARD. PAINT P-7 SAFETY YELLOW. 315. EXISTING 6"0 BOLLARD. PAINT P-7 SAFETY YELLOW. 316. EXISTING 8"0 BOLLARD. PAINT P-7 SAFETY YELLOW. 317. EXISTING 8'-0" x 10'-0" OVERHEAD DOOR. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 318. EXISTING 3'-0" x 7'-0" HOLLOW METAL MAN DOOR AND FRAME. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 319. PATCH AND REPAIR ANY DAMAGE TO EXISTING ASPHALT PAVEMENT DUE TO NEW CONSTRUCTION. SEAL AREA WITH MATCHING MATERIAL. NO COLD PATCH ASPHALT PERMITTED. 320. EXISTING ASPHALT AND / OR CONCRETE PAVEMENT TO REMAIN. 321. EXISTING CONCRETE SIDEWALK TO REMAIN. 322. LINE OF EXISTING CANOPY ABOVE. 323. EXISTING CONCRETE ACCESSIBLE ENTRY RAMP. 324. EXISTING CONCRETE ISLAND. 325. LOCATION OF EXISTING PAD MOUNTED TRANSFORMER. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 326. EXISTING CONCRETE RECEIVING DOCK AND RAMP. 327. NEW GUARDRAIL. SEE SHEET A4.2 FOR ADDITIONAL INFORMATION. 328. NEW REMOVABLE GUARDRAIL. SEE DETAIL 31A4.2 FOR ADDITIONAL INFORMATION. 329. NEW DOCK BUMPER.12"W x 4"D x 10"H RUBBER LAMINATED DOCK BUMPER BY ULINE OR EQUAL. ANCHORED TO CONCRETE WALL PER MFR. SPECIFICATIONS. 330. 6"0 STEEL PIPE BOLLARD. SEE DETAIL 31A4.1 FOR ADDITIONAL INFORMATION. 331. 8"0 STEEL PIPE BOLLARD. SEE DETAIL 3/A4.1 FOR ADDITIONAL INFORMATION. 333. NEW CONCRETE EGRESS RAMP AND LANDING. SEE SHEET A4.1 FOR ADDITIONAL INFORMATION. 334. NEW WALL MOUNTED HANDRAIL. SEE SHEET A4.1 FOR ADDITIONAL INFORMATION. FLOOR PLAN NOTES 1. REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION 2. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING WORK. 3. HFT GENERAL CONTRACTOR IS TO PROVIDE FULL TIME SUPERVISION OF PROJECT. NOTIFY HFT PROJECT MANAGER OF TYPICAL WORK HOURS. 4. HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND TIMING OF ALL HFT VENDOR INSTALLATIONS. COORDINATE WITH HFT PROJECT MANAGER FOR LIST AND MILESTONE TIMING. 5. HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR UNLOADING AND HANDLING ALL OWNER SUPPLIED MATERIAL AND DISPOSAL OF ALL PACKING MATERIALS AT THE JOB SITE. 6. HFT GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY AND FIT OF ALL MATERIALS, INCLUDING, BUT NOT LIMITED TO, ALL REFURBISHED MATERIALS. ALL REFURBISHED MATERIALS TO APPEAR NEW. 7. HFT GENERAL CONTRACTOR TO COORDINATE WITH HFTS FIXTURE MANUFACTURE TO ENSURE FINISHES TO MATCH. 8. IF THE CONTRACTOR CONSIDERS ANY SURFACE UNSUITABLE FOR A PROPER FINISH, HE SHALL NOTIFY HFT AND ARCHITECT OF THE CONDITION AND NOT COMMENCE WORK UNTIL DIRECTED BY HFT OR ARCHITECT. 9. HFT GENERAL CONTRACTOR TO NOTIFY OWNER OF ANY DAMAGES/ SHORTAGES WITHIN 48 HOURS OF RECEIPT OR BEAR RESPONSIBILITY FOR REPLACEMENT OF SUCH. 10. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PUBLISHED INSTALLATION SPECIFICATIONS AND PROCEDURES OF TF MANUFACTURER OF THE MATERIAL USED. 11. PROTECT OTHER WORK AND MERCHANDISE AS REQUIRED TO PREVENT ANY DAMAGE. 12. PROVIDE A CLEAN SMOOTH CONCRETE SURFACE FOR PROPER INSTALLATION OF ALL FLOOR FINISHES. 13. APPLICATIONS OF PAINT SHALL BE ONE COAT PRIMER AND TWO COATS PAINT (U.N.O.). PRIMER SHALL BE SPECIFIED OR RECOMMENDED 8 PAINT MANUFACTURER. 14. ALL ADHESIVES TO BE SUPPLIED BY HFT GENERAL CONTRACTOR. THE TYPE TO BE USED AS RECOMMENDED BY WALL COVERING MANUFACTURER SELECTED FOR THE TYPE OF INSTALLATION. 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT ALL WALL COVERING FOR QUALITY AND DEFECTS PRIOR TO INSTALLATION. 16. ALL SURFACES TO RECEIVE FABRIC OR WALL COVERING AS SELECTED SHALL BE PROPERLY PREPARED AND SIZED AS RECOMMENDED BY WALL COVERING MANUFACTURER SELECTED FOR THE TYPE OF INSTALLATION. CONTRACTOR SHALL NOTIFY HFT OF ANY SURFACE NOT SUITABLE FOR PROPER APPLICATION OF WALL COVERING. DO NOT APPLY ANY MATERIAL UNTIL SITUATION IS RESOLVED. 17. HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF BLOCKING FOR ALL WALL AND CEILING SUPPORTED ITEMS IN STORE. REVIEW ITEMS THOROUGHLY. COORDINATE WITH VENDOR AS NECESSARY. 18. HFT GENERAL CONTRACTOR TO ENSURE TIGHT, SECURE, AND PROPER FASTENING OF ALL STANDARDS TO METAL STUDS. 19. ALL DIMENSIONS ARE FROM FACE OF GYP. BD. U.N.O. 20. ALL INTERIOR DOORS ARE 6" OFF WALL U.N.O. 21. ALL EXPOSED WALLS TO UNDERSIDE OF STRUCTURE SHALL BE BUILT TIGHTLY AROUND STRUCTURE, PIPING, ETC. WALL LEGEND SYMBOL DESCRIPTION EXISTING WALL TO REMAIN NEW MASONRY WALL INFILL. SEE SHEET A4.1 FOR ADDITIONAL INFORMATION. : NEW WALL. SEE WALL TYPES, SHEET A4.1, FOR ADDITIONAL INFORMATION. WALL TYPE DESIGNATION. SEE SHEET A4.1 FOR ADDITIONAL INFORMATION NOTE: 1. ALL WALLS BRACED TO STRUCTURE ABOVE @ 4'-0" O.C. MAX. 2. ALL WALLS TO BE PAINTED TO 6" ABOVE CEILING, TO UNDERSIDE OF DECK (IF CEILING IS OPEN TO STRUCTURE), AND BEHIND ALL WALL FIXTURES BY CONTRACTOR. 7 z 0 W W 2 H C� uj .11 REVISIONS li Z W W d J r J m W Q H V W GV M cM J ILL J J_ Z a. L11 N J m J J cM Lo 7 m L C) `6 co R CR r O • g N v L 3 co 9YIT J Ln E: co N � N c J LL Q Y•o� a) oL? ti� a� c 0 s (L a m do v0, � to C C n p O U l30 •G.`� C � N E J C E Y 4-- 87546 0 m o coco a� dm E � E o m CL o � 'n � o E � c op o � m to E 06 c� m m �o c UJ U m (O �•Q3 0 � w c m Y aco m E d d N fj ^ `0 m o n_ m 0 m o� un, 0 in W � H O O C ow L N c N N J Y t� m w c nE� h 3 c Z am .2 o MZ U) L m O C C d y E C 2 rnw c £ c � - � o m c y EE r m .a p mw Z � ~ y � m I�INI�I�I�I�I-I-I-I- FLOOR PLAN DATE 06/14/17 JOB NO. 17165 Al ol SHEET N0. 4'-0" 9M 0 V-1011/16' V-1011/16" SIDE ELEVATION 2---- BACK ELEVATION n r�lm II II q V it N I= ==j -LL===- _ 5'-0" (M ACCESS PANEL PLAN VIEW THROUGH BOTTOM 1 ACCESSIBLE TRANSACTION COUNTER A1.2 SCALE:1/2" = V-0" GENERAL NOTES NOTES: 1. MATERIAL: 27.Omm [11 LAID UP PARTICLE BOARD COLOR TO MATCH PIONITE IVORY KID LG 1101 SIDE; BACKER 1 SIDE (10-930-1400). 2. MATERIAL:19.2mm [3141 MELAMINE PARTICLE BOARD COLOR TO MATCH FUNDER ALMOND 2 SIDES (10-910-0381). 3. MATERIAL:19.2mm [3141 MELAMINE PARTICLE BOARD COLOR TO MATCH BLACK 2 SIDES (10-910-0001). 4. MATERIAL: 3.Omm x 1-5/16" IVORY KID LG 110 PVC (90-100-0623). 5. MATERIAL: 0.5mm x 15/16" ALMOND PVC (90-100-0022). NOTE NOTE 1. REFER TO GENERAL NOTES ON SHEET AO.2 FOR ADDITIONAL INFORMATION 2. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING WORK. 3. HFT GENERAL CONTRACTOR TO PROVIDE NON-COMBUSTIBLE CEILING AND WALL BLOCKING AS NECESSARY. 4. HFT GENERAL CONTRACTOR TO INSTALL POWER POLES FOR CASH WRAPS. LOCATIONS INDICATED ON PLAN. PRIOR TO INSTALLATION COORDINATE WITH FIXTURE FABRICATOR. 5. HFT GENERAL CONTRACTOR TO FIELD SURVEY AND COORDINATE ACCESS OF ALL MILLWORK WITH HARBOR FREIGHT TOOLS OPERATIONS / STORE DESIGN. 6. HFT GENERAL CONTRACTOR AND FIXTURE FABRICATOR TO COORDINATE WITH APPROVED FIXTURE DRAWINGS. 7. HFT GENERAL CONTRACTOR TO COORDINATE WITH THE HARBOR FREIGHT TOOLS CONSTRUCTION MANAGER FOR NEW FIXTURE DROP LOCATIONS, TYPES, AND QUANTITIES. 8. ONLY GRAPHIC REPRESENTATIONS OF FIXTURES ARE SHOWN. ALL DIMENSIONS ARE APPROXIMATE. COORDINATE WITH FIXTURE DESIGNER AND FOLLOW ALL GOVERNING CODES FOR FINAL LOCATIONS AND PLACEMENT. 9. FIXTURE INSTALLER TO ADJUST FIXTURE LAYOUT AS REQUIRED TO PROVIDE 44" CLEAR PAST ANY COLUMN U.N.O. DISCC ELEC. AG RACK IOT INCLUDED. 10 SCREWS READ NOTE #4 TOP ED( #3 NOTE #5 EDGES NOTE #2 INTERIOR NOTE 112 TAPE HARDWARE BAG INSIDE OTE #3 ISOMETRIC VIEW FIXTURE PLAN KEY SYMBOL DESCRIPTION HEIGHT AW ADVERTISING 4 WAY 4'-0" A.F.F. AF ADVERTISING FLAT 0'-0" A.F.F. G GONDOLA T-0" A.F.F. (Consider all unmarked fixtures to be Gondola's) D DOUBLE TABLE V-9" A.F.F. - T-6" A.F.F. S SINGLE TABLE T-6" A.F.F. F FLAT DISPLAY MAT 0'-0" A.F.F. MM MOBILE MERCHANDISERS 4'-10" A.F.F. LS LOW SINGLE TABLE T-0" A.F.F. HS HIGH SINGLE TABLE 2'-6' A.F.F. XP EXTENDED PEG PANEL T-0" A.F.F. PT POWER TOOL DISPLAY T-0" A.F.F. AT AIR TOOL DISPLAY T-0" A.F.F. AXE AXE RACK DISPLAY T-0" A.F.F. MPR MOTOR/ PUMP RACK 7'-0" A.F.F. B BOX STOCK ON DISPLAY FLAT M1000, ROOM �ffp T 0 NOTES: HFT TO PROVIDE AND GENERAL CONTRACTOR TO INSTALL CHARGER, WATER TANK AND EYEWASH STATION. CHARGER TO BE HARDWIRED. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. FORKLIFT FORKLIFT EYE -WASH CHARGING STATION WATER TANK STATION FORKLIFT CHARGER AND EYEWASH STATION ELEV. SCALE: 1 /2" = V-0" ACCY 16R WINCH] HOISTS 20R v 400 SERIES FIXTURE PLAN KEY NOTES 401. 10 LB. ABC, CLASS 2A-10BC WALL MOUNTED FIRE EXTINGUISHER PER CODE. FIRE EXTINGUISHERS LOCATED TO PROVIDE MAXIMUM FLOOR AREA PER UNIT OF 3,000 S.F. AND A MAXIMUM TRAVEL DISTANCE OF 75' AS SHOWN. CONTRACTOR TO VERIFY FINAL LOCATIONS WITH FIRE MARSHAL. 402. FRONT/BACK OF HOUSE FIXTURES ANCHORED TO SLAB PER MANF. INSTRUCTIONS. VERIFY ADDITIONAL REQUIREMENTS WITH THE HARBOR FREIGHT TOOLS CONSTRUCTION MANAGER. SEE A1.4,1.5,1.6,1.7,1.8,1.9 AND 1.10 FOR ADDITIONAL INFORMATION. ING SHELVING AT SALES REPLENISHMENT RACKING TO BE OPEN WIRE SHELVES. 403. CASH WRAP. HFT GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS WITH THE HARBOR FREIGHT TOOLS CONSTRUCTION MANAGER. REFER TO THE ELECTRICAL DRAWINGS FOR ELECTRICAL REQUIREMENTS. INSTALL ALL CASH WRAPS WITH A MAXIMUM COUNTER HEIGHT OF 34" A.F.F. FOR A MINIMUM COUNTER LENGTH OF 36" PER ACCESSIBILITY CODES. SEE DETAIL 1/A1.2 FOR ADDITIONAL INFORMATION. 404. APPROXIMATE POWER POLE LOCATION. POWER POLE TO BE )C-X" IN HEIGHT. HFT GENERAL CONTRACTOR TO CONFIRM CASH WRAP IS IN PROPER LOCATION PRIOR TO POWER POLE INSTALLATION AND FINAL HOOK UP. E.C. TO PROVIDE AND INSTALL UNI-STRUT SEE ATTACHED TO STRUCTURE FOR SECURING POWER POLE IN PLACE. N 405. CASH REGISTER NAL 406. (1) 6'-0" AND (1) T-0" FACTORY GRAY COUNTER TOP FOR THE MANAGERS OFFICE DESK AND (2) 6'-0' FACTORY GRAY COUNTER TOP q FOR THE CASH ROOM DESK. SEE DETAIL 12/A4.0 FOR ADDITIONAL INFORMATION. 407. GRAY GROMMET IN COUNTER BY HFT GENERAL CONTRACTOR. VERIFY EXACT LOCATION W/ HFT. 408. APPROXIMATE LOCATION OF SAFE BY HFT. 409. APPROXIMATE LOCATION OF IT CABINET BY HFT. 410. HFT VENDOR TO PROVIDE AND WIRE "KRONOS SERIES 4000" TIME CLOCK. G.C. TO MOUNT CENTERED BETWEEN MANAGER OFFICE DOOR & WINDOW @ 44" A.F.F. 411. PRINTER. 412. LOCATION OF HFT FORKLIFT BATTERY CHARGER, TO BE PROVIDED BY HFT VENDOR AND INSTALLED BY G.C. SEE ELECTRICAL DRAWINGS & DETAIL 2/A1.2 FOR ADDITIONAL INFORMATION. 413. LOCATION OF HFT FORKLIFT WATER TANK, TO BE PROVIDED BY HFT VENDOR AND INSTALLED BY G.G. SEE DETAIL 21A1.2 . 414. LOCATION OF HFT EYE -WASH STATION. PROVIDED BY HFT, INSTALLED BY G.C. SEE DETAIL 2/A1.2. 415. G.C. TO INSTALL 700 WALL GUARD, AS MANUFACTURED BY INPRO, IN "SHIPROCK, 0280." tOF MOUNTING RAIL TO BE ANCHORED TO WALL @ 32" A.F.F. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SQUARE FOOTAGE BREAKDOWN CLEARANCE HEIGHTS CHART SALES AREA SQUARE FOOTAGE 9,527 S.F. SALES REPLENISHMENT SQUARE FOOTAGE 4,977 S.F. OFFICE AREA SQUARE FOOTAGE 664 S.F. AREA CLEARANCE HIGH POINT LOW POINT SALES BOTTOM OF DECK t21'-4" A.F.F. t21'-4" A.F.F. TOTAL OVERALL LEASE SQUARE FOOTAGE 15,168 S.F. BOTTOM OF STRUCTURE t164" A.F.F. t18'-4" A.F.F. SPRINKLER LINES @L.P. OF STRUCT. SALES REPLENISHMENT BOTTOM OF DECK t21'4" A.F.F. t21'-4" A.F.F. BOTTOM OF STRUCTURE t18'-4" A.F.F. t18'-4" A.F.F. SPRINKLER LINES &P. OF STRUCT. RECEIVING AREA CLEARANCE @ O.H. DOOR t18'-4" A.F.F. TOOLS 32R o AT ._ AT CD w U D D D... F F .. D ........ 5.... F . F . _ .__. F ......... '� B _ B B g SANDBLASTING / AUTO BODY 20R COMPRESSORS 20R a A A A v7 p AF5 ARLU Ir 12R AT AT AT su x o-s 38" x 8'-3" x 8'-0' 38" x 8'-3" x 8'-0" 38" x 8'-3" x 8'-0" x 8'-0" n . 24'�4 U 24-41/2" 24- 41/2" " _AW 1 AF3 AF1 AI-1 36'-3" B.O. DECK t21'4"A.F.F. o UJI_ Q o SK22 SK2 K16 $K15 SK10 `� SK4 SK3 4 Go a15 0 401 B.O. JOIST @ t18'-4" A.F.F. _ 00 N SOLAR SECURITY 12L - ....._... _._ _._ ......... cc MEASURING 16L L o SCREWDRIVERS 16L _..... __9 SOCKETS 16L _H _ _ � N 5-0w WELDING ACCY 16R 04 " w 4-0 � r- r w CLAMPS 12R VISES w 4-0 w SAFETY 16R . M " d- w 4-0 w _ . _ ._ M " 405 w GLOVES 16R ). 12-0 ,--. 6,-0" p p� RETURNS 38" x 8'-3" x 8'-0" 38" x 8'-3" x 8'-0• 38" x s'-3" x 8'-0" RECEIVING AREA} CONC. RECEIVING PAD 0'-0" O I i %FINISH FLOOR 0.-0• 412 M RETURNS 38" x 8'-3" x 8'-0" 38" x 8'-3• x 8'-0" 38" x 8'-3" x 8'-0" _ 1 N m JO p 4 401 F D D D WELDERS 20L D A B F F_ _F D D A F D D F F A METAL / WOOD WORKING 20L CONSTRUCTION / DEMO 20L B B F F 0 D DA BENCH POWER 20L B _ " - o - - O -- O - - 4 M N B.O. DECK t21'-4" A.F.F. M A • B.O. JOIST @ t18'4" A.F.F. D F F F F 413 WORK SUPPORTS 20L A ■ 15-3 v2 LARGE ITEM STORAGE LLjCD B +/- 524 S.F. AF14 AF13 AF12 AF11 AF10 AW2 _AF9.. AF8 AFT AF6 o " ,2 (BRIDGE) (BRIDGE) " (BRIDGE) (BRIDGE) (BRIDGE) (BRIDGE) j PT PT PT PT PT PT PT PT 50" x 8'-3' x 8'-0" 50" x 8'-3" x 8'-0" 50" x 8'-3" x 8'-0" 50" x 8'-3" x 8'-0' 50" x 8'-3" x 8'-0' 50" x 8'-3" x 8'-0" - - __ . _ __ _PT FASTENERS 16L SANDPAP R 16L POWER TOOL ACCY 32L POWER TOOLS 3R1 .. .........�.. I CONC. PAD V-6' B F.F. 0 FIXTURE PLAN SCALE 1/8" = V-0" �IF. CASH 407 ROOM 103 _ _ _-_ _..