Plans BUP2016 00012
A B C D F F G H J K L M N P Q
ABBREVIATIONS PROJECT DIRECTORY
12 ABV —ABOVE ID —INSIDE DIAMETER TENANT DESIGNER JURISDIC110NAL AUTHORITIES: Qf CN
AC —AIR CONDIITON(ING) INSUL —INSULATION YANKEE CANDLE CO. RJC INTERIORS, LLC CITY OF TIGARD PERMIT CENTER — BUILDING DIVISION SWAI-' � y �
ACOUS —ACOUSTICAL JAN —JANITOR 16 YANKEE CANDLE WAY 6457 GLENWAY AVE., SUITE 143 13125 SW HALL BLVD. '
(02
ACT —ACOUSTIC CEILING TLE JT —JOINT SOUTH DEERFIELD, MASSACHUSETTS 01373 CINCINNATI, OH 45211 TIGARD, OR 97223U >X
ADJ —ADJACENT KDHM —KNOCK DOWN HOLLOW METAL TELEPHONE: (413) 665-8306 TELEPHONE: (513) 347-0410 Office TELEPHONE: (503) 718-2439 IZ ��ktP�r" Ll W J
( ) ( ) UII,DII�iG I�II�IO � o 0
AFC —ABOVE FINISH CEILING LAM —LAMINATE FAX: 413 665-8569 513 661-5063 Mobile "
AFS —ABOVE FINISHED SLAB LAV —LAVATORY
E—MAIL: bwarner@Xjc—interiors.com — U —
AFF —ABOVE FINISHED FLOOR LD —LEASE DIMENSION 0 PROJECT MANAGER: STEVE LEVIN PROJECT CONTACT: BRETT WARNER = z
ALT —ALTERNATE LT —LIGHT TELEPHONE:(413) 575-4365
ALUM Lo 0
—ALUMINUM LL —LANDLORD ry U n
APPROX —APPROXIMATE MAT —MATERIAL ARCHITECT OF RECORD O N Q
Z
ARCH —ARCHITECTURAL MAX —MAXIMUM Q
LANDLORD:
BD —BOARD MECH —MECHANICAL
BILK —BLOCK MIN —MINIMUM JIMMY L. POWERS � z
BLKG —BLOCKING MISC —MISCELLANEOUS MACERICH 12035 COLWICK —D �
BM —BEAM MO —MASONRY OPENING 11411 N. TATUM BLVD. SAN ANTONIO, TX 78216
PHOENIX,
BOT —BOTTOM MRGB —MOISTURE RESISTANT 028
BRG —BEARING GYPSUM WALLBOARD TELEPHONEE:: (66 02) 953-6542
CAB —CABINET MTD —MOUNTED TENANT COORDINATOR: KAREN MAYNARD MECHANICAL/ELECTRICAL/PLUMBING ENGINEER:
CJ —CONTROL JOINT MTL —METAL PROJECT ADDRESS: KLH ENGINEERS
CLR —CLEAR NIC —NOT IN CONTRACT
CLG —CEILING NO —NUMBER 1538 ALEXANDRIA PIKE, SUITE 11
1a CLO —CLOSET NTS —NOT TO SCALE WASHINGTON SQUARE FT. THOMAS, KY 41075
YM
CMU —CONCRETE MASONRY UNIT 0/C —ON CENTER YANKEE CANDLE TELEPHONE: (859) 442-8050
CO —CASED OPENING / OPNG —OPENING 9477 SW WASHINGTON SQUARE RD. FAX: (859) 442-8058cm PLRJ';&Le
CLEAN OUT Opp —OPPOSITE PORTLAND, OR 97223 PROJECT CONTACT: ALEX JONOVSKI
COL —COLUMN OH —OPPOSITE HAND
CONC —CONCRETE PF —PRE FINISHED YANKEE CANDLE CO.
CONST —CONSTRUCTION PL —PLATE VENDOR LIST SYMBOLS LEGEND INDEX OF DRAWINGS 16 YANKEE CANDLE WAY
CONT —CONTINUOUS PLAM —PLASTIC LAMINATE SOUTH MA 01373
t
CORR —CORRIDOR PLYWD —PLYWOOD
CPT —CARPET PNL —PANEL STORE COMPONENT VENDOR STREET/CITY ST ZIP CONTACT PHONE EMAIL ARCHITECTURAL
CT —CERAMIC TILE PNT —PAINT STORE# 435
DIA —DIAMETER PTD —PAINTED MILLWORK AND FLOOR FIXTURES T.C. MILLWORK 3433 MARSHALL LANE, BENSALEM PA 19020 BOB SQUADRITO 215-245-4210 bsquadrito@ttcmillwork.com G-001 PROJECT INFORMATION
9 NAG —DIAGONAL PIN —PARTITION �I EASING PARTITION G-002 RESPONSIBILITY SCHEDULE AND GENERAL NOTES
DIM —DIMENSION PVC —POLYVINYL CHLORIDE FLOORING KANE COMMERCIAL FLOORING 17 HILLSIDE ROAD, HULL MA 02045 DINO FUNARI 781-589-4569 dfunari0comcast.net EXTERIOR ELEVATION:
DN —DOWN R —RISER LIGHTING SUPPLY CAPITOL LIGHTING — — — RYAN MCILRATH 508-886-6485 Ryan.Mcllrath@CCapitolLight.com EXTERIOR ELEVATION NUMBER G-003 CODE AND LIFE SAFETY PLAN
SHEET WHERE ELEVATION OCCURS EXISTING PARTITION TO BE
DR —DOOR RA
—RETURN AIR REMOVED G-004 SPECIFICATIONS
DTT- —DETAIL RAD —RADIUS PERMITS NATIONAL SERVICES GROUP 626 C ADMIRAL DRIVE, MD 21401 LAUREN CHASE 410 5441700 1 ouren—chasegnational p erm its.com
DWG —DRAWING REFR —REFRIGERATOR PMB SUITE 120 ANNAPOLIS G-005 SITE VERIFICATION PLAN
EA —EACH REINF —REINFORCED) INTERIOR ELEVATION: A-100 DEMOLITION PLAN
ETR —EXISTING TO REMAIN REQ —REQUIRED LOW VOLTAGE INSTALLATION NFRASTRUCTURE — — — JASON RORICK 518-665-8550 Jason.Rorick@nnfrastructure.com INTERIOR ELEVATION NUMBER A-101 CONSTRUCTION PLAN AND DOOR SCHEDULE
EIFS —EXTERIOR INSULATION and RM —ROOM SHEET WHERE ELEVATION OCCURS
FINISH SYSTEM SC —SOLID CORE RYAN MORRISSEY 518-665-8550 Ryan.Morrissey@nnfrostructure.com A-102 REFLECTED CEILING PLAN AND DETAILS w
—SCHEDULE CHED NEW PARTITIONe ELEV —ELEVATION SEC —SECTION JEFF HUTTON 518-665-8550 Jeff.Hutton gnnfro structure.com A-103 FINISH PLAN, SCHEDULE AND DETAILS
ELEC —ELECTRIC
EMER —EMERGENCY SHT —SHEET — — — oul. witz@corrier.utc.com WALL SECTION: A-104 FIXTURE PLAN AND DETAILS
HVAC EQUIPMENT CARRIER CORP PAUL WITZ 315-432-3982 p MASONRY PARTITION
EQ —EQUAL SIM —SIMILAR WALL SECTION NUMBER A-201 STOREFRONT ELEVATION AND DETAILS
EQUIP —EQUIPMENT SQ —SQUARE ANDREW BROWNELL 315-432-6444 andrew.brownell@carrier.utc.com SHEET WHERE ELEVATION OCCURS
EXIST —EASING SS —STAINLESS STEEL A-202 STOREFRONT ELEVATION AND DETAILS
EXT —EXTERIOR STL —STEEL PAUL HIRT 315-432-3653 poul.hirt@ccarrier.utc.com PLAN NOTE
_ — — A-203 INTERIOR ELEVATIONS CIS
FD —FLOOR DRAIN STD —STANDARD Q
HVAC /LIGHTING CONTROLS AUTOMATED LOGIC — ALC/SIG DESIREE BATTLE 678-797-5077 desiree.bottle@automatedlogic.com
FE —FIRE EXTINGUISHER STOR —STORAGE
FEC —FIRE EXTINGUISHER CABINET STRUC —STRUCTURAL A-301 HUTCH z
FIN —FINISH SUSP —SUSPENDED STANLEY R JONES 678-797-5062 stan.Jones�automatedlogic.com ` DETAIL BUBBLE: WALL PARTITION TYPE 0
DETAIL NUMBER � � A-302 STOREFRONT SECTIONS O
FIXT —FIXTURE SWC —SOLID WOOD CORE PATRICK PHILLIPS 678-797-5054 Patrick.phillips(�automatedlogic.com J SHEET WHERE ELEVATION OCCURS
FLR —FLOOR SYM —SYMMETRICAL !!� Q
FLUOR —FLUORESCENT TEL —TELEPHONE CLINT BOSTWICK 678-797-5061 Clint.bostwick(�automatedlogic.com MECHANICAL V
FIXTURE TAG
FR —FRAME/FIRE RETARDANT TEMP —TEMPERED INTERIOR/EXTERIOR SIGNS/GRAPHICS WOOD & SIGNS, LTD 2036 ROUTE 7, EAST DORSET VT 05253 RICHARD FARLEY 802-362-2386 woodsign@sover.net M-101 MECHANICAL PLAN z —
FRP —FIBERGLASS REINFORCED TG —TEMPERED GLASS M-201 MECHANICAL SCHEDULES
PLASTIC THK —THICK DELIVERIES WM. B. MEYER — — — GREG SAMSON 866-204-5260 gsom son Owil[iamb m eyer.com DETAIL SECTION: REVISION NUMBER
FRT —FIRE RESISTANT TREATED TOM —TOP OF MASONRY BARRICADE GRAPHICS KING RETAIL SOLUTIONS — — — BRITTANY PEDVIN 800-533-2796 brittany.pedvin@kkingrs.com DETAIL NUMBER M-202 MECHANICAL DETAILS U
FS —FLOOR SINK TYP —TYPICAL SHEET WHERE ELEVATION OCCURS M-301 MECHANICAL SPECIFICA11ONS Q
FT —FEET UL —UNDERWRITER'S LABORATORY PETER PERDICHIZZI 800-533-2796 peter.perdichizzi@kingrs.com SALES AREA SPACE NAME M-401 MECHANICAL CONTROLS
FURR —FURRING UNO —UNLESS NOTED OTHERWISE I O I SPACE NUMBER
GA —GAUGE VCT —VINYL COMPOSITION TILE WALLCOVERING D.L. COUCH — — — SUZETTE McINTOSH 800-433-0790 smcintosh@dlcouch.com M-501 MECHANICAL ENERGY COMPLIANCE
GALV —GALVANIZED VERT —VERTICAL EXT. 1066
6 GC —GENERAL CONTRACTOR VF —VERIFY IN FIELD KEY NOTE: PLUMBING
GL —GLASS W —WIDE KEYNOTE NUMBER — NUMBER FINISH /MATERIAL TYPE P-101 PLUMBING PLANS AND SPECIFICATIONS
GR —GRADE WC —WATER CLOSET LONG LEAD TIME ITEMS CORRESPONDS TO NUMBER IN
GWB —GYPSUM WALL BOARD WD —WOOD KEYNOTE LEGEND ELECTRICAL
H —HIGH WIN —WINDOW +_�—/—8—0 ELEVATION TARGET E-000 ELECTRICAL LEGEND AND RESPONSIBILITY SCHEDULE
HC —HOLLOW CORE/HANDICAPPED WO —WINDOW OPENING **GC SHOULD ORDER THE FOLLOWING ITEMS WITHIN DAYS OF THE PROJECT `r
E-101 ELECTRICAL POWER PLANS
WHIM —WELDED HOLLOW METAL ** DOOR AND LOCATION HDWD —HARDWOOD WHAWARD DATE, DUE TO LONG LEAD 11MES
WWF —WELDED WIRE FABRIC
HM —HOLLOW METAL WWM —WELDED WIRE MESH
HDWR —HARDWARE O DOOR TAG E-102 ELECTRICAL LIGHTING PLANS
HORIZ —HORIZONTAL YCC —YANKEE CANDLE COMPANY NONE E-201 ELECTRICAL RISER DIAGRAM AND SCHEDULES
HR E-301 ELECTRICAL SPECIFICATIONS
5 HV _H�GHT E-401 ENERGY COMPLIANCE FORMS
HVAC HEATING, VENTILATION AND AIR 0 STRUCTURAL jjrJ.M L. Pg ERS n
CONDITIONING SEPARATE SUBMITTALS
HW —HOT WATER
SK-1 SMARTWALL 1 — HUTCH ATTACHMENT 56fj2
SK-2 SMARTWALL 2 — HUTCH ATTACHMENT UNIVERSAL CITY TEXAS
1) SPRINKLER SYSTEM
2) FIRE ALARM SYSTEM SK-3 VAV BOX BRACING �� �0
CALCS. BACK—UP CALCULATIONS: HUTCH ATTACHMENT AND SLIDING GRILLE SUPPORT `q��O 0��
4 BIDDING NOTES KEY PLAN VICINITY MAP
DRAWING DATE;
Q., DECEMBER 21 , 2015
ALL GC SUB-CONTRACTORS SHALL INCLUDE ANY/ ALL PUBLIC RESTROOM FACILITIES
JCPen� y REV.#! ISSUE/DESCRIPTION DATE
PERMIT FEES WITHIN THEIR QUOTES TO THE GC. � >e F »'»
(LOCATED WITHIN 300 OF r--__,
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YCC REVIEW 11/20/201;
LEASE SPACE) r - -------------------------
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- DURING THE FIRST WEEK OF CONSTRUCTION, GC SHALL DOCUMENT ,r \ i 1 PS W
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LEVEL_ 1 OF 1 TIGARD , OR
A B C D E F G H J K L M N P Q
2015 STARTER SET, VERSION 002, 2014-10-22 (002 X)
A B C D E F G H J K L M N P Q
GENERAL NOTES RESPONSIBILITY SCHEDULE
NOTE: THE GENERAL CONTRACTOR SHALL VERIFY ALL �`o CD
12 1 . ALL CONDITIONS DESCRIBED IN GENERAL NOTES SHALL BE INCLUDED IN BID. ON THIS SCHEDULE FOR ACCURACY PRIOR TO P� LL= LANDLORD Q
2. THE BID, AND ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL AND STATE BUILDING CODES, ORDINANCES * BUILDING ITEMSBEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL Q�� ��'� �5 ��`� T= TENANT /TENANT'S VENDOR ONO
INSPECTIONS. APPLICABLE REQUIREMENTS SHALL BE ENFORCED BY THE CONTRACTORS AT ALL TIMES. BE REPORTED TO ARCHITECT, TENANT AND LANDLORD, GC= TENANT'S GENERAL CONTRACTOR
3. GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL PROVIDE EVIDENCE OF WORKMAN'S COMPENSATION UPON SUBMITTING BID. ['--
UPON AWARD OF CONTRACT, CONTRACTOR SHALL SHOW EVIDENCE THAT THE TENANT IS NAMED AS AN ADDITIONAL INSURED. DIVISION 01000 - GENERAL P I E C ~ U X
4. BY SUBMITTING A BID, CONTRACTOR ASSERTS THAT 5/HE 15 FAMILIAR WITH THE SITE, ALL EXISTING CONDITIONS, AND THE TENANT BUILDING PERMIT T G.C. SHALL PICK UP PERMIT, PAY ALL FEES, AND INVOICE YCC AT COST L1J C) ~
HANDBOOK(IF ANY). CLEAN-UP, FINAL CLEANING GC
5. JOB 51TE 15 TO BE KEPT CLEAN DURING CONSTRUCTION. CONTRACTOR SHALL PERIODICALLY AND PROMPTLY REMOVE ALL DEBRIS FROM 51TE LOW VOLTAGE PERMIT EC GC 1-
00 O
AT THEIR EXPENSE IN A LEGAL MANNER. OTHER PERMITS, FEES, INSURANCE GC INCLUDING ALL LOCAL PEST CONTROL REQUIREMENTS& O _
G. CONTRACTOR SHALL VERIFY BUILDING DEPARTMENT PROCEDURE FOR OBTAINING ALL PERMITS PRIOR TO SUBMITTING BIDS. CONTRACTOR PERMITS. VERIFY LANDLORD REQUIREMENTS (, Ln O
SHALL PAY FOR ALL NECESSARY PERMITS AND/OR FEES REQUIRED BY PUBLIC AUTHORITIES AND/ OR UTILITY COMPANIES AND PAY ALL TEMPORARY BARRICADE GRAPHICS T GC BARRICADE GRAPHICS SUPPLIED BY YCC AND INSTALLED BY GC, COORDINATE WITH YCC VENDOR o Z
TEMPORARY POWER COSTS. ANY TIE-IN OR INSPECTION FEES TO BE INCLUDED IN BID. CONTRACTOR TO VERIFY IF WATER OR OTHER METERS TEMPORARY CONSTRUCTION BARRICADE LL LL AT TENANTS EXPENSE Q N Q
ARE REQUIRED BY LANDLORD, OR UTILITY, AND ARE INCLUDED IN BID - INVOICE AT COST. TRASH REMOVAL AND DUMPSTERS GC COORDINATE W1 LANDLORD REQUIREMENTS. ONE 30 YARD DUMPSTER TO REMAIN THROUGH
7. ALL WORK SHOWN ON THESE DRAWINGS 15 TO BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. MERCHANDISING, CHANGE OUT ON PUNCH DAY AND REMOVE ONE DAY PRIOR TO STORE OPENING. Z
8. CONTRACTOR SHALL USE ONLY EXPERIENCED CRAFTSMEN SKILLED IN THE DUTIES WHICH THEY ARE TO PERFORM ON THIS PROJECT. COORDINATE W MANAGEMENT TEAM Q
9. GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE WITH LANDLORD'S SITE REPRESENTATIVE. SPRINKLER & FIRE ALARM PERMIT DRAWINGS ONLY GC V)
10. DURING CONSTRUCTION, CONTRACTOR SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AS REQUIRED BY THE LOCAL FIRE DEPARTMENT INSPECTIONS C.O. GC
FIELD INSPECTOR, LOCATION OF EXISTING/PERMANENT FIRE EXTINGUISHERS AS DIRECTED BY FIRE MARSHALL. DEMOLITION GC
1 1 . WHERE NEW CONSTRUCTION 15 TO BE SUSPENDED FROM THE EXISTING STRUCTURE, CONTRACTOR SHALL FIRST VERIFY THE EXISTING AIR BALANCE REPORT GC I SEE GENERAL NOTE # 47 LOCATED ON SHEET G-002
STRUCTURE HAS THE CAPACITY TO SUPPORT SUCH NEW ASSEMBLIES. REPORT INADEQUATE STRUCTURE TO ARCHITECT PRIOR TO INSTALLING DIVISION 02000 - SITE WORK
SUSPENDED WORK. NO WORK UNDER THIS SECTION
12. ANY ROOF PENETRATIONS SHALL BE APPROVED IN WRITING BY THE LANDLORD. IN THE EVENT THE LANDLORD REQUIRES THE PENETRATIONS
TO BE MADE BY THE LANDLORD'S CONTRACTOR, THE GENERAL CONTRACTOR SHALL BEAR SUCH EXPENSE UNLESS OTHERWISE AGREED TO IN DIVISION 03000 - CONCRETEYM K to
10 WRITING. CONCRETE SLAB •
13. GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN MODERN COMMUNICATION CAPABILITIES VIA ON SITE LAPTOPS AND DIGITAL CONCRETE SLAB LEAVE OUT INFILL - NOT APPLICABLE -
CAMERAS AT THE JOB SITE THROUGHOUT CONSTRUCTION PERIOD. CUTTING OF EXISTING SLAB CORE DRILLING - NOT APPLICABLE -
14. GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/OR CANOPIES AS REQUIRED BY THE LOCAL AUTHORITIES FLOOR PREPARATION GC GC Cj"Li Uc;
OR AS NECESSARY FOR PEDESTRIAN SAFETY. YANKEE CANDLE CO.
