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04070028 Building Plans
............ I --------------I .............. I ....... ....... I--------------I-•-•--••-•••-•I............ ..I ............... I .............. I... .......... I ............... ..............I...••• -•-•-••.I..-••-••..... I••••--•-......I••-••--•••-••.I•. ............. + 1.. General Notes: 1, THE CONTRACTOR SHALL TAKE ALL NECESSARY FIELD MEASUREMENTS AND THE OTHERWISE VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS, INCLUDING THE CONTRACTORS, SUBCONTRACTORS, AND MANUFACTURERS SHOP DRAWINGS. SHOULD ANY ERROR OR INCONSISTENCY EXIST, THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK AFFECTED THEREBY UNTIL CORRECTIONS HAVE BEEN MADE. 2. CONSTRUCTION SHALL COMPLY WITH ALL CODES, STANDARD BUILDING PRACTICES AND REGULATIONS OF GOVERNING AUTHORITIES 3, VERIFY ALL WORK TO COMPLY WITH OWNER REQUIREMENTS. 4• DRAWINGS: ALL CONTRACTORS SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS IF INCLUDED. CONTRACTORS ARE RESPONSIBLE FOR COMPLETE REVIEW. ITEMS AFFECTING ALL TRADES ARE PLACE THROUGHOUT THE SET OF DRAWINGS. NO "EXTRAS" FOR MISSED ITEMS IN OTHER SECTIONS WILL BE PERMITTED. THE CONTRACTOR SHALLPROMPTLY NOTIFY THE ARCHITECT OF ANY AMBIGUITY, INCONSISTENCY OR ERROR WHICH THEY DISCOVER UPON EXAMINATION OF THE CONTRACT DOCUMENTS, THE SITE, OR LOCAL CONDITIONS. THE OWNER SHALL DISTRIBUTE COMPLETE SETS OF DRAWINGS TO ALL SUBCONTRACTORS. DO NOT SEPARATE DRAWINGS BY DISCIPLINE. DO NOT SCALE DRAWINGS, 5. COMPLETENESS: ANY MATERIAL OR LABOR, NEITHER SHOWN ON THE DRAWINGS, NOR SPECIFIED, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OF A SIMILAR NATURE OR TO COMPLY WITH ALL APPLICABLE CODES SHALL BE FURNISHED WITHOUT ADDITIONAL COST ATO THE OWNER OR THE ARCHITECT. IN THE CASE OF CONFLICTING QUANTITIES / VALUES, THE GREATER AMOUNT OR THE ONE OF GREATER VALUE SHALL PREVAIL AND BE PROVIDED BE THE CONTRACTOR AS PART OF HIS BASE CONTRACT AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL COMPENSATION. IN THE CASE OF CONFLICTING OR INCONSISTENT INFORMATION, THE MOST STRINGENT REQUIREMENTS SHALL PREVAIL AND BE PROVIDED BY THE CONTRACTOR AS PART OF HIS BASE CONTRACT AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL COMPENSATION. 6. PERMITS: EACH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, LABORS,' EQUIPMENT, ETC. AS MAY BE REQUIRED TO COMPLETE THEIR RESPECTIVE WORK' CATEGORY.' CONTRACTORS SHALL FORWARD' TO THE ARCHITECT A COPY OF ALL APPROVED PERMITS, DRAWINGS AND CODE COMPLIANCE ADDENDA WITH PLAN EXAMINERS COMMENTS WITHIN 48 HOURS OF RECEIPT OF THE SAME AT NO COST TO THE ARCHITECT. ANY ADDITIONAL WORK REQUIRED AS A RESULT OF THE ABOVE SHALL BE PROVIDED BY THE CONTRACTOR AS PART OF HIS BASE CONTRACT AND SHALL NOT BECOME A BASIS FOR CHANGE ORDERS OR CLAIMS FOR ADDITIONAL COMPENSATION IF THE CONTRACTOR FAILS TO 'COMPLY WITH PROVIDING THE APPROVED PLANS OR ADDENDA TO THE ARCHITECT. 7. INSURANCE: ; ALL CONTRACTORS SHALL OBTAIN "ALL RISK" INSURANCE, AND ALL CUSTOMARY STATUTORY INSURANCE, COMPREHENSIVE GENERAL LIABILITY, ETC.: THE ARCHITECT > AND THE OWNER SHALL BE NAMED AS INSURED PARTIES TO THE "ALL RISK" INSURANCE POLICY. $, SUBSTITUTIONS: NO SUBSTITUTION OF SPECIFIED MATERIALS OR EQUIPMENT WILL BE ACCEPTED UNLESS WRITTEN REQUEST FOR APPROVAL HAS BEEN RECEIVED BY THE ARCHITECT AND THE CONTRACTOR HAS RECEIVED WRITTEN APPROVAL BY THE ARCHITECT. 