____(2 ..... ...... .. ...............0 U) 0 z Q 0 W W 2 H W _1 Q 0 07 F- 0 z 0 0 co A►- r'' . :;Z U U U r• cc o ca m W oI O� L C N Y CN J � co c v J > U_V Q Y ce �L9 oL9 N 0 s a ai 04 t o L c %cn a C" z J S m� U_ n N � N J �3a Q. w _ H = EC")5 Ex� -moo a w 19 m� N mom Y m o E 0 O � � G C O C 0 h �Ea m8� o N w (D� o c M'� c'S'3 G 0 Y m E ocn c:e Y cc CD LD oY m �oLQ m : 0 m G y o 3. Lj v U) �m ,2 a m a 0 y i :�C C N N J �v)ia m o� o.EL*4 � 2 � N^iCCy N U - O N A C cj) -0 Q O C E C pd N M E 8 C C 43 ;F.2 0 a " CD v -o .o MA m LO m m � REVISIONS z W L4 J J m a N � o C.M V LA co 1-- w M FIXTURE PLAN DATE 06/14/17 cos No. 17165 Al 02 SHEET N0. ROOM SCHEDULE FINISH SCHEDULE NO. I ROOM NAME I WALL I BASE I FLOOR I CEILING 100 VESTIBULE P-1 NIA C-1 ACT-2 101 SALES AREA P-1, P-2, P-6 RB-1 CON-1 OPEN TO STRUCTURE (PAINT P-5) 102 MANAGER OFFICE P-1 RB-1 LVT-1 ACT-1 103 CASH ROOM P-1 RB-1 LVT-1 ACT-1 104 SALES REPLENISHMENT P-1, P-2, P-6 RB-1 CON-1 OPEN TO STRUCTURE (PAINT P-5) 105 RECEIVING AREA P-1, P-2, P-6 RB-1 CON-1 OPEN TO STRUCTURE (PAINT P-5) 106 BREAK ROOM P-1 RB-1 LVT-1 ACT-1 107 WOMEN'S RESTROOM WC-1 RB-1 LVT-1 ACT-2 108 MEN'S RESTROOM WC-1 RB-1 LVT-1 ACT-2 NOTES: 1. STRUCTURE ABOVE TO BE CLEANED AND CLEARED OF DEBRIS. ALL EXPOSED STEEL STRUCTURE AND DECK TO BE PAINTED, (P-5). 2. ALL PREVIOUSLY PAINTED ITEMS TO BE PAINTED INCLUDING PIPING, DUCTWORK, CONDUIT, ETC. 3. ALL NEW WORK TO BE PAINTED, EXCLUDING NEW DUCTWORK / NEW HVAC DIFFUSERS. 4. ALL DOORS AND FRAMES TO BE PAINTED P-8. 5. WALL BASE TO BE INSTALLED ON ALL WALLS (EXCEPT AT GLASS / ALUMINUM STOREFRONT) THROUGHOUT INTERIOR OF SPACE. 6. ALL GYPSUM BOARD SURFACES TO BE PAINTED P-1. 7. ALL PREVIOUSLY PAINTED CMU (or CONCRETE) SURFACES TO BE PRIMED P-6, PAINTED P-2. 8. ALL BARE CMU (or CONCRETE) SURFACES TO BE PRIMED P-6A, PAINTED P-2. 9. PROVIDE A CLEAN, SMOOTH CONCRETE SURFACE FOR PROPER INSTALLATION OF ALL FLOOR FINISHES. 10. APPLICATIONS OF PAINT SHALL BE ONE COAT PRIMER AND TWO COATS PAINT (U.N.O.) PRIMER SHALL BE SPECIFIED OR RECOMMENDED BY PAINT MANUFACTURER. FINISH PLAN SCALE 1/8" = V-0" KEY MATERIAL WALL FINISH P-1 PAINT P-2 LATEX PAINT p_6 PAINT -PRIMER P-6A PAINT -PRIMER WC-1 FIBER REINFORCED PLASTIC (FRP) TO CEILING MFR. SHERWIN - WILLIAMS SHERWIN - WILLIAMS SHERWIN - WILLIAMS SHERWIN - WILLIAMS MARLITE (NO SUBSTITUTIONS) FLOOR CON-1 CONCRETE FLOOR SEALANT HARBOR FREIGHT VENDOR FINISH LVT_1 50 CM X 50 CM X 2.5 MM, ALLURA FORBO FLOORING STONE LUXURY VINYL TILE C-1 CARPET TILE MATWORKS - MONSTER TILE BASE RB-1 6" RUBBER BASE ACT-1 ACOUSTICAL CEILING TILE CEILING ACT-2 ACOUSTICAL CEILING TILE P-5 I PAINT MISC. P-3 INDUSTRIAL ENAMEL P-4 INDUSTRIAL ENAMEL P-7 INDUSTRIAL ENAMEL P-8 INDUSTRIAL ENAMEL P-9 INDUSTRIAL ACRYLIC POLYURETHANE P-10 INDUSTRIAL HIGH PERFORMANCE ACRYLIC VPI ARMSTRONG NATIONAL GYPSUM SHERWIN - WILLIAMS COLOR REMARKS SW7006 EXTRA WHITE (EGGSHELL) UTILIZE PROMAR 200 (0 VOC) - NO SUBSTITUTIONS SW7006 EXTRA WHITE SEMI -GLOSS UTILIZE PROMAR 200 (0 VOC) - NO SUBSTITUTIONS WHITE PREPRITE PROBLOCK PRIMER- NO SUBSTITUTION; WHITE PROMAR BLOCK FILLER- NO SUBSTITUTIONS WHITE FACTORY FINISH TRIM AND CUT AROUND ALL DISPENSERS & MIRRORS WHICH OVERLAP FRP AND CAULK EDGE PROVIDE PVC TRIM MOLDING AT WALL BASE, DIVISION SEAMS, INSIDE AND OUTSIDE CORNERS AND EDGES. MITER TRIM AT ALL CORNERS AND CAULK ALL EXPOSED EDGES OF MOLDINGS. NIA GRIND AND POLISH ALL CONCRETE FLOORS AS SPECIFIED ON SHEET A0.2 S62415 - CONCRETE GRIGIO JOINT WHERE VINYL TILE FLOOR MEETS 6" RUBBEI BASE TO BE SEALED WITH SILICONE SEALANT. CHARCOAL SUPPLIED BY HFT VENDOR, INSTALLED BY G.C. C01 BLACK WALL BASE, SUPPLIED & INSTALLED BY FORBO. SEE ROOM SCHEDULE NOTE 4. WHITE 2' x 4' CORTEGA SQUARE LAY -IN TILE #769 w/ PRELUDE 15/16" EXPOSED TEE GRID. WHITE 2' x 4' GOLD BOND BRAND, GRIDSTONE 1/2" FIRE -SHIELD GYPSUM CEILING PANELS w/ PRELUDE 15/16" EXPOSED TEE GRID. DRY FALL (FLAT WHITE) WATERBORNE ACRYLIC DRYFALL: UTILIZE B42WO0181 (LOW VOC) -NO SUBSTITUTIONS SHERWIN - WILLIAMS HONORABLE BLUE #6811 SHERWIN - WILLIAMS SW7006 EXTRA WHITE SEMI -GLOSS SHERWIN - WILLIAMS SAFETY YELLLOW SEMI -GLOSS SEE PLAN FOR EXTENTS OF FLOOR STRIPING SHERWIN - WILLIAMS SW6385 DOVER WHITE SEMI -GLOSS INTERIOR DOORS AND DOOR FRAMES SHERWIN - WILLIAMS SW6811 HONORABLE BLUE (GLOSS) ACROLON 218 HS (COLOR COAT) FOR GALVANIZED STEEL HANDRAILS USE MACROPDXY 646 EPDXY FOR PRIMER SHERWIN - WILLIAMS (2) COATS SW SHER-CRYL HPA: SW2850 CHELSEA GRAY FOR EXISTING METAL PANELS - PRE -FINISHED USE SW DTM BONDING PRIMER NOTE: GC SHALL USE HARBOR FREIGHT TOOLS NATIONAL PARENT ACCOUNT #7757 WHEN ORDERING PAINT. U) 0 z Q `W V ) W F— W Q U to F— O z O a p, ylil 1 • � J C) J m J J 0 M cn Lc) REVISIONS 8 y U m L CD0 CD (a m o s ts0 s o� N Y CI � E cfl cc') c J > U- Ya � o 6 CD 04 o� LO m c 0 s a a 'd N 7� c c a Z` 8 co Q - a H 2 to O.'0 y M E � go o 0 umi•3�' m wig coo m T Y 0 n CD m m E � � O N d N C p O C � O O w ¢ N m N C. v E a m8m C w c O C ma-u 2 c o 3 M a0 � m c m� m -CID fn E O J m�Y cc co oY m 0 EL �° m 0 mno- c 0 gCD N m O O S C m Q t m U) ti K!05 w m a c m d� y 3 c •Z OU3a <D •C c ny E my 4-- 'ID � c v � m Eta m O O N Z m zmI- INI- ICI - I - I - I - I -I!F! FINISH PLAN DATE 06/14117 JOB N0. 17165 Al m3 SHEET N0. 4 B.O. DECK @ t21'-4" A.F.F. B.O. JOIST @ t18'-4" A.F.F. Eol O 8'-8" in its 1/2.0 BURGLAR BARS @ 12" O.C. EACH WAY - SEE NOTE: SEE MECHANICAL MECHANICAL DRAWINGS FOR DRAWINGS FOR HOLD DOWN ADDITIONAL INFORMATION BRACKET DETAILS NOTE: TOP OF CURB TO BE WOOD BLOCKING FURNISHED w/ LEVEL ALL FOUR SIDES. CURB R NOTE: NEW CURBS & BURGLAR BARS @ COUNTER FLASHING z NEW ROOF OPENINGS PROVIDED BY HFT VENDOR AND INSTALLED BY GC. AT PRE -FABRICATED INSULATED ROOF w a EXISTING ROOF OPENINGS, GC TO CURB - SEE MECHANICAL DRAWINGS 00 PROVIDE AND INSTALL CURB ADAPTERS COMPARABLE FLASHING 0 AND BURGLAR BARS. CURB SHALL BEAR DIRECTLY ON STR. STEEL, NOT ON METAL LAP SEALANT z DECK. MECH. UNIT MUST SIT LEVEL. REFER EXISTING a TO MECHANICAL DRAWINGS FOR ROOFING 3. ADDITIONAL INFORMATION. METAL ROOF DECK MI @� NOTE: cl, G.C. TO USE LANDLORD APPROVED ROOFING f CONTRACTOR TO PATCH/ REPAIR ATTACH MECHANICAL CURB TO PERIMETER ANY ROOF AREAS IN ASSOCIATION STEEL ANGLES w/ #10 TEK SCREWS @ 12" WITH RTU INSTALLATION. O.C. AROUND PERIMETER OF RTU VERIFY WITH MECH.i SEE STRUCTURAL JOIST REINFORCEMENT :::� MECHANICAL ROOF CURB DETAIL SCALE: 3/4" = l'-0" 28'-0" 28'-0" 28'-0" 511 B.O. DECK @ t21'-4" A.F.F. 507 511 1 B.O. JOIST @ t18'4" A.F.F. 8'-0" ol 8'-0" ol 8'-0" w EQ L EQ. 505 w 504 501 MENS BREAK of® 15 ROOM LAY -IN CEILING 106 @ 8'-0" A.F.F. LAY -IN CEILING @ 8'-0" A.F.F. ~—' WOMENS ® 107 SALES REPLENISHM NT LAY'-08'- CEILING @ 8' A.F.F. 104 510 OPEN TO 501 STRUCTURE T T _�- T ti t 81-8- 11'-0" 111-0" —cl n. ," 0 RECEIVING AREA i� 105 OPEN TO STRUCTURE 4 CV 8'-0' 10'-0" 10'-0" TYP. TYP. t6'-3" ao 502 0 CEILING PLAN GENERAL NOTES CEILING PLAN GENERAL NOTES 2' X 4' FLUORESCENT LIGHT FIXTURE SEE ELECTRICAL DRAWINGS FOR SUPPLY AIR DIFFUSER SEE MECHANICAL PLANS FOR ® 1. REFER TO GENERAL NOTES OF SHEET A0.2 FOR ADDITIONAL INFORMATION. 2. HFT G.C. TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING ADDITIONAL INFORMATION ADDITIONAL INFORMATION WOE 3. HFT G.C. TO NOTIFY HFT PROJECT MANAGER IMMEDIATELY AFTER DEMOLITION OR START OF CONSTRUCTION, IF 8' SURFACE MOUNTED LIGHT FIXTURE RETURN AIR DIFFUSER PROPOSED CEILING HEIGHTS & MECHANICAL REQUIREMENTS CAN NOT BE ACHIEVED FOR ANY REASON. SEE ELECTRICAL DRAWINGS FOR SEE MECHANICAL PLANS FOR 4. HFT G.C.IS RESPONSIBLE FOR PATCHING & REPAIRING ALL FIREPROOFING AS REQUIRED DUE TO PRIOR TENANT ADDITIONAL INFORMATION ADDITIONAL INFORMATION CONSTRUCTION AND DUE TO ANY NEW DEMOLITION OR NEW CONSTRUCTION TO MEET BOTH LANDLORD AND BUILDING DEPARTMENT REQUIREMENTS. 4' SURFACE MOUNTED LIGHT FIXTURE EXHAUST FAN 5. HFT G.C. TO PROVIDE CEILING ACCESS PANELS AS REQUIRED TO ACCOMMODATE ELECTRICAL, PLUMBING, SEE ELECTRICAL DRAWINGS FOR ------ I SEE MECHANICAL PLANS FOR a SPRINKLER AND/OR MECHANICAL SERVICES THAT PASS THROUGH THE LEASED PREMISES. IE., J-BOXES, DUCT ADDITIONAL INFORMATION ADDITIONAL INFORMATION SMOKE DETECTORS, FIRE DAMPERS, FLOW SWITCHES, UTILITY CONNECTION POINTS, ETC. 6. SUSPENSION WIRES SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 48" O.C. EXTERIOR WALL MOUNTED LIGHT ELECTRIC UNIT HEATER 7. ALL LAY -IN CEILING GRIDS SHALL BE CENTERED IN ROOM U.N.O. FIXTURE. SEE ELECTRICAL DRAWINGS SEE MECHANICAL PLANS FOR ® ® 8. SEE FP1.0 FOR SPRINKLER INFORMATION. FOR ADDITIONAL INFORMATION ADDITIONAL INFORMATION 500 SERIES CEILING PLAN KEY NOTES 500. APPROXIMATE LOCATION OF HFT LEASE LINE. 501. 2' x 4' SUSPENDED CEILING SYSTEM INSTALLED PER MANUFACTURERS SPECIFICATIONS, SEE FINISH SCHEDULE ON A1.3 FOR ADDITIONAL INFORMATION. CEILING TO BE CENTERED IN ROOM U.N.O. 502. APPROXIMATE LOCATION OF NEW HVAC ROOFTOP UNIT SET ON NEW CURB, LENNOX TO PROVIDE BURGLAR BARS & CURB, M.C. TO INSTALL. G.C. TO CONTRACT WITH LANDLORD ROOFING CONTRACTOR TO MAINTAIN ALL ROOFING WARRANTIES. REFER TO DETAIL 11A2.0, DETAIL 61A4.2, AND MECHANICAL DRAWINGS. 503. EXPOSED STRUCTURE TO REMAIN. REMOVE ANY UNUSED EQUIPMENT, WIRES, HANGERS, ETC. FROM STRUCTURE AREA. PAINT ENTIRE STRUCTURE PER FINISH SCHEDULE ON SHEET A1.3. 504. NEW LIGHT FIXTURES THROUGHOUT ENTIRE HFT SPACE, UNLESS NOTED OTHERWISE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 505. NEW SUPPLY AND RETURN AIR DIFFUSERS OCCUR AT NEW ROOM LOCATIONS. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 506. MOUNT OX-BLUE CAMERA ON BOTTOM OF ROOF JOIST 36" BELOW JOIST. 507. EXISTING WALL MOUNTED EXTERIOR LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 508. EXISTING CANOPY LIGHTING. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 509, OVERHEAD COIL -UP DOOR HOUSING. SEE SHEET A5.0 FOR ADDITIONAL INFORMATION. 510. GYPSUM BOARD SHELF AT 7'-0" A.F.F. TO BE PAINTED. SEE SHEET A1.3 AND DETAIL 1/A4.1 FOR ADDITIONAL INFORMATION. 511. NEW WALL MOUNTED EXTERIOR LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. SALES AREA UF'tN f U STRUCTURE 1—"., t1'-10" REFLECTED CEILING PLAN SCALE 1/8" =1'-0" 10'-0" 10'-0" TYP. TYP. -0" t . t6'-10" �4 H B.O. DECK @ t21'-4" A.F.F. / MANAGER B.O. JOIST @ t18'-4" A.F.F. OFFICE 10 LAY -IN CEILING @ 8'-0" A.F.F. 8'-0" 1 3'-11' Ak u ..._-.__..._ VESTIBULE 100 LAY -IN CEILING M0'4" A.F.F. 0 o O M 508 TYP. OF (3) 05 01 - --- -- 4 CASH ROOM � 103 LAY -IN CEILING @ 8'-0' A.F.F. Cn Z Q 0 W '' VJ W 2 w J Q U H 0 Z 0 `�Z � / 8 •• ca U U ticc o cc V o� W O� - �c c `1• 3 J04 u') x E cD �v c J V > LLL Q Y o w pc N ti Lo a � m N m 0 t a T N � N � Lo cco M z, 8 LL J LL 3 � a J y � M Ccaw y Owl Z O J C 8Oo O LLI N Rocco J T U Y `m O � O m CL a, rn � o co c O •a y m CL m a E o m 8 m C p y w 4) C O a U C 3 c cc �• y C O Y ow+E oC13 � � Y LQ a co C6 2? .P 52 n) w S a a ` . o m O y 0 3 a c`n®cg � y .Lr C tOA U Hm 1 cn J d N E 3 c 2 c cn c CD o c E J C d y 85 E m 2 y 0 ELa m �m8 L� REVISIONS w Q N O it C41 c7 d lA w ao -n REFLECTED CEILING PLAN DATE 06/14/17 JOB NO. 17165 A200 SHEET NO. �1� w:. r flme SANITARY NAPKIN DISPENSER - WOMEN'S 56" MIN. ROOM ONLY ol 3'-5" 10 ca+ 3'-0" 41-6" if- ol MIN. MIN. ? r---- -----------------T---------I 1'-0" 2'-0" GRAB 1'-0"Lo' T-6" BARS i NO OTHER FIXTURES MIN. MIN. MAX. MIN. caj I i 1 PERMITTED IN CLEAR W FLOOR AREA , " SEE DETAIL 8/A4.0 g• FOR BLOCKING AT i a N " GRAB BARS z i I `n m I I ; % 1 qCD o io ch a w �, ca I I I N a Z � I I I C9 1 I I ED O I I I 6 o I ✓ i I I � I I � i 18" 12" " TOILET PAPER DISPENSER i ROUGH -IN U' �--- - ------------------------� �o ~ 50" MIN. CLEAR SPACE AT FRONT OF WATER CLOSET ACCESSIBLE WATER CLOSET ELEVATIONS 2 ACCESSIBLE TOILET 0 SCALE: 1/2" =1'-0" A4.0 SCALE: 1/2" =1'-0" DUPLEX RECEPTACLE - SEE ELECTRICAL DRAWINGS FRONT ELEVATION SIDE ELEVATION ACCESSIBLE DRINKING FOUNTAIN ELEVATIONS SCALE: 1/2" =1'-0" TYPICAL RESTROOM SIGNS TYPICAL ROOM / EXIT SIGNS s" / LATCH SIDE Q` / LATCH SIDE / OF DOOR / OF DOOR g" CC co (�.� GRADE 2 / / 9" L 6' / BRAILLE / sIC N cN ICU cc m in TEXT sJ W FQ- w ,�JQ w QV \ \ j m = Q - o \ \ j m -p U O� \ w ZpU pS UJ ZJ \ w uj o J wo \ c w W z R \ NJN w Q g w \\ d m "'m� `a0 \ co �m "'mo o \ 0 Z a IN N Z_ NOTES: 1. SIGNAGE SHALL COMPLY WITH LOCAL ACCESSIBILITY CODE AND SECTION 703 OF THE ADA REGULATIONS, INCLUDING THE REQUIREMENTS BELOW. 2. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 3. CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM & SHALL BE SANS SERIF UPPERCASE CHARACTERS. CHARACTERS SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH. 4. BRAILLE SHALL BE GRADE 2 AND SHALL COMPLY SIZE AND SPACING REQUIREMENTS IN THE ACCESSIBILITY CODE. BRAILLE CHARACTERS SHALL BE LOCATED BELOW THE SIGN TEXT, WITH A 3/8" MINIMUM SPACE BETWEEN BRAILLE AND TEXT OR OTHER SIGNAGE ELEMENTS (BORDER, PICTOGRAM, ETC). 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6" IN HEIGHT. ,`�6 SIGN DETAILS A4.0 / SCALE: N.T.S. WINDOW OCCURS SEE -� SHEET A5.0 FOR ADDITIONAL INFORMATION 4" HIGH, 3/4" THICK GRAY LAMINATE BACKSPLASH (2) 2" GRAY PLASTIC GROMMETS PER COUNTER- TOP, EQUALLY SPACED. CONT. 2X4 CLEAT ATTACHED TO WALL - 1-1/2" THICK GRAY LAMINATE COUNTERTOI SUPPORT PANEL @ 4'-0" O.C. MAX. FINISH TO MATCH COUNTERTOP- 4" 25" SQUARE EDGE ON 2112" COUNTERTOP, NO - 121 OFFICE COUNTERTOP SECTION A4.0 ) SCALE: 1/2" =1'-0" HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT PER ADA REGULATIONS RESTROOM WALL ---------------- z I IL NIN- p o o I o z cn I z LL 17" - 25" 48" MIN. lo 8" MIN. 6" MIN. NO OTHER FIXTURES PERMITTED IN CLEAR 17" - 25" FLOOR AREA ELEVATION PLAN ACCESSIBLE LAVATORY PLAN & ELEVATION A4.0 / SCALE: 1/2" =1'-0" ACCESSORY ACCESSORY - 1L- - - LL 0 ~w W> Z m LLJ pJppp}Lu t- Q O U H - wo� aW.mIY °�J } H O O U m O W 0 � a z 10 O O U wcoU ¢ co M ACCESSORY MOUNTING HEIGHTS SCALE: 1/2" =1'-0" CASEWORK NOTES 1. REFER TO GENERAL NOTES OF SHEET A2.0 FOR ADDITIONAL INFORMATION 2. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING WORK. 3. CABINETS WITH DOORS: ALL PARTS EXPOSED TO VIEW SHALL BE COVERED WITH LAMINATED PLASTIC FINISH. INSIDE OF CABINETS SHALL BE MELAMINE. 4. FURNISH ALL HARDWARE AS REQUIRED. PROVIDE ADJUSTABLE SHELVES AND REQUIRED HARDWARE WHERE SHOWN. (NO VISIBLE HARDWARE) 5. PROVIDE ALL NECESSARY'IN-WALL" BLOCKING OR PLYWOOD BACKING AS REQUIRED TO SUPPORT COUNTERS, SHELVING, CABINETRY, ETC. 6. PROVIDE SUPPORT BRACKETS AS REQUIRED AT ALL COUNTERS. 7. PROVIDE'CUTOUT AND/OR OPENINGS AS MAY BE REQUIRED FOR PLUMBING FIXTURES, EQUIPMENT, ETC. VERIFY LOCATIONS WITH HFT. 8. PROVIDE OPENING IN COUNTERS W/ PLASTIC GROMMETS FOR WIRING AT ELECTRIC & DATA OUTLETS AS MAY BE REQUIRED, VERIFY LOCATIONS WITH HFT. 9. SEE DRAWING A1.2 FOR CASEWORK & COUNTERTOP LOCATIONS. 10. PROVIDE RUBBER BASE OVER TOE KICK. 11. OPEN SHELVING: ALL SHELVING UNITS, EDGES OF SHELVES AND VERTICAL SUPPORTS SHALL HAVE PLASTIC LAMINATE FINISH ON ALL SURFACES EXPOSED TO VIEW. ALUMINUM'U' PANEL RETAINERS REMOVABLE PLAIT. LAM. PLUMBING ACCESS PANEL. FABRICATE CONNECTORS AS REQUIRED SO THAT PANEL MAY BE REMOVED TO SERVICE PLUMBING BEHIND. ALUMINUM CLIP ANGLE FINISHED FLOOR 11 COUNTERTOP SECTION @ SINK A4.0 SCALE: 1/2" =1'-0" - 1 ENLARGED RESTROOM / BREAK ROOM PLAN A4.0 SCALE: 3/8" =1'-0" MIRROR SPECIFICATIONS: SENTRY MIRROR - (24" x 36") PROVIDED BY VENDOR, INSTALLED BY G.C. o ui www.sentrymirror.com N i a co uj - -� I- w o W W U_ LU U- �� Zw�?� rr z !2p m w Z<mui �� N W 0 iM W U- W W HAND INININOVER DRYER HOOK LAVATORY MIRROR 4" H. PLAST. LAM. BACKSLASH PLAIT. LAM. BACKSPLASH BEYOND 24" DEEP PLAIT. LAM. COUNTER 1'-5" LAM.APRON PROVIDE 3" 4" H. PLAST. LAM. FILLER STRIP BACKSPLASH WHERE CAB. 11/A4.0 MEETS WALL "� ao 7 ------ ------ ------ ------ CV 2'-0" L 21-6" 1, 2'-9" 1. 2'-9" i01 BREAK ROOM CASEWORK ELEVATION A4.0 % SCALE: 1/2" =1'-0" PLAIT. LAM. FINISH STRIP TO MATCH COUNTER FINISHED END PANELS TO MATCH FRONT FACE BASE CABINETS W/ (1) ADJ. SHELF RUBBER BASE OVER 4" HIGH TOE KICK PEENED GRIP s GRAB BAR SECTION A4.0 SCALE: N.T.S. GENERAL NOTES o . �0 1. SEE TYPICAL RESTROOM DETAILS THIS SHEET FOR ADDITIONAL CAP INFORMATION. 2. SEE Al. 1, & 4.1 FOR KEY NOTE REFERENCES, WALL TYPE • ' REFERENCES, AND ADDITIONAL INFORMATION. A 68 F'- 3. SEE PLUMBING SHEET FOR FIXTURE TYPES. �e�• 4. FURNISH ALL HARDWARE AS REQUIRED. PROVIDE ADJUSTABLE �� SHELVES AND REQUIRED HARDWARE WHERE SHOWN. (NO VISIBLE HARDWARE) /g E®Q� 5. SEE ELECTRICAL & PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION 700 SERIES KEY NOTES 701. RESTROOM FIXTURES, SEE PLUMBING DRAWINGS FOR ADDITIONAL o cmo INFORMATION. coo 702. DOTTED LINE INDICATES PROVIDE AND INSTALL WC-1 ON WALL AS o SHOWN. SEE FINISH SCHEDULE A1.3 FOR ADDITIONAL INFO. W o 703. GREEN BOARD AND WC-1 TO EXTEND FROM FLOOR TO 4'-0" A.F.F. o AT ALL DRINKING FOUNTAIN WALLS. $ cm 704. TOILET PAPER DISPENSER BOBRICK MODEL: #B-2840. PROVIDED BY Y � HFT, INSTALLED BY G.C. ~ U 04 705. DRINKING FOUNTAIN - REFER TO PLUMBING DRAWINGS FOR E co ADDITIONAL INFORMATION. x -6 $ v 706. WATER HEATER MOUNTED ABOVE MOP SINK ON SHELF. SHELF TO BE MOUNTED AT T-0" A.F.F. REFER TO PLUMBING DRAWINGS FOR r a " MORE DETAILS. V Y o 707. FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR MORE m L9 DETAILS. CONTRACTOR TO SLOPE FLOOR TOWARDS DRAIN, o N (SLOPE NOT TO EXCEED 2%). 708. DASHED LINE INDICATES MIN. CLEAR FLOOR SPACE (TYP.) Q 709. CLEAR FLOOR SPACE CENTERED ON LOW DRINKING FOUNTAIN. 710. MIRROR LOCATION. HFT VENDOR TO PROVIDE AND HFT GENERAL c CONTRACTOR TO INSTALL. SEE DETAIL 7 THIS SHEET FOR MOUNTING HEIGHTS AND DIMENSIONS. a 711. NUMBERS INDICATE MINIMUM CLEAR AREA AT FLOOR SPACE DIAGRAMS (TYP.) 712. REFRIGERATOR LOCATION. a 713. SEE SHEET A1.2 FOR CASEWORK AND TABLE TAGS. 04 y o 714. BREAK ROOM CABINETS: SEE DETAILS 10&11 THIS SHEET. o a 715. XLERATOR HAND DRYER (110-1 20V, 12.5 AMPS), MODEL #XL-W, WITH cco $ R XLERATOR RECESS KIT, ID #40502. HFT TO PROVIDE HAND DRYER, d PROVIDE RECESS KIT AND INSTALL BOTH KIT AND HANDILL a DRYER. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFO. acc 716. BREAKROOM SINK SEE P1.0 PLUMBING FIXTURES SPECIFICATIONS. J J 717. MOP SINK - REFER TO PLUMBING DRAWINGS FOR ADDITIONAL 003 a INFORMATION. E 718. USE % GREEN BOARD IN PLACE OF % GYP BOARD AS NOTED ON 8 o WALL TYPE A, Al. 719. GRAB BARS. HFT VENDOR TO PROVIDE AND HFT GENERAL LLu CONTRACTOR TO INSTALL. SEE DETAILS 2A, 2B, 6,7 & 11/A4.0 FOR N �' w ADDITIONAL INFORMATION. coca . 720. SANITARY NAPKIN DISPOSAL BOBRICK MODEL: #8-270. HFT E VENDOR TO PROVIDE AND HFT GENERAL CONTRACTOR TO INSTALL. c 721. PROVIDE 18" WIDE WHITE WIRE SHELVING FOR CLEANING SUPPLIES y S TO BE MOUNTED AT 5'-0" A.F.F. >,�g 722. EXTERIOR WALL SEE SHEETS A1.1 AND A3.0 FOR ADDITIONAL INFORMATION. m y v E �80) `wCD o` c y Nacc Q3 Co 0 y C co Y ftftftft C y E 23 `0 do 0LQ 6 �o T'O GRAB BAR SPECIFICATIONS: LL W o O c" H o Y y c BOBRICK B6806x36 (36" GRAB BAR BEHIND WATER CLOSET) o ? BOBRICK B6806x42 (42" GRAB BAR AT WALL (A ADJACENT TO WATER CLOSET) 2i -PROVIDED BY HFT VENDOR, INSTALLED BY G.C. co ca � o CL F.R.T. BLOCKING, TYP. 8 FOR ALL GRAB BAR 3 Z LOCATIONS to �t c -cm 0 b' C JM n y E8S W � N C WALL 0 E o10 VA c � Lo GYP. BD. (TYP.) 4" X 4" X 48" ALUM. DIAMOND PLATE NEW OR EXISTING CORNER GUARD STUD (TYP.) 48" HIGH ALUM. DIAMOND PLATE CORNER GUARD NEW OR EXISTING STUD (TYP.) GYP. BD. (TYP.) GUARD AT WALL OPENING s WALL GUARD DETAILS A4.0 SCALE: 3" = l'-0" GUARD AT WALL CORNER REVISIONS c� z QLLI~ (L J FFFT--- J m 0 uj W Q N 0 o L1J o *k •- N M lA CO 1l- CD m � LL, SECTIONS & J DETAILS Q U C/) DATE 06/14/17 ~ JOB NO. 17165 O Z 0 A400 0 SHEET NO. END GYP. BD 6" ABOVE SUSPENDED CEILING SUSPENDED ACT CEILING, - SEE SHEETS A1.3 & A2.0 FOR ADDITIONAL INFORMATION ,i 16" O.C. Qw F LL 5/8" GYP. BD. 3-5/8" 20 GA. METAL JOISTS @ 16" O.C. ero" r n m �n unnn � MOP SINK - HWH SHELF DETAIL SCALE: 1" = V-0" CONTRACTOR NOTE: PATCH AND MATCH NEW S.O.G. WITH EXISTING AS REQUIRED EXISTING S.O.G.--, 1/2" PRE -MOLD NEW S.O.G. TO MATCH EXISTING SEE PLAN FOR THICKNESS AND REINFORCEMENT-7 PROVIDE #4 SLAB DOWELS AT 16"OC MAX. APPLY BONDING STAGGERED (AT TRENCHES 3'-0" WIDE AND AGENT TO CONCRETE LESS)- DRILL AND EPDXY GROUT SURFACES ABUTTING REINFORCING 6" MIN. INTO EXISTING S.O.G. NEW CONCRETE USING HILTI HIT HY 200 ADHESIVE ANCHORNG SYSTEM (ICC ESR-3187)- TYP. SLAB PATCH SECTION SCALE: NONE EXISTING HOLLOW METAL DOOR EXTEND GYP. BD. TO DECK 6" 20 GA. METAL STUDS @ 16" O.C. 18" WHITE WIRE SHELF AND BRACKETS MOUNTED ON 6" WHITE STANDARDS SOG THICKNESS REINFORCING t < 4" 44 W2.9xW2.9 W.W.M. 4" < t < 6" #4 @ 16" O.C. EA. WAY 4" 4000 PSI CONC. LANDING AND RAMP 6'-0" 4'-W 1-12 MAX SLOPE w/ W2.9XW2.9 W.W.M. REINFORCING CENTERED. SLOPE NOT TO EXCEED 1:12 EXPANSION JOINT J EXISTING 4" CONCRETE SLAB is co 20 GA. TOP TRACK END GYP. BD 6" ABOVE SUSPENDED CEILING SUSPENDED CEILING, SEE -� A1.3 & A2.0 FOR ADDITIONAL INFORMATION 2-1/2" x 20 GA. STUDS @ 24" O.C. 2-1/2" RIGID INSULATION - 5/8" GYP. BD. 2-1/2" x 20 GA. METAL TRACK SCHEDULED BASE FINISHED FLOOR WALL TYPE B SCALE: 1" = l'-0" #430" LONG AT 16"OC- ALL SIDES OF SLAB PENETRATION- ANCHOR 6" MIN INTO CENTER OF EXISTING SLAB USING HILTI HIT HY 200 ADHESIVE ANCHORING SYSTEM (ICC ESR-3187) EXISTING FINISHED SCALE: NONE #4 DOWELS @ 16" O.C. ANCHOR 4"MIN. INTO EXISTING SLAB W/ HILTI HIT HY 6" COMPACTED 411 AGGREGATE, TYP. 200 ADHESIVE ANCHOR @ 16" O.C. 6" COMPACTED SUBGRADE 6" #4 @ 18" O.C. EA. WAY s CONCRETE EGRESS RAMP AND LANDING SECTION - SCALE: 1/2"=V-0" REINFORCING TO MATCH SURROUNDING EXISTING FLOOR SLAB: SAME SIZE AND SPACING ALL DIRECTIONS, TYP. EXIST. EXTERIOR WALL NOTE: INSTALL STUDS AT 16" O.C. AT RECESSED HAND DRYER LOCATION 4" 4000 PSI CONC. LANDING AND RAMP w/ W2.9XW2.9 W.W.M. REINFORCING NEW 4000 PSI CONCRETE SLAB TO MATCH EXISTING COMPACTED GRANULAR FILL, MATCHING DEPTH OF NEW SLAB WELL -COMPACTED STRUCTURAL FILL SEE DETAIL 2/A4.1 FOR BRACING AT UNSHEATHED STUD FLANGES END GYP. BD 6" ABOVE SUSPENDED CEILING SUSPENDED CEILING MAY OCCUR, SEE A1.3 & A2.0 FOR ADDITIONAL INFORMATION 6" 20 GA. METAL STUDS @ 16" O.C. 6" BATT INSULATION 5/8" GYP. BD.---_ 6" 20 GA. METAL TRACK SCHEDULED BASE FINISHED FLOOR WALL TYPE A SCALE: 1" = l'-0" CONCRETE TO BE RAISED (EXCEPT @ MAIN ENTRY BOLLARDS) STEEL PIPE FILLED w/ CONC. AND - EMBEDDED IN CONC. FOOTING. SEE PLANS FOR BOLLARD SIZE. PAINT SAFETY YELLOW (EXCEPT @ MAIN ENTRY BOLLARDS) BITUMINOUS JOINT AROUND PIPE - (ONLY WHEN INSTALLED IN CONC.) TOP OF EXIST. SLAB PATCH AND REPAIR TO MATCH ADJACENT SURFACES (TYP.) 3000 PSI CONCRETE BOLLARD DETAIL SCALE: 1" =1'-0" CENTERED. SLOPE NOT TO EXCEED 1:12 5'-0" EXPANSION JOINT EXISTING 4" CONCRETE SLAB w a d a EXISTING FOUNDATION AND EXTERIOR ° I a WALL TO REMAIN and 6" COMPACTED 411 AGGREGATE, TYP. #4 DOWELS @ 16" O.C. ANCHOR 4" MIN. COMPACTED SUBGRADE INTO EXISTING SLAB W/ HILTI HIT HY ---- - 200 ADHESIVE ANCHOR @ 16" O.C. #4 @ 18" O.C. EA. WAY 6" s CONCRETE EGRESS RAMP AND LANDING SECTION - SCALE: 1/2"=V-0" EXIST. DECK 6" 20 GA. METAL TRACK GYP. BD. CONTINUES TO DECK IF SUSPENDED CEILING DOES NOT OCCUR YELLOW BOLLARD SLEEVE BY IDEAL SHIELD, MODEL # BPD-YL-06-52-S. 1-866-825-8659, www.idealshield.com FIELD CUT TO 48" HIGH. o (MAIN ENTRY BOLLARDS ONLY, ATTACH W/ ADHESIVE STRIPS) q 1'4" @ 6" DIA. BOLLARD m 1'-6" @ 8" DIA. BOLLARD o V-0" @ 6" DIA. BOLLARD V-2" @ 8" DIA. BOLLARD cn VA V-4" @ 6" DIA. BOLLARD V-6" @ 8" DIA. BOLLARD WALL TYPE NOTES 1. REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION 2. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING WORK. 3. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS WHERE THE STUD MANUFACTURES RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE, THEY SHALL APPLY. 4. TYPICAL FASTENER: 4A. STEEL STUDS TO STEEL STUDS OR TRACKS: # -18 X 1/2" TEKS /2 WITH PHIL PAN HEAD FOR 25 GA. OR 20 GA. #10 -16 X 9/16" TEKS/3 WITH PHIL PAN HEAD FOR INTERCONNECTION OF 18 GA. OR 16 GA. 4B. STEEL STUDS OR TRACKS TO WOOD PURLINS, GIRDERS & BEAMS: #14-10 X 1 1l2" H.W.H. TYPE "S" METAL -TO- WOOD TEKS. 4C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL (TUBE STEEL, WIDE FLANGE COLUMNS, BEAMS, GIRDERS, ETC.): TEKS/3 OR TEKS/4 - GAUGE AND LENGTH AS REQUIRED FOR THE COMBINED THICKNESS OF THE FRAMING TO BE DRILLED. 4D. PLYWOOD TO STEEL STUDS: #10 - 24 X 3/4" TEKS/3 (PLYMETAL TEKS) WITH THIN WAFER HEAD. 4E. GYP. BOARD TO STEEL STUDS: #7 X 1 1/4" HI-LO TYPE "S" BUGLE HEAD SCREWS FOR 318" TO 5/8" GYP. BOARD TO 25 GAUGE OR 20 GAUGE STUDS. #6 X 1 1/4" TYPE S-12 BUGLE HEAD SCREWS FOR 3/8" TO 5/8" TO 18 GA. OR 16 GA. STUDS OR TRACKS. 5. ALL GYPSUM BOARD RETURNS SHALL HAVE METAL CORNER BEADS MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN DRYWALL CONSTRUCTION ABOVE FINISHED CEILING AND AS NOTED ELSEWHERE SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE CAULKED AT U.L. RATED PARTITIONS. ALL DRY -WALL JOINTS ABOVE FINISHED CEILING SHALL BE "FIRE TAPED." ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES UNLESS OTHERWISE NOTED SHALL EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE. ALL VERTICAL DIMENSIONS SHOWN ARE TO THE TOP OF THE SLAB, UNLESS NOTED OTHERWISE. 6. DRYWALL CONTROL JOINTS ARE TO BE INSTALLED AT MINIMUM 30'-0" O.C. AT PARTITIONS AND ELSEWHERE AS NOTED. 7. AT PARTITIONS HIGHER THAN 12'-0" PROVIDE HORIZONTAL LATERAL BRACING WITH 1 1/2" 16GA. COLD ROLLED CHANNELS AT V-0" O.C. VERT. ANCHORED TO STUDS. SEE DETAIL 2 THIS SHEET FOR ADDITIONAL INFORMATION. 8. ALL HFT FRAMING SHALL BE METAL STUDS. 9. ALL WOOD IS TO BE FIRE RETARDANT TREATED. 10. ALL RATED WALLS TO FOLLOW UL DESIGN # U419. NOTE: BRACING OCCURS WHERE INDICATED ON WALL TYPE DETAILS AND AT MID -POINT OF WALLS BETWEEN END OF GYPSUM BOARD ABOVE CEILING AND THE STRUCTURE ABOVE, TYP. 33ALV'D METAL STUD ..�.., , SPAZZER 9200 SPACING BAR LATERAL BRACING @ FREE - STANDING WALLS SCALE: N.T.S. SCALE: NONE EGRESS LANDING AND RAMP PLAN - SCALE: 1/2"=l'-O" TRENCH/ SAWCUT SLAB (T-0" WIDE MAX) 2'-10" HIGH WALL MOUNTED HANDRAIL. SEE DETAIL 8/A4.2 FOR ADDITIONAL NFORMATION 2'-10" HIGH WALL MOUNTED HANDRAIL. SEE DETAIL 8/A4.2 FOR ADDITIONAL NFORMATION Q W W 2 w J Q U U) f-- 0 z 0 0 71 ;d� v . i c 768 t? i3 o � V cq W.a o 0 I o � ��v 04• 1 Go "T J U.) E cp � :v c J > � V �¢ Y99 Cg am r- 0 U? O N � LO N N C O L a mC/) ¢c ,NA} �.L J 'p N � c n c J %E C � n y 'o cn n_0 J y y _ EJ EY RL o -0LLJ d N cn0w J T� Y d M'U'6 a� C- oZ S a o E m c .- o 0 vELD2.2 8� w� c Q 3 �ao U y C N � d Y l0 ftftftftv y E oca w oC6 `o r'! oLQ "- o .R� 90 ate. to cc 3 010 cf)6 3 c Y � H .c U � N �? 00 G.1 f6 Z co yN fy/1 U d G R O yp d d co d E y y 277 3 (A 'Z ^y y 3 U � O N Q O •C Lam, C 7>pdo.• ^y J E MU W 0) N N C J C 7 O Q :...ZS C N p E � N UO •pC •C 4 y REVISIONS 1* z w w a Lu m w oGo 0 WALL TYPES & DETAILS DATE 06/14/17 JOB N0. 17165 A4.1 SHEET N0. itRIIIA�11111l11■19�!