15. ALL SPRINKLER WORK MODIFICATIONS SHALL BE COORDINATED WITH ALL OTHER TRADES ON SITE. CONTRACTOR 15 RESPONSIBLE FOR ALL DIVISION 04000 - MASONRY 16 YANKEE CANDLE WAY
SPRINKLER WORK, ENGINEERING AND HYDRAULIC CALCULATIONS FOR ALL UPGRADES AND MODIFICATIONS, INCLUDING ALL RISERS AND NO WORK UNDER THIS SECTION SOUTH DEERFIELD, MA 01373
HEADS. ALL SPRINKLER WORK SHALL
ACCOMMODATE TENANT IMPROVEMENTS PER APPROVED CONSTRUCTION DRAWINGS AND SPECIFICATIONS. DIVISION 05000 - MISCELLANEOUS METALS
I G. GENERAL CONTRACTOR SHALL COORDINATE THE RETURN OF ALL SURPLUS OF PROVIDED MATERIALS, PER TENANT REP. INSTRUCTIONS. STUDS FRAMING & MISCELLANEOUS BRACING GC GC SEE PLANS STORE# 435
17. ABSOLUTELY NO ASBESTOS OR ASBESTOS CONTAINING MATERIALS (ACM) SHALL BE USED IN THE CONSTRUCTION OF THI5 PROJECT. SOFFIT STUDS FRAMING GC GC
g CONTRACTOR SHALL NOTIFY ARCHITECT OF MATERIALS SUSPECTED TO BE A.C.M. MOLDINGS, EXPANSION JOINTS & TRANSITION STRIPS GC GC
18. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND INVENTORY A. SUPPLIED CONSTRUCTION ITEMS. CONTRACTOR SHALL BE DEMISING WALL STUDS •
RESPONSIBLE FOR THE PROVISION AND PROTECTION OF ALL MATERIALS AND FIXTURES ON THE JOB SITE. CONTRACTOR SHALL ACCOUNT
FOR ALL MATERIALS SHIPPED TO JOB SITE. IF ANY MATERIALS ARRIVE ON JOB SITE DAMAGED CONTRACTOR SHALL NOTE ON BILL OF LADING DIVISION 06000 - WOOD AND PLASTICS
AND NOTIFY CARRIER OFFICE THAT THEY NEED TO INSPECT DAMAGE. FAILURE TO DO SO SHALL HOLD GENERAL CONTRACTOR RESPONSIBLE. BLOCKING GC GC NON-COMBUSTIBLE
19. GENERAL CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT 4 ANY LOCAL ACCESSIBILITY ROUGH CARPENTRY, FIRE RETARDANT LUMBER & PLYWOOD GC GC
CODES. WHEN IN CONFLICT, THE MORE STRINGENT OF THE TWO STANDARDS SHALL GOVERN. ALL ITEMS TO BE INCLUDED IN BID PRICE. CROWN MOLDING & TRIM T GC
20. INSTALL ALL WORK WITH APPROVED FASTENERS, AS REQUIRED TO HOLD WORK SECURE, LEVEL, PLUMB AND TRUE TO LINE. FASTENERS TO BE
SET BELOW THE FINISHED SURFACES, FILL HOLES WITH WOOD PUTTY OR OTHER APPROVED MATERIAL, SAND FLUSH WITH THE SURFACE 50 DIVISION 07000 - THERMAL & MOISTURE PROTECTION
AS TO BE UNDETECTABLE IN THE FINISH. BLIND NAIL WHENEVER POSSIBLE. ROUND ALL EXPOSED EDGES OF ASSEMBLIES TO 1/8" RADIUS. ROOF PENETRATION WORK AS REQUIRED - NOT APPLICABLE -
2 1 . WOOD PRODUCTS AND FINISHES SHALL MEET FLAME SPREAD AND SMOKE GENERATION REGULATIONS. FLOOR WATER PROOF MEMBRANE - NOT APPLICABLE - w
g 22. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED IN THE FIELD. INSULATION DEMISING WALLS - NOT APPLICABLE -
AV
23. ALL NOTES, DIMENSIONS AND FINISHES ARE SUBJECT TO APPROVAL OF TENANT REPRESENTATIVE. INSULATION EXTERIOR WALLS - NOT APPLICABLE -
24. THESE DRAWINGS ARE NOT TO BE ALTERED IN ANY WAY WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.THESE CONSTRUCTION Q
DOCUMENTS ARE NOT TO BE SCALED. SHOULD IT BE DETERMINED A DIMENSION IS NOT SPECIFICALLY PROVIDED, CONTACT THE ARCHITECT.
25. GENERAL CONTRACTOR IS REQUIRED TO VISIT THE 51TE PRIOR TO CONSTRUCTION AND NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY OF DIVISION 08000 - DOORS & WINDOWS
ANY CONDITIONS WHICH MAY CONFLICT WITH THE PROPOSED DESIGN. INTERIOR DOORS, FRAMES, HARDWARE GC GC O
2G. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO FIND OUT IF THE PROJECT 15 UNION OR NON-UNION. THE BID SUBMITTED WILL BE PRE FINISHED DOOR, FRAME, & HARDWARE T GC () O
FINAL AND WILL NOT BE ADJUSTED. SALES FLOOR MIRRORS - NOT APPLICABLE -
27. CONTRACTOR SHALL PROVIDE ALL FLOOR LEVELING, PATCHING, AND REMEDIAL REPAIRS AS REASONABLY REQUIRED BY THE SCOPE OF PRE-FINISHED WOOD STOREFRONT SYSTEM T GC u z
WORK. "REPAIRS" INCLUDE, BUT ARE NOT LIMITED TO, WORK REQUIRED TO PROVIDE A SMOOTH AND EVEN TRANSITION BETWEEN NEW AND STOREFRONT GLAZING - NOT APPLICABLE - 0
EXISTING SPACES, AND TO PREPARE EXISTING SURFACES FOR NEW FINISHES. MANUAL SLIDING GRILLE GC GC O cr
28. PROVIDE AND/ OR MAINTAIN FIRE RATED ASSEMBLIES WHERE SHOWN, OR REQUIRED. STOREFRONT DOORS & HARDWARE - NOT APPLICABLE- Q
29. GENERAL CONTRACTOR SHALL VERIFY WITH LANDLORD REQUIREMENTS TO TIE INTO MALL/BUILDING FIRE ALARM SYSTEM (SMOKE EVACUATION STOREFRONT ALL-GLASS DOOR HARDWARE - NOT APPLICABLE -
SYSTEM IF REQUIRED) AND DETERMINE WHO 15 TO FURNISH ALL REQUIRED EQUIPMENT. ALL CONTRACTOR C05T5 ARE TO BE COVERED IN REAR SERVICE DOOR GC GC • z
BID. REAR SERVICE DOOR 'DETEX SYSTEM GC GC
30. GENERAL CONTRACTOR 15 RESPONSIBLE TO PROVIDE AND INSTALL ANY AND ALL ACCESS PANELS AS REQUIRED. STOREFRONT WINDOW FILM NOT APPLICABLE -
3 1 . PROVIDE ALL NECESSARY SHIMS AND FILLERS. CONCEAL ALL FASTENERS UNLESS OTHERWISE NOTED. DIVISION 09000 - FINISHES n
32. ALL EXISTING STRUCTURAL AND BUILDING FIRE PROTECTION SHALL BE PROTECTED. ALL STRUCTURAL ITEMS NOT SHOWN ARE TO REMAIN. GYPSUM BOARD CEILING GC GC vJ
33. ALL EXISTING MALL/BUILDING UTILITIES SHALL BE PROTECTED. REPAIR AND/OR REPLACEMENT OF ALL ACTIVE UTILITIES DAMAGED DURING GYPSUM BOARD DEMISING WALL GC GC • PATCH AND REPAIR AS REQUIRED TO MAINTAIN REQUIRED FIRE RATING. PREP FOR NEW FINISHES. Q
DEMOLITION, OR CONSTRUCTION WILL BE AT THE GENERAL CONTRACTORS EXPENSE. SURVEY THE PROJECT PRIOR TO DEMOLITION. REPORT
EXISTING DAMAGE TO TENANT AND LANDLORD PRIOR TO STARTING THE WORK. GYPSUM BOARD PARTITIONS GC GC
34. GENERAL CONTRACTOR TO VERIFY* COORDINATE EXTENT OF SLAB CUT AND TRENCHING FOR NEW PLUMBING AND ELECTRICAL WITH NEW GYPSUM BOARD COLUMN ENCLOSURES GC GC •
6 PROJECT REQUIREMENTS. SAW CUT AND/OR CORE AND REMOVE CONCRETE SLAB AS REQUIRED FOR INSTALLATION OF ELECTRIC AND GYPSUM BOARD SOFFITS AND BULKHEADS GC GC
PLUMBING. COMPACT SUB-GRADE AND FILL FLUSH TO EXISTING SURFACE. PROVIDE SMOOTH, LEVEL, STEEL TROWELED SURFACE TO CEILING GRID AND TILE GC GC
RECEIVE NEW FINISHES - COORDINATE WITH LANDLORD FOR SLAB CORING/ ACCESS TO TENANT SPACE BELOW. PAINTING, FINISHING GC GC
35. GENERAL CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITIES WITHIN 8" OF NEW CEILING ELEVATION, AND COORDINATE ALL REQUIRED REDUCER STRIPS GC GC
MODIFICATIONS TO THE EXISTING OR NEW MECHANICAL OR ELECTRICAL SYSTEM TO AVOID CONFLICT WITH THE NEW TENANT VINYL TILE GC GC
REQUIREMENTS. FLOORING: VINYL WOOD PLANKS GC GC
3G. INSTALL FIRE RATED BLOCKING/PLYWOOD IN AREAS REQUIRING SHELVING, HANG RODS AND MULTIPLE CLOTHING HOOKS. ALL CERAMIC TILE GC GC
PLYWOOD/WOOD BLOCKING TO BE FIRE RESISTANT TREATED WOOD. CERAMIC TILE GROUT GC GC
37. GENERAL CONTRACTOR TO REMOVE/ DISPOSE OF ALL BOXES/ CRATES/TRASH OF TENANT SUPPLIED AND INSTALLED ITEMS, INCLUDING VINYL BASE GC GC YCC VENDOR OPTIONAL- SEE VENDOR LIST FOR CONTACT INFORMATION
DISPLAY FIXTURES/ HARDWARE. WOOD BASE T GC YCC VENDOR - SEE VENDOR LIST FOR CONTACT INFORMATION
38. PROVIDE (WEEKLY FOR NEW STORES) (TWICE A WEEK FOR RENOVATIONS) DIGITAL PHOTOS - OF INTERIOR, EXTERIOR AND ROOF. TOILET ROOM FRP • �A
39. WITHIN THREE DAYS OF CONSTRUCTION START - PROVIDE THE FOLLOWING TO STORE PROJECT COORDINATOR, PROJECT MANAGER, A FLOORING ADHESIVE GC GC
5 REQUEST FOR DATES ON SITE OF YANKEE CANDLE SUPPLIED ITEMS: - LIGHT FIXTURES, FLOORING,' WOOD FIXTURES (1 4 DAYS PRIOR TO SEALED CONCRETE - NOT APPLICABLE - ?,�
FINAL INSPECTION) �ti` �
40. WITHIN 5 DAYS PROVIDE NAMES AND PHONE NUMBERS OF UTILITY COMPANIES AND METER NUMBERS FOR GAS AND ELECTRIC TO STORE
PROJECT MANAGER. DIVISION 10000 - SPECIALTIES JIMMY L. PO ERS n
INTERIOR STOREFRONT SIGNAGE T GC
4 1 . THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION BETWEEN SUB-CONTRACTORS, SUPPLIERS, AND VENDORS BASED ON 568 --3
THE ENTIRE SET OF THESE DOCUMENTS. NO ADDITIONAL COMPENSATION WILL BE DUE TO A CONTRACTOR FOR ANY 155UE5 AS A RESULT AWNING - NOT APPLICABLE - S
BLADE SIGN T GC UNIVERSAL TY TEXAS
OF ANY USE OF AN INCOMPLETE SET OF CONSTRUCTION DOCUMENTS. IN CASE OF INCONSISTENCIES, OR DISCREPANCIES, BETWEEN WINDOW VINYL SIGNAGE - NOT APPLICABLE -
CONTRACT DOCUMENTS, DRAWINGS, SPECIFICATIONS, CONTRACTS, ETC., THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY. THE ELECTRICAL PANEL FLOOR GRAPHIC T GC
CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY, IN WRITING, OF SUCH DISCREPANCIES.THE GENEL CONTDRAWINGS ON 51TE DURING ACCESS PANELS GC GC
42• CONSTRUCT ON. THEE CONRTRACTOR SHALL
INDICATE FOR ION THESE E DRAW NGS ALLA CURRENTTAOPPROV DTC CHANGES O THEWORK. TH15 SET OF DRAWINGS TOILET ACCESSORIES GC GC • ���0F 0g��AA
a SHALL BE PLACED IN PLAN TUBE WHEN THE PROJECT 15 COMPLETE. TOILET ROOM MIRRORS, GRAB BARS GC GC •
43. IF ANY ERRORS, DISCREPANCIES OR CM15510N5 APPEAR ON THESE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE ACCESSIBILITY SIGNAGE GC GC DRAWING DATE:
CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING. FIRE EXTINGUISHERS GC GCTENANT ADDRESS SIGNAGE GC GC DECEMBER 21 , 2015
44. THE GENERAL CONTRACTOR SHALL ATTACH ALL SUPPORT WIRES, THREADED RODS, BRACING, ETC. TO TOP CHORD OF MALL STRUCTURAL REV. ISSUE/DESCRIPTION ; DATE
FRAMING. BOTTOM CHORD ATTACHMENT 15 PROHIBITED.