�1■'R11�II 1 +�f V��� JI II����h'43�R1{�R1�II�1l� lgTwTn ■ o 1/4" NEOPRENE FOAM GASKET ROOFTOP UNIT (SIDE VIEW) INSTALL FACTORY FURNISHED DRIP EDGE ON NON -RAIL SIDES WOOD NAILER—�— FASTEN EQUIPMENT BASE TO PRE -FABRICATED EQUIPMENT RAIL ROOFTOP UNIT (NON -RAIL SECTION) DUC""^^ 1 WOOD NAILER PRE -FABRICATED CURB ROOFING WELD CURB TREATED WOOD BLOCKING TO STRUCTURE-- • BELOW CURB SEE STRUCTURAL PLANS FOR SUPPORT ROOFTOP UNIT (RAIL SECTION) EQUIPMENT ROOF DETAIL NO SCALE NOTE: MECHANICAL CONTRACTOR INSTALL BURGLAR BARS WHICH ARE FURNISHED BY LENNOX IN THE DUCT DROPS SERVING THE NEW ROOFTOP UNITS. NOTE: MECHANICAL CONTRACTOR SHALL REMOVE ALL EXISTING UNUSED MECHANICAL EQUIPMENT, EXHAUST FANS, DUCTWORK, DIFFUSER, ETC... COMPLETELY UNLESS OTHERWISE NOTED TO REMAIN. GENERAL CONTRACTOR SHALL ENGAGE LANDLORD'S ROOFING CONTRACTOR FOR ALL ROOFING WORK. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR TO DISCONNECT ELECTRICAL SERVICE FROM EQUIPMENT BEING REMOVED. NOTE: GENERAL CONTRACTOR SHALL ENGAGE LANDLORD'S ROOFING CONTRACTOR FOR ANY ROOFING WORK. 0 SALES REPLENISHMENT t NOTES ATTACH MOUNTING BRACKET TO ROOF CURB BEFORE MOUNTING EQUIP. ATTACH MOUNTING BRACKET TO INSIDE TOP OF ROOF CURB AS SHOWN USING 4 TEK SCREWS - SEE BELOW AFTER MOUNTING EQUIPMENT ON ROOF CURB, ATTACH BOTTOM OF BRACKET TO BASE RAIL OF EQUIP. AS SHOWN BELOW USING 4 TEK SCREWS. HARDWARE PACKAGE: (4)10 GAUGE STEEL ATTACHMENT BRACKETS MANUFACTURED BY AES-INC. PHONE: 800-786-0402 - OR EQUAL (32) #10 TEK SCREWS (2) BRACKETS ON EACH LONG SIDE OF CURB, EQUALLY SPACED. RTU OR FAN EQUIPMENT PLAN BRACKET LOCATII (TYPICAL OF 4) ROOFTOP UNIT OR FAN NEOPRENE GASKET WOOD NAILER TEK SCREW (TYPICAL) HURRICANE BRACKET. SEE BLOW-UP BELOW. ROOF CURB ROOFING /—,-:::EXISTING ROOF DECK EXISTING ROOF FRAMING NEW STEEL ANGLE AND BOLTED CONNECTION NUIL: ALTERNATE TO HURRICANE BRACKET IS TOTALLY SELF-CONTAINED CURB DESIGNED AND PROVIDED BY EQUIPMENT SUPPLIER TO RESIST 140 mph WIND LOADING HURRICANE BRACKET BLOW-UP EQUIPMENT HOLD DOWN BRACKET NO SCALE BREAK ROOM CD I 10"0 A 1 400 8 TG B NOTE: RUN DUCTWORK AS HIGH AS POSSIBLE IN OPEN AREAS. 14xl0 EF �O2 EF 01 i 12"0 I Aa CD 24x24 7 I D 40001. ILJ RECEIVING AREA 10 I I I -- RTU-041 1 I I I I I I I ..,., �TIONS (TYPICAL OF 8) WOMENS 07 i CD 1 2424 (IU NEW 03 10 TONS I 2 1 RTU-03 I I MECHANICAL PLAN SCALE: 1/8" = VI ,�c, MECHANICAL GENERAL NOTES: 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE, THE MECHANICAL CONTRACTOR SHALL INCLUDE ALL NEEDED OFFSETS, CHANGES IN DIRECTION, TRANSITIONS, ETC. NEEDED FOR COMPLETE AND OPERATIONAL SYSTEMS. 2. PERFORM ALL WORK IN ACCORDANCE WITH THE, RULES & REGULATIONS OF THE APPROPRIATE STATE AND LOCAL BUILDING CODES AND SUBTITLES. 3. QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THE AWARDING OF THE CONTRACT. OTHERWISE THE ENGINEER'S INTERPRETATION OF THE MEANING AND INTENT OF THE DRAWINGS SHALL BE FINAL. 4. IF CONFLICTS EXIST, PRIORITY OF LOCATION IN REFLECTED CEILING GRID SHALL BE AS FOLLOWS FROM HIGH TO LOW: SPRINKLER, MECHANICAL, LIGHTS, AND FIRE ALARM DEVICES (AS APPLICABLE). 5. MECHANICAL CONTRACTOR SHALL INSTALL THERMOSTATS AND SENSORS AS MANUFACTURED BY HONEYWELL, MODEL VISIONPRO 8000 RED LINK MODEL TH8320R1003 WITH THE WIRELESS SENSOR MODEL C7189R1004; UTILIZE THE "STANDARD INSTALL" MODE. THERMOSTAT SHALL BE TOUCHSCREEN PROGRAMMABLE 7-DAY TYPE. MECHANICAL CONTRACTOR SHALL LABEL EACH SENSOR AND THERMOSTAT APPROPRIATELY TO THE CORRESPONDING ROOFTOP UNIT IT SERVES. THERMOSTATS SHALL BE LOCATED IN THE MANAGER'S OFFICE 48" A.F.F. MAX. AT UNOBSTRUCTED AREAS (NOT TO BE LOCATED BEHIND DOOR SWING), AND 44' A.F.F. WHERE MOUNTED ABOVE 25" COUNTERS. THERMOSTATS SHALL BE MOUNTED NEATLY IN ROWS AND ALIGNED WITH ONE ANOTHER. COORDINATE EXACT LOCATION OF THERMOSTATS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. MECHANICAL CONTRACTOR SHALL COMPLETELY WIRE SENSORS AND REMOTE THERMOSTATS TO ROOFTOP UNITS. MECHANICAL CONTRACTOR SHALL LOCKOUT THERMOSTATS AND UPLOAD FACTORY CODES TO PROTRACK. NOTE: THERMOSTATS AND SENSORS SHALL BE FURNISHED BY LENNOX. MECHANICAL CONTRACTOR SHALL USE PLENUM RATED WHITE WIRE; HOMERUNS ONLY (NO SPLICING OF THE WIRE). 6. MECHANICAL CONTRACTOR SHALL PROVIDE AN AIR BALANCE REPORT TO VERIFY THAT THE HVAC EQUIPMENT IS FULLY OPERATIONAL. AIR BALANCE REPORT SHALL BE PREPARED BY A THIRD PARTY HIRED BY THE GENERAL CONTRACTOR. PAYMENT OF ALL COSTS FOR TESTING SHALL BE MADE BY THE MECHANICAL CONTRACTOR. TURN OVER AIR BALANCE REPORT TO HARBOR FREIGHT TOOLS' GENERAL CONTRACTOR FOR DISTRIBUTION. REFER TO MECHANICAL SPECIFICATIONS ON DWG. M1.2 FOR ADDITIONAL INFORMATION REGARDING TESTING AND BALANCING. 7. MECHANICAL CONTRACTOR SHALL ENSURE THERE ARE FILTERS IN ALL ROOFTOP UNITS AND AIR HANDLING UNIT DURING CONSTRUCTION AND SHALL INSTALL NEW FILTERS DURING CONSTRUCTION AND REPLACE ALL FILTERS PRIOR TO TURNOVER AND DATE ALL FILTERS WITH INSTALL DATE. 8. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL LOCKING MECHANISM TO SECURE ALL ROOFTOP UNIT CABINETS. COORDINATE WORK WITH GENERAL CONTRACTOR. 9. MECHANICAL CONTRACTOR SHALL KEEP ALL DUCTWORK ABOVE 12'-6" A.F.F. 10. MECHANICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF SPACE TEMPERATURE SENSORS WITH SALES FLOOR FIXTURES AND GENERAL CONTRACTOR PRIOR TO INSTALLING SENSORS. 11. MECHANICAL EQUIPMENT AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE INSTALLED TO RESIST THE WIND PRESSURES ON THE EQUIPMENT AND THE SUPPORTS AS DETERMINED IN ACCORDANCE WITH THE FBC. ROOF MOUNTED MECHANICAL UNITS AND SUPPORTS SHALL BE SECURED TO THE STRUCTURE. THE USE OF WOOD "SLEEPERS" SHALL NOT BE PERMITTED. MECHANICAL CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR AND LANDLORD FOR ATTACHMENT OF THE EQUIPMENT SUPPORTS AND FASTENINGS BY THE GENERAL CONTRACTOR WITH INFORMATION PROVIDED TO CITY BUILDING DEPARTMENT FOR FINAL APPROVAL BY THE GENERAL CONTRACTOR. 12. CURB SUPPORT: MECHANICAL CONTRACTOR SHALL INSTALL ROOF CURB ON ROOF STRUCTURE, LEVEL, ACCORDING TO LANDLORD'S WRITTEN INSTALLATION INSTRUCTIONS (SECURE FOR HURRICANE WINDS). INSTALL AND SECURE ROOFTOP UNITS ON CURBS AND COORDINATE ROOF PENETRATIONS AND FLASHING WITH LANDLORD APPROVED ROOFER HAVING WARRANTY FOR THE ROOF. REA . NOTE: RUN DUCTWORK AS HIGH AS POSSIBLE IN OPEN AREAS. I I - I I Z L.' MECHANICAL LEGEND SYMBOL DESCRIPTION SA SUPPLY AIR EA EXHAUST AIR EF EXHAUSTFAN EG EXHAUST GRILLE CD CEILING DIFFUSER OA OUTSIDE AIR RA RETURN AIR TG TRANSFER GRILLE RTU ROOFTOP UNIT AFF ABOVE FINISH FLOOR MC MECHANICAL CONTRACTOR PC PLUMBING CONTRACTOR EC ELECTRICAL CONTRACTOR GC GENERAL CONTRACTOR T THERMOSTAT (MTD. 4'-0' AFF) S1) SPACE TEMPERATURE SENSOR (AS NOTED) ® SMOKE DETECTOR FLEXIBLE DUCT (8'1 MAX. LENGTH) FLEXIBLE DUCT CONNECTOR MANUAL VOLUME DAMPER nz ELBOW W/ DBL THICKNESS TURNING VANES FRESH/RETURN/EXHAUST AIR DUCT ® SUPPLY AIR DUCT NOTE: MECHANICAL CONTRACTOR SHALL REFER TO THIS DRAWING FOR LABELING OF EQUIPMENT PROCEDURE. 12-112 TONS\ 01 O8 TG 10x10 B 250 8 EG 8x8 A 250 —12"0 MANAGERS OFFICE 10 EG 8x8 A 250 EF 03 A TG I 22x10 A 1 250 TG 14x10 B 1 350 NOTE: PROGRAMMABLE TSTAT LOCATED IN MANAGER'S OFFICE (TYPICAL FOR 4). REFER TO MECHANICAL GENERAL NOTE #5 ON THIS DWG. FOR ADDITIONAL INFORMATION. 1 VESTIBULE A TG 'Gl Mrcs ASSET LABELING SCHEDULE DESCRIPTION PLAN TAG LABEL TAG LOCATION RTU-01 XXXX-RTU-01 ROOFTOP UNIT SALES/OFFICE AREA RTU-02 XXXX-RTU-02 ROOFTOP UNIT SALES AREA ROOFTOP UNIT RTU-03 XXXX-RTU-03 SALENREAK ROOM AREA RTU 04 XXXX RTU 04 ROOFTOP UNIT STOCK AREA EF-01 XXXX-EF-01 EXHAUST FAN WOMEN'S TOILET ROOM EF-02 XXXX-EF-02 EXHAUST FAN MEN'S TOILET ROOM EF-03 XXXX-EF-03 EXHAUST FAN MANAGER'S OFFICE EF-04 XXXX-EF-04 EXHAUST FAN CASH OFFICE AHU AIR HANDLING UNIT, FURNACE, FAN COIL UNIT XXXX-RTU-01 COND CONDENSING UNIT DH DUCT HEATER STORE NUMBERLTJ EF EXHAUST FAN EQUIPMENTTYPE RTU ROOFTOP UNIT UH UNIT HEATER, CABINET UNIT HEATER, EQUIPMENT NUMBER WALL HEATER WU WALL UNIT MISC MISCELLANEOUS NOTE: MECHANICAL CONTRACTOR SHALL COORDINATE WITH THE CONSTRUCTION PM TO ACQUIRE THE STORE NUMBER PRIOR TO LABELING THE EQUIPMENT. THE MECHANICAL CONTRACTOR SHALL UPDATE THE ASBUILT DRAWINGS WITH THE STORE NUMBER. DIRECTIONS: MECHANICAL CONTRACTOR SHALL LABEL ALL EQUIPMENT SO THEY ARE VISIBLE FROM BELOW. EQUIPMENT SHALL BE IDENTIFIED WITH THE LABEL TAG AS INDICATED ABOVE. SPACE TEMPERATURE SENSORS AND THERMOSTATS SHALL BE IDENTIFIED WITH THE EQUIPMENT PLAN TAG THAT SERVES THEM. THERMOSTAT AND SENSOR LABELS ARE TO BE 1" TALL BLACK STICKERS AND ARIAL FONT. EXHAUST FAN AND UNIT HEATER (ALL TYPES) LABELS ARE TO BE 2" TALL BLACK STICKERS AND ARIAL FONT. ROOFTOP EQUIPMENT AND CONCENTRIC DIFFUSER LABELS ARE TO BE 3" TALL BLACK STICKERS AND ARIAL FONT. NOTE: EXTERIOR LABELS MUST BE SUITABLE FOR WEATHER APPLICATIONS AND FADE RESISTANT. EQUIPMENT LABELS SHALL BE MOUNTED NEXT TO THE UNIT MOUNTED DISCONNECT. IF THE UNIT DOES NOT HAVE A UNIT MOUNTED DISCONNECT, THEN PLACE ON THE MOST VISIBLE PLACE. MECHANICAL PLAN TAG NOTES: OMECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL SMOKE DETECTOR IN THE RETURN AIR DUCT OR AS REQUIRED BY LOCAL CODE AS MANUFACTURED BY "SYSTEM SENSOR' MODEL D4120 COMPLETE WITH SAMPLING TUBING. MECHANICAL CONTRACTOR SHALL ALSO FURNISH, INSTALL AND WIRE REMOTE TEST STATION WITH AUDIO VISUAL ALARM "SYSTEM SENSOR" MODEL RTS2-AOS NEXT TO THE PHONE BOARD OR AT A LOCATION APPROVED BY THE AUTHORITY HAVING JURISDICTION. MECHANICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING TO RTU AND INTERLOCKING WIRING TO OTHER DUCT DETECTORS (AS REQUIRED). FIRE ALARM CONTRACTOR SHALL WIRE DETECTORS TO FIRE ALARM SYSTEM (IF REQUIRED). SEE DUCT DETECTOR DETAIL ON DWG. MIA FOR WIRING. O SPACE TEMPERATURE SENSOR MOUNTED ON WALL OR COLUMN AT T-O' A.F.F. O THERMOSTAT MOUNTED ON WALL AT 4'-O" A.F.F. TO CONTROL DIFFUSER. O THERMOSTAT MOUNTED ON WALL AT 4'-O" A.F.F. TO CONTROL EXHAUST FAN. O8x8 EXHAUST AIR DUCT RISER THRU ROOF IN PRE-FAB INSULATED ROOF CURB TO GOOSENECK WITH BIRDSCREEN. COORDINATE ROOF OPENING AND ROOFING REPAIR WITH LANDLORD AND LANDLORD'S ROOFING CONTRACTOR. O MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL TRANSFER AIR DUCT WITH 1" THICK ACOUSTIC LINING. O MECHANICAL CONTRACTOR SHALL TRANSITION SUPPLY AIR DUCT IN DROP AND CONNECT TO DROP DIFFUSER SYSTEM. MOUNT DROP DIFFUSER SYSTEM AS HIGH AS POSSIBLE. REFER TO RTU DROP BOX DIFFUSER DETAIL ON DWG. M1.1 FOR ADDITIONAL INFORMATION. OFFSET DROP DIFFUSER SYSTEM AS NECESSARY TO AVOID LIGHTS. O MOUNT TRANSFER AIR AND/OR EXHAUST AIR GRILLE ON WALL AS HIGH AS POSSIBLE, APPROXIMATELY 2 FEET BELOW BAR JOIST. gO 1" TOTAL FREE AREA BETWEEN FLOORING AND BOTTOM OF DOOR. UNDERCUT DOOR BY GENERAL CONTRACTOR. 10 EXTEND RETURN AIR DUCT, FULL SIZE, WITH ELBOW AS HIGH AS POSSIBLE. REFER TO RTU DROP BOX DIFFUSER DETAIL ON DWG. M1.1. COVER RETURN AIR DUCT OPENING WITH 1"xt" WIRE MESH SCREEN. FURNISH AND INSTALL RETURN AIR DUCT WITH 1" THICK ACOUSTIC LINING. aEXTEND AND CONNECT NEW SUPPLY AIR BRANCH DUCT, SIZE AS INDICATED ON a PLAN, INTO SUPPLY AIR DUCT MAIN PRIOR TO CONCENTRIC DIFFUSER. INSTALL OPPOSED BLADE DAMPER BETWEEN BRANCH SUPPLY AIR DUCT TAKE -OFF AND DROP BOX DIFFUSER. EG 10x10 O A 350 ' . ' 1 NOTE: MECHANICAL CONTRACTOR SHALL MOUNT EXHAUST FANS (EF-03 AND EF-04) 8 TO 10 FEET ABOVE FINISHED FLOOR WITH ALL THREADED RODS AND VIBRATION ISOLATORS LOCATED ABOVE OFFICE CEILINGS. PROVIDE FLEXIBLE EG 10xl0 CONNECTIONS AT THE INLET AND OUTLET OF THE EXHAUST FAN. TRANSITION A 1 350-1 INLET AND OUTLET OF EXHAUST FAN CONNECTIONS TO RECTANGULAR DUCT AS II INDICATED ON THE MECHANICAL PLAN. PROVIDE A MINIMUM OF 18' OF EXHAUST 04 7 DUCTWORK AT THE INLET AND OUTLET OF THE EXHAUST FAN. EXHAUST AIR DUCT TO TERMINATE AT FACE OF OFFICE WALL WITH NEW EXHAUST GRILLE W CD 10"0 FLUSH TO WALL. GRILLE TO BE LOCATED 2 FEET BELOW BAR JOIST. A 1 350 _J _ - _ - CASH ROOM 10 TONNAGE BREAKDOWN TOTAL TONNAGE 42.5 TOTAL INTERIOR SQUARE FOOTAGE 15,168 SQUARE FOOT/TON 357 1111 HEP&F/, * Np.FE0W125 ST Is J LQ 0 m o� N V °00 :E 'T 'o N W moo- �3rD 04 N �J �. E = n: cL9 V f<Lo (DN ow a C)0 �a c � _ N ,a _ � o0ca o= Lo (0-55 MY 4) � a�3 —i U- o ,c 0 'c _I cow J m o o`'o ui �0o � ai '� � = o m Q. o '2 M W o c_`o N -_ 0 tflccl w� '15o_$m 2a�)Z,o a5co w °ooa n c o c 45 aD Jv=E0 6sw o `Uy.fl w Z Y C 0 O N 7 a0iC� � 0 E F o�N _j5� a� Y9ME r c Q r •- F- ' o �N 0 rnw C cl w>`,cx U O y 4) U c Q�8� cnccc Y 5 'c J?c33 w 0 0 c c co s a rn am Q Q 'r-cn co mOYE 3 Z—U) a SLYuj Zs 3Y 0 o0rvo w�w� ono 00, •- m 2 '.~0 cog o Q c 0 �46 o c o � E c rn 0 T = EEp H � U W Q N o �k N co It Lo c0 I- O rn O MECHANICAL PLAN DATE 06/14/17 JOB NO. 17165 mi ■ SHEET NO. 'I IIIA��R�11A1lIRII�I�'�8A�N11lIII ROOFTOP HEAT PUMP UNIT SCHEDULE (NO SUBSTITUTIONS ALLOWED) TAG LABEL MANUFACTURER NOMINAL CFM ESP/TSP OUTDOOR HEATING MBH ELECTRICAL DATA GROSS COOLING CAPACITY WEIGHT REMARKS HIGH/LOW COP S/A FAN TA MCA MOCP EAT DBIWB TOTAL (MBH) SENSIBLE (MBH) EER/SEER IEER AMBIENT TEMP. TAG & MODEL NUMBER TONNAGE (IN.) AIR (LBS) V (V� XXXX-RTU-01 LENNOX, 12.5 5000 1.4" TSP 1250 138 3.2 5HP 208V 67 80 80/67 136.9 109.5 10.6 EER 12 IEER 105 1600 SEE NOTES BELOW KHA150S4MN1Y 82 2.05 3 PH. RTU LENNOX 116 3.3 3 HP XXXX-RTU-02 10 4000 1.2" TSP 1000 208V 52 60 80/67 114.5 89.3 11.0 EER 12.5 IEER 105 1350 SEE NOTES BELOW 02 KHA120S4MN1Y 72 2.25 3 PH. RTU XXXX"RTU-03 LENNOX 10 4000 1.2" TSP 1000 116 3.3 3 HP 208V 52 60 80/67 114.5 89.3 11.0 EER 12.5 IEER 105 1350 SEE NOTES BELOW 03 KHA120S4MN1Y 72 2.25 3 PH. RTU LENNOX 116 3.3 3 HP 04 XXXX"RTU-04 KHA120S4MN1Y 10 4000 1.2TSP " 600 208V 52 60 80/67 114.5 89.3 11.0 EER 12.5 IEER 105 1350 SEE NOTES BELOW 72 2.25 3 PH. PROVIDED WITH THE FOLLOWING: 7, R-410a REFRIGERANT 14. CYCLE PROTECTION NOTE: 1. 