45. WEEKLY COMMUNICATION TO YANKEE CANDLE: DIVISION 11000 - EQUIPMENT YCC REVIEW 11/20/2015
- - ;---- -------
-
YANKEE CANDLE CORPORATE HAS A WEEKLY CONFERENCE CALL TO REVIEW ALL PROJECTS UNDER CONSTRUCTION AND PLANNED EVERY NO WORK UNDER THIS SECTION LL REVIEW 11/25/2015
FRIDAY AT I CAM EST. EACH JOB SUPERINTENDENT 15 TO E MAIL JOB PHOTOS TO THE CPM EVERY THURSDAY NO LATER THAN 5PM EST. THE DIVISION 12000 - FURNISHINGS IBLDG DEPT PLAN REVIEW; 12/21/2015
PHOTOS NEED BE COMPREHENSIVE SHOWING ALL AREAS OF THE STORE BOTH FLOOR AND CEILING (SEE PHOTO CHECKLIST IN CASHWRAP T GC POWER SUPPLY TELEPHONE STUB-UP ETC. BY G.C. 1 ------------------------------------------------------------------
5UPERINTENDENT HANDBOOK, AL50 INCLUDE WEEKLY CHECKLIST FILLED OUT). THE PURPOSE OF THESE PHOTOS 15 TO ASCERTAIN THE FURNITURE FIXTURES MILLWORK WALL CASES T GC FIXTURES SUPPLIED BY FIXTURE MANUFACTURER AS NOTED PER PLANS _
3 COMPLIANCE TO THE CONSTRUCTION SCHEDULE AS WELL AS ALLOW THE CPM TO REVIEW WORK IN PLACE FOR ACCURACY ETC. GRAPHIC FRAMES AT BACKWRAP - NOT APPLICABLE -
MISCELLANEOUS STORE EQUIPMENT T GC ------- ----------------------------------------
4G. LOD (LEASE OUTLINE DRAWING): SHELVING UNITS FN-37.2, FN-56 AND FN-YCC T GC
WITHIN THE FIRST TWO DAYS ON SITE, THE GC 15 TO VERIFY ALL DIMENSIONS AS OUTLINED ON THE LOD DRAWING. THE GC 15 TO SCAN AND SECURITY SHELF UNIT FN-29 T GC ------------------------------------------------------- ------
E MAIL TO THE CPM AND ARCHITECT IMMEDIATELY. MANAGERS DESK FN-30 T GC
SURFACE MOUNTED STANDARDS AND SHELVES GC GC RESTROOM DRAWN BY: REVIEWED BY:
47. THE GENERAL CONTRACTOR 15 TO HAVE THE AIR BALANCE SUB CONTRACTOR ON 51TE TO PERFORM THE AIR BALANCE EITHER THE DAY FIXED CLOSET SHELVES I - NOT APPLICABLE - BPS BVW
BEFORE OR THE DAY OF THE PUNCH DATE WHEN THE YANKEE CANDLE PROJECT MANAGER WILL BE ON SITE. THE GENERAL CONTRACTOR WILL SAFE T GC PROJECT
ASSURE THE AIR BALANCE SUBCONTRACTOR WILL LEAVE A HAND WRITTEN COPY OF THEIR AIR BALANCE THE DAY THE SUB CONTRACTOR COAT HOOKS GC GC 16.402
PERFORMS THE AIR BALANCE ALONG WITH A REVIEW OF THEIR FINDINGS TO ASSURE COMPLIANCE. IF THERE I5 AN I55UE THE GENERAL MARKETING GRID T GC
CONTRACTOR WILL ASSURE THE AIR BALANCE SUBCONTRACTOR WILL REMAIN ON 51TE UNTIL THE SYSTEM 15 IN COMPLIANCE. TABLES T GC SHEET TITLE
2 48, 51TE SUPERINTENDENT SHALL BE ON 51TE AT ALL TIMES WHILE TRADES ARE ON SITE. BEADBOARD MILLWORK T GC
49. A "BOUND" SET OF DRAWINGS SHALL BE KEPT ON SITE AT ALL TIMES. SLATWALL T GC RESPONSIBILITY
FROLIGHT
STANDIING WATER COOLER T GC
EE _ NOT APPLICABLE - SCHEDULE AND
GENERAL NOTES
SHEET
FOR ELECTRICAL, FIRE PROTECTION, MECHANICAL AND PLUMBING RESPONSIBILITY, REFER TO DISCIPLINE SPECIFIC SHEETS. Gm002
A B C D E F G H J K L M N P Q
2015 STARTER SET, VERSION 002, 2014-10-22 (003)
A B C D E F G H J K L M N P Q
FIRE NOTES: PLUMBING FIXTURE COUNT TENANT SPACE DATA APPLICABLE CODES
ILLUMINATED EXIT SIGNS SHALL BE PROVIDED THROUGHOUT THE BUILDING. ALL EXIT SIGNS
TABIE 2902.1 OCCUPANCY CLASSIFICATION M-MERCANTILE SECTION 302 TENANT SPACE USE AND OCCUPANCY GROUP------------------------------------------------ MERCANTILE (M) BUILDING 2014 OREGON STRUCTURAL SPECIALTY CODE
co
• TENANT IMPROVEMENT AREA -----• 1,404 SF MECHANICAL 2014 OREGON MECHANICAL SPECIALTY CODE Q
12 SHALL HAVE BATTERY BACKUP. TOTAL OCCUPANT LOAD 39 ELECTRICAL 2014 OREGON ELECTRICAL SPECIALTY CODE N
THIS BUILDING SHALL BE PROVIDED WITH APPROVED BATTERY POWERED EMERGENCY LIGHTING TABLE 803.9 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY M-MERCANTILE PLUMBING 2014 OREGON PLUMBING SPECIALTY CODE 0000
TO ILLUMINATE ALL REQUIRED MEANS OF EGRESS. EXIT PASSAGEWAYS AND EXIT ENCLOSURES B Y
CLASSIFICATIONWATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS CORRIDORS C FIRE/LIFE SAFETY 2014 OREGON FIRE CODE I— U
DOORS SHALL BE ARRANGED TO BE OPENED READILY FROM THE EGRESS SIDE WHENEVER THE un ENERGY 2014 OREGON ENERGY EFFICIENCY SECIALTY CODE Q:� W P
REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED REQUIRED PROVIDED ROOMS AND ENCLOSED SPACES C
BUILDING IS OCCUPIED. LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE OF A KEY, A TOOL, ACCESSIBILITY 2003 ICC/ANSI A117.1 LLj
OR SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION FROM THE EGRESS SIDE. 1 PER 500 1 PER 750 O
SECTION 903 AUTOMATIC SPRINKLER SYSTEM --------------------------------------------------------------------------- YES 0 �— U O
MERCANTILE * 1 * 1 0 0 0 0 0 = Z
EMERGENCY LIGHTING UNITS ARE TO BE WIRED INTO THE NORMAL LIGHTING CIRCUIT AND 1 1 SECTION 907.2 FIRE ALARM AND DETECTION SYSTEM YES UO
ARRANGED AS TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY IN THE EVENT OF GENERAL EXISTING BUILDING DATA o z
ANY INTERRUPTION OF NORMAL LIGHTING SUCH AS ANY FAILURE OF PUBLIC UTILITY OR * REQUIREMENTS FOR ACCESSIBLE EMPLOYEE AND PUBLIC RESTROOM FACILITIES IS BEING SATISFIED BY LL RESTROOM FACILITIES SECTION 907.5 OCCUPANT NOTIFICATION SYSTEM YES Q N Q
OUTSIDE ELECTRICAL POWER SUPPLY, OPENING OF A CIRCUIT BREAKER OR FUSE, OR ANY LOCATED WITHIN 300 FEET OF LEASE SPACE. SECTION 302 BUILDING USE AND OCCUPANCY GROUP
MANUAL ACTS INCLUDING ACCIDENTAL OPENING OF SWITCH CONTROLLING NORMAL LIGHTING OCCUPANCY LOAD CALCULATION BY SPACE USE EXISTING USE M-MERCANTILE <
FACILITIES. SECTION 1004 M-MERCANTILE (SALES AREA) ---------------------------------------------------------------------------------------------------------------- 1,102 S.F. SECTION 508.3.3 SEPARATED OCCUPANCIES ------------------------------------------------------------------------------------ EXISTING 1 HR TENANT SEPARATION TO REMAIN
EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM THE M-MERCANTILE (STOCKROOM, RESTROOM) ---------------------------------------------------------------------------------------- 302 S.F.
SECTION 602 CONSTRUCTION CLASSIFICATION 2B
INSIDE OF THE CLOSETS.
EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT OPENING OF THE LOCKED DOOR SECTION 903 AUTOMATIC SPRINKLER SYSTEM -------------------------------------------------------------------------- YES, FULLY SPRINKLERED
FROM THE OUTSIDE IN A EMERGENCY. THE OPENING DEVICE SHALL BE READILY ACCESSIBLE TO TOTAL LEASE SQUARE FOOTAGE ------------------------------------------------------------------------------------------------------------ 1,404 S.F. SECTION 907.2 FIRE ALARM AND DETECTION SYSTEM ----- -------------------------- DEVICES NOT REQUIRED WITHIN LEASE SPACE
ANYONE OUTSIDE THE DOOR.
10 THE ELEVATION OF THE FLOOR SURFACES ON BOTH SIDES OF A DOOR SHALL NOT VARY BY TOTAL BUILDING OCCUPANTS YM Ke
MORE THAN 1/2". THE ELEVATION SHALL BE MAINTAINED ON BOTH SIDES OF THE DOORWAY M-MERCANTILE(SALES AREA) 1,102 S.F. /30 GSF PER OCCUPANT = 37 OCCUPANTS SECTION 907.5 OCCUPANT NOTIFICATION SYSTEM ----- ----------- TIE-IN OF DUCT SMOKE DETECTOR ONLY
' M-MERCANTILE (STOCKROOM, RESTROOM) 302 S.F. /300 GSF PER OCCUPANT = 2 OCCUPANTS
FOR A DISTANCE NOT LESS THAN THE WIDTH OF THE WIDEST LEAF, THRESHOLDS AT BUILDING FIRE RESISTANCE RATINGS CMDLtv
DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLDS AND FLOOR LEVEL TOTAL OCCUPANT LOAD = 39 OCCUPANTS
YANKEE CANDLE CO.
CHANGES IN EXCESS OF 1/4" SHALL BE BEVELED WITH A SLOPE OF NOT STEEPER THAN 1 IN 2. TABLE601 FIRE RESISTANT RATING REQUIREMENTS FOR BLDG ELEMENTS REQ'D PROVIDED U.L. ASSY. 16 YANKEE CANDLE WAY
A LATCH OR OTHER FASTENING DEVICE ON A DOOR SHALL BE PROVIDED WITH A RELEASING EGRESS STRUCTURAL FRAME --------------------------------------------------------------------------------- 0 HR 0 HR - SOUTH DEERFIELD, MA 01373
DEVICE HAVING AN OBVIOUS METHOD OF OPERATION AND THAT IS READILY OPERATED UNDER SECTION 402.4.2 NUMBER OF MEANS OF EGRESS 1* REQUIRED / 2 PROVIDED
BEARING WALLS
ALL LIGHTING CONDITIONS. THE RELEASING MECHANISM FOR ANY LATCH SHALL BE NOT LESS * 1 EXIT PERMITTED WITH 75 FT MAX TRAVEL DISTANCE FOR OCCUPANTS OTHER THAN EMPLOYEES AND OCC LOAD <50 INTERIOR --------------------------------------------------------------------------------------------- 0 HR 0 HR - STORE# 435
9 THAN 34", AND NOT MORE THAN 48" ABOVE FINISH FLOOR. DOORS SHALL BE OPERABLE WITH NON-BEARING WALLS AND PARTITIONS
SECTION 402.4.4 DISTANCE TO EXITS ---------------------------------------------------------------------------------------------------------------------------------------- 200' MAX INTERIOR --------------------------------------------------------------------------------------------- 0 HR 0 HR -
NOT MORE THAN ONE RELEASING OPERATION. FLOOR CONSTRUCTION
EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRE STOPPED AT EACH FLOOR SECTION 1005.1 EGRESS WIDTH PER OCCUPANT SERVED WITH SPRINKLER SYSTEM 36" MINIMUM (1020.2)
LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS.
OTHER 0.20 INCLUDING SUPPORTING BEAMS AND JOISTS--------------------- 0 HR 0 HR -
Q)-
PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED, INSPECTED, AND MAINTAINED IN 39 OCC x 0.20"/OCC 7.8" MIN. (10'-1" PROVIDED)
ACCORDANCE WITH N FP A 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS SECTION 1017.2 AISLE WIDTH IN GROUP M ----------------------------------------------------------------------------------------------------------------------------- 36" MIN
8 SPRINKLER REQUIREMENTS: w
EXISTING SPACE SHALL BE MODIFIED TO REMAIN FULLY SPRINKLERED IN COMPLIANCE WITH
THE LOCAL FIRE CODE (REFERENCE 2006 INTERNATIONAL FIRE CODE) CHAPTER 903.2.6 AND
N.F.P.A. 13 CRITERIA. 0 Ir
U) 0
MODIFICATIONS TO THE SPRINKLER SYSTEM SHALL BE MADE UNDER SEPARATE PERMIT z
APPLIED FOR UNDER SEPARATE COVER. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE 0
FOR SUBMITTING SPRINKLER SYSTEM DRAWINGS TO JURISDICTION FOR APPROVAL. 42 43 44 I- Q
7 0 V
z
I I I
CODE INFORMATION & LIFE SAFETY PLAN LEGEND _
EXIT DOOR Q
STAIR (.3) /DOOR (.2) FIRE RESISTANT RATING LEGEND
MALL CORRIDOR 39
DOOR EXPECTED LOAD IO'-I"
EXPT 5
- - - 1/2 HR. WALL
I I I
AW
3G11
6 MAX
MAX. LOAD 1 HR. WALL _
EXIT WIDTH PROVIDED 3'-0"
EGRESS LOADS
2 HR. WALL
. .
MARKER
3 HR. WALL
ADJACENT TENANT: MERCANTILE
---- -----r - - ----- ----- --- -
U
USE GROUP �.• ---------- ------ ---; I; f �
DESIGN COMMON PATH
PROPOSED FIRE EXTINGUISHER SHALL BE
DESIGN TRAVEL DISTANCE STOCKROOM '
5TOTAL OCCUPANCY RATED 2A-I OBC. GC TO CONFIRM THAT :'` ,:'�;''J '� /PE
FLOOR OCCUPANCY ------ SECOND MEANS OF EGRESS PATHTYPE AND LOCATION ARE VERIFIED AND `f3-O/ `BY USE GROUP ACCEPTABLE PER LOCAL FIRE DEPT. ` 'REQUIREMENTS PRIOR TO INSTALLATION. ; : ; ;! � JI,N WtY L �MOUNT HANGING BRACKET AT 40" A.F.F. 3_p 5(ACCEPTABLE MOUNTING HEIGHT RANGE IU��iVCRSA
FOR TOP OF EXTINGUISHER IS 48" A.F.F. PL
{MAX. ; I; ' -- ...............;•.� ___ __
V
MALL CORRIDOR
o 11
� D •,. iVOi�.;€M,'L' 7'
------ ----- A
� o � `• •. •� ; ;, :: :• DRAWING DATE:
: } DECEMBER 21 , 2015
' H REV.I� ISSUE/DESCRIPTION ; DATE
FD - - � , - - - - - - - - - ...
- - - -
`' , ' ,Y F YCC REVIEW 11/20/2015
/ !---- ------ ----------- ---------------------------------------- ------------------
LL REVIEW 11/25/2015
i.; ---- {------------------------------------------------------------------------
EXISTING FIRE RATED � / I �BLDG DEPT PIAN REVIEW; 12/21/2015
--------------------------------------------------------------------------
SEPARATION WALL
/ --------------------------------------------------------
J 3`• i i
/ / I { ---------------------------
// / ----------------------------
----------------------------------------------------------
/
o z M 37 DRAWN BY: REVIEWED BY:
____ _
/ rn SALES BPS BVW
PROJECT t
SERVICE CORRIDOR o 1 3 16.402
_d
33>1 SHEET TITLE
2
EM CODE AND LIFE
SAFETY PLAN
EXISTING FIRE RATED
ADJACENT TENANT: MERCANTILE SEPARATION WALL
SHEET
E1
CODE AND LIFE SAFETY PLAN
SCALE: 1/4"=1'-0" G �003
A B C D E F G H J K L M N P Q
2015 STARTER SET, VERSION 002, 2014-10-22 (004 D)
A B C D E F G H J K L M N P Q
DIVISION 05000 - METALS B.GYPSUM DRYWALL; ALL GYPSUM BOARD TO BE 5/8"TYPE"X"AS NOTED ON NEW CONSTRUCTION PLAN.
Vinyl-Over Vinyl aztd bprdei'aElliesives E s?Tita.zil syiitlletit Olyiilers atld.,irY REST ROOMS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD.
p C.FASTENERS:DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS.
specifically formulated to bE)nd to vinyl,In addition Ep the synthetic polymers, 05 1 20 STRUCTURAL STEEL 06424 LAMINATES D.PROVIDE MATERIALS,JOINT COMPOUNDS,TRIM,EDGES,BEADS,ETC.FROM A SINGLE SOURCE SUPPLIER.
PART I -GENERAL ALL TRIM SHALL CONSIST OF A TAPERED,GROOVED,AND PREPUNCHED FIN FOR SCREW ATTACHMENT AND
TL'PE@ these adhesives may Contain sonic starch and other'Ingredients to alssi t in their A.PROVIDE ALL LABOR,MATERIAL AND EQUIPMENT NECESSARY FOR COMPLETE INSTALLATION OF STEEL PART I -GENERAL TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS. ALL OUTSIDE
WAt1Ei�v... application,These adhesives refluire,extra attention during applici3tion because FRAMING AND SUPPORT MEMBERS,ANGLES,PLATES,ANCHOR BOLTS REQUIRED FOR THE CONNECTION. CORNEP.5 ARE TO HAVE METAL SCREED,CA51NG BEADS OR CORNER BEADS AS REQUIRED. ALL EXPOSED Q t.o
�� _ _ __.,_,___....,..,._,•_,_......_.,. IEC'ill V li 'r. rill'Ticlid. Vlil'1->'cr-VlFt 'l'i{h'S V '' SETTING AND BEARING OF COMPLETE STRUCTURE AS SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN. A.INSTALL HIGH PRESSURE LAMINATES AS SPECIFIED IN FINISH SCHEDULE AND AS DETAILED IN DRAWINGS. EDGE5,BEADS AND TRIM TO BE PRE-FINISH ALUMINUM. �
12 V E e„ dry,t es e lac a y o y < c,i.es are specifically B.SEE STRUCTURAL DOCUMENTS FOR ADDITIONAL SPECIFICATIONS/STANDARDS. E.JOINT TREATMENT: U.S.GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND PERFORATED TAPE. � N
deigned to haflg newit walicoverings tet existing walleoverinl s or'borders t0 C.THE STRUCTURE I5 DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE PROJECT IS FULLY PART 2-PREPARATION/EXECUTION 1.ERECT GWB IN A SINGLE LAYER IN THE MOST ECONOMICAL DIRECTION WITH ENDS AND EDGES OCCURRING 00
rF'allcoverin+T5 COMPLETED. IT I5 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND OVER FIRM BEARING.
'3Yfg it Piigjl dura iiitY;€ped,Ski•,C�:€;'�34'-408A � ' SEQUENCE AND TO INSURE STABILITY OF THE BUILDING AND ITS COMPONENT PARTS AND ADEQUACY OF A.FOLLOW MANUFACTURERS GUIDEUNE5 AND RECOMMENDATIONS FOR ADHESIVE AND SUBSTRATE 2.WALLS,CEILINGS AND SOFFITS,AND ALL TRANSITIONS IN SAME,SHALL BE GIVEN A SMOOTH FINISH. //� y
TEMPORARY SUPPORT DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER TEMPORARY PP.EPARATION. 3.CORNER BEADS SHALL BE APPLIED TO ALL EXTERNAL ANGLES IN STRICT ACCORDANCE WITH THE C / � (�
BRACING,GUY OR TIE DOWNS MIGHT BE NECESSARY. SUCH MATERIAL I5 NOT SHOWN ON DRAWINGS. IF B,SEE MILLWORK SECTION FOR TYPICAL NOTES AND REFERENCES. / X
WEIGHT 20(a7111 tr20 gelfit; SI eclal Consider atlons for Hi h-End car , ecialty Cots mercial APPLIED,THEY SHALL BE REMOVED AS CONDITIONS PERMIT AND SHALL REMAIN CONTRACTOR'S MANUFACTURERS DIRECTIONS. INSTALL CASING BEADS AT ALL EDGES OF DRYWALL WORK EXCEPT n/ `.J � P
PROPERTI. END OF DIVISION WHERE TERMINATION I5 COVERED BY OTHER FINISH. CASING BEADS SHALL BE MITERED AT CORNERS AND LJ-
VYivm;;4°fl 7 t:EEil V dllcovering Applications D.PROVIDE OPENINGS AND SPECIAL FRAMING REQUIRED BY OTHER TRADES. MECHANICAL FRAMING INSTALLED NEATLY,FINISHED WITH COMPOUND. W W J
4.JOINTS BETWEEN BOARDS SHALL BE REINFORCED WITH TAPE EXCEPT WHERE CONTROL JOINTS ARE
LOADS,OPENINGS,AND STRUCTURE RELATED TO MECHANICAL REQUIREMENTS ARE 5HONM FOR BIDDING DIVISION 07000 - TF1 ERMAL AND MOISTURE PROTECTION REQUIRED. TAPE FIELD JOINTS,INTERIOR CORNER JOINTS AND WALL TO CEILING JOINTS. FILL JOINTS � ~ O O
BACKlNt, N(tt3•'e l7E3n PURPOSES ONLY. CONTRACTOR SHALL OBTAIN WRITTEN SIGN-OFF FROM MECHANICAL AND OTHER
�I extiles- TRADES FOR SPECIFIC REQUIREMENTS BEFORE PROCEEDING WITH SUCH WORK.ARCHITECTS OR 07200 INSULATION AND WATERPROOFING WITH JOINT FILLING COMPOUND AND EMBED TAPE THEREIN. COVER TAPE WITH BEDDING COMPOUND AND O = Z
FATTERNmATCH €reverse han ,6`i`:55;:10 Yerekal rt;?i,33t:; ENGINEER'S APPROVAL OF ERECTION AND SHOP DRAWINGS SHALL NOT RELIEVE CONTRACTOR FROM TAPER TO FEATHER EDGES. FILL SCREW HEAD DEPRESSIONS WITH JOINT FILLING COMPOUND AND Ln O
t ' FEATHER THE EDGES. ALLOW TO DRY.
.,tui-o t acxo.sc.,catch _ l .� .\ THIS P.ESPONSIBILITY. PART -GENERAL 5.COVER TAPED AND FILLED JOINTS AND FILLED SCREW HEAD DEPRESSIONS WITH TOPPING COMPOUND ��/
:: _ atural fiber Ex for vairiati n,clubs and knot_ are an intricate part of each textile E.VERIFY THE EXACT SIZE AND LOCATION OF ALL OPENINGS PRIOR TO FABRICATION OF STEEL FRAMING APPLIED IN THREE COATS. PERMITTING THE PREVIOUS COAT TO DRY PRIOR TO INSTALLING THE LL O Z
:? \\�\
FIR3 TEST A8 t�F.g+t TLiE3 Set TESL;E i 35E>iA,fl it tf ' Ff 3d :������....... dCSi. n 21nC1 add tU the beatity nein texture of each attt`m.They're there for a MEMBERS. A.FOR INSULATION REQUIRED AT DUCTWORK,PLUMBING LINES,ETC.SEE MECHANICAL/ELECTRICAL SUBSEQUENT COAT.
s ...:,;.:.....::"' b 1 � Q N Q
c; ct >??-R-6-::: F.SHOP DRAWINGS: SUBMIT SHOP DRAWINGS TO ARCHITECT INDICATING SHOP AND ERECTION DETAILS, SPECIFICATIONS AND DRAWINGS.
±J;,%roke de,ekaped 2C,tL ,la'raL.edure IS GV T a£<aGle IU 6.SAND JOINT AND SCREW HEAD AREAS LIGHTLY BETWEEN COATS AND AFTER THE FINAL COAT 50 THAT A
..,.: -:i>:E t'Ei35Un. INCLUDING CUTS,CONNECTIONS, HOLES,THREADED FPSTENERS AND WELDS. B.BATT INSULATION
:c; 723 ^5r. ,k ;:.;:.;:.,:.:.,:.,:..... SMOOTH LEVEL SURFACE IS PRODUCED WITH THE PAPER SURFACE OF THE WALLBOARD FREE OF
>�• �+t p S "M N TYPE IN LATION AT TOR WALLS OR AS SOUND
n#ir..,t#.IL. t`if LJJ�?'EG V tr•J`�1 "-"+'K��`'.:���� ::;:i:::::iii:i:: .... TC1tIleS 3E't:S?clli:.C3IlV-dCSi. Hell tp 1)E-I31St311eit rlpil^rc^Vt;E�C(#. G.WELDING PROCEDURES,WELDERS,WELDING OPERATIONS AND TALKERS SHALL BE QUALIFIED IN I.FURNISH AND INSTALL 3 I/2 I .BATT SU EXTER SCUFFING. z
.a>< , ACCORDANCE WITH AWS-D 1.I-"STRUCTURAL WELDING CODE". ATTENUATION BLANKET WHERE SHOWN AND AS SPECIFIED ON DRAWINGS. F.PATCH AND/OR REPAIR EXISTING DRYWALL TO REMAIN TO LIKE NEW CONDITION.LEVEL ANY UNEVEN OR Q
E tt a r� 3 „arn23't3urn Test;E31eet5•'fE i3 ir3t5 fGr fE;E a Sp3L�c3C1,SE 10 ie deiioJeti aild tia511aver • l l Rl kll t;ftltL nlltat he taken Ep Keep aidlies3VeS lr(?TTL the tiiCe Uf a texiile H.FABRICATOR SHALL BE A MEMBER OF AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 2.EXTEND FROM FLOOR TIGHT TO ROOF DECK ABOVE.
J.FABRICATE STRUCTURAL STEEL IN ACCORDANCE WITH AI5C"SPECIFICATIONS FOR DESIGN,FABRICATION 3.FURNISH AND INSTALL.004 MIL.VISQUEEN VAPOR BARRIER AT EXTERIOR WALLS ON WARM SIDE OF ROUGH SPOTS AND FINISH SMOOTH. BULGES AND VISUAL DEPRESSIONS ARE NOT ACCEPTABLE. (n
walicpwaerlls,.;�ldheives pF?.the sllr#'ace ntay be di#lit:ti.lt pr iltlpnssible tri real(?�,; G.INSTALL CEMENTITIOUS BACKER BOARD AT ALL AREAS TO RECEIVE TILE OR MARBLE,OR AS SHOWN ON �
1,0W VETE:Cali€L?n,..ia Se,^bon fj'1350,.Sidi:of tl'1;�Shingte3? AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS"AND"CODE OF STANDARD PRACTICE'. STUDS. DRAWINGS.
`an :i:r :i., i"i r: • ..::-++a•: '•is :• •v: r -• . < ' :x•' w�'Ithout.stainin , tise clear adhesives that are deli Yned a s non-stainin r, N N EST OOMS BELOW
€,:,3•..L.1..r.,11.:,to..EE.) _.G2'utf3Etit:4.T tfl.•C>ti£.f.33a..if,�•,.3•ate£k3...,.IafhedtV:a.lt.tt uecFiQE��,if il:3Estt>�iiil 1tsY Vit,adt.f„gs�a � t; � I.UNLESS OTHERWISE SHOWN,FABRICATOR SHALL DESIGN/DETAIL CONNECTIONS IN CONFORMANCE C.G.C.TO SUPPLY AND INSTALL WATERPROOFING MEMBRA E OVER E TIRE FLOOR OFR R H.ACCESS PANELS:
• Remove selvage(excess tr1E1 med edge)frorl the wall and Seams closed Vvithin WITH AISC STANDARD FOR FORCES AND MOMENTS SHOWN. FINISH FLOORING AND UP WALL A MIN.4".APPLY PER MANUFACTURERS INSTRUCTIONS AND CAULK AS L. G.C.SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED BY LANDLORD AND SITE CONDITIONS
Ci3AfaTituCTEEtNY$AS6E AAATFAtSERAE#T r3Bc ydzib' tt'roijgh.rwJasnilt::U`k pI?$flour 2.WHERE FASTENING SPACINGS OR SIZES ARE NOT SHOWN,CONTRACTOR SHALL USE SPACINGS AND REQ'D.TO MATCH ADJACENT FINISHES. WATERPROOF MEMBRANE MUST BE TESTED AND APPROVED BY (COORDINATE SIZE REQUIREMENTS,NUMBER OF PANELS REQUIPED AND LOCATIONS WITH LANDLORD AND
SIZES OF BOLTS,SCREWS,WELDS,ETC.,WHICH WILL DEVELOP THE FULL STRENGTH OF THE MEMBERS THE ON-SITE LANDLORD REP. ALL MECHANICAL TRADES).
> ;t,3 i t E r•no : •ea•? hi • Dry h.an t acrylic^backed or unbar"Iced textiles. BEING FASTENED. THUS FAILURE DUE TO OVER-5TRE551NG MUST OCCUR IN THE MEMBERS BEFORE D.G.C.SHALL SLEEVE,FIRESTOP,FLASH AND CAULK ALL PENETRATIONS OF FLOORS 50 THAT ODORS OR
�9EERETYfNT3GiG AYAttA$EE This HE1:tfCi E;a3.3,f.E31i•:rCrdei.t.i.wilt,t.f.1?t3..3...311.€IE:JCESs tOr il3<ait3 iiiltii� 3 u iF3.ry,>h,E,3iy t.,iS 2.PANELS TO BE FACTORY PRIMED(WHITE)READY TO RECEIVE FINAL FINISH(PAINT)BY G.C.
iia an addehl featilre, s baste.the walls with a paint roller.I'aiste a section 4 to b„wider than the width Cif OCCURRING IN THE FASTENINGS. ACCCORD NG TO THEELANDLORD STA DARD DETAILS.PENINGS. SUCH SLEEVES SHALL BE INSTALLED PART 2-PREPARATION/EXECUTION
elle wallcovering,.tn some Cases,the adhesive should be allowed tU tack PART 2-PREPARATION/EXECUTION 07900 JOINT SEALERS/CAULKING REFER TO SECTION 03732"CONCRETE REPAIR/PREPARATION". AND TO SECTION 07200"INSULATION AND
ABBTIEfrtdAl.i`RQBE1Cd ATTLZfBt3rES
AntiE33ii,rot3iiii;IdttiiivE.=z; sufficiently in order to provide gloater adhesion and prevent adhesive bleed
A.PRE-ASSEMBLE ITEMS IN SHOP TO GREATEST POSSIBLE EXTENT TO MINIMIZE FIELD SPLICING AND WATERPROOFING"
,,ii 3T.LFE33 a:ktt 371EEft;E:£Y irfE£3 th3'ott fli. PART I -GENERAL A.GENERAL CONTRACTOR TO RECEIVE AND STORE MATERIAL.G.C.MUST OPEN BOXES A MINIMUM OF 48
10 Contiiins no hilaV 73eaals �' ASSEMBLY. DISASSEMBLE UNIT5 ONLY AS NECESSARY FOR SHIPPING AND HANDLING LIMITATIONS. A,PROVIDE AND INSTALL EXPAN51ON JOINT MATERIAL,SEALANTS AND JOINT BACKING FOR JOINTS HOURS IN ADVANCE OF INSTALLATION TO ACCLIMATE PRODUCT TO TEMPERATURE AND HUMIDITY OF AREA TO
y' CLEARLY MARK UNITS FOR RE-ASSEMBLY AND COORDINATE INSTALLATION.
N?i,s not conta3in DEHP t ia,stici2Z:m B.SHOP CONNECTIONS SHALL BE WELDED. BETWEEN D1551MILAP MATERIALS. RECEIVE INSTALLATION.
FE33s,of P�BX's(Bromkna3ted Fiairre.Retetdan's) habric•-backed vitlyl: C. FIELD CONNECTIONS:HIGH STRENGTH FASTENERS SHALL BE USED FOR BOLTED CONNECTIONS. 1.SILICONE SEALANTS(TYPE 5):ASTM C920,SINGLE COMPONENT,NON-SAGGING,NON-STAINING, B.PREPARE SUBFLOOK OR EXISTING FLOOR SYSTEM AS RECOMMENDED BY MANUFACTURER.
t4ta£kafa ttiri:Eg 33?atfyiais retx3s�s£y anti rELE5e.rQ f233 F 1.STRUCTURAL STEEL FY 36 K51 STEEL,A5TM A36. NON-BLEEDING;FOR USE AS GENERAL CAULKING. COLOR TO MATCH ADJACENT SURFACES. C.PROVIDE ADEQUATE EXPANSION SPACE AT PERIMETER,COLUMNS,AND AT ALL ALL OTHER OBSTRUCTIONS.
143ater based inks 2.STRUCTURAL STEEL TUBING:FY 46 K51 COLD-FORMED TUBING EXCEPT ROUND,A5TM A500-68, MANUFACTURER BY GE SILICONES OR EQUAL. D.INSTALL SPECIFIED BASE OR TRIM AT PERIMETER,COLUMNS,AND AT ALL OTHER OBSTRUCTIONS.
• when installing textured or nun-matched patterns,reverse hanging of alternate GRADE B. 2.JOINT BACKING:ROUND,OPEN CELL POLYETHYLENE FOAM ROD. E.NO FLOORING TO BE EXPOSED UNTIL LAST DAY OF FIXTURING AND MERCHANDISE INSTALLATION.