14" HIGH PRE-FAB INSULATED ROOF CURB 8. COMBINATION COIL/HAIL GUARD 15. 5-YEAR COMPRESSOR WARRANTY MECHANICAL CONTRACTOR 2. DUAL ENTHALPY ECONOMIZER 0-100% 9. HINGED ACCESS PANELS 16. 7-DAY PROGRAMMABLE THERMOSTAT SHALL PROVIDE REMOTE TEST 3. DIRTY FILTER SWITCH, 2" MERV 8 FILTERS 10. HIGH AND LOW PRESSURE SWITCHES 17. REMOTE TEMPERATURE SENSORS STATIONS FOR DUCT DETECTORS. 4. BURGLAR BARS 11. FREEZE STAT 18. GFCI - FACTORY INSTALLED/FIELD WIRED BY ELECTRICIAN REFER TO MECHANICAL PLAN TAG MECHANICAL 5. MSAV (MULTI -STAGE AIR VOLUME) SUPPLY AIR BLOWER WITH PHASE MONITOR 12. SERVICE VALVES 19. CURBS PLUS, INC. DROP DIFFUSER SYSTEM: NOTE #1 ON DWG. FOR ADDITIONAL INFORMATION. 6. FACTORY INSTALLED UNIT NON -FUSED DISCONNECT - WEATHERPPROOF 13. BAROMETRIC RELIEF DAMPERS (4) VFPD 2410-10 20. REVERSING VALVES LENNOX CONTACT: Melissa Rossato: Melissa.Rossato@Lennoxlnd.com (972) 497-6249 LENNOX NATIONAL ACCOUNT TECH SUPPORT: (800) 367-6285 option 2 GRILLE, REGISTER AND DIFFUSER SCHEDULE TAG MANUFACTURER CFM AIR NECK DAMPER FRAME PANEL MAXIMUM FINISH MATERIAL REMARKS & MODEL NUMBER PATTERN SIZE STYLE SIZE NC LEVEL CD PRICE AS AS OPPOSED LAY -IN WHITE STEEL PROVIDE WITH WALL MOUNTED ROOM TSTAT. MC TO A PRODIGY PPD2 NOTED AS SHOWN NOTED BLADE CEILING 2424 30 POWDER COORD. W/EC FOR 120/24V CONTROL TRANSFORMER. COAT MC SHALL WIRE LOW VOLTAGE TSTATS. CD PRICE AS AS SHOWN AS OPPOSED LAY -IN 24x24 30 WHITE POWDER STEEL B SPD NOTED NOTED BLADE CEILING COAT CD PRICE AS AS SHOWN AS OPPOSED SURFACE 12x12 30 POWDER STEEL C SPD NOTED NOTED BLADE MOUNTED COAT CD CURBS PLUS, INC. AS 4 WAY 24x24 EXPOSED 44x44 37 MILL FINISH STEEL FURNISHED BY LENNOX AND INSTALLED BY THE D VFPD 2410-10 NOTED MECHANICAL CONTRACTOR. EG PRICE AS AS SURFACE NECK SIZE 30 WHITE STEEL TAG NECK SIZE A 535 NOTED EXHAUST NOTED MOUNTED + 1-3/4" POWDER tE COAT _ CFM TG PRICE AS TRANSFER AS LAY -IN 24x12 30 WHITE POWDER ALUMINUM A 81 NOTED NOTED CEILING COAT TG PRICE AS TRANSFER AS SURFACE NECK SIZE 30 WHITE POWDER STEEL B 535 NOTED NOTED MOUNTED + 1-3/4" COAT SIMILIAR MANUFACTURERS: KRUEGER, METALAIRE /1\ FAN SCHEDULE TAG LABEL MANUFACTURER AREA SERVICE CFM ESP WATTS FAN FAN MAX' SOUND WEIGHT REMARKS TAG & MODEL NUMBER SERVED & VOLTAGE RPM TYPE LEVEL (LBS) EF XXXX-EF-01 GREENHECK SP-A190 WOMEN'S EXHAUST 100 .3" 113 WATTS 12000 1400 CEILING MTD. 3.4 SONES 17 SEE NOTES 1- 7 BELOW 01 RESTROOM EF XXXX-EF-02 GREENHECK SP A190 MEN'S EXHAUST 100 3" 113 0V110S 1400 CEILING MTD. 3.4 SONES 17 SEE NOTES 1 - 7 BELOW 02 RESTROOM EF XXXX-EF-03 FANTECH FG 8 MANAGER'S OFFICE EXHAUST 250 •5" 119 WATTS 120V/10 2550 IN -LINE 12 SEE NOTES 3, 7, & 8 BELOW 03 EF XXXX-EF-04 FANTECH FG 10 CASH OFFICE EXHAUST 350 •5" 138 WATTS 120V/10 3000 IN -LINE 12 SEE NOTES 3, 7, & 8 BELOW 04 NOTES: PROVIDE WITH THE FOLLOWING ITEMS: 5. CONTROLLED BY LIGHT SWITCH (WHEN LIGHT SWITCH IS ACTIVATED THE FAN WILL ENGAGE) 8. LINE VOLTAGE COOLING THERMOSTAT 1. DISCONNECT SWITCH 6. 14" HIGH PRE-FAB ROOF CURB WHITE RODGERS #ET5SRTHS 2. GRAVITY BACKDRAFT DAMPER 3. INTEGRAL SPEED CONTROL SWITCH FOR BALANCING 7. HANGING KIT WITH NEOPRENE VIBRATION ISOLATORS 9. CONTROLLED BY TIME CLOCK BY EC 4. METAL CEILING GRILLE SIMILAR MANUFACTURERS: COOK, JENNAIR, PENN VENTILATION AIR REQUIREMENT HVAC AREA OCCUPANT REQUIRED O.A. REQUIRED O.A. (MIN.) SUPPLIED REMARKS UNIT SERVED LOAD VENTILATION (CFM) (CFM) RTU SALES AREA 134 7.5 CFM/PERSON CFM/SF 2596 2962 PER FLORIDA MECHANICAL CODE 1 - 0 101 (8930 SF) .12 (1.25) RTU RECEIVING/SALES 17 5 CFM/PERSON PER FLORIDA MECHANICAL CODE 04 REPLENISHMENT AREAS (5049 SF) .06 CFM/SF 485 600 105 & 104 (1.25) RTU CASH ROOM 1 5 CFM/PERSON 16 88 PER FLORIDA MECHANICAL CODE 01 103 (127 SF) .06 CFM/SF (1.25) MANAGER OFFICE 1 5 CFM/PERSON CFM/SF 16 62 PER FLORIDA MECHANICAL CODE 102 (127 SF) .06 (1.25) RTU BREAK ROOM 6 5 CFM/PERSON PER FLORIDA MECHANICAL CODE 03 106 (190 SF) 06 CFM/SF 52 100 (1.25) EF 01 WOMENS 107 1 WC 70 CFM EXHJWC EX t EXH QUANTITIES ARE EXHAUSTED (19 CFM OF O.A. - RTU-03) I EF MENS 108 1 WC 70 CFM EXHJWC EXIO 1 QUANTITIES ARE EXHAUSTED (19 CFM OF O.A. - RTU-03) 02 I XH NOTE: FLORIDA MECHANICAL CODE BREATHING ZONE OUTDOOR AIR FLOW (CFM) VBz = RpPz+RaAz x 1.25 WHERE Az = ZONE FLOOR AREA Pz = POPULATION Rp = TABLE 6.1 OUTDOOR AIR PER PERSON Ra = TABLE 6.1 OUTDOOR AIR PER AREA DUCTWORK SCHEDULE DUCT SYSTEM SMACNA SMACNA DUCT INSULATION PRESSURE SEAL MATERIAL CLASS CLASS EXPOSED SUPPLY AIR GALVANIZED REFER TO DUCTWORK 2" W.C. B STEEL SPECIFICATIONS CONCEALED SUPPLY AIR GALVANIZED DUCTWORK 2" W C B STEEL 2" DUCT WRAP RETURN AIR GALVANIZED DUCTWORK 1" W C C STEEL 1" DUCT LINING EXHAUST AIR GALVANIZED DUCTWORK 1" W.C. C STEEL NONE NOTE: ALL DUCTWORK SIZES ARE AIRWAY DIMENSIONS EXTERNAL INSULATION WHERE REQUIRED - AIRFLOW -�- TAKE OFF SCREWED AND SEALED WITH DUCT - - INNER NYLON 66 SEALANT TO DUCT DUCTSTRAP CLAMP _ SHEET METAL SCREW - AT INNER LINER CONICAL COLLAR BY MECH. CONTR - VOLUME DAMPER CLG. CLG. ADJUSTMENT BATT INSULATION OVER CEILING DIFFUSER BACK PAN OF DIFFUSER (TYPICAL) NOTES: FLEXIBLE DUCT IS TO BE USED FOR VERTICAL DROPS ONLY. RUNOUTS AND ELBOWS ARE TO BE SHEETMETAL DUCT. THE MECHANICAL CONTRACTOR MUST PROVIDE ADAPTERS FOR DIFFUSERS WITH SQUARE AND RECTANGULAR NECKS AS REQUIRED. INNER LINER TO BE SECURED TO COLLAR BY NYLON STRAP AND THREE SHEET METAL SCREWS TO PREVENT LINER FROM SLIPPING OFF COLLAR. MAXIMUM FLEX DUCT IS 3 FEET. CUT SMALL SLIT IN LINER AT DAMPER ADJUSTMENT W/STRING OR WIRE MARKER TO SHOW LOCATION. BOTTOM DISCHARGE FLEX DUCT DETAIL NO SCALE NOTE: CONDENSATE MAY DISCHARGE ONTO ROOF ONTO ROOF MOUNTED SPLASH BLOCK AS PERMITTED BY LOCAL CODE. VENT CLEAN OUT PLUG PLUG HVAC UNIT SUPPORTS FOR THE 1" COPPER \ CONDENSATE LINES SHALL BE 4"x4"x12" TREATED BLOCKING SET IN MASTIC ON A MODIFIED BITUMEN PAD. PIPE SUPPORTS SHALL BE SPACED NOTE: NO FURTHER THAN 6'-0' APART. MECHANICAL CONTRACTOR TO MOUNT HVAC UNIT LEVEL IN ALL DIRECTIONS. MECHANICAL CONTRACTOR TO FIELD VERIFY TYPE OF ROOF, SLOPE ROOF,ETCPRIORTO R00FTOP UNIT DETAIL ORDERING EQUIPMENT, CURBS, ETC... TYPICAL DUCT SMOKE DETECTOR MOUNT ON SUPPLY AND/OR DUCTWORK AS (SYSTEM SENSOR MODEL #D4120, SAMPLE TUBE) INDICATED ON THE FLOOR PLANS. PURCHASED 8 INSTALLED BY MECHANICAL RTU CONTRACTOR. WIRED BY ELECTRICAL SMOKE DETECTOR CONTRACTOR & FIRE ALARM CONTRACTORS. ALARM ALARM ALARM 120VAC NC NO NC NO NC NO POWER 14:1>-2#12 #12GND - 3/4"C. BY ELECTRICAL CONTRACTOR. FIRE ALARM CONTRACTOR SHALL PROVIDE ALARM INDICATION WIRING TO BUILDING FIRE ALARM SYSTEM (IF PRESENT) COORDINATE ALARM PROGRAMMING WITH AUTHORITY HAVING JURISDICTION. PROVIDE ANY NECESSARY CONTROL RELAYS TO INTEGRATE THE DUCT DETECTOR WITH THE FIRE ALARM SYSTEM. 3#14 INTERLOCK WITH RTU CONTROL WIRING FOR RTU SHUTDOWN ON DETECTOR ALARM BY ELECTRICAL CONTRACTOR. TO OTHER DUCT DETECTORS. WHERE AUTHORITY HAVING JURISDICTION REQUIRES ALL RTU'S ARE TO BE SHUT DOWN UPON ANY DUCT DETECTOR GOING INTO ALARM BY ELECTRICAL CONTRACTOR 6#14-112"C BY ELECTRICAL REMOTE TEST STATION CONTRACTOR SMOKE1. 00 REMOTE TEST STATION WITH AUDIO VISUAL ALARM. SYSTEM SENSOR #RTS2-AOS PROVIDED, INSTALLED, & WIRED BY MECHANICAL CONTRACTOR MECHANICAL CONTRACTOR SHALL PROVIDE LAMINATED LABEL ABOVE TEST STATION INDICATING RTU#. MOUNT WHERE REQUIRED BY AUTHORITY HAVING JURISDICTION. DUCT DETECTOR DETAIL NO SCALE MECHANICAL CONTRACTOR SHALL PROVIDE 120VAC DUCT MOUNTED SMOKE DETECTOR, SAMPLING TUBE AND REMOTE TEST STATION WITH INTEGRAL HORN/STROBE. MECHANICAL CONTRACTOR SHALL INSTALL DETECTOR AND SAMPLING TUBE, CONTROL WIRING TO RTU AND INTERLOCKING WIRING TO OTHER DUCT DETECTORS (AS REQUIRED). MECHANICAL CONTRACTOR SHALL WIRE AND INSTALL THE REMOTE TEST STATION MOUNT ON OR NEXT TO BE TELEPHONE BOARD (OR WHERE REQUIRED BY AUTHORITY HAVING JURISDICTION IF MOUNTING ON OR NEXT TO TELEPHONE BOARD IS NOT ALLOWED). FIRE ALARM CONTRACTOR SHALL WIRE DETECTORS TO FIRE ALARM SYSTEM (IF REQUIRED). ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT WIRING PER THE ELECTRICAL DRAWINGS. LIGHTING AND HEATING SCHEDULE PYLON/BUILDING SIGN BUILDING LIGHTS INDOOR INDOOR PARKING LOT LIGHTS WALL PACKS LIGHTS (MON.SAT.) LIGHTS (SUNDAY) HEATING COOLING SUNDAY ON DUSK (BY PHOTOCELL) DUSK TO DAWN PHOTOCELL 7:00 AM 8:00 AM 68 DEGREES 72 DEGREES SAME TEMPS (ALWAYS ON DURING DARK) AT 7:00 AM AT 7:00 AM AT 8:00 AM OFF 9:15 PM DURING THE DAY 10:00 PM 8:00 PM 62 DEGREES 78 DEGREES SAME TEMPS AT 10:00 PM AT 10:00 PM AT 8:00 PM LIGHTING LZ-3 LZ-2 LZ-1 LZ-1 CONTROLZONE NOTES: THE SYSTEM CAN BE OVERRIDDEN BY THE OVERRIDE SWITCH IN CASE THE STORE IS OPEN EARLIER OR LATER THAN NORMAL CONTROL ZONE STORE HOURS. SQUARE ELBOW ACCESS DOOR 3" MAX. DOUBLE THICKNESS VANES BRANCH DUCT SUPPLY TAP L=0.25xW 3" MIN. AIR FLOW 'L 4 RETURN TAP ROOF NO SCALE ROOFTOP UNIT ECONOMIZER ACCESSORY HOOD. FLEXIBLE CONNECTIONS INSTALLED ABOVE ROOF. DUCT MTD. SMOKE DETECTORS FURNISHED AND INSTALLED BY MC AND WIRED BY EC. REFER TO CONCENTRIC DIFFUSER DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. fRA DUCT, FULL SIZE OF UNIT OPENING W/ 1" LINING BY dam, MECHANICAL CONTRACTOR. `044 ��/� R.A. X \ NOTE: SA SA DOUBLE DEFLECTION SUPPLY DIFFUSERS TO BE FURNISHED AND DOUBLE DEFFLECTION SUPPLY INSTALLED WITH APPROPRIATE DIFFUSER (TYP. FOR 4 - EACH SIDE) DUCT CAP ACCESSORY. BY MECHANICAL CONTRACTOR. RTU DROP BOX DIFFUSER DETAIL NO SCALE RETURN BURGLAR BARS TRANSITION SUPPLY BURGLAR BARS TRANSITION ROOF CURB AIR FLOW IRON BARS OF AT LEAST ONE-HALF (1/2) INCH ROUND OR ONE BY ONE-FOURTH (1X1/4) INCH FLAT STEEL MATERIAL SPACED NO MORE THAN EIGHT (8) INCHES APART AND SECURELY FASTENED. RTU BURGLAR BARS DETAIL NO SCALE S 3 L=0.25xW L -+ ", / 3" MIN. R Il MANUAL AIR DAMPER WITH R / W MUST BE GREATER W / H LOCKING QUADRANT THAN OR EQUAL TO 1.5 BRANCH DUCT SUPPLY GRILLE WITH NO TURNING VANES REQUIRED INTEGRAL VOLUME DAMPER SUPPLY TAP WITH ALTERNATE SUPPLY GRILLE RECTANGULAR ELBOW DUCTWORK DETAILS NO SCALE >k Np.pE1D0061254 •. * ' ST ' % ti 04 V O7 L }, O cv W Coco LOB �Y x H �J LL; E •' v cL9 V �aLO Y coo - N a o= tia 0 J LQ C? REVISIONS N `,g 0 m � 0= LO cq - M Y o S0 ai a' J Jn o LL 0 cca -50-be O y C >, c Jca c� 0 _ p 0 �1 Ca "LL Li. O t0/1 d 0 � N ^ LL two oQ N "� O N ca i 0 m Oyf'O 0 0 0 ow �, C T 6 c V �y�E0 =20 (D tiE '0 �� c >' In O cu O y c :3 Vn1 NOV O J C .2? Y � m E :iL c._ U~�O c 42� u a� x �aya� c C Y z� L �c3; v. Nt C.fA lZ��N a'p fn m w0YE ca 2 �0 Y Zt 3Y Q 0 0 0 0 \ p O J c >' .O m E _I 2 w, o J cya Q 3 �' 0 w �� �0 ,Ec 0)off° � �8CL COS H a "' N ao k mcl4c') LO CO I- a0 MECHANICAL SCHEDULES & DETAILS DATE 06/14/17 JOB NO. 17165 m 1 ■ SHEET NO. trptlwrrrr l , , ' 0 1 0 0 C7 PLUMBING DEMOLITION GENERAL NOTES: 1. THE PLUMBING CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING PIPING, EQUIPMENT AND FIXTURES REQUIRING DEMOLITION. THE CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK WITH THE ARCHITECT, GENERAL CONTRACTOR, AND WITH THE OWNER. 2. THE PLUMBING CONTRACTOR SHALL CUT EXISTING SANITARY AND WASTE PIPING 3" BELOW FLOOR AND PLUG WITH PERMANENT STOPPER. 3. THE PLUMBING CONTRACTOR SHALL REMOVE ANY FLOOR DRAINS THAT ARE NOT USED FOR NEW SPACE LAYOUT. CUT WASTE LINE TO 3" BELOW FLOOR AND PLUG WITH PERMANANT STOPPER. 4. THE PLUMBING DEMOLITION WORK SHALL BE PERFORMED EXCLUSIVELY BY THE PLUMBING CONTRACTOR UNLESS OTHERWISE INDICATED. 5. ALL PATCHING AND SEALING OR WALLS, FLOORS, CEILINGS, ETC... TO BE DONE BY GENERAL CONTRACTOR. 6. THE PLUMBING CONTRACTOR TO MAKE ALL FINAL PLUMBING CONNECTIONS TO FIXTURES & EQUIPMENT. 7. THE PLUMBING CONTRACTOR SHALL CUT AND CAP UNUSED EXISTING WATER AND VENT LINES BELOW FLOOR. 8. THE PLUMBING CONTRACTOR SHALL REMOVE ALL UNUSED EXPOSED EXISTING WASTE, VENT, AND WATER PIPING COMPLETE. 9. PLUMBING CONTRACTOR SHALL CAP ALL UNUSED SANITARY BRANCH LINES NEAR MAIN WITHIN 2'-0" WHERE POSSIBLE. NO DEAD END RUNS ARE ALLOWED PER CODE. EXTEND & CONN. NEW 1-1/2" CW LINE INTO 1-1/2" LANDLORD PROVIDED WATER SERVICE. FIELD VERIFY EXACT SIZE & LOCATION PRIOR TO STARTING WORK. W i NOTE: PLUMBING CONTRACTOR SHALL RUN ALL NEW REQUIRED PIPING; WATER, VENTS, ETC., AS HIGH AS POSSIBLE. PLUMBING CONTRACTOR SHALL REFER TO ENLARGED PLUMBING PLAN ON DWG. P1.1 FOR THIS AREA. CO(E) ' ° BREAK o MENS 4" ROOM 10 106 COI 0 4" L11 ° � 4" WOMENS LIP EXTEND & CONN. NEW 4" SAN. SEWER INTO 4" LANDLORD PROVIDED SAN. SEWER STUB. FIELD NT VERIFY EXACT SIZE, LOCATION, DIRECTION OF FLOW & INVERT ELEVATION PRIOR TO STARTING WORK. RECEIVING r AREA I 10 L — J I O Q_i - - - - - I ------------- -- r— — — I I 1 I I I I I I I 1 I 1 — — — — — — — — — — — ----- I II II II II II I II � _L I II II II II II II I I II II II II II II I I II II II II 11 II I ----------i---------�-- ----i---------�------___ __�—__�_�---�F T 7>l1PI=11z144:41 11: =: 1C414 LANDLORD IS TO DELIVER SEPARATELY METERED WATER SERVICE A MINIMUM OF 1-1/2" TO HARBOR FREIGHT TOOLS' LEASE SPACE, PLUMBING CONTRACTOR SHALL CONFIRM THE EXISTENCE OF A BACKFLOW PREVENTER SERVING THE WATER SERVICE. IF NONE EXISTS, THEN PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL BACKFLOW PREVENTER, AS APPLICABLE, PER LOCAL WATER DEPARTMENT REQUIREMENTS. SEWER SERVICE: LANDLORD IS TO PROVIDE A 4" SANITARY SEWER STUB TO HARBOR FREIGHT TOOLS' LEASE SPACE. PLUMBING CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, SIZE, DIRECTION OF FLOW, AND INVERT ELEVATION OF EXISTING SANITARY SEWER PRIOR TO STARTING WORK. ALL NEW CONCRETE PATCHING FROM TRENCHING OF EXISTING CONCRETE SLAB FLOOR SHALL BE PATCHED TO MATCH EXISTING MATERIALS BY HARBOR FREIGHT TOOLS' GENERAL CONTRACTOR. PLUMBING CONTRACTOR SHALL FLUSH EXISTING SANITARY SYSTEM TO ENSURE IT IS IN PROPER WORKING CONDITION. GAS SERVICE: GAS WILL NOT BE UTILIZED FOR THIS PROJECT. STORM SERVICE: LANDLORD TO PROVIDE A STORM WATER SYSTEM OF CONTINUOUS GUTTER AT THE WEST SIDE OF THE BUILDING, WITH DOWNSPOUTS THAT SHEET FEED TO GRADE. SALES AREA 1a El PLUMBING LEGEND SYMBOL DESCRIPTION - COLD WATER PIPING (CM - - HOT WATER PIPING (HW) SANITARY SEWER (BELOW GRADE) c CO CLEANOUT - — — - V - — — - SANITARY VENT PIPING G GAS PIPING ST STORM SEWER SHUT-OFF VALVE IN RISER [>I SHUT-OFF VALVE RISER DOWN (ELBOW) RISER UP (ELBOW) BRANCH -TOP CONNECTION �+ BRANCH -BOTTOM CONNECTION TEE -,i ELBOW (E) EXISTING WC WATER CLOSET LAV LAVATORY SK SINK DF DRINKING FOUNTAIN MS MOP SINK PC PLUMBING CONTRACTOR GC GENERAL CONTRACTOR EC ELECTRICAL CONTRACTOR MC MECHANICAL CONTRACTOR III-- a ❑ ❑ I I I VESTIBULE I u I ❑ T T - I I I I MANAGERS CASH OFFICE ROOM PLUMBING PLAN SCALE: 1/8" = V-0" (k �G I I t I I I I I I I I O I I I I I O 1 O 1 NOTE: PLUMBING CONTRACTOR SHALL REFER TO DWG. M12 FOR PLUMBING SPECIFICATIONS HEgB Z*rNo.PE00061 4*.