0STON CAPA6itr 0 C.14toni COi,)r5,tee gl?tS and as'?dtts we e9wcaiiahlt 3.STEEL PIPE:ASTM A53,GRADE B. F.GENERAL CONTRACTOR TO BROOM CLEAN FLOORING AS IT I5 INSTALLED. PROTECT FLOORING YANKEE CANDLE CO.
strlpS nlay be 3YCIu13'cCt tp ensure i(?fpr ik131(.C?rrnity.trOt31 strip Ep Strip. PART 2-PREPARATION/EXECUTION IMMEDIATELY WITH BROWN KRAFT PAPER OR OTHER PROTECTIVE FLOOR PANELS OVER ENTIRE WOOD FLOOR. 16 YANKEE CANDLE WAY
4.ANCHOR BOLT:CONFORM TO ASTM A-70 G.LAMINATE FLOORING SHALL NOT BE INSTALLED OVER SUBSTRATE WITH MOISTURE CONTENT IN EXCESS OF
WARPARTY PrAuct iS a anteed to tie`:ree of defects iii Y�orS;ltanslil alit t':3aterial for fiWe vpa?y • ripply adhesive Et?elle baick u.Sing ii.pastli?Mti nlachiilL'Ur roller• �13tark ilio adliesiVc• 5.WELDING ELECTRODES:ASTM A233,E-70 OR BETTER.
6.HIGH STRENGTH THREADED FASTENERS:A5TM A325 OR A-490. A.REMOVE L005E MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT. THE MANUFACTURER'S RECOMMENDATIONS. SOUTH DEERFIELD, MA 01373
tU eot'er the I1aiC1(Conll)letely' especially ne,ir elle t dLS',eS.FUI.CI Cat h L'•nd fprwvai'd; B.CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. H.FLOOR CLEANUP: FOLLOWING COMPLETION OF WORK BY OTHER TRADES,THE PROTECTIVE COVERING
t is- l , ,ec,, , 7.METAL STUDS:SIZE ACCORDING TO CONSTRUCTION DOCUMENTS x 20 GAUGE STEEL AT 16"O.C.
iRtkfliiCi'33SE A1SVi°+tlitY Tt33s L� t,C.i5 it,'elEded,vr G En tfUliLi?ngs dEsin c ,E?,u elect and reE33ariy 13cfirt 8i31ed tL ,LSted ti3deS tp+e'ElieF ,ilE nln+*e<t}ZL's cairefultt'SU#hev dia nod di'r oElt. C.PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION. PLACED AFTER INSTALLATION SHOULD BE REMOVED;FOLLOWED BY SWEEPING,VACUUMING AND/OR DRY
r'•t r - i' c i'� a , ,i s :• i. ^iia •t• a - . p e 1 TRACKS TO BE ANCHORED BY MEDIUM POWER ACTUATED FASTENERS Q 24"O.C.
viMl,c vesi..,EI.e anatite avid n t).3 i 'iilso r ndler,,;.low i3l,a,I? Jl abiliE3 IE:yl .,,..3.atE,,,TIs ajld not b3i3t siaile s9Yt?'E „ „ „ _„ D.INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
I1t)Nf)'1't;R.l%A`,iI?'fHI� W�YI:LC'(IV.I:RINtx,Allpwv it t(? relaix ar boal< fE?r 8.EXTERIOR/INTERIOR METAL STUDS:SIZE ACCORDING TO CONSTRUCTION DOCUMENTS X 25 GAUGE AT MOPPING TO REMOVE ALL LOOSE DEBRIS.
L'Ir3iir�v^V@311'E Ct'4.3313t>Ee aE3d fi313'ain;3iSC.'eElt';oY it fuiY EFl ts£:r3YEeaLziiEi T:;•it3yl YIaiiCS.l'v'BEltl 5'trUUid F14t tDS installed Cfe iiVi3liS 16"O C E.INSTALL JOINT BACKING. STORE# 4355
that wintain exacessive 3YIM'Awe or;Ne subjel't to moistufo infiltration, t 0 minutes.This allows the adhesive t:o penetrate the.wal lco -tiring fabric, 9.SHOP PAINT PRIMER:STANDARD PRIMER: F.APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER 09910 PAINTING AND FINISHING
a. 55PC PAINT 1 5 WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES.
9 MAINTENANCE AND INSTALLATION b. TNEMEC 1009 GRAY METAL PRIMER PART I -GENERAL
DIVISION 02000 - SITE WORK c. MARTIN-SENOUR CO.#664 RED OXIDE ZINC CHROMATE PRIMER END OF DIVISION
d. PRATT AND LAMBERT NOXIDE 107,ONE DAY PRIMER-GRAY. A.THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THI5 PROJECT. FINISH APPEARANCE
02060 BUILDING DEMOLITION E.STEEL SHALL BE CLEAN AND FREE FROM OIL,DIRT,LOOSE MILL SCALE AND ANY OTHER SUBSTANCE THAT DIVISION 08000 - DOORS AND WINDOWS MUST BE UNIFORM,SMOOTH,AND FREE OF ANY RUNS,SAGS,AND DEFECTIVE BRUSHING OR SPRAYING.
..................- WOULD IMPAIR WELDING,OR PERFORMANCE OF FRICTION-TYPE BOLTED CONNECTION. COVER ALL SURFACES THOROUGHLY IF THE NUMBER OF COATS RECOMMENDED BY MANUFACTURER DOES
PART I -GENERAL 08 I00 HOLLOW METAL DOORS AND FRAMES NOT ACCOMPLISH THE INTENT,THEN APPLY ADDITIONAL COATS UNTIL COVERAGE I5 SATISFACTORY.
05400 METAL FRAMING SEE FINISH SCHEDULE FOR PAINT COLORS,MANUFACTURER,ETC.
How to clean commercial wallcoverinu, A.SELECTIVE DEMOLITION PART I -GENERAL B.USE ONLY THE PAINT AND RELATED MATERIALS SPECIFIED BY THE MANUFACTURER. SEE FINISH SCHEDULE
LIGHT GAUGE(COLD-FORMED)METAL FRAMING A.INSTALL ALL DOORS,FRAMES, HARDWARE AND RELATED PARTS AND MATERIALS AS INDICATED ON FOR SPECIFIC COLORS. ALTERNATES ARE NOT PERMITTED.
1.THI5 SECTION 15 INCLUDED FOR GENERAL REFERENCE OF WORK TO BE REMOVED BY THE GENERAL CONTRACTOR. DRAWINGS AND RE5PON51BIUTY SCHEDULE.
It',easy to maintain the life of contract wallE:•overings,Here's wvhat yon[CIU: 2.CONSULT DEMOLITION PLANS INCLUDED WITH PROJECT DOCUMENTS FOR ADDITIONAL NOTES AND SITE SPECIFIC PART I-GENERAL B.LABELED DOORS: WHERE REQUIRED,PROVIDE U.L.LABEL DOOP.5 AND FRAMES PER APPLICABLE STATE PART 2-PREPARATION/EXECUTION
ITEMS. AND LOCAL BUILDING CODES.SUCH TO RECEIVE LABELS ATTACHED STATING RATINGS.
3.DEMOLITION INCLUDES REMOVAL OF THE EXISTING INTERIORS,IF REQUIRED,BUT NOT LIMITED TO INTERIOR A.FURNISH AND INSTALL A COMPLETE SYSTEM OF UGHT GAUGE FRAMING MEMBERS FOR INTERIOR WALL C.FABRICATE AND ERECT TRUE,PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED AND PER A.CLEAN ALL SURFACES TO BE PAINTED 50 THAT THEY ARE FREE OF L005E DIRT AND DUST BEFORE WORK I5
4 Alw ays read.t?.1anufaieturces guidelines before.you Start cleaning. PARTITIONS,CABINETS,SUSPENDED CEILING TILE,ELECTRICAL,MECHANICAL,ETC.,AS REQUIRED,AS SHOWN, PARTITIONS AND CEIUNG SUSPENSION COMPONENTS. MANUFACTURER'S RECOMMENDATIONS. STARTED. WASH ALL METAL SURFACES WITH MINERAL SPIRITS BEFORE APPLYING FINISHES. WHERE RUST OR
RenlctVe Staal$as sooEl.,ts hU$a1ble,Tlie taster lt:'S gone,elle•1eS5 CllallCe elle,S't<tit3 4 ORIAS DARED GATED OR REQUIRED TO BE DEMOLISHED OR REMOVED TO BE LEGALLY DISPOS L.SYSTEM TO INC FOE AL HOTYPE O BFOTTM NG N SHOWN AC SRAWIN NGLES,ACCESSORIES, D.INTERIOR HOLLOW METAL DOOR5 AND FRAMES FOR INSTALLATION AT DRYWALL AND METAL STUD SCALE I5 PRESENT,WIRE BRU5H OR SAND CLEAN BEFORE APPLYING FINISH.
ED OF FASTS ERS,ETC R E C RA PARTITIONS. W
has to chemicall 'react♦With the wallcovering.The longer i.t's on,the more chance IN COORDINATION AND COMPLIANCE WITH ALL LANDLORD PROCEDURES AND REGULATIONS. a.INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION I.DOORS- 1 3/4"THICK FLUSH MOUNTED"TYPE B"AS MANUFACTURED BY STEEL CRAFT. SURFACES TO BE B.PAINTED DRYWALL TO RECEIVE ONE COAT LATEX PRIMER AND TWO COATS LATEX OF SPECIFIED PAINT
6 Y er • 5.ALL ITEMS INDICATED TO BE RELOCATED OR REINSTALLED TO BE CLEANED,SERVICED AND INSTRUCTIONS AND RECOMMENDATIONS. PHOSPHATIZED AND RECEIVE ONE COAT BAKED ON PRIMER READY TO RECEIVE PAINT. COLOR. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL COAT. TOUCHUP ALL SUCTION SPOTS OR HOT it
elletatll pais t:Ct dl.�Ci711}r tl1C 1ti3ll.E G ice Eili 1.Li lIi,3Sit•Eiily. PREPARED FOR PROPER RE-U5E. ANY ITEMS STORED DURING CONSTRUCTION ARE TO BE PROTECTED B.QUALITY ASSURANCE-DE51GN AND ANALY515 OF STRUCTURAL PROPERTIES SHALL COMPLY WITH AISI a.SEE DOOR SCHEDULE FOR REQUIRED HARDWARE. SPOTS AFTER APPLICATION OF FIRST COAT AND BEFORE APPLYING SECOND COAT,TO PRODUCE AND EVEN
Mild soap and water Call remove ordinary dirt spots.Rinse thoroughly with Ciean TO AVOID DAMAGE OR THEFT. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STRUCTURAL STEEL MEMBERS% b.PROVIDE 8 GA.REINFORCEMENT AT HINGES,AND 14 GA.REINFORCEMENT AT LOCK AND CLOSERS. RESULT IN THE FINISH COAT. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. Q
6.ALL ITEMS INDICATED AS EXISTING TO REMAIN,SHALL BE CLEANED,SERVICED AND PREPARED FOR C.MATERIALS: 2.FRAMES-2"FRONT FACE- 16 GA.HOLLOW METAL WITH KNOCKDOWN FRAMES. SURFACES FOLLOW MANUFACTURER'5 RECOMMENDATIONS FOR RECOAT TIME. SEAL ALL DRYWALL SURFACES BEHIND
Mater,Blot dry with a soft iint•free to-wel, PROPER CONTINUED RE-USE. PROTECT ALL ITEMS SUFFICIENTLY DURING CONSTRUCTION TO AVOID 1. 18 GAUGE AND LIGHTER COMPONENTS:FABRICATE COMPONENTS OF COMMERCIAL QUALITY STEEL TO BE PHO5PHATIZED AND RECEIVE ONE COAT BAKED ON PRIMER READY TO RECEIVE PAINT. MIRRORS. D
• Stronger detergent call Yen ave difficult stains,that are surface deep-but tri'an DAMAGE OR THEFT. SHEET,A5TM A446 FOR GALVANIZED FINISH WITH A MINIMUM YIELD POINT OF 33,000 PSI. a.PROVIDE 8 GA.REINFORCEMENT AT HINGES AND 14 GA.REINFORCEMENT AT LOCK AND CLOSERS.
t ' 'i a h ll wall., lu'ivy Tit se after 7.COOPERATE AND COORDINATE WITH LANDLORD,THE TENANTS OF THE ADJACENT SPACES AND THE 2. 1 6 GAUGE AND HEAVIER COMPONENTS:FABRICATE COMPONENTS OF STRUCTURAL QUALITY STEEL b.INSTALL ADJUSTABLE JAMB ANCHOR 4"DOWN FROM HEAD AND WELDED-IN BASE ANCHOR AT EACH C.PUTTY ALL NAIL HOLES,COUNTERSUNK SCREWS,BOLTS,CRACKS,ETC.BEFORE APPLYING FINISH.
hlCCln$l1ECUC t1S Sl-Ot f1CSt,t)E'fpte a1.itC3T1l.tll1�t 4' lit C <.. 3 TENANT,IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND SHEET,ASTM A446 FOR GALVANIZED FINISH WITH A MINIMUM YIELD POINT OF 50,000 PSI. JAMB.
applying any dete'rgernt,Do not rub spots.abrasively. PROPERTY. 3.METAL STUDS: AI51"C"TYPE STRUCTURAL STUDS;SIZES,GAUGES AND SPACINGS SHOWN OR D.SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. � O
+ Ido not.list steel wt'Ctol,tx)tatic'Yed c1C<ineh,Ei3'aC leve SOlveElt^tyl]e prepaE'ations 8.SEE MECHANICAL AND ELECTRICAL PLANS FOR SPECIFIC DEMOLITION ITEMS UNDER THOSE TRADES. REQUIRED. PART 2-PREPARATION/EXECUTION
IF NOT SHOWN;WITH 1-5/8"(41 MM)MINIMUM FLANGE WIDTH, 1/2"(I3MM)MINIMUM RETURNS AND E.BEFORE STARTING FINISH WORK,REMOVE HARDWARE,ACCESSORIES,PLATES,LIGHTING FIXTURES AND
(nail polish remover,Ear anti bug rents vers,et:C.).This gill Very likely damaNg the PART 2-PREPARATION/EXECUTION PRE-PUNCHED HOLES FOR UTILITY INSTALLATION. A.INSTALL FRAMES IN ACCOPDANCE WITH 5DI-100. 51MILAR ITEMS,OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. z Q
a. L 8-22 GAUGE(0.05"/ I.2MM-0.03"/0.8MM):A5TM A44G/A44GM GRADE A;MINIMUM YIELD B.COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT.
wirallepvering, C.COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF DOORS AND HARDWARE AS SPECIFIED IN F.PAINT ALL EXPOSED PIPING,ACCESS DOORS,VENTS,FIRE EXTINGUISHER CABINETS,EQUIPMENT MOUNTING
A.ARRANGE WITH THE LANDLORD A CONVENIENT TIME TO PERFORM DEMOLITION WORK AND INSTALL STRESS OF 33 K51(228 MPA). O
• Textile wallcoverings are an exception:like any textile,they require Special care TEMPORARY PROTECTED MEANS OF EGRESS FROM REQUIRED EXITS.INCLUDE TEMPORARY LIGHTING AND b. 1 2-1 6 GAUGE(0.I I"/2.7MM-0.06"'/1.5MM):ASTM A44G/A44GM GRADE A;MINIMUM YIELD STRESS DOOR SCHEDULE AND ON DRAWINGS. BOARDS,ETC.TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED.
and you.should.follow the manufa cturer's advice.�'actEuin Occasionally to remoS;e SAFETY DEVICES,ALL IN ACCORDANCE WITH GOVERNING STATE AND LOCAL CODES AND LAND-LORD OF 40 K51(276 MPA). I.FOLLOW DOOR HARDWARE INSTITUTE(DHI)GUIDELINES. H
� REQUIREMENTS. 4.TRACK:A5TM A44G/A44GM GRADE A;MINIMUM YIELD STRESS OF 33 K51(228 MPA); G.SAND ENAMELED FINISHES APPLIED TO WOOD OR METAL BETWEEN COATS WITH FINE SANDPAPER TO Q
flirt and:lint; B.THE CONTRACTOR SHALL REMOVE,REPAIR,RESTORE,AND REPLACE WHERE ANY SUCH WORK I5 FORMED STEEL:CHANNEL SHAPED;SAME WIDTH AND GAUGE AS ADJACENT STUDS. 081 I 0 INSULATED STEEL DOORS PRODUCE EVEN SMOOTH FINISH. 0
NECESSARY OR AS INDICATED ON THE DRAWINGS. CUT ALL NECESSARY OPENINGS,AND EXCEPTION:TOP AND BOTTOM TRACK(RUNNERS)REQUIRING ATTACHMENT OF METAL PANELS SHALL -
PATCH/REPAIP/5EAL SAME TO DEGREE NECESSARY TO SATISFY ALL REQUIREMENTS. INSOFAR A5 BE MINIMUM 14 GAUGE(0.08"/1.9MM). PART I -GENERAL H.MAKE FINISH WORK UNIFORM,SMOOTH,FREE OF RUNS,SAGS AND DEFECTIVE BRUSHING OR SPRAYING. MAKE
Hoer'to install coli mercial wallcoverin r POSSIBLE,ALL PROTRUSIONS, MARKS,CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED 5.FASTENINGS: EDGE5 ADJOINING OTHER MATERIALS OR COLORS SHARP AND CLEAN WITHOUT OVERLAPPING.
CONDITION SHALL BE ELIMINATED,UNLE55 SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE a.MANUFACTURER'S RECOMMENDED SELF-DRILLING,SELF-TAPPING SCREWS,BOLTS,NUTS AND A.NON-RATED THERMALLY INSULATED STEEL DOORS AT EXTERIOR OPENINGS.
SPLIT,CRACKED,CHIPPED,5PALLED,BROKEN,MISSING,OR OUT OF LINE OR ADJUSTMENT,MECHANICALLY WASHERS. NON-CORROSIVE. I.SEAL TOPS,BOTTOMS AND EDGES OF ALL DOORS.
bli oE'ta3nt: OR STRUCTURALLY UNSAFE OR UNSOUND,BENT,TORN OR OTHERWISE DEFICIENT OR INJURED IN ANY b.ANCHORAGE DEVICES: POWER ACTUATED FASTENERS,DRILLED EXPANSION BOLTS,OR SCREWS WITH I.DOORS THERMALLY INSULATED L-16 WITH POLYSTYRENE CORE(R=7.7):SDI-100 GRADE AS
p MANNER,SHALL BE REMOVED,REPLACED,RESTORED OR REPAIRED. LANDLORD'S REPRESENTATIVE, SLEEVES. MANUFACTURED BY STEEL CRAFT,CINCINNATI,OHIO,OR EQUAL. FRAMES TO BE PHOSPHATIZED AND J.CONTRACTOR TO LEAVE ONE QUART EACH COLOR OF PAINT FOR FUTURE TOUCH-UP. U)
if at tiny tilne d.TEring I[lstalltrtiofl there iS any SCfi't:()f Cll iE rcpanCy l)etss'een whai2 Yi?a rc ARCHITECT,AND TENANTS CONSTRUCTION MANAGER MUST BE NOTIFIED IMMEDIATELY OF ANY c.WELDING: COMPLY WITH AW5 D 1.I "STRUCTURAL WELDING CODE" RECEIVE ONE COAT
dotal. and.what:Et says here,STOP! Contact your distributor before doin anything else, STRUCTURAL OR SAFETY DEFECTS,AND ONLY THE TENANTS CONSTRUCTION MANAGER IF THE DEFECT(5) D.MANUFACTURERS: BAKED ON PRIMER READY TO RECEIVE PAINT. K.PRIOR TO CONTRACTOR LEAVING 51TE AND AFTER ALL FIXTURE5 ARE INSTALLED AND STORE IS CLEANED, Q
a.SEE DOOR SCHEDULE FOR REQUIRED HARDWARE. CONTRACTOR TO WALK SITE AND TOUCH-UP PAINT DAMAGED DURING FINAL DAYS OF PROJECT.
:also,always check.manufacturer's instructions, ARE LIMITED TO COSMETIC FINISHES. MRUCTU DIVISION RI IN;DIET INC.BY STRIES O STEEL FRAMING,THE CECO CORP.;ALLIED b.PROVIDE 14 GA.REINFORCEMENT AT CLOSER AND LOCKS AND 8 GA.REINFORCEMENT AT HINGES.
C.EXERCISE EXTREME CARE DURING DEMOLITION 50 AS NOT TO DAMAGE OR DISRUPT ANY UTILITY OR STRUCTURAL INDUSTRIES;DIETRICH INDUSTRIES OR EQUAL.
SPRINKLER LINES WHICH MIGHT PA55 THROUGH THI5 SPACE TO SERVICE OTHER MALL SPACES OR 2.FRAME- 12 GA.COLD ROLLED STEEL,ARC WELDED AT CORNERS AND GROUND SMOOTH AS END OF DIVISION
t, f3efpE cutting exttilline ES"C` think ip n?ake sEire anent and er?fps'are wl?Et yUIE TENANTS. GENERAL CONTRACTOR WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR PART 2-PREPARATION/EXECUTION MANUFACTURED BY STEEL CRAFT OR EQUAL.FRAMES TO BE PHO5PHATIZED AND RECEIVE ONE COAT
i p DAMAGE. BAKED ON PRIMER READY TO RECEIVE PAINT. DIVISION 10000 - SPECIALTIES
ordered,Check till roll tickets to See if chore than one run or lot number of the D.ALL ABANDONED ELECTRICAL AND TELEPHONE CONDUIT,PLUMBING LINES,DRAIN LINES,AND ALL A.ATTACH AND JOIN INDICATED COMPONENTS BY WELDING. ATTACH AND JOIN OTHER COMPONENTS BY a.PROVIDE 14 GA.REINFORCEMENT AT CLOSER AND LOCKS AND 8 GA.REINFORCEMENT AT HINGES.
6 MECHANICAL ITEMS SHALL BE CAPPED AT SOURCE AND REMOVED IN A MANNER TO MEET ALL WELDING,BOLTING,OR SCREW FASTENERS,AS STANDARD WITH THE MANUFACTURER. WIRE TYING OF b.INSTALL MINIMUM THREE(3)JAMB ANCHORS AND BASE ANCHORS EACH SIDE. 10520 FIRE PROTECTION
,acne pattert3 is tinpppst�d to be lntitatled, LANDLORD AND CODE REQUIREMENTS,UNLESS DIRECTED OTHERWISE. FRAMING COMPONENTS IS NOT PERMITTED.
-2. Gilt panels and headers in roll nurnbi:r sequence,making Sure that rein numbers E.GENERAL CONTRACTOR RESPONSIBILITIES B.CUT FRAMING TO FIT SQUARELY AGAINST ABUTTING MEMBERS. HOLD MEMBERS SECURELY IN POSITION PART 2-PREPARATION/EXECUTION PART I -GENERAL
.GENERAL CONTRACTOR 15 TO NOTIFY TENANT IMMEDIATELY OF ANY SEVERE DISCREPANCIES OR UNTIL PROPERLY FASTENED.
are lar(?ken lid IN illlL et?rnerS Only,rtitlt?wt fE?r nlatClling t?f repeats and triili}liini? IRREGULARITIES DISCOVERED DURING DEMOLITION WHICH MIGHT AFFECT THE CURRENT STORE DESIGN. C.SAW CUT FIELD FRAMING.IF REQUIRED. A.INSTALL FRAMES IN ACCORDANCE WITH SDI-100. A.G.C.TO PROVIDE O LBS.MULTI-PURPOSE CHEMICAL FIRE EXTINGUISHERS CAPABLE OF EXTINGUISHING C A55
B.COORDINATE WITH MASONRY WALL CONSTRUCTION FOR ANCHOR PLACEMENT.
iii dile celtlEig alit.IIIc baSE lli)ard. GENERAL CONTRACTOR LS TO PAY SPECIAL ATTENTION IG AVAILABLE HEIGHT FOR INTENDED CEILING D.COORDINATE METAL FRAMING POSITIONING WITH TRADES FURNISHING ITEMS WHICH ATTACH TO BUILT-IN C.COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF HARDWARE SPECIFIED IN DOOR SCHEDULE. FI L ANO C FIRES,R QUANTITIES AND LOCATIONS REQUIRED BY LOCAL FIRE MARSHALL. (COORDINATE IN
ELEVATION,MECHANICAL DUCTWORK AND RECESSED LIGHTING. MEMBERS. FIELD.)MANUFACTURER:J.L.INDUSTRIES;COSMIC SERIES OR EQUAL.
2.GENERAL CONTRACTOR I5 TO ERECT CONSTRUCTION BARRICADES AND DEBRIS/DUST SCREENS PER E.INSTALL CONTINUOUS RUNNER TRACKS SIZED TO MATCH STUDS. ALIGN TRACKS ACCURATELY TO THE 1.FOLLOW DOOR HARDWARE INSTITUTE(DHI)GUIDELINES.
Itilany matched p ttt:erns,geometric patterns and textiles should be taible trinmled LANDLORD'S SPECIFICATIONS. CONTACT LANDLORD'S REPRESENTATIVE PRIOR TO THE LAYOUT AT BASE AND TOPS OF STUDS.SECURE TRACKS AS RECOMMENDED BY THE STUD PART 2-PREPARATION/EXECUTION
COMMENCEMENT OF ALL DEMOLITION WORK. MANUFACTURER FOR THE TYPE OF CONSTRUCTION INDICATED. DO NOT EXCEED 24"O.C.SPACING FOR 08800 GLAZING
BEFORE inst:aElling. lise a sharp blade to ininitnize traynng(?t f,thric(we one 3.GENERAL CONTRACTOR I5 RESPONSIBLE FOR PATCHING,REPAIRING AND LEVELING OF THE EXISTING POWER DRIVEN FASTENERS,NOR 16"ON CENTER FOR OTHER TYPES OF ANCHORAGE. PROVIDE A.INSTALL MOUNTING BRACKETS AT HEIGHTS TO COMPLY WITH APPLICABLE REGULATIONS OF GOVERNING
blade per cut).Other patterns should be overlapped Lind.dpitble.Cidt L1d1 thi~i3'a311, <1 FLOOR SLAB,REPAIR OF DEM15ING WALLS AND ROOF DECK AFTER COMPLETION OF ALL DEMOLITION FASTENERS AT CORNERS AND ENDS OF RUNNER TRACK. PART I -GENERAL AUTHORITIES.
AND PRIOR TO THE COMMENCEMENT OF NEW CONSTRUCTION. COORDINATE WITH LANDLORD F.SET STUDS PLUMB,SPACED AS INDICATED,WHEN NOT INDICATED,AT MAXIMUM 24"ON CENTER. ALIGN A.FURNISH AND INSTALL A COMPLETE SYSTEM OF GLASS,GLAZING CHANNELS,SEALANT,SETTING BLOCKS AND
double Cutting tool Or setml pad is recommended to pre Vent Scoring the wall, RESPONSIBILITY IN PERFORMING AN'AND ALL ROOF WORK. AND SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW FASTENING ACCESSORIES AS SHOWN AND DETAILED ON THE DRAWINGS AND RESPONSIBILITY SCHEDULE. B.SECURE MOUNTING BRACKETS TO STRUCTURE,SQUARE AND PLUMB,TO COMPLY WITH MANUFACTURER'S
END OF DIVISION AT BOTH IN51DE AND OUTSIDE FLANGES. �ttbif QW4F9QND ELEVATIONS FOR SIZE AND NUMBER OF PANES. INSTRUCTIONS. I ^ /
C.FOLLOW RECOMMENDATIONS FOR INSTALLATION CONTAINED IN THE FGMA(FLOAT GLA55 MANUFACTURERS L- !1
1.CONSTRUCT CORNERS U51NG MINIMUM THREE STUDS. DOUBLE STUDS AT WALL OPENINGS. INSTALL -0 ` ,
Number panes anti headers as they are cut from the roll and apply to the wall in ASSOCIATION)GLAZING AND SEALANT MANUALS AS WELL AS SIGMA(SEALED INSULATED GLA55 MANUFACT. 10670 STORAGE SHELVING AND WORK COUNTERS 4 t�
DIVISION 03000 - CONCRETE JACK 1
5 tile'Sable sequence. STUDS ABOVE AND BELOW OPENINGS,SPACED TO MATCH WALL STUD SPACING. ASSOCIATION)FOR INSULATED GLA55. PART I -GENERAL � 21,`� ��
03300 CASTAN-PLACE CONCRETE 2.INSTALL SUPPLEMENTARY FRAMING,BLOCKING,AND BRACING IN METAL FRAMING SYSTEMS TO D.IT IS THE GLAZING CONTRACTORS SOLE RESPONSIBILITY TO VERIFY THAT THE GLASS IS SIZED TO WITHSTAND DEAD rr
PART I -GENERAL SUPPORT GRAB BARS,FIXTURES,EQUIPMENT,CASEWORK,HARDWARE,TRIM,AND SIMILAR WORK LOADS,POSITIVE AND NEGATIVE LIVE LOADS,ACTING NORMAL TO PLANE OF GLA55 AS CALCULATED IN _J �a
D, .Install al.l wallcovering lender adequate lighting,kind evaluate#or color uniformity. ACCORDANCE WITH LOCAL AND STATE CODES. A.G.C.TO ASSEMBLE AND INSTALL TENANT SUPPLIED, PRE-MANUFACTURED FREESTANDING WIDE SPAN,OPEN STYLE ` �2
V4rllen )lit aer li f12EIti e''ofi(htiolis'ciI'e IIo£ )ElaCEble,<IlE alie:ite the incl li=titin J A.PROVIDE AND INSTALL CONCRETE AS INDICATED ON THE DRAWINGS. REQUIRING ATTACHMENT TO WALL FRAMING.
E.MATERIAL FOR INTERIOR STOREFRONT GLA55: WOOD/STEEL SHELVING UNITS AND/OR SURFACE-MTD STANDARDS,WITH BRACKETS AND SHELVES. �/' , r V
t t [c �' i 1 lw �• B.CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF"AMERICAN CONCRETE INSTITUTE"CODES 3.PROVIDE ONE PIECE FULL LENGTH STUDS. CLEAR GLASS-ASTM C 1048,FT-FULLY TEMP.,QUALITY-q3 GLAZING SELECT. tt EE,,
AND STANDARDS INCLUDING ACI 301,ACI 3 1 5,AND ACI 3 18. END OF DIVISION J 11Vjr%liY L. P ER �
CUiIdECEpEI)as Ilearly as l?USS1ble, THICKNESS TO BE 1/2"UNLESS NOTED OTHERWISE ON PLANS. B.G.C.TO PROVIDE COMPLETE SYSTEM,FURRING STRIPS EXCLUDED,WITH BRACKETS,CLIPS,SHELVES,RELATED L" 56 ~-�
C.CONCRETE STRENGTHS ARE AS FOLLOWS: CLA55 3000 P51 INTERIOR SLABS(OR MIN. REQUIRED PER EACH INDIVIDUAL PANE TO RECEIVE TEMPERED STAMP INDICATING SUCH. SCREWS AND ANCHORS.
LANDLORD SPECIFICATIONS.) DIVISION 06000 - WOODS AND PLASTICS
lake L'xtSa C3rC to kee ddhesll'eS and Cllr♦#3'onl the'wallit)Vc'ilE3 htlrtaGc. D.REINFORCEMENT(PER LANDLORD REQUIREMENTS) F. MATERIAL FOR EXTERIOR STOREFRONT IN METAL GLAZING SYSTEM. r
p g` 1.INSULATED GLA55 UNITS-LOW E-TYPE SG-B-A5TM 1774 AND E773 DOUBLE PANE WITH GLA55 ELASTOMER UNIVERSAL CITY TEXA
E.BONDING AGENT(IF REQUIRED) 06100 WOOD BLOCKING AND CURBING C.WOOD SHELVES BY YC VENDOR.
,l, }after three panels have been hung on the Mill surface,and excess paste 1>;moved, 1."50NOBOND"EPDXY CONCRETE BONDING AGENT OR EQUAL EDGE SEAL;OUTER PANE OF CLEAR GLASS,INNER PANE OF LOW E CLEAR GLA55 ON CLEAR COLOR GLASS.
examine the installed anels f,br uniformit In color.If an•color variation is a.MANUFACTURER: CHEMTREX,INC. PART I-GENERAL 2.INSULATED GLAZING SHALL HAVE THE FOLLOWING CHARACTERISTICS/PROPERTIES: D.METAL SHELVES BY GC.
p y y 889 VALLEY PARK DRIVE a.A"U"-VALUE 5 0.65 � �O
noticed,discontinue hanging Lind contact the distributor. SHAKOPEE,MINNESOTA 55379-1854 A.PROVIDE AND INSTALL WOOD FURRING,BLOCKING,GROUNDS AND IN-WALL BLOCKING FOR SUPPORT OF b. SHADE COEFFICIENT/SOLAR HEAT GAIN COEFFICIENT(5HGC) 5 0.6 E.MANAGERS DESK AND SECURITY SHELVING:FURNISHED BY YCC,INSTALLED BY GC.