* - 0 N t O W Lo :e o t O� Q Y x H �c0 �J . E ' cLo V �a� Y'o o N v � N a o0 f� J 00 J Q 0 M Lo rn 102 o *52 Y of ai n � y c N� m o c o ! E o -gyp y 0N � O �NU) ' � (9 O O C � ar7 R O Q c0 yatco —N—U c=C f0 i ro- °mZ� °�coco �0oa) 000,- ,= E 0 � 2 `o N N N Z.V N Zw 1046 &ENo ^w o c:15 gW'_E � t M T: U~ O �rnw� yr-CCL O N Nx U Q V o iv O) V •- cf) o - 2 .4° •c mt'a- c- rn N 2 0NYE 3yocn a?tY N 3 J NON O 6 r- oot y2 2 c y a Noo EEo a E 0 $CL E �CcS W � M 0 N co k r N M"I Lo Co N co PLUMBING PLAN DATE 06/14/17 JOB NO. 17165 Pi 0 ■ SHEET NO. PLUMBING GENERAL NOTES: 1. EACH LENGTH OF PIPE, FITTINGS, TRAP, FIXTURE, MATERIAL, ETC., UTILIZED IN THE PLUMBING SYSTEM SHALL BEAR THE IDENTIFICATION OF THE MANUFACTURER, AND APPLICABLE STANDARD TO WHICH IT WAS MANUFACTURED. 2. ALL MATERIALS USED SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE STANDARDS UNDER WHICH THE MATERIALS ARE ACCEPTED. ALSO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE FOLLOWED. 3. PIPES PASSING THROUGH CONCRETE SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE SHEATHING OR WRAPPING. 4. PLUMBING SYSTEM SHALL BE INSTALLED SO AS TO PREVENT STRAINS AND STRESSES THAT EXCEED THE STRUCTURAL STRENGTH OF THE PIPE. 5. JOINTS AT THE FLOOR, ROOF AND AROUND VENT PIPES SHALL BE MADE WATER TIGHT. 6. HANGERS, ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND THE CONTENT OF THE PIPING. HANGERS AND STRAPPING MATERIALS SHALL BE OF APPROVED MATERIALS THAT WILL NOT PROMOTE GALVANIC ACTION. PIPE SHALL BE SUPPORTED AS FOLLOWS: CAST IRON PIPE MAXIMUM HORIZONTAL 5'-0" COPPER PIPE MAXIMUM HORIZONTAL 12'-0" COPPER TUBING 1-1/4" AND LESS MAXIMUM HORIZONTAL 6'-0" COPPER TUBING 1-1/2" AND LARGER MAXIMUM HORIZONTAL 10'-0" 7. RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION OVER 45• FOR PIPE SIZE 4" AND ABOVE. 8. PLUMBING CONTRACTOR SHALL MAKE THE APPLICABLE TESTS. PLUMBING CONTRACTOR TO GIVE REASONABLE ADVANCE NOTICE TO THE CITY WHEN THE PLUMBING WORK IS READY FOR TESTS. THE FOLLOWING TESTS ARE REQUIRED: DRAINAGE & VENT WATER TEST: MINIMUM 10 FEET OF HEAD AND KEPT IN FOR AT LEAST 15 MINUTES BEFORE INSPECTION STARTS DRAINAGE & VENT AIR TEST: MINIMUM 5 PSI FOR AT LEAST 15 MINUTES DRAINAGE & VENT FINAL TEST: SHALL BE VISUAL & IN SUFFICIENT DETAIL TO DETERMINE COMPLIANCE WATER DISTRIBUTION SYSTEM: MINIMUM 100 PSI WATER PRESSURE 9. THE SUPPLY LINES AND FITTINGS FOR EVERY FIXTURE SHALL BE INSTALLED TO PREVENT BACKFLOW. 10. THE FIXTURES SHALL BE SET LEVEL AND IN PROPER ALIGNMENT. 11. CONNECTIONS BETWEEN THE DRAIN AND FLOOR OUTLET PLUMBING FIXTURE SHALL BE MADE WITH A FLOOR FLANGE. 12. FLOOR DRAIN SHALL CONFORM TO ASME A112.6.3 OR ASME A112.3.1. 13. WATER HEATER RELIEF VALVE SHALL CONFORM TO ANSI Z21.22. 14. WATER HEATER DRAIN VALVE SHALL CONFORM TO ASSE 1005. 15. AFTER CONSTRUCTION THE INDIVIDUAL WATER SUPPLY SYSTEM SHALL BE PURGED OF DELETERIOUS MATTER AND DISINFECTED. 16. WATER -HAMMER ARRESTOR SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION AND ASSE 1010. 17. COPPER OR COPPER -ALLOY TUBING (TYPE K, L & M) SHALL MEET ASTM B75, ASTM 888, ASTM B251, ASTM B447. WATER PIPING TO CONFORM TO NSF61 AND SHALL HAVE A MINIMUM PRESSURE RATING OF 100 PSI. THE JOINING OF SUPPLY PIPING TO BE MADE WITH LEAD-FREE (LESS THAN .2 PERCENT) SOLDER AND FLUXES. 18. SANITARY DRAINAGE SYSTEM SHALL HAVE MINIMUM 1/8" PER FOOT SLOPE. FOR PIPING 3" TO 4" & 1/4" PER FOOT SLOPE FOR 2-1/2" PIPE & LESS. 19. MECHANICAL JOINTS COUPLINGS FOR HUBLESS PIPE AND FITTINGS SHALL COMPLY WITH CISPI 310 OR ASTM C1277. THE ELASTOMERIC SEALING SLEEVE SHALL CONFORM TO ASTM C564. 20. CLEANOUTS PLUGS TO BE BRASS. HORIZONTAL DRAINS SHALL HAVE CLEANOUTS AT 50 FEET ON CENTERS, AT EACH CHANGE (45 DEGREE) IN DIRECTION AND AT EACH BASE OF STACK. CLEANOUTS TO HAVE A MINIMUM CLEARANCE OF 18" FOR RODDING. 21. VENT PIPES SHALL EXTEND THROUGH THE ROOF AND TERMINATE AT LEAST 6 INCHES ABOVE THE ROOF. VENT PIPE THROUGH ROOF TO BE MADE WATER TIGHT. 22. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE, THE PLUMBING CONTRACTOR SHALL INCLUDE ALL NEEDED OFFSETS, CHANGES IN DIRECTION, ETC. NEEDED FOR COMPLETE AND OPERATIONAL SYSTEMS. 23. THE CONTRACTOR WILL VISIT THE SITE AND BE FAMILIAR WITH SITE CONDITIONS. NO EQUIPMENT OR MATERIAL IS TO BE ORDERED OR FABRICATED PRIOR TO FIELD VERIFICATION OF ALL MEASUREMENTS, CLEARANCES, POTENTIAL CONFLICTS WITH EXISTING CONDITIONS OR THAT OF OTHER TRADES ON THE JOB. 24• PERFORM ALL WORK IN ACCORDANCE WITH THE, RULES & REGULATIONS OF THE APPROPRIATE STATE AND LOCAL BUILDING CODES AND SUBTITLES. 25. QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THE AWARDING OF THE CONTRACT. OTHERWISE THE ENGINEER'S INTERPRETATION OF THE MEANING AND INTENT OF THE DRAWINGS SHALL BE FINAL. 26. TENANT'S CONTRACTOR IS TO VERIFY POINTS OF CONNECTION OF ALL VENT, SEWER AND WATER LINES WITH LANDLORD BEFORE PROCEEDING WITH WORK. 27. INSTALL SHUT OFF VALVES AT ALL PLUMBING FIXTURES. 28. INSTALL HAMMER ARRESTORS AT ALL PLUMBING FIXTURES. 29. ALL EXPOSED PIPING ABOVE TENANT'S CEILING SHALL BE INSULATED WITH A MINIMUM OF 1" GLASS FIBER WITH NON-COMBUSTIBLE UL RATED VAPOR BARRIER JACKET PER CODE. 30. TENANT'S CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL WITHIN THE LANDLORD'S TENANT CRITERIA MANUAL INCLUDING MALL MANAGEMENT'S RULES AND REGULATIONS. 31. THE MOUNTING HEIGHTS OF ALL ACCESSORY ITEMS AND HARDWARE SHALL COMPLY WITH NBHA "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE" AND/OR THE LATEST REQUIREMENTS OF THE A.D.A. REGULATIONS, OR CABO/ANSI STANDARDS WHICHEVER APPLICATION IS MORE STRINGENT FOR ITS USE. 32. TENANT CONTRACTOR IS TO HAVE ALL WEATHERPROOFING OF ROOF PENETRATIONS DONE BY LANDLORD'S APPROVED ROOFING CONTRACTOR. 33. PLUMBING CONTRACTOR TO INSULATE ANY EXISTING EXPOSED OR RE -INSULATE ANY DAMAGED, MISSING PIPE INSULATION WITH NEW PIPE INSULATION. 34. PLUMBING CONTRACTOR SHALL SNAKE ALL EXISTING SANITARY SEWERS A MINIMUM OF 100 FEET. ANY EXTERIOR TRUCK DOCK DRAINS SHALL BE SNAKED A MINIMUM OF 100 FEET. 35. PLUMBING CONTRACTOR SHALL VIDEO ALL STORM AND SANITARY LINES DURING THE FIRST WEEK OF CONSTRUCTION AND AFTER CONSTRUCTION IS COMPLETE. VIDEO OF SANITARY LINES SHALL INCLUDE ALL FLOOR DRAINS AND CLEANOUTS. PLUMBING CONTRACTOR SHALL ISSUE WRITTEN EVALUATIONS TO HARBOR FREIGHT TOOLS' PROJECT MANAGER UPON COMPLETION OF EACH VIDEO AND UPLOAD BOTH VIDEOS TO PROTRACK AND PROVIDE A CD IN CLOSEOUT PACKAGE. FIXTURE CONNECTION SCHEDULE TAG DESCRIPTION CW (IN.) HW (IN.) WASTE (IN.) VENT (IN.) WC WATER CLOSET 1 4 2 LAV LAVATORY 1/2 1/2 (1057) 1-1/2 1-112 DF DRINKING FOUNTAIN 1/2 - 1-1/2 1-1/2 SK SINK 1/2 1/2 (105°F) 1-1/2 1-1/2 MS MOP SINK 1/2 1/2 3 1-1/2 I- 24" MIN. FROM ANY WALL OR VERTICAL SURFACE FLASHING: EPDM 12" MINIMUM VENT THRU ROOF 10" HAND WIPE OR SOLDER JOINT -f- ROOF CONSTRUCTION PIPE SLEEVE ESCUTCHEON FOR EXPOSED RISER MASTIC CAULKING COMPOUND / OFFSET IN CEILING WHERE REQUIRED / VENT PIPE VENT THRU ROOF DETAIL NO SCALE BREAK ROOM l REFER TO DWG. P1.0 FOR CONT. OF 4" SAN. REFER TO DWG. P1.0 FOR 1-112" CONT. OF 1-1/2" CW LINE. Cp 3/4° 1� VACUUM RELIEF VALVE 6" ABOVE WATER HEATER. WATTS #289 OR EQUAL-- 3/4' HOT WATER OUTLET DIELECTRIC TYPE UNION (fYP.) FULL SIZE TEMPERATURE -PRESSURE RELIEF VALVE DRAIN PER LOCAL CODE & LANDLORD'S CRITERIA. DRAIN LINE PIPE FULL SIZE DOWN AND SAFEWASTE INTO NEAREST INDIRECT WASTE RECEPTOR OR APPROVED DRAIN W/2" AIR GAP. 3/4" COLD WATER INLET 1" MIN. DIA. DRAIN PER LOCAL CODE & LANDLORD'S CRITERIA, TO NEAREST INDIRECT WASTE RECEPTOR OR APPROVED DRAIN. - SANITARY SCHEMATIC NO SCALE 3/4" 3/4' 1-1/4' 3/4' DRAIN VALVE SHUT-OFF VALVE (TYPICAL) � ` 3/4" 3/4" CHECK VALVE �- EXPANSION TANK AMTROL "THERM-X-TROL" MODEL ST-5, 2.0 GAL 3/4" CONNECTION GENERAL NOTES: 1. DRAIN VALVE SHALL CONFORM TO ASSE 1005. 2. THE VACUUM RELIEF VALVE SHALL COMPLY WITH ANSI Z21.22. 3/4" 3. THE TEMPERATURE AND PRESSURE VALVE SHALL BE SELF CLOSING (LEVERED) CONFORMING TO ANSI Z21.22. 4. INSTALL HEAT TRAP ON SUPPLY AND DISCHARGE PIPING NEAR WATER HEATER. TRAP TO BE MINIMUM OF 18" DEEP CENTER TO CENTER. 3/4' THREAED OUTLET PROVIDE A WATER TIGHT, GALVANIZED STEEL PAN, MIN. 2" DEEP x 24 GA., BELOW HOT WATER HEATER (FURNISHED AND INSTALLED BY PLUMBER) WATER HEATER DETAIL NO SCALE PLUMBING FIXTURE SPECIFICATIONS FLOOR DRAIN (FD) - J.R. SMITH NO.2005-PO50 WITH ADJUSTABLE ROUND STRAINER HEAD AND TRAP PRIMER CONNECTION. FLOOR CLEANOUT (CO) - J.R. SMITH NO.4021S ADJUSTABLE CAST NIKALOY FLOOR CLEANOUT WITH INTERNAL BRONZE COUNTERSUNK PLUG AND SOLID SCORIATED SECURED ROUND COVER. WALL CLEANOUT (WCO) - SHALL BE J.R. SMITH MODEL NO.4422 DUCO CAST IRON CAULK FERRULE WITH CAST BRONZE TAPER THREAD PLUG WITH STAINLESS STEEL COVER. WATER HEATER (WH) - RHEEM POINT -OF -USE MODEL EGSP20, 20 GALLON STORAGE CAPACITY WITH 1,500 WATT HEATING ELEMENT,120V, 1 PHASE WITH GALVANIZED DRIP PAN. RUN DRAIN LINE TO MOP SINK. SUPPLY AND STOP WATER CLOSET (WC): AMERICAN STANDARD "MADERA FLoWISE" MODEL 2857.111 FLOOR MOUNTED, ELONGATED FLUSHOMETER TOILET SYSTEM WITH MANUAL FLUSH VALVE, ULTRA LOW -CONSUMPTION (1.1 GPF), AND I/2" 16-1/2" RIM HEIGHT. SEAT: BEMIS MODEL NO. 95SSCT OPEN FRONT SEAT LESS COVER WITH SELF-SUSTAINING CHECK HINGES WITH )F NON -CORROSIVE STAINLESS STEEL POSTS AND PINTLES. PROVIDE COMPLETE WITH CHROME SUPPLY WITH LOOSE KEY STOP. NOTE: 1/2" MOUNT FLUSH LEVER OPPOSITE SIDE OF WALL. CO Q LAVATORY (LAV): AMERICAN STANDARD "LUCERNE" MODEL 0355.012 J v WALL HUNG, BARRIER -FREE LAVATORY. FAUCET: MOEN MODEL NO. 8886 4" CENTERSET METERING FAUCET WITH 0.5 GPM VANDAL RESISTANT MULTI -STREAM LAMINAR FLOW, AND CHROME PLATED SOLID BRASS CONSTRUCTION. PROVIDE COMPLETE WITH GRID STRAINER, FOOTED WALL CHAIR CARRIER SUPPORT, CHROME TRAP WITH CLEANOUT AND CHROME SUPPLIES WITH LOOSE KEY STOPS. INSULATE WASTE AND WATER LINES WITH TRUEBRO "LAV GUARD 2" INSULATION KIT WITH WHITE FINISH TO CONFORM TO ADA REQUIREMENTS. MOUNT AT ELEVATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. MOP SINK (MS) - FIAT MODEL TSB100 TERRAllO MOP SERVICE BASIN (24"x24"x1 !' ). PROVIDE COMPLETE WITH STAINLESS STEEL CAPS ON ALL CURBS, MOP SERVICE BASIN FITTING MODEL 830AA; HOSE AND HOSE BRACKET MODEL 832AA; WALL GUARD MODEL MSG2424; STAINLESS TRAP PRIMER VALVE (TP) LOCATED UNDER LAV. RUN 1/2" CW LINE FROM TRAP PRIMER VALVE UNDERFLOOR & CONNECT TO TRAP PRIMER CONNECTION AT FLOOR DRAIN. (TYPICAL FOR EACH FLOOR DRAIN IN EACH TOILET ROOM.) ALT _�. II 34vMPOWN �� I 1 111 1-1/2"� 3. MENS 3" FD WITP 4' VENT RISER 3" W / 4" VTR. 1-112" rr -1/2" r �4. <4" WC P3- 1-1/2" VENT RISER IN WALL. WOMENS fi 3" FD 107 W/TP MS ----v--- - -- J LAV 'es 11/2" 1/2" WCO 20 GAL. ELEC. WTR. HTR. ON SHELF OVER MS. REFER TO 3/4" DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. 1/2" H & CW DROPS IN WALL TO SERVE MS. ENLARGED PLUMBING PLAN SCALE: 114" =1'-0" P-TRAP TRAP PRIMER VALVE SHALL BE MOUNTED ONE FOOT ABOVE THE FINISHED FLOOR FINISHED FLOOR PPP MODEL PR01-ULP500 TAP PRIMER WITH BACKFLOW PREVENTER SEAL AND VACUUM BREAKER PORT COPPER PIPING PASSING UNDER OR THRU CONCRETE SLAB SHALL BE PROTECTED BY A PROTECTIVE SHEATHING OR WRAPPING TO PREVENT CORROSION TO THE COPPER FLOOR DRAIN UNDER LAVATORY TRAP PRIMER (TP) DETAIL NO SCALE CENTER SECURING SCREW a a a CAULKING REQUIRED TO PRODUCE WATERTIGHT SEAL FITTING TYPE AS REQ'D TO SUIT _.EMS �1 m BRONZE SCORATED TOP FLOOR LINE a a a a Q L a a a a 4 FLOOR CLEANOUT NO SCALE • �1 • •1 1 T I 10 0 Jill --- 111=111111-1��_ �/J111=111111=111 DRAIN SUPPORT STRAP FLOOR DRAIN (FD) DETAIL NO SCALE STEEL STRAINER MODEL 1453BB; SILICONE SEALANT MODEL 833AA. FAUCET: CHICAGO FAUCETS MODEL NO.897-CP WALL MOUNTED SERVICE FAUCET WITH VACUUM BREAKER, WALL BRACE, VANDAL PROOF LEVER HANDLES, AND 3/4" MALE HOSE THREAD OUTLET. BREAKROOM SINK (SK) - JUST NO. SL-ADA-2019-A-GR,18 GAUGE TYPE NOTE: 304 ADA COMPLIANT SINGLE BOWL SELF -RIMMING STAINLESS STEEL TEMPERING VALVE SERVING SINK, 20"x19"x5-1/2" DEEP SINK. FIXTURE WITH FAUCET LEDGE. SET IN LAVATORY AND BREAK ROOM BED OF PUTTY. FAUCET: JUST NO. J-902 SINGLE LEVER DECK MOUNTED SINK SHALL BE WATTS SERIES FAUCET WITH SPRAYER, AND 2.2 GPM AERATOR. DRAIN: JUST NO. LFMMV WITH A MINIMUM FLOW OF J-ADA-35FS ADA COMPLIANT STAINLESS STEEL DRAIN WITH REMOVABLE .5 GPM @ 0.8 PSI PRESSURE STRAINER WITH 1-1/2" 17 GAUGE OFFSET TAILPIECE, MCGUIRE NO. DIFFERENTIAL. NOTE: TEMPERING 8912-C-F-1-1/2" 17 GAUGE TUBULAR CHROME PLATED BRASS VALVE SHALL BE LISTED TO ASSE ADJUSTABLE P-TRAP WITH BRASS CLEANOUT AND ESCUTCHEON. 