2.CONSULT MANUFACTURER FOR APPLICATION PROCEDURE. GRAB BARS,FIXTURES,EQUIPMENT,CASEWORK,HARDWARE,TRIM AND SIMILAR WORK. 3.THE U-FACTOR AND 5HGC FOR EACH GLAZED FENESTRATION PRODUCT(DOOR,WINDOW,SIDELIGHT)SHALL BE r
3.A5TM C881 1.BLOCKING AND GROUNDS AT STOREFRONT GLAZING,LOCATIONS AT WEATHER AREAS,AND IN DETERMINED IN ACCORDANCE WITH THE NATIONAL FENESTRATION RATING COUNCIL,NERC 100-I "PROCEDURE PART 2-PREPARATION/EXECUTION �L O F O��
4 'Wallcovering t�dhesives F.VAPOR BARRIER CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. FOR DETERMINING FENESTRATION PRODUCT U-FACTORS",AND NERC 200-01 "PROCEDURE FOR DETERMINING
1.SLAB ON GRADES TO RECEIVE 6 MIL.CLEAR OR BLACK POLYETHYLENE FILM WITH MINIMUM OF 1 2" 2.USE NON-COMBUSTIBLE FIRE RETARDANT TREATED(F.R.T.)WOOD ELSEWHERE AS REQUIRED BY STATE FENESTRATION PRODUCT SOLAR HEAT GAIN COEFFICIENTS AND VISIBLE TRANSMITTANCE AT NORMAL INCIDENCE'. A.G.C.TO ASSEMBLE AND SECURE OWNER SUPPLIED SHELVING UNITS TO FLOOR AND WALLS WITH FASTENERS
OVERLAP. TAPE ALL SEAMS. AND LOCAL CODES,INCLUDING ANY WOOD STUDS,BLOCKING,FURRING,PLYWOOD,TRIM AND 4.THICKNESS TO BE I"(INNER PANE 1/4%OUTER PANE 1/4")UNLESS NOTED OTHERWISE ON PLANS. A5 RECOMMENDED BY MANUFACTURER IN LOCATIONS AS SHOWN AND DETAILED IN PLANS. DRAWING DATE:
1NTPO12.:1 AN :Tl"here are many types of tw'allcpvering adhesives,each formulated fpr PART 2-PREPARATION/EXECUTION GROUNDS.NEW LUMBER TO BEAR GRADE AND TREATMENT OF ASSOCIATION UNDER WHICH IT WAS 5.PROVIDE TEMPERED(SAFETY)GLA55 UNITS WHERE INDICATED ON PLAN OR AS REQUIRED BY JURISDICTIONAL DECEMBER 21 2015
apeCl#iC•al)pltC,itFLltls.They x311 Rill Itldo twirUeiie3'aII gECilips: A.CONCRETE CONTRACTOR SHALL A55UME FULL RESPONSIBILITY FOR STRENGTH, CONSISTENCY PRODUCED. CODES. B.G.C.TO PROVIDE AND INSTALL REQUIRED FURRING STRIPS AND BRACING. a
PROPORTIONS AND HANDLING OF CONCRETE. a.PPESERVATIVE TREATMENT FOR WOOD SPECIFIED ELSEWHERE.
6.GLAZING SHOULD MEET THE MINIMUM REQUIREMENTS FOR DEFLECTION UNDER A5TM E 1300"STANDARD PRACTICE
B.VERIFY THAT COMPACTED GRANULAR BASE IS IN PLACE AND READY TO SUPPORT SLAB AND 1)PERFORMANCE REQUIREMENTS: FOR DETERMINING LOAD RE515TANCE OF GLASS IN BUILDINGS". END OF DIVISION REV.#I ISSUE/DESCRIPTION : DATE
(a)Hmv tilev IMPOSED LOADS. a)MOISTURE CONTENT:AFTER TREATMENT,THE MAXIMUM MOISTURE CONTENT OF WOOD MATERIALS
build tlic ti'aillL'L)VCT212 ip Elie wall SiICfaE e. PART 2-PREPARATION/EXECUTION DIVISION I 1000 - EQUIPMENT YCC REVIEW 11/2(/2015
C.VERIFY GRADIENT AND ELEVATIONS OF BASE ARE CORRECT. THICKNESS AND REINFORCING AS SHOWN SHALL NOT EXCEED THE FOLLOWING:
tlC ON DRAWINGS. LUMBER,2 INCHES AND LESS IN THICKNESS: 19 PERCENT. A.VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND WITHIN TOLERANCE. ---------------------------------------------------------- -------------"-----------
tb)flow they apply to the wallcovering. D.IMMEDIATELY AFTER PLACEMENT,PROTECT PAVEMENT FROM MECHANICAL INJURY. n.PLYWOOD: 15 PERCENT. B.VERIFY THAT SURFACES OF GLAZING CHANNELS OR RECESSES ARE CLEAN,FREE OF OBSTRUCTIONS THAT 1001 EQUIPMENT LL REVIEW 11/25/2015
E.DEPOSIT CONCRETE WITHIN ANY ONE SECTION CONTINUOUSLY 50 THAT NO CONCRETE WILL BE PLACED ON b)FLAME SPREAD:FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME SPREAD RATING OF MAY IMPEDE MOISTURE MOVEMENT,WEEPS ARE CLEAR AND READY TO RECEIVE GLAZING.
OLDER CONCRETE WHICH HAS SET SUFFICIENTLY TO RESULT IN SEAMS AND PLANES OF WEAKNESS WITHIN 25 OR LESS IN A 30 MINUTE TEST WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE
SECTION. COMBUSTION,A5TM E 84,ADDITIONALLY,FLAME FRONT NOT TO PROGRESS MORE THAN 10 1/2 C.CUT GLASS PANES TO ACCURATE SIZES ALLOWING FOR EDGE CLEARANCES AND TOLERANCES. PART I -GENERAL BLDG DEPT PLAN REVIEWI 12/21/2015
}fie Sure you.know which you hate,and-imhat to do about it, F.PLACE SLA55 FOR FULL THICKNESS IN ONE OPERATION,WITHOUT CHANGES IN PROPERTIES;SCREED TO FEET BEYOND CENTER LINE OF BURNER AT AN'TIME. D.INSTALL SEALANTS RECOMMENDED BY MANUFACTURER WHICH ARE COMPATIBLE WITH MATERIALS THEY WILL BE IN
PROPER ELEVATION;FLOAT AND LIGHTLY TROWEL. UNLESS OTHERWISE SPECIFIED,WHEN CONCRETE HAS c)SMOKE DEVELOPED:INTERIOR FINISH AND TRIM MATERIALS,WHERE SPECIFIED,TO HAVE FIRE CONTACT WITH. A.CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND PLACEMENT WITH THE WORK OF ALL OTHER
----------------------------------------------------------i-------------------------
SET SUFFICIENTLY TO RING UNDER TROWEL,GIVE SLAB SECOND TROWELING TO PRODUCE SMOOTH,DENSE RETARDANT TREATMENT CONFORMING TO ABOVE REQUIREMENTS FOR"FLAME SPREAD"PLUS E.REMOVE GLAZING MATERIALS FROM FINISH SURFACES. TRADES AND MAKE ADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF EQUIPMENT. ':
3s351c +Ices SURFACE. DUSTING OF SURFACES WITH CEMENT IS PROHIBITED. SMOKE DEVELOPED RATING OF 25 OR LESS,ASTM E 84.
F.REMOVE LABELS AFTER WORK IS COMPLETE. :'
G.COMPACT SUB GRADE FOR SLABS ON GRADE TO 95%OPTIMUM DENSITY. PROVIDE MIN.G"COMPACTED b.CERTIFICATES:FURNISH AFFIDAVIT IF REQUIRED BY CODE OFFICIAL STATING THAT MATERIALS HAVE G.CLEAN GIA55 AND ADJACENT SURFACES. B.ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODES.
CRUSHED GRAVEL SUB-BASE AT ALL AREAS TO RECEIVE NEW CONCRETE. BEEN TREATED IN ACCORDANCE WITH SPECIFICATIONS AND THAT MOISTURE CONTENT,AFTER "" - --- -- -i--
St71ne adlleSiveS are#Urtltlilate(t fE?r 11i lltLVerlit arltt dt'litate fal]rrc ,tltllei S fpr H.FINISHES TREATMENT,DOES NOT EXCEED SPECIFIED LIMITS;INCLUDE CHEMICAL USED AND RETENTION C.EQUIPMENT SHALL BE FURNISHED,UNLOADED,UNPACKED OR UNCRATED AND PLACED ACCORDING TO THE
GIVE TYPICAL INTERIOR FLOOR SLABS A STEEL TROWEL FINISH WITH CLA55 A TOLERANCE(TRUE OBTAINED FOR PRESSURE TREATED MATERIAL. INCLUDE THE"QUALITY MARK"OF ASSOCIATION DIVISION 09000 - FI NISFIES CONSTRUCTION DOCUMEN75. 1
heavyweight vinyl and accxistical Coverings. -- -
PLANES WITHIN 1/4 IN 10 FT.AS DETERMINED BY A I 0 FOOT STRAIGHTEDGE PLACED ANYWHERE ON HAVING JURISDICTION OVER THE TREATMENT. 091 20 CEILING SUSPENSION SYSTEMS PART 2-PREPARATION/EXECUTION
SLAB IN ANY DIRECTION). c.DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY TREATMENT.
1.PROVIDE SAW CUT CONTROL JOINTS I/8"WIDTH x I"DEEP AT MAXIMUM 400 SQUARE FOOT AREA. d.STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND PROTECT FROM MOISTURE;PROVIDE PART I -GENERAL
ztdhesives lazy in level pl;vet-tach,splEds,open-ttnle,sirippaibility gird ease pf A.PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION GRID,AS SHOWN ON THE DRAWINGS. DRAWN BY: REVIEWED BY: .
J.APPLY BONDING AGENT(AS SPECIFIED)TO ADJACENT CONCRETE SURFACES IMMEDIATELY PRIOR TO WELL VENTILATED DRY STORAGE. A.GENERAL CONTRACTOR'S INSTALLATION OF TENANT SUPPLIED EQUIPMENT IS TO BE INCLUDED IN GENERAL
application. PLACEMENT OF CONCRETE. e.HANDLE TREATED MATERIALS IN ACCORDANCE WITH AWPA STANDARDS. IN ADDITION TO MATERIAL B.SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED CEILING PLAN SHEET AND BID. CSS BV W
K.EXPANSION JOINT MATERIAL: 1/2"PRE MOLDED ASPHALT IMPREGNATED FIBERBOARD,SAME DEPTH AS USED IN TREATMENT,FURNISH ADDITIONAL MATERIAL FOR FIELD TREATMENT OF CUTS. RESPONSIBILITY SCHEDULE.
C.REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES. WHERE REQUIRED BY CODES, B.GENERAL CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY OF ANY DAMAGE TO THE
CONCRETE. f.FIELD CUTS AND HOLES:FIELD-TREAT IN ACCORDANCE WITH AWPA M-4. PROJECT�;
:ill wallcovering adhesives contain a biE3cide system.These systems are designed to L REFER TO PLAN WHEN REQUIRED,APPLY F5-I FLOOR SEALER K05TER VAP 2000 F5 APPLIED AS PER CEILING A55EMBUE5 ARE TO CONFORM WITH UNDERWRITERS LABORATORIES DESIGN FOR ONE HOUR FIRE EQUIPMENT PRIOR TO INSTALLATION.
prevent baEcteria Uontarnination and]nildew;Tung al infestation both"In the Can"and in MANUFACUTURES SPECIFICATIONS HTTP://W\MN.KOESTERUSA.COMNAPORPRODUCTS.HTML PART 2-PREPARATION/EXECUTION RATED ASSEMBLIES.
03732 CONCRETE REPAIR
PART 2-PREPARATION/EXECUTION C.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOKUP OF ALL EQUIPMENT,INCLUDING ALL 16.402
F CO STICAL PANELS TO THE TENANT
elle drEctl.,ldtleSlVe. A.AT TIME OF COMPLETION,DELIVER ONE PACKAGE O A U MECHANICAL,PLUMBING AND ELECTRICAL WORK.
PART I -GENERAL A.SET MEMBERS LEVEL AND PLUMB,IN CORRECT POSITION. SHEET TiTLE
A.THE EXTENT OF CONCRETE REPAIR WORK INCLUDES REMAINING FLOOR AREAS AFTER DEMOLITION B.COORDINATE PARAPET AND FLASHING NAILER INSTALLATION WITH INSTALLATION OF ROOFING. OF EACH TYPE OF MATERIAL USED,FOR FUTURE REPLACEMENT USE.
2 PROVIDING A LEVEL FLOOR THROUGHOUT TO RECEIVE FUTURE FINISHES. SEE SECTION O 1005,E,"ROOF CUTTING AND PATCHING". B.COMPLY WITH A5TM C 635 FOR INTERMEDIATE-DUN CLA55 SYSTEM. SIZE ATTACHMENT!DEVICES FOR D.ALL EQUIPMENT MANUALS,INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY
WallCovering adhesives are,generally applied pn the back of the wallCo ering either by B.COMPLY WITH MANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF ITEMS AND FINISHES BY OTHER C.INSTALL TELEPHONE AND ELECTRICAL PANEL BACK BOARDS WITH PLYWOOD SHEATHING MATERIAL FIVE(5)TIMES DESIGN LOAD. HANGER WIRE SHALL BE GALVANIZED CARBON STEEL,A5TM AG41,SOFT BOUND AND TURNED OVER TO THE CONSTRUCTION MANAGER PRIOR TO THE TURNOVER. SPECIFICATIONS
roller Ur astin machine. TRADES,INCLUDING THOSE ITEMS AND FINISHES PROVIDED AND/OR INSTALLED BY TENANT. WHERE REQUIRED. SIZE THE BACK BOARD BY 12 INCHES BEYOND 51ZE OF ELECTRICAL EQUIPMENT. TEMPER,PRE-STRETCHED, 1 2 GA MINIMUM.
p L5 C.FLOOR LEVELER CONCRETE TO BE INSTALLED AT LOW AREAS,HOLES AND DEPRESSIONS. PATCH C.COMPLY WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND WITH GOVERNING REGULATIONS, E. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS EXISTING WITHIN THI5 SPACE. CONTRACTOR SHALL REWORK*MODIFY
CRACKS AND BROKEN CONCRETE WITH FLOOR PATCH TROWELED SMOOTH IN ACCORDANCE WITH FIRE-RESISTANCE RATING REQUIREMENT AND WITH INDUSTRY STANDARDS APPLICABLE TO THE WORK. THE 5Y5TEM AS REQUIRED FOR THE NEW SPACE CONFIGURATION B CEILING HEIGHTS. MODIFICATIONS SHALL BE
There are four main catC ones of adhesives: MANUFACTURER'S INSTRUCTIONS AND LANDLORD SPECIFICATIONS.UNDERLAYMENT COMPOUND TO BE 062 I 0 MILLWORK AND FINISH CARPENTRY D.INSTALL SUSPENSION SYSTEM TO COMPLY WITH A5TM C 636,WITH HANGERS SUPPORTED ONLY FROM DESIGNED t INSTALLED AS REQUIRED FOR THE NEW SPACE CONFIGURATION d CEIUNG HEIGHTS. MODIFICATIONS
FREE FLOWING,SELF-LEVELING,PUMPABLE,AND CEMENT-BASED FOR APPLICATIONS FROM ONE INCH BUILDINGS'TOP CHORD OF STRUCTURAL MEMBERS. LOCATE HANGERS WITHIN G"FROM EACH END AND SPACE 4'-O" SHALL BE DE51GNED S INSTALLED BY A QUALIFIED LICENSED FIRE SPRINKLER CONTRACTOR,WHO SHALL PREPARE
THICK TO FEATHERED EDGES. PART I -GENERAL ALONG DESIGN/SHOP DRAWINGS OF THE SYSTEM S SUBMIT SUCH DRAWINGS TO THE LANDLORD,BUILDING S FIRE
l.. Pre ast:ed:Activators were created t:o han rE asied wallCoverin s,They activate PART 2-PREPARATION/EXECUTION EACH CARRYING CHANNEL OR DIRECT-HUNG RUNNER. SECURE WIRE HANGERS BY LOOPING AND WIRE DEPARTMENTS FOR APPROVAL PRIOR TO FABRICATION t INSTALLATION. ALL WORK SHALL BE DONE IN A
ll g A la TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS,EYE-SCREWS,OR OTHER DEVICES WHICH ARE ACORDANCE WITH NEPA,STANDARD 1 O 1 E ANY OTHER STATE OR LOCAL CODES HAVING JURISDICTION.
A.CONCRETE REPAIR A.SEE DRAWINGS AND RESPONSIBILITY SCHEDULE FOR DETAILS,SIZES,DIMENSIONS.
the existing adhesive,increasing slip and extending the open-time available 1.DO NOT PROCEED WITH WORK UNTIL VISITING THE SITE AND DETERMINING CONDITIONS TO DECIDE B.FOLLOW AWI(ARCHITECTURAL WOODWORK INSTITUTE)ARCHITECTURAL WOODWORK QUALITY STANDARDS. SECURE AND APPROPRIATE FOR SUBSTRATE.