1070 STANDARD. SET OUTLET TEMPERATURE TO 105°F. DRINKING FOUNTAIN (DF) - ELKAY MODEL EZSTLDDC TWO -LEVEL BARRIER -FREE WALL MOUNTED DRINKING FOUNTAIN WITH FLEXI-GUARD SAFETY BUBBLER AND FRONT AND SIDE PUSH BUTTONS. LAWSINK 1/2" TEMPERED _ WATER LINE UNDER-THE-COUNTER 1/2' THERMOSTATIC TEMPERING VALVE F1/2" I I THERMOSTATIC TEMPERING VALVE (TTV) DETAIL NO SCALE SPOUTBRACE SPOUT WITH HOSE END AND PAILHOOK T_ SERVICE FAUCET WITH METAL EDGE VACUUM BREAKER 30" DRAIN 1Y 3" P-TRAP MOP SINK DETAIL NO SCALE /, pp o� Fm N V0 00 � W �O �o0 a co E cL9 �QLo Y 'o coo ceL r v Q oa c L N ,l L (0 L ° Lo V �5 CM Y o � J �Nv u- L w O �[ 0, C C -I cow J co=o _ ° mi owj (on_ aci a) o o 'LOL o io L W c CL N -Dza N O N f0 6o8ca ooZo CL3N °ac) �c w -Eo 6 2° y C o >' o m E 7 0 aENo F 2 'o -6= m E U ~ ° c y -tf � fn L 5 '> .c R, , m x y �gsvi a O1 L Ly c c mL a0 am 0 ct)o a"aa) E cc 3 SLY Y 0 Wo4)o 0Mo J m o J 2 - 'o J N a Q 39 0 c mr � c o 0) = E c 0) 0E Lo ��CL :Ecc REVISIONS uj a. 7 m W I' ~ M � N PLUMBING DETAILS DATE 06/14/17 JOB NO. 17165 Pi ■ SHEET NO. maw SPRINKLER HEAD REDUCER 1' DROP NIPPLE BRANCH FIRE LINE UPRIGHT SPRINKLER HEAD DETAIL NO SCALE NOTE: GENERAL CONTRACTOR SHALL VERIFY SPRINKLER SYSTEM MONITORING, CERTIFICATION STATUS AND PREFERRED VENDOR REQUIREMENTS WITH HARBOR FREIGHT TOOLS' PROJECT MANAGER PRIOR TO SUBMITTING BID. NOTE: GENERAL CONTRACTOR SHALL COORDINATE WITH EMG AND LANDLORD FOR MONITORING REQUIREMENTS. FIRE PROTECTION NOTES: 1. THIS DRAWING IS FOR REFERENCES PURPOSE ONLY. THE FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR THE FULL DESIGN OF THE SPRINKLER SYSTEM AND ITS CONFORMANCE TO NFPA 13 AND ANY LOCAL CODE REQUIREMENTS. THE FIRE PROTECTION CONTRACTOR SHALL INCLUDE ALL NEEDED OFFSETS, CHANGES IN DIRECTION, TRANSITIONS, ETC. NEEDED FOR COMPLETE AND OPERATIONAL SYSTEMS. 2. THE CONTRACTOR WILL VISIT THE SITE AND BE FAMILIAR WITH SITE CONDITIONS. NO EQUIPMENT OR MATERIAL IS TO BE ORDERED OR FABRICATED PRIOR TO FIELD VERIFICATION OF ALL MEASUREMENTS, CLEARANCES, POTENTIAL CONFLICTS WITH EXISTING CONDITIONS OR THAT OF OTHER TRADES ON THE JOB. 3. PERFORM ALL WORK IN ACCORDANCE WITH THE, RULES & REGULATIONS OF THE APPROPRIATE STATE AND LOCAL BUILDING CODES AND SUBTITLES. 4. QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THE AWARDING OF THE CONTRACT. OTHERWISE THE ENGINEER'S INTERPRETATION OF THE MEANING AND INTENT OF THE DRAWINGS SHALL BE FINAL. 5. SPRINKLER CONTRACTOR RESPONSIBLE TO OBTAIN A COPY OF THE SPECIFICATION ON DWG. M1.2 AND COMPLYING WITH THE REQUIREMENTS THEREIN. 6. SPRINKLER CONTRACTOR SHALL REVIEW ARCHITECTURAL DRAWINGS FOR CEILING TYPES, HEIGHTS, COLOR, ELEVATIONS, SOFFITS, DISPLAY WINDOWS, ETC. 7. FIRE PROTECTION SHOP DRAWINGS MUST BE SUBMITTED FOR LOCAL AUTHORITY DEPARTMENT REVIEW AND APPROVAL AT LEAST TWO WEEKS BEFORE THE PROJECTED INSTALLATION DATE. 9. FAILURE TO OBTAIN APPROVAL OF THESE DRAWINGS BEFORE INSTALLATION COULD RESULT NOT ONLY IN DELAY OF THE FINAL INSPECTION AND ISSUANCE OF AN OCCUPANCY PERMIT, BUT ALSO IN REMOVAL AND RECONSTRUCTION OF INSTALLATIONS WHICH FAIL TO MEET LOCAL AND NFPA REQUIREMENTS. 10. SPRINKLER CONTRACTOR SHALL SUBMIT WORKING FIRE PROTECTION PLANS, HYDRAULIC CALCULATIONS, ETC... TO THE FIRE DEPARTMENT FOR SEPARATE PLAN CHECK, 11. SPRINKLER CONTRACTOR SHALL WORK CLOSELY WITH GENERAL CONTRACTOR AND/OR HARBOR FREIGHT TOOLS' FIELD REPRESENTATIVE FOR CEILING HEIGHTS, RACKING LOCATION AND HEIGHTS, COMMODITY BEING USE/STORED FOR DETERMINING THE DESIGN DENSITY REQUIRED. 12. SPRINKLER CONTRACTOR SHALL OBTAIN CURRENT (WITHIN 1-YEAR) FLOW DATA ON CITY WATER MAIN TO BE USED FOR HYDRAULIC CALCULATIONS. 13. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZED RING, SLEEVE OR ADAPTER THROUGHOUT THE CEILING TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. SCALE: 1 /8" = V-0" `� v DESIGN CRITERIA FIRE PROTECTION AREA TYPES: A) ORDINARY HAZARD II - 0.20 GPM/SQ.FT OVER 1500 SQ.FT. WITH 250 GPM HOSE ALLOWANCE. SPRINKLERS SHALL BE SPACED AT A 130 SQ.FT. MAXIMUM WITH SPRINKLER HEADS AT A MAXIMUM OF 13'-0" APART AND SPACED AT A MAXIMUM OF T-6" FROM ALL WALLS. B) LIGHT HAZARD - 0.10 GPM/SQ.FT. OVER 1500 SQ.FT. WITH 100 GPM HOSE ALLOWANCE. SPRINKLERS SHALL BE SPACED AT A 225 SQ.FT. MAXIMUM WITH SPRINKLER HEADS AT A MAXIMUM OF 15'-0" APART AND SPACED AT A MAXIMUM OF T-6" FROM ALL WALLS. SALES: ORDINARY HAZARD II SALES REPLENISHMENT: ORDINARY HAZARD II BREAK ROOM: LIGHT HAZARD OFFICES: LIGHT HAZARD TOILET ROOMS: LIGHT HAZARD FIRE PROTECTION KEY NOTES: OSPRINKLER HEADS IN OPEN CEILING SHALL BE UPRIGHT TYPE PER NFPA 13 REQUIREMENTS. HEADS TO BE BRASS. SPRINKLER PIPING TO MAINTAIN MINIMUM CLEARANCE OF 13'-6" ABOVE FINISH FLOOR IN OPEN AREAS. OSPRINKLER HEADS IN CEILING SHALL BE PENDENT TYPE PER NFPA 13 REQUIREMENTS. HEADS TO BE CHROME. 1��111►lII `��► . HERB'% F J. *: No.PE0M12!f4 *� 2 uj ms REVISIONS c It cci M u_ J J_ 2 CL N 7 _J m _I Q C� M Lo U o* :3Z N O °0 Z'T O N ° � o co 3 Y K ca 1y co LL E ' cnn c� �QLo Y o o L r a� o0 ti O L ca Lo= J y O Y r�s � a�3 m0.0 z m oN2 c c o cca o L •p w m -i c o Q cc caa�c`a Mn L O — U_ C Z tE O r c)Oca O0Z,a- p Ova- tcnA a) O N ,S 0 Q ag ZE L C '8 O t +=L+ Q 4) N y L O C ` U y a w Z.L+ C u)o � oy2 �� E aEa�o -�2 o N T C 7 fl 4J; �-t c •- CU � O c �2 Q a� r- U p y O Q cm js c ; 000 c rnaIn 0-0 t.0 cq cc 00-1E 3 �» a �oY `m3_j Z� mY 0 O 0 O ono Y r� c � E w aD -�52 2 C y a 'Ma w caz Nco 0 3Eo o8 M= E S m0©©0©0m00R FIRE -�� PROTECTION PLAN NOTE: FIRE PROTECTION CONTRACTOR SHALL REFER TO DWG. M1.2 FOR FIRE PROTECTION SPECIFICATIONS DATE 06/14/17 1 JOB No. 17165 FP1 00 SHEET NO. hi PHOTOCELL ON WALL FACING NORTH. SHIELD PHOTOCELL FROM ARTIFICIAL LIGHT SOURCES ---� 0 0 0 0 O EXISTING CT CABINET, METER & SERVICE DISCONNECT SWITCH 17 FIELD VERIFY LOCATION Lnn P-26,29 1 z-z #12 ISO GND SALES REPLENISHMENT IE CLOCK & ERRIDE SWITCH GHTING CONTACTORS P-33 RECEIVING AREA ON ROOF P-38 Qj CONNECT TO FORKLIFT CHA, �GER.j COORDINATE EXACT ROUGH=tfit WITH EQUIPMENT SUPPLIER. x M; x= a x• 1•% y#{% A.♦» t x+ a, a} A. e. Y F e a A t A.•. a � 8 a• s a A! re F M% i f A A% f . g! 9. a a Y 1 f e a? A a. a. a..+ „ # x • . . p % i (» i 3 # i . . A # . y A S . A A # . % • a A F a T k . ? • ♦ t . . ! 4% 3 A{ h# • e # !• # A . # . a A f k y ` e " . . # a # . . . % . A a f . . a 4 A? F . . %% f a A#?. a. 1 $ a # f # # A• c y ♦ a n . f ♦ x w a t o s # $ 1 t a z . • ? s a a• % P p A r • r," x♦ a t e• + P#.% �! .♦. x k»» f ♦ a a k # A i f b A A A. ! $. 6 a# x x a x a. # »F A A d � « a A . . . t x. 4 ! . a ,, ♦ � � " � .. a a a ♦ • . . f , a B re a N A 4 i . » ... a • # . f 4 # x. k A p k A. % �% f♦ " a a ,s 'R A! w! A•♦ s• ♦ c A s s R♦ # .. . . . A e ! ...#. s x f♦»#%} # A% r .. a•# r a a x a A f e #` 4 1 % # A . A . . f A . . , • a . r $ b f r . . . a . . . a ar AA • x �. A.f . �`#� ».• aAa lxaA! . • . ... �� ! r ! .. a •. ,.. b A . ma`s.. .. • a ♦ t A e . . aA A � , 9 t ? ! R � # . a . ♦. e P a ♦ re # , • 11!' k�♦�A b A a . n w»♦ s. a# a A f. w% x a w. � 4 8 a- a ♦ 3 4: # f A » x ? ♦ „. w e x ' a. * a f ♦. ♦ w • ». ♦ A 4 . .A-R�• as • » w,. . »x » a. .a. � � ., a a! ^tee k fx • . � Pik ix . 4 t y • w �, .i ♦ < a x . A ay +72" 15 L-25/2— (35,37) �— 102— — — — — — — — — — — — —� I I I I -� 1�--------------�— --�1 �I II II II II II II I I SCALE: NOT TO SCALE P-36 1.5KW WATER HEATER n u GFI +48„ GFI BREAK ROO P-15'' o MEN EF-2 L P-4 c9 P-33 WP/GFI ON ROOF GENERAL ELECTRICAL DEMOLITION NOTES I POWER PLAN NOTES A) NO ATTEMPT HAS BEEN MADE TO INDICATE ALL EXISTING ELECTRICAL DEVICES, LIGHT FIXTURES, COMMUNICATION DEVICES, 01 PROVIDE A JUNCTION BOX ON WALL ABOVE CEILING FOR RACK POWER. RUN MC CABLE IN WALL CAVITY TO BEHIND RACK, WIRING, CONDUIT, ETC. TO BE REMOVED AND/OR RELOCATED. HOWEVER, THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY PENETRATE RACK & INSTALL A SEPARATE ORANGE ISOLATED GROUND QUAD RECEPTACLE MOUNTED IN RACK. THE EXTENT OF DEMOLITION PRIOR TO SUBMITTING BID. COORDINATE EXACT LOCATION WITH HFT PRIOR TO INSTALLATION. B) REMOVE AND/OR RELOCATE EXISTING ELECTRICAL DEVICES NOT NOTED AS EXISTING TO REMAIN. COORDINATE SUCH 02 PROVIDE A DEDICATED CIRCUIT & WIRE THRU TIME CLOCK. UTILIZE SAME CIRCUIT IF THERE ARE TWO EXHAUST FANS. CONDITIONS WITH ARCHITECTURAL DRAWINGS. C) EXISTING CONDUITS, CIRCUITS OR SYSTEMS IN WALLS OR CEILING BEING REMOVED WHICH SERVE SURROUNDING UN REMODELED 03 DEDICATED ISOLATED GROUND QUAD OUTLET ON DEDICATED CIRCUIT. COLOR TO BE ORANGE. AREAS SHALL BE REWORKED AND MAINTAINED. 04 DEDICATED ISO GROUND QUAD OUTLET MOUNTED WITHIN THE CASHWRAP SO THAT BOTTOM OF QUAD IS 2" ABOVE D) EXISTING CONDUITS, CIRCUITS OR SYSTEMS PASSING THROUGH THE REMODELED AREAS WHICH SERVE UNREMODELED AREAS LOWEST SHELF. SEE DETAIL 1/E1.0, COLOR TO BE ORANGE. SHALL REMAIN AND BE PROTECTED DURING DEMOLITION AND REMODELING, AND SHALL BE RELOCATED AND REROUTED. 05 COORDINATE ROUGH -IN LOCATION WITH MANUFACTURERS SHOP DRAWINGS PRIOR TO INSTALLATION, PROVIDE E) CONTINUITY OF CIRCUITS INTERRUPTED BY REMOVAL OF ELECTRICAL DEVICES SHALL BE MAINTAINED, STANDARD 20A-120V RECEPTACLE & WIRE TO A GFCI TYPE CIRCUIT BREAKER. F) ALL UNUSED WIRE (POWER & COMMUNICATION) SHALL BE REMOVED. 06 DUPLEX OUTLET MOUNTED ON WALL AT 12" ABOVE WINDOW. MOUNT FLUSH IN CEILING IF CEILING IS WITHIN 12" OF TOP OF WINDOW. G) ALL EXISTING WIRING (POWER & COMMUNICATION) THAT IS TO REMAIN SHALL BE REWORKED OR REPLACED WITH CODE 07 DUPLEX OUTLET MOUNTED FLUSH IN CEILING FOR INSTALLATION OF INTERIOR MOUNTED NEON SIGNS BY T.G.C. COMPLIANT MATERIAL & SUPPORTS. ANY EXISTING SURFACE MOUNTED CONDUITS SHALL BE REMOVED OR RELOCATED SO THAT THEY ARE IN THE JOIST SPACE OR WITHIN WALL CAVITIES. 08 J-BOXES WITH SERVICE DISC SWITCH FOR SIGN CIRCUITS. COORDINATE ROUGH -IN REQUIREMENTS WITH SYSTEM H) EXISTING LIGHT FIXTURES THAT REMAIN OR ARE BEING RELOCATED SHALL BE CLEANED AND RE-LAMPED WITH 4' T8 LAMPS. CONTRACTOR. BROKEN LENSES SHALL BE REPLACED. PROVIDE NEW T8 BALLASTS IF REQUIRED. 09 15'-0" HIGH 2 COMPARTMENT POWER POLE TO BE FURNISHED BY HFT AND INSTALLED BY EC. EC SHALL EXTEND UNISTRUT 1) EXISTING LIGHT FIXTURES, ELECTRICAL / TELECOMMUNICATION DEVICES, PANELBOARDS ETC. THAT ARE NOT TO BE REMOVED FROM THE POWER POLE UP TO THE ROOF STRUCTURE AND CONNECT TO UNISTRUT SECURED TO ROOF STRUCTURE SHALL BE NOTED AS EXISTING TO REMAIN ON THE DRAWINGS. SEE ARCHITECTURAL & MECHANICAL DRAWINGS FOR ADDITIONAL (UNISTRUT TO BE PAINTED WHITE). SEE ARCHITECTURAL DRAWINGS FOR ROOF STRUCTURE HEIGHTS. INFORMATION ON SCOPE OF DEMOLITION. 10 24 VAC WEATHERPROOF PUSH BUTTON MOUNTED +48" CONNECT TO LOAD SIDE OF TRANSFORMER. DORTRONICS #WR5276-HD29. 11 SERVICE BELL MOUNTED TO BOTTOM OF ROOF STRUCTURE. EDWARDS #340-6G5/598-348. 12 REMOVE EXISTING ELECTRICAL PANELS IF NOT SHOWN ON THIS PLAN OR E2.0 AS EXISTING TO REMAIN. 13 G.C. SHALL COORDINATE EXISTING SWITCH & METER REQUIREMENTS WITH POWER COMPANY IMMEDIATELY UPON RECEIVING CONTRACT. 14 DUPLEX RECEPTACLE FOR SUSPENDED MONITOR. E.C. SHALL PROVIDE MC CABLE & CAST BOX & MOUNT RECEPTACLE ON MONITOR ARM. COORDINATE EXACT LOCATION WITH COMMUNICATIONS CONTRACTOR. 15 240V CHARGER PROVIDED BY HFT, WIRED & INSTALLED BY ELECTRICAL CONTRACTOR. COORDINATE ROUGH -IN REQUIREMENTS WITH EQUIPMENT MANUFACTURER PRIOR TO INSTALLATION, ELECTRICAL CONTRACTOR SHALL PROVIDE 1.5KVA 208/240V BUCK BOOST TRANSFORMER AND MOUNT ABOVE DISCONNECT SWITCH TO RAISE VOLTAGE TO UNIT, 16 UTILIZE EXHAUST FAN CIRCUIT & CONNECT POWERED LOUVER LOCATED IN DUCT WORK WITH (2)#12,#12GND. INSTALL CONTROL TRANSFORMER (PROVIDED BY MECHANICAL CONTRACTOR). COORDINATE ROUGH -IN REQUIREMENTS WITH MECHANICAL CONTRACTOR, 17 EXISTING TELEPHONE DEMARC, FIELD VERIFY EXACT LOCATION PRIOR TO BIDDING. WP/GFI ON ROOF P-38 D R U2 M-60/3 (26,28,30) G3 P-7 8-z #8 ISO GNE I P-5 s-2 #8 ISO GNE SALES AREA G2 TO PUSHBUTTON AT P a1 RECEIVING DOOR t 1 14 8-2 P-33 WP/GFI OF P-3 ( P-11 8-z 7RTU-1 #8 ISO GNE 100A/WP (1,3,5) z-3 10-2 P-391 I I I I B C D E F P-20 1az #10 ISO GND P-9 Gz #8 ISO GN[ I MANAGER Gz F�14 I I 2 I I I I © QI P-16:@a 8-2 0 7 P-13-01 I Gz '1 o PA 2 a-z O AID i o I P-40 G Go 2 8 I 6 P-16-04 a-2 I G� I CASH RUOM EFL P-35 O r 16 s-m - P-1 1a2 #10 ISO GND a� 3 P-27 CD 410 ISO GND/+101" 3 P-25 1a-2 #10 ISO GND/+101" POWER PLAN SCALE 1/8" = 1'-0" 3 P-2 1az #10 ISO GND U) Z Q 0 `W v ) LLJ Lu Q 0 U) F- 0 z 0 0 No. 637 G • AT ) ' w� ! fS U U U limm L 2 f` io V 0 W L � a}Ui 0 v L O oNp 3� QYCV � Ln E co t Cn = N c J LM VY 0 r .