(helpful when matching patterns), USEng activators-Es`''enenal1V considered less METHODS OF REPAIR. COORDINATE WITH TENANTS CONSTRUCTION MANAGER. E.INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT LOCATIONS WHERE F. SPRINKLER HEADS IN SALES CEILINGS MUST BE CONCEALED/FLUSH TYPE(NO PENDANT MOUNTED HEADS ARE
2.REMOVE AND DISPOSE OF EXISTING FLOOR FINISHES WHERE INDICATED ON DEMOLITION PLAN. PART 2-PREPARATION/EXECUTION NECE55APY TO CONCEAL EDGE5 OF ACOUSTICAL UNITS. PERMITTED).
messy,minimizes learn splitting and reduces seam 11ting. 3.THOROUGHLY CLEAN FLOOR SLAB REMOVING CONDITIONS THAT WILL AFFECT BOND INCLUDING
F.INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEM,WITH EDGES CONCEALED BY SHEET�:
2, C'lealr Adhesives,ire either corn or wheat based.They're generally considered tet RESIDUE FROM REMOVAL OF ADHESIVES,UNDERLAYMENTS,STAINS,OILS,ETC. A.DO NOT DELIVER OR INSTALL ITEMS UNTIL BUILDING AND ROOMS RECEIVING SUCH ARE COMPLETED AND SUPPORT OF SUSPENSION,MEMBERS,SCRIBE AND CUT PANELS TO FIT ACCURATELY AT BORDERS AND G. SPRINKLER HEADS IN 24"x 24"CEILING TILES ARE TO BE CENTERED IN THE TILE.
4.REMOVE HIGH FLOOR LEVELS AND LOOSE CONCRETE. THOROUGHLY DRY AND FREE OF EXCESSIVE MOISTURE. PENETRATIONS.
have more open-dine and are iasier to Clean tip than clay-based adhesives.C:leai3' 5.ROUGH IN CONCRETE IN AREAS WHERE PATCHING I5 REQUIRED,SUCH AS CRACKED,5PALLED,OR B.MILLWORK AND CABINETRY MAY BE SHOP OR FIELD ASSEMBLED AT YCC OPTION. G.INSTALL HOLD-DOWN CLIPS IF REQUIRED BY CODE. H. SPRINKLER HEADS IN 48"x 24"CEILING TILES ARE TO BE CENTERED IN ONE HALF OF THE TILE(AS THOUGH IT WERE
1 ,adhesives,ire designed for both the retail cuS'tomer and CCtII mercial installer, HOLES DUE TO REMOVAL OF EXISTING WORK. C.INSTALL ITEMS IN A RIGID,STRAIGHT,PLUMB,LEVEL MANNER ACCURATELY FITTED AND SCRIBED TO H.GWB CEILINGS AND SOFFITS TO BE GIVEN A FLAT AND SMOOTH FINISH TO ACCEPT PAINT FINISH. A 24"x 24"CEILING TILE).
3. C'la'Adh.esive'S,like cleat'adhesives,are star h-ba rd,blit clay i`i ad.ded EES a filler 6.GRIND HIGH SPOTS. ABUTTING SURFACES. REFER TO SECTION 09250"GYPSUM BOARD SYSTEMS".
} 7.TRENCH ONLY AT SLAB ON GRADE. VERIFY AND GET APPROVAL OF TRENCH OR CORE LOCATIONS D.COUNTERSINK NAILS AND SCREW HEADS AND PATCH AND SAND SMOOTH. I. SPRINKLER HEADS SHALL HAVE A 2"OVERSIZE RING,SLEEVE OR ADAPTER THROUGH CEILING TILE TO ALLOW FREE
to iI1crease th.e wet-•tack.These are harder to clean.tip.than other Clear adhesives. WITH THE LANDLORDS REPRESENTATIVE AND MALL STRUCTURE PRIOR TO COMPLETING ANY WORK. E.CUTTING AND REPAIRING OF THI5 WORK FOR ACCOMMODATION OF WORK BY OTHERS SHALL BE DONE AS 09250 GYPSUM BOARD SYSTEMS MOVEMENT OF AT LEAST I"IN ALL HORIZONTAL DIRECTIONS.AS REQUIRED BY LOCAL CODE. �
CORE5 TO BE SEALED WATERPROOF. SEE SECT.07200"INSULATION AND WATERPROOFING"FOR PART OF MILLWORK RESPONSIBILITY. PART I -GENERAL END OF DIVISION
ADDITIONAL WATERPROOFING INFORMATION. F.FINISH WOODWORK SHALL BE DRESSED AND SANDED,FREE FROM MACHINE AND TOOL MARKS, A.FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH PARTITION FRAMING,CEILING
8.CLEAN AREAS REMOVING ALL WASTE MATERIAL,BROOM CLEAN. ABRASIONS,RAISED GRAIN OR OTHER DEFECTS. SUSPENSION SYSTEMS AND RELATED ACCESSORIES,PARTS,MATERIALS,ETC.AS SHOWN ON DRAWINGS AND
END OF DIVISION G.PROTECT FINISHED WORK UNTIL ACCEPTANCE BY TENANT. AS SPECIFIED.INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. FOR MECHANICAL,ELECTRICAL AND PLUMBING SPECIFICATIONS,REFER TO THE INDIVIDUAL MEP SHEETS.
A B C D E F G H J K L M N P Q
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A B C D E F G H J K L M N P Q
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WRITTEN DIMENSION � U F-
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GENERAL NOTES
Ladrda
10 1 . GENERAL CONTRACTOR'S SUPERINTENDENT IS TO CONFIRM ALL INSIDE FINISHED WALL ym PQN�-X;;;
TO FINISHED WALL DIMENSIONS. A BOX IS PROVIDED FOR SUPERINTENDENTS
CONFIRMATION DIMENSION. Cm LJLq=
2. ALL DIMENSIONS AS INDICATED ARE TO BE CONFIRMED, THE DRAWING SCANNED AND
EMAILED OR RETURNED OVERNIGHT TO YCC CONSTRUCTION PROJECT MANAGER YANKEE CANDLE CO.
WITHIN THREE DAYS OF CONSTRUCTION START APPLICABLE E-MAIL ADDRESS IS AS 16 YANKEE CANDLE WAY
FOLLOWS: CONSTRUCTION@YANKEE CANDLE.COM SOUTH DEERFIELD, MA 01373
3. GENERAL CONTRACTOR TO VERIFY FULL THICKNESS OF REAR WALL
STORE# 435
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FD H DECEMBER 21 , 2015
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REV.# ISSUE/DESCRIPTION DATE
;YCC REVIEW 11/20/2015
LL REVIEW 11/25/2015
-------------
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BLDG DEPT PLAN REVIEW 12/21/2015
3 1 3'-5 114" 16-8 3/4..
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2 1/4" P-1 3/4"
DRAWN BY: REVIEWED BY:
BPS BVW
PROJECT#
16.402
SHEET TITLE
2
SITE
47-03/4" VERIFICATION
PLAN
0
SHEET f
1 SITE VERIFICATION PLAN Gm005
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SCALE: 1/4"= 1'-0"
A B C D E F G H J K L M N P Q
2015 STARTER SET, VERSION 002, 2014-10-22 (OOG L)
A B C D E F G H J K L M N P Q
Yankee Candle Company GENERAL DEMOLITION NOTES
Master Graphics Schedule
kzm,\"'"�''' "' +'''" "'_'\`' 1 . CONTRACTOR SHALL COORDINATE WITH LANDLORD FOR DEMOLITION AND DISPOSAL OF
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CONSTRUCTION RELATED DEBRIS. Q
12 N
MAR}. DESCMPTIQN PROJECT TYPE € IMENS€ONS LOCAT#ON NOTES 00
Gt Arr�rita'�Sest€rc�vasi�:aEi�i€t.8•ar!ner USA - All€'�rel�t:�€Types 9.:fl°x3;�" Sic?�€ror!tBarr#�;tt3w 2. CONTRACTOR SHALL REMOVE ALL ABANDONED ELECTRICAL AND MECHANICAL MATERIALS, �
c -- - �-m , DEVICES, PIPES, CONDUITS, ETC. FROM PREMISES INCLUDING AREA ABOVE CEILING AND /�" Y1
�P�re�a Ali?'St€f? �r�it€3 FS?r7 i€L3icUt3 I>2r!ta@t USA - €`€f'W+ltaKra Fi#iU€E3>>3!tlt.�?tJ r200 X 12" Stomftont Baftic;.de V / lJ
G3� t3ei?rh ktata#R Jar tarar h?s,.it115 USA , All Projjwt Types � r` ,, r € C l ,. CONNECTION POINTS. Elf U � �
4£! x<";ii" �Y;?rr•.frnr~t#i.�arr#rarii3 Y?;s:;Lit?sf t?+s,e:rm!iFli. €ar.gra 3hi:...�s;}•!,ita;>.tic,.z,
G4 Pink Bank.,lar Graphic-:x1115 USA • All Pro3aact Taf:tas 46'x 66' Stomfrcnt&-arricasie YCC lr'+rig P-raphic C,:otnomat€rpt!. L J L1J J
# m 48 x66" 5tsrnfrontPwrtirada YCC WillDe;r > 3. REFER TO MECHANICAL, PLUMBING, ELECTRICAL DRAWINGS FOR SCOPE OF WORK. � � 0 0
Cx5 C€aan f.:�€lcn.lzr Graphic 20315 U..+� • ,�€€i'rn'ect Ty. :> \rst,+rtt.E;is Crap€1iw Ctrs 3a.eriatit�rt&
G6 Pure Ra-diame Graphic,-20:15 USA - All Pru#art'#wes 48'X c:6" Store tm Barricade YCC IPJ€li Determ.Ine Jar G taph=c Cor omatiun; 4. PROTECT ANY REUSED OR EXISTING EQUIPMENT FROM DAMAGE. Q = U Z
G? Kee f=oor Clear Graphic USA - A€Pt e:rt Tv e 69 x 36° #fat#crav s3 Floor x f3elc�M€ Eer Eric Paraas`s;
Q-1 irar!gaa Catift Banner Cma fa New Stagy 120'x 18" Stcrefio.t Barricade � U � 0
5. G.C. TO PROVIDE AND MAINTAIN A SECURE JOB SITE AT ALL TIMES AND ALL POINTS OF
C�# aalfa a�aa:'t Wait To f;t�!€�`ou Baazrse?• C,asaacle -- P3eev Sto?Fs 20+x"x 12" Storefront 6rttr€t:adet ry (D Z
11 0210 C3ppotun€iiestaaapht --2014 Canada - Now Store 18"x36, 53ore;fir"mtBarr€cade ENTRANCE DURING CONSTRUCTION. }- Q (V Q
G1", jVV&e S€it Domq A LimaWork Banner IUSA - R&vvabtins I 2010'x,12" I Stom-front Barricade Z
EQ. CL EQ. SEAL OFF TOP OF EQ. CL EQ. SEAL OFF TOP OF
BARRICADE WITH BARRICADE WITH
PLASTIC PLASTIC
GIGI Q
°r� a :. " a.�� : �': BARRICADE AND A t\ c a \;. ;` IYm
3 DOORS FINISH PER t ! _ DOORS FINISH PEP,MALL CRITERIA. "'� MALL CRITERIA.
COORDINATE WITH COORDINATE WITH Le
CAN m[f
r . ; \ ��a MALL MANAGEMENTmEEMALL MANAGEMENT
IS;G2 G2 YANKEE CANDLE CO.
EQ. E(�,' O o 16 YANKEE CANDLE WAY
.
SOUTH DEERFIELD MA 01373
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STORE# 435
TBD: G3, G4, G5 \ "` TBD: G3, G4, G5 TBD: G3, G4, G5
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9 � �o \. ;:>. : .; OR GG COORDINATE ` :.>: <>: OR GG COORDINATE \ OR GG COORDINATE
.....:: G I O , `: WITH YCC PM \\o ,. \ W MIMG 10 Ln
WITH YCC PM - ♦ WITH YCC PM
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EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ.
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8 STOREFRONT BARRICADE ELEVATION.
Q STOREFRONT BARRICADE ELEVATION
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EXISTING NEUTRAL PIER TO DEMOLISH AND DEMOLISH AND MALL BULKHEAD IS FORMED BY
REMAIN. PROTECT FROM REMOVE EXISTING REMOVE EXISTING SUSPENDED TRUSSES. BOTTOM OF
DAMAGE DURING WALL WALL TRUSS AT 12'-14" A.F.F. BASED ON
6 CONSTRUCTION — — — — — — — — — — — — — REVIEW OF SHELL BUILDING STRUCTURAL
--- � -- -------- ---- _ _ _ DRAWINGS, IT IS ASSUMED THAT NO
— ——— —————— r —— , COLUMNS AT STOREFRONT LEA5ELINE.
r r __ _ ____ _ r , I G.C. TO CONFIRM. NOTIFY YCC PM OF
DEMOLISH AND I I I L:---_ _ —————————— —— I I FINDINGS DURING I ST WEEK OF
J I I REMOVE EXISTING �� -��- ---- --_ --] I I I I CONSTRUCTION.
AV
——_—J DOOR AND FRAME L — J Q
DEMOLISH AND REMOVE � - -J
� ENTIRE EXISTING I Ow
II / STOREFRONT FROM
II /� PER
NEUTRAL
ND UI PTO MALTO L
I �,�� A
5 II BULKHEAD
DEMOLISH AND
REMOVE EXISTING DEMOLISH AND REMOVE ALL I JIMI.MY L. PO ERS
EXISTING FIXTURES, AND I
EXISTING RESTROOM TO REMAIN, INCLUDING: _ WALL FURNITURE I 568?
PLUMBING FIXTURES DOOR/ FRAME/ LOCK5ET, UNIVERSAL C Y TEXAS
TOILET PAPER ROLL HOLDER, GRAB BARS, VINYL r EXISTING COLUMN EXISTING COLUMN
TILE FLOOR FINISH, GYP BD CEILING, SPRINKLER I I AND ENCLOSURE AND ENCLOSURE
HEAD, FLOOR DRAIN, FRP WAINSCOT, VINYL , I I TO REMAIN. TO REMAIN.
WALL BASE, AND SIGNAGE. DEMOLISH AND I I PROTECT DURING PROTECT DURING I I0 F 0R
REMOVE EXISTING EMERGENCY LIGHT, CEILING
I CONSTRUCTION. CONSTRUCTION. I
4 LIGHT FIXTURE, EXHAUST FAN, IN5TA-HOT WATER I I I DEMOLISH AND DEMOLISH AND
HEATER, PAPER TOWEL ROLL HOLDER, AND SOAP I REMOVE ALL REMOVE ALL n I n I DRAWING DATE:
DISPENSER. PATCH AND/OR REPAIR WALLS AS I I EXISTING TRIM. EXISTING TRIM.
------- --------------- --- --------------- -- --- ---- --I------- ------- ------------ --- ----- - - - -------� ) 1I----- --- --------------- - -------------- - - - --------- DECEMBER 21 2015
REQUIRED TO RECEIVE NEW FINISH. FD I I I I I T II
O I I I I I I I I REV.I ISSUE/DESCRIPTION DATE
YCC REVIEW { 11/20/2015
;... -------------------------------------------------------
LL REVIEW 11/25/2015
EXISTING DEMI5II\1G WALL I I I I DEMOLISH AND REMOVE ALL EXISTING LIGHTING, GYP. BD. I II
BLDG DEPT PLAN REVIEW; 12/21/2015
TO REMAIN. PROTECT I I I I CEILING, A.C.T. CEILING, SOFFITS, BULKHEADS, EMERGENCY I I II Q
-----------------------------------------------------------------------
DURING CONSTRUCTION. EXISTING ( J LIGHTS, EXIST SIGNS, NON-SALVAGED DUCTWORK (SEE I I I II O
------------------------------------------------------------------
D
3 PREP FOR NEW FINISHES. ELECTRICAL I I I MECHANICAL DRAWINGS) AND AIR DIFFUSERS I I I II w
EQUIPMENT TO
----------------------------------------------------------------------------------
EXISTING DOOR REMAIN - SEE I I I II
ELECTRICAL
AND FRAME TO DRAWINGS DEMOLISH AND r—ISI I -------------------------
AND
- -
DEMOLISH AND __
REMAIN REMOVE EXISTING DEMOLISH AND REMOVE EXISTING REMOVE EXISTING r — -I I DRAWN BY: REVIEWED BY:
WALL FLOOR FINISH. PREPARE SLAB FOR WALL �-—— I i BPS BVW
NEW FINISH
/ I I I I CONSTRUCTION BARRICADE PROJECT�:
BY LANDLORD AT TENANT'S 16.402
�L EXPENSE SHEET TITLE
2 DEMOLITION
i
DEMOLISH AND PLAN
REMOVE EXISTING EXISTING DEMISING WALL � EXISTING NEUTRAL PIER TO
DOOR AND FRAME TO REMAIN. PROTECT REMAIN. PROTECT FROM DAMAGE
DURING CONSTRUCTION. DURING CONSTRUCTION
PREP FOR NEW FINISHES.
SHEET f
E1
DEMOLITION PLAN
SCALE: 1/4" = 1'-0" A� l 00
A B C D E F G H J K L M N P Q
2015 STARTER SET, VERSION 002, 2014-10-22 (008 B)