= cM CU O N L0 LLco N c Q CV OQ � o c a M M m o ° Z c J J LL 3 a U) 3.o 0 U) a� J C E Y O O U O w O W C c6o m U) o Y � o ,15 � 0 L.0 � (U o :- - a � o � co o -0 a� U) E a o 0 C O ui w O co O C --. N U E2 -003 n o to o cu R ocu _ ) o I cc cn U �. J C (D =p Y � � J o Y o u"- o U T O` X� a `o U U = c c � 0 L a c 3 o in cn J n Y c � LaL U � U a> C C) o L U) Q L U) J (U T Z � Jo m a== � � L `a E v w2� 3 c -Z O L U) o U L O Q - m I = a� J Uoc c �LE (n Q C N C 0 EL -0 U .a)-N M -oo-C3t rn w L0 iE a) REVISIONS z 1= w J J m w a w 1— co Q CV 0 0o 0 N M 'ct Uf , CO 1-- W M POWER PLAN DATE 06/14/17 JOB NO. 17165 El 00 SHEET NO. O a Ee Q LIGHTING PLAN SCALE 1 /8" = V-0" GENERAL NOTES A ALL SALES & SALES REPLENISHMENT AREA LIGHTING CIRCUITS SHALL BE B ALL NIGHT / EMERGENCY / EXIT LIGHTING CIRCUITS SHALL BE 8-2 C ALL EXTERIOR LIGHTING CIRCUITS SHALL BE 8-2 D EMERGENCY BALLASTS SHALL BE WIRED TO POWER (2) LAMPS PER FIXTURE. REWORK EMERGENCY BALLAST WIRING AS REQUIRED TO ILLUMINATE THE TWO LAMPS THAT OCCUR ABOVE THE MAIN EGRESS AISLES. E FIXTURES LOCATED IN THE SALES REPLENISHMENT & RECEIVING AREA SHALL BE MOUNTED AS HIGH AS POSSIBLE MAXIMUM 15' AFF TO THE BOTTOM OF THE JOISTS OR ON UNISTRUT MOUNTED TO THE BOTTOM OF THE JOIST WHERE FIXTURE LOCATIONS DO NOT LINE UP WITH THE JOIST. IF JOISTS ARE HIGHER THAN 16-0- AFF TO BOTTOM CHANGE TYPE 'D' FIXTURES TO TYPE'C' FIXTURES & MOUNT FIXTURES AT 15'-0" AFF. F ELECTRICAL CONTRACTOR SHALL INSTALL ALL EMERGENCY BALLASTS IF SHIPPED SEPARATELY. COORDINATE WITH VENDOR. G FOR EMERGENCY FIXTURES AE, Al E, BE, CE, ClE, DE & D1 E NOT SHOWN AS NIGHT LIGHTS, RUN AN EXTRA HOT CONDUCTOR (BYPASSING ALL CONTROL) AND CONNECT TO EMERGENCY BALLAST. FIXTURES SHALL BE SHUT OFF WITH LOCAL LIGHT FIXTURE CONTROL. LIGHTING PLAN NOTES 01 LIGHT FIXTURES WITH NO LETTER DESIGNATION ARE EXISTING TO REMAIN. CLEAN, RELAMP & REBALLAST TO 4' LAMP T8 SYSTEM AS REQUIRED. 02 WIRE SWITCH IN SERIES (AFTER) OCCUPANCY SENSOR FOR 50 PERCENT REDUCTION OF ILLUMINATION. 03 WIRE IN SERIES (AFTER) TIME CLOCK CONTROL FOR 50 PERCENT REDUCTION OF SALES LIGHTING. 04 MOUNT OCCUPANCY SENSOR @ +44- A.F.F. 05 IF EXISTING EXTERIOR LIGHTING / PYLON SIGNS, ETC ARE CONTROLLED BY EXISTING DISTRIBUTION SYSTEM LOCATED IN HFT SPACE, CLEAN, RELAMP & RETROFIT EXISTING FIXTURES, REROUTE, EXTEND BRANCH CIRCUITING TO PANEL'U &'P' & CONTROL WITH CONTACTORS C4 & C5. 08 OCCUPANCY SENSOR POWER SUPPLY MOUNTED IN JOIST SPACE. 07 PASSIVE INFRARED OCCUPANCY SENSOR MOUNTED AT 12'-0" OR EVEN WITH BOTTOM OF LIGHT FIXTURES (WHICHEVER IS LOWER) STUB 3/4- IMC CONDUIT FROM JOIST OR UNISTRUT DOWN INTO THE BACK OF A ROUND WHITE CAST BELL BOX. PROVIDE WHITE GROMMETED COVER & THREAD SENSOR INTO COVER. 08 DUAL TECHNOLOGY OCCUPANCY SENSOR MOUNTED AT 12'-0" OR EVEN WITH BOTTOM OF LIGHT FIXTURES (WHICHEVER IS LOWER) STUB 3/4" IMC CONDUIT FROM JOIST OR UNISTRUT DOWN INTO THE BACK OF A ROUND WHITE CAST BELL BOX. PROVIDE WHITE GROMMETED COVER & THREAD SENSOR INTO COVER. 0 z e C� LQ N CM C7 J LLL VJ J LL a- W N J m J J 0 L a Q 0 omEi cc C C d .0.. m C. n y M Ca dw W �y O En m E Y $ c o o a E fE o m TL ts m y d E O N C' O{ d C O .o d nmv, v E M dcgm --.. 42 y m C O C y Z cc 0 3 ao 16 y c m � aNi Y •O y O cn J d'0 Y , vi L ca >, z m ,G , .S U — d A O m O � v�i p 3 ^� v c m m Y w y m w?oo L C NJ i N y J � >,ZAG - c(s a mom nE y v� m 3 c Z � t aci o•�E c CL El $ c N C z C j w v.a o c E `.� -v C C O p O N � � REVISIONS Z W J m W a ti 17 co 0 �I.-INI MI'�i'IIAICDIi�I ODIOIO LIGHTING PLAN DATE 06/14/17 1 J06 No. 17165 El 01 SHEET N0. LLll� LI A .. GENERAL ELECTRICAL / COMMUNICATION / SECURITY NOTES 01 HFTS COMMUNICATIONS CONTRACTOR SHALL PROVIDE & INSTALL ALL CABLE, JACKS, PATCH CORDS, SPEAKERS, TELEPHONE EQUIPMENT ETC FOR A COMPLETE LOW VOLTAGE COMMUNICATIONS SYSTEM. 02 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT, BOXES, PULL STRINGS,120V POWER SLEEVES FOR COMMUNICATIONS WIRING & EQUIPMENT. COORDINATE WITH COMMUNICATIONS CONTRACTOR & SEE SYMBOL LEGEND FOR ADDITIONAL DETAILS. 03 ALL CONDUITS SHALL BE PROVIDED WITH PLASTIC BUSHINGS AT EACH END, PULL STRINGS & BE BONDED TO LOCAL BUILDING STEEL. 04 ALL LOW VOLTAGE CABLES SHALL BE PLENUM RATED. 05 THE COMMUNICATIONS CONTRACTOR SHALL PROVIDE A COMPLETE DATA COMMUNICATIONS SYSTEM WITH EQUIPMENT, PATCH PANELS, CABLE, JACKS, J HOOKS, BOXES, LABELING, TESTING, ETC. ALL EQUIPMENT SHALL BE SUPPLIED & INSTALLED PER CATEGORY 6 (BICSI AND EIAITIA) INSTALLATION STANDARDS. 06 THE COMMUNICATIONS CONTRACTOR SHALL PROVIDE A COMPLETE COMMUNICATIONS SYSTEM LABELING SYSTEM. INCLUDE BUT NOT LIMITED TO: CABLES, JACKS, PATCH PANEL RACKS, ETC. ALL LABELING SHALL COMPLY WITH STANDARDS OF EWTIA 606. 07 THE COMMUNICATIONS CONTRACTOR SHALL TEST EACH CABLE AFTER INSTALLATION AND TERMINATION TO CERTIFY THAT EACH CABLE COMPLIES WITH TIAIEIA CATEGORY 6 STANDARDS. PROVIDE DOCUMENTATION PER HFT REQUIREMENTS. 08 SECURITY SYSTEM WIRING SHALL BE HONEYWELL #11045501 PLENUM GENESIS 2214 STRANDED UNSHIELDED CABLE. 09 EACH SPECIFIED ALARM CONTACT AND EACH SPECIFIED ALARM SENSOR SHOULD BE WIRED IN A CLOCKWISE MANNER TO ITS OWN DESIGNATED ZONE STARTING AT THE MAIN CUSTOMER ENTRANCE / EXIT DOOR CONTACTS. 10 EACH SPECIFIED ALARM CONTACT AND EACH SPECIFIED ALARM SENSOR SHOULD BE SPECIFICALLY LABELED ACCORDING TO ITS DESIGNATED CONTACT OR SENSOR NAME, ITS LOCATION WITHIN THE STORE & PROGRAMMED SEPARATELY TO ITS OWN DESIGNATED ZONE. 11 THE CONTRACTOR SHOULD NEVER PROGRAM I INSTALL ANY TYPE OF LOCKOUT CODE INTO THE PANEL OR EXPANDER. 12 COORDINATE CONDUIT AND/OR JUNCTION BOXES AS REQUIRED FOR SECURITY SYSTEM. 13 ALL PRODUCTS SPECIFIED ARE FEATURED IN PRODUCT BROCHURES FROM THE MANUFACTURER. MEN BREAK ROOM J 10 0 MEN SALES REPLENISHMENT co I " r, — — t I jj7 1 ��LIII o . Ll LI' o 0 u o 0 ACAEM RECEIVING AREA El I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I (I II II II it II II I — I A n u SALES AREA SECURITY SYSTEM NOTES S1 (1)HONEYWELL ADEMPCO VISTA - 20P (8) ZONE CONTROL PANEL AND (1) HONEYWELL #4219 ADEMCO VISTA EXPANDER MOUNTED IN THE CASH OFFICE ABOVE CEILING. SECURITY CONTRACTOR TO CLEARLY LABEL SECURITY PANEL. S2 (1)HONEYWELL #6160 KEYPAD MOUNTED OUTSIDE OF THE MANAGERS OFFICE WALL. BOTTOM OF KEYPAD SHALL BE 44" AFF. S3 (1)HONEYWELL WAVE2 2-TONE SOUNDER (SIREN HORN) ON THE MANAGERS OFFICE WALL FACING THE SALES FLOOR MOUNTED AT I AFF. S4 (1)HONEYWELL #FG1625 GLASS BREAK DETECTOR CEILING MOUNTED IN THE MIDDLE OF THE VESTIBULE 5 FEET FROM THE PERIMETER GLASS PANES ENTRANCE/EXIT DOORS. GLASS BREAK DETECTOR SHOULD FACE GLASS PANES. S5 (1)HONEYWELL #FG1625 GLASS BREAK DETECTOR ALONG THE INTERIOR OF GLASS STOREFRONT 5 FEET FROM GLASS PANES FOR EVERY 25 FEET OF STOREFRONT GLASS. GLASS BREAK DETECTORS SHOULD FACE GLASS PANES. S6 (1)WALL MOUNTED BOSCH MSC-PDL1-W18G SERIES TRITECH PIR/MICROWAVE DETECTOR MOUNTED AT 9'-6- AFF FOR 60 LINEAR FOOT OF STOREFRONT GLASS SHOOTING SIDEWAYS ACROSS THE GLASS. NO MOTION DETECTORS IN THE VESTIBULE. S7 (1)CEILING MOUNTED 360- BOSCH #DS9370 PANORAMIC TRITECH DETECTOR AT 12' TO 25' AFF FOR STOREFRONT GLASS IN THE EVENT (S6) CANNOT BE WALL MOUNTED. S8 (1)WALL MOUNTED BOSCH #ISC-CDL1-W15G SERIES TRITECH PIR/MICROWAVE DETECTOR ABOVE VESTIBULE DOOR FRAME FACING SALES FLOOR MOUNTED AT 9'-6" AFF. S9 (1)CEILING MOUNTED 360' BOSCH #DS9370 PANORMAIC TRITECH DETECTOR IN THE CENTER OF THE CASH OFFICE AWAY FROM ANY AIR DEVICES. S10 (1)WALL MOUNTED BOSCH #ISC-CDL1-W15G SERIES TRITECH PIR/MICROWAVE DETECTOR ABOVE ALL EGRESS DOOR FRAMES (EXCEPT IF EGRESS DOOR IS ADJACENT TO RECEIVING OVERHEAD DOOR) AT 8'-0- AFF. Sl l MAIN CUSTOMER ENTRANCE / EXIT DOORS: FOR NEW DORMA DOORS, WIRE INTO THE DOOR FRAME HEADER TO POINT OF CONNECTION TERMINAL STRIP. FOR EXISTING DOORS TO REMAIN, INSTALL (1) NASCOM N505AUST ON THE SURFACE (INTERIOR) OF EACH DOOR. S12 (1) NASCOM N200AU/ST DOOR CONTACT FOR EXTERIOR DOORS AND ROOF HATCH (IF APPLICABLE). (2) DOOR CONTACTS REQUIRED AT DOUBLE DOORS. S13 (1) HONEYWELL #959 DOOR CONTACT FOR OVERHEAD DOOR. S14 (1) CEILING MOUNTED 360' BOSCH #DS9370 PANORMAIC TRITECH DETECTOR IN THE CENTER OF THE RECEIVING AREA MOUNTED AT 15' TO 25' AFF. (NO OTHERS NEEDED IN SALES REPLENISHMENT). B C D E COMMUNICA IONS PLAN SCALE 1/8' = V-0" 20'-0' m 7 CAM C9 cI MANAGER CAM ©9 CAM @ M CASH ROOM GENERAL ELECTRICAL DEMOLITION NOTES 1) NO ATTEMPT HAS BEEN MADE TO INDICATE ALL EXISTING ELECTRICAL DEVICES, LIGHT FIXTURES, COMMUNICATION DEVICES, WIRING, CONDUIT, ETC. TO BE REMOVED AND/OR RELOCATED. HOWEVER, THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION PRIOR TO SUBMITTING BID. 2) REMOVE AND/OR RELOCATE EXISTING DEVICES ON WALLS OR CEILING BEING REMOVED. COORDINATE SUCH CONDITIONS WITH ARCHITECTURAL DRAWINGS. 3) ALL UNUSEDWIRE (POWER & COMMUNICATION) SHALL BE REMOVED. 4) ALL EXISTING WIRING (POWER & COMMUNICATION) THAT IS TO REMAIN SHALL BE REWORKED OR REPLACED WITH CODE COMPLIANT MATERIAL & SUPPORTS. ANY EXISTING SURFACE MOUNTED CONDUITS SHALL BE REMOVED OR RELOCATED SO THAT THEY ARE IN THE JOIST SPACE OR WITHIN WALL CAVITIES. ELECTRICAL KEY NOTES E1 4'x8'4/4' PAINTED FIRE RATED PLYWOOD FOR TELEPHONE BACKBOARD. REFER TO DETAIL ON SHEET E2.2 FOR MORE DETAILS. E2 1-1/2' EMT CONDUIT FROM 9' AFF TO JOIST SPACE HOMERUN CONTINUOUS CONDUIT TO TELEPHONE DEMARK (COORDINATE LOCATION WITH LANDLORD). STUB CONDUIT AT 8' AFF TO TELEPHONE DEMARK. E3 12"x4"xl/2" COPPER BUS BAR MOUNTED AT 84" AFF U.O.N. ON INSULATORS. PROVIDE BAR WITH (6) EQUALLY SPACED 3/8' DIAMETER HOLES. CONNECT BAR TO HFTS MAIN PANELS GROUND BAR WITH #4AWG COPPER CONDUCTORS. E4 4' DIAMETER EMT CONDUIT RISER FROM JOIST SPACE INTO TOP OF RACK. E5 2 COMPARTMENT POWER POLE. E6 NOTE NOT USED. E7 20A 120 VOLT DUPLEX RECEPTACLE AT JOIST SPACE FOR SECURITY CAMERA MONITOR. COORDINATE EXACT LOCATION WITH COMMUNICATIONS CONTRACTOR. MOUNT FLUSH IN CEILING WHERE CEILINGS OCCUR, RECEPTACLE SHALL BE WHITE WITH WHITE COVER PLATE. COORDINATE EXACT LOCATION WITH SECURITY VENDOR. E8 PROVIDE 2 GANG BOX WITH 1 1/2" CONDUIT & PULL STRING TO JOIST SPACE. E9 (3)1 1/2' CONDUITS & PULL STRINGS FROM TOP OF SECURITY PANEL TO JOIST SPACE. E10 l" CONDUIT WITH PULL STRING FROM AMPLIFIER TO JOIST SPACE. Ell 2" CONDUIT SLEEVE BETWEEN BACKBOARD & EXISTING TELEPHONE CABINET. E12 NOTE NOT USED. E13 FLUSH SINGLE GANG BOX MOUNTED AT 48' AFF WITH 314" EMT CONDUIT STUB TO CEILING JOIST. E14 FLUSH SINGLE GANG BOX MOUNTED AT 114' AFF AT VESTIBULE AND AT 96' AT ALL OTHER LOCATIONS WITH 314' EMT CONDUIT TO JOIST SPACE FOR MOTION SENSOR. E15 3/4" CONDUIT STUBBED INTO DOOR FRAME FOR DOOR CONTACT. E16 PROVIDE 314" EMT CONDUIT DROP FROM JOIST & SINGLE GANG BOX MOUNTED AT 12'-0" FOR SALES REPLENISHMENT MOTION SENSOR. E17 PROVIDE 2 GANG BOX AT 4" AFF. WITH 3/4' CONDUIT STUB TO JOIST SPACE FOR OVERHEAD DOOR CONTACT. E18 PROVIDE OCTAGONAL BOX ON BOTTOM OF JOIST. COMMUNICATIONS KEY NOTES Cl 25 PAIR CAT3 24AWG TWISTED PAIR CABLE. TERMINATE AT TELEPHONE DEMARK AS DIRECTED BY TELEPHONE COMPANY. TERMINATE AT HFT PHONE BOARD ON 66 PUNCH DOWN BLOCK. C2 (3) 4 PAIR CAT 5 24AWG CABLES BETWEEN HFT PHONE BOARD & RACK. TERMINATE ON BOTH ENDS. C3 24'Wx43"Dx80"H FLOOR MOUNTED LOCKABLE RACK PER HFT STANDARDS. C4 (2) 4 PAIR CAT 5 24AWG DATA CABLE BETWEEN REGISTERS & HFT RACK. TERMINATE ON BOTH ENDS. C5 (1) 4 PAIR CAT 5 24AWG CABLE BETWEEN REGISTER & HFT RACK FOR TELEPHONE. TERMINATE ON BOTH ENDS. C6 DAISY CHAIN SPEAKER CABLE FOR THE SALES AREA SPEAKERS.HOMERUN CABLE FROM CLOSEST SPEAKER TO AMPLIFIER ON PHONE RACK. TERMINATE CABLE AT SPEAKERS & AMPLIFIER. SPEAKERS PER HFT STANDARDS. CABLE SHALL BE BELDEN #2C18-CMP-GY-RFA-BED. C7 DAISY CHAIN SPEAKER CABLE FOR THE SALES REPLENISHMENT AREA PAGING SPEAKERS.HOMERUN CABLE FROM CLOSEST SPEAKER TO AMPLIFIER ON PHONE RACK. TERMINATE CABLE AT SPEAKERS & AMPLIFIER. SPEAKERS PER HFT STANDARDS. CABLE SHALL BE BELDEN #2C18-CMP-GY-RFA-BED. C8 (1) 4 PAIR CAT 5 24AWG CABLE BETWEEN DOCK DOOR & HFT RACK FOR TELEPHONE. TERMINATE ON BOTH ENDS. C9 SECURITY CAMERA & (1) CAT 5 24AWG 4 PAIR CABLE FROM CAMERA TO RACK, TERMINATE CABLES AT BOTH ENDS. C10 (1) CAT 5 24AWG CABLE FROM TRAFFIC COUNTER TO HFT RACK. TERMINATE AT BOTH ENDS. Cl l (1) CAT 5 24AWG CABLE FROM WIRELESS ACCESS POINT TO HFT RACK. TERMINATE AT BOTH ENDS. C12 (1) CAT 5 24AWG 4 PAIR CABLE FROM TIME CLOCK (CENTERED BETWEEN WINDOW & DOOR) TO HFT RACK. TERMINATE AT BOTH ENDS. C13 (2) CAT 5 24AWG 4 PAIR CABLES FROM PRINTER/FAX TO HFT RACK. TERMINATE AT BOTH ENDS. C14 (2) CAT 5 24AWG 4 PAIR CABLES FROM MANAGERS WORK STATION TO HFT RACK. TERMINATE AT BOTH ENDS. C15 (2) CAT 5 24AWG 4 PAIR CABLES FROM MANAGERS WALL TO HFT RACK. TERMINATE AT BOTH ENDS. C16 NOTE NOT USED. C17 (1) RG59 COAXIAL CABLE FROM CCTV MONITOR TO RACK. TERMINATE AT BOTH ENDS. C18 (1) CAT 5 24AWG 4 PAIR CABLE FROM CASH ROOM TO HFT RACK. TERMINATE AT BOTH ENDS. C19 (1) RJ31X PHONE JACK MOUNTED AT+101" AFF FOR SECURITY PANEL. COMMUNICATIONS SYMBOL LEGEND SYMBOL DESCRIPTION CAM SECURITY CAMERA DC DOOR CONTACT GB GLASS BREAK DETECTOR OCEILING MOUNTED 360' DETECTOR WALL MOUNTED MOTION DETECTOR ■ POWER POLE 3P SPEAKERS WAP WIRELESS ACCESS POINT S7 DATA CABLE ® SPEAKERS & AMPLIFIER Z Q 0 uj U) L1J UJI 0 CI) H 0 z 0 0 w U V° o � 2 W � 0 • �78co co Y � JyJ� E cc c c� J - V Y¢• o o cm Q ~ � N m c 0 t a H 04 cn c c a cn J S m u- 2. n C6 Ioc° J m'c a— J _ rn N CIO = o in E; Eww 0 L1..1 CO occ 4, E N � Q O N N N O a-O m =oE � -0 O o N y W ndpppp, O _d C 0 Yn v- N 0 C m no ') c O Y n0 c3 ; t co _O v coo vi `0uj5� o mos "D SLY N Oc �'g, J m 2 N go L C N J � a N nd= nE y 3� 2 D 'A 15 CO .0 0 0 c J CL E $ c m J 2M"' c N, v7 Q E t a�i M c o y N LO w REVISIONS w a ti Q N O I�IcmIMI-0-IU)I-l-lco I'm lI COMMUNICATIONS PLAN DATE 06/14/17 JOB NO. 17165 El 2 ■ SHEET NO.