9. DOCUMENTATION: THE CONTRACTOR SHALL KEEP A RECORD OF ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS. THEY SHALL NEATLY AND CORRECTLY" ENTER IN COLOR PENCIL, ANY DEVIATIONS ON THE DRAWINGS AND SPECIFICATIONS AFFECTED AND SHALL KEEP THE DRAWINGS AVAILABLE :FOR INSPECTION. AN EXTRA SET OF CONSTRUCTION DOCUMENTS WILL BE FURNISHED FOR THE PURPOSE. 10. PROTECTION: ALL CONTRACTORS SHALL BE JOINTLY RESPONSIBLE FOR TAKING ALL STEPS NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY FROM DAMAGES DURING CONSTRUCTION AS REQUIRED BE LOCAL CODES. ALL CONTRACTORS SHALL ALSO BE RESPONSIBLE FOR PROJECT SECURITY FROM THE START OF THE WORK UNTIL THE OWNER ACCEPTS THE PROJECT AS TOTALLY COMPLETE. 11. DRAWINGS INDICATE THE MINIMUM STANDARDS, SHOULD ANY WORK INDICATED BE SUBSTANDARD TO ANY ORDINANCE, LAWS, CODES, RULES OR REGULATIONS BEARING ON THE WORK;, THE CONTRACTOR SHALL EXECUTE THE WORK IN ACCORDANCE WITH SUCH ORDINANCES, LAWS, CODES, RULES, OR REGULATIONS AS A PART OF HIS BASE CONTRACT WITHOUT INCREASE IN COST TO OWNER OR ARCHITECT. 12. ALL _ DIMENSIONS ARE TO ROUGH FRAMING, UNLESS OTHERWISE NOTED. 13. INTERIOR DIMENSIONS ARE FROM FACE OF MASONRY,' UNLESS OTHERWISE NOTED 14. ALL ANGLES ARE MEASURED IN INCREMENTS OF 45; UNLESS OTHERWISE NOTED 15. PRESERVATIVE—TREATMENT: ALL WOOD EXPOSED TO MOISTURE SHALL BE PRESERVATIVE PRESSURE TREATED WOOD. 16, ALL CONSTRUCTION INDICATED SHALL BE NEW, UNLESS OTHERWISE NOTED. 17. WHERE APPLICABLE TO THEIR SCOPE OF WORK, CONTRACTORS SHALL FIELD VERIFY ALL VERTICAL DIMENSIONS AND FLOOR LEVEL IN ORDER TO ENSURE' ALIGNMENT OF NEW FLOOR LEVEL WITH EXISTING. NOTIFY ARCHITECT AF ANY DISCREPANCIES. 18. MECHANICAL AND ELECTRICAL CONTRACTORS MUST COORDINATE WITH OTHER TRADES TO ASSURE COMPATIBILITY INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: A. STRUCTURAL LOADING B. POWER REQUIREMENTS C. CLEARING FOR INSTALLATION & MAINTENANCE 19. MECHANICAL' AND ELECTRICAL CONTRACTORS ARE FULLY RESPONSIBLE FOR THEIR OWN WORK IN TERMS OF BUT NOT LIMITED TO: ALL CODES, DIMENSIONS, COORDINATION WITH OTHER TRADES & ALL APPLICABLE MUNICIPAL AND OTHER GOVERNMENTAL APPROVALS. t Description: Project Address: Use Group Codes: Architect Owner MERCHANDISE 1425 W. CARMEL DRIVE M-MERCHANTILE International Building Code 2000 True North Architecture Meijer Inc. UCIAIL IVVMDGRirid* i ulatailb TITLE APG — ACOUSTICAL PANEL S-1 :SPECIFICATIONS BLOCK (CMU) BLANKET OR BATT A-1 4'=�'—o"""— DRAWING TITLE CPT — CARPET INSULATION SHEET NUMBER DRAWING SCALE S-2 :SPECIFICATIONS FACT GL CONCRETE CONCRETE GLASS OR PLASTIC FACTORY DETAIL NUMBER GLAZING N4 DETAIL SYMBOL 103 � AD -101 :ARCHITECTURAL DEMOLITION PLAN ' SAND FILL qg DOOR NUMBER GLASS SEALANT SHEET NUMBER MD -101 :MECHANICAL DEMOLITION PLANS GPDW — GYPSUM DRYWALL Final CERAMIC OR " offi MD -102 MECHANICAL DEMOLITION PLANS MEM REVISIONS: QUARRY TILE i ..., }; GYPSUM WALLBOARD 03� NOUMBERAME'; MTL = METAL O METALS N4 r SECTION A-101 FLOOR PLANS NA: - NOT APPLICABLE U C ai N E .t Co .- U �- FINISH WOOD : A-102 FLOOR FINISH PLAN, FINISH & PAINT SCHEDULES PT — PAINT QT' — QUARRY TILE ' A-103 :DOOR SCHEDULE, DETAILS &ELEVATIONS BLOCKING N4 TEMP = TEMPERED !may A-3INTERIOR ELEVATIONS : M-101 PHARMACY MECHANICAL, ELECTRICAL AND PLUMBING PLANS PLYWOOD M-102 :PHOTO LAB &PET MECHANICAL, ELECTRICAL AND PLUMBING PLANS VCT - VINYL 'COMPOSITE 'TILE %Aff WOOD M-103 REVISED ONE LINE DIAGRAM M-104 LIGHTING FIXTURE SYMBOL LEGEND f... .. ... 1.._...........I............................I.---..........I ...--•-- I-•-----.."..-I""-......---.I......--•----•I---...........�..............1 . E v L _ o LO V O ♦— d V a� E U � - LO c� s V T - 3 m 3 u- Lo s Lo o ��L0 Z F0 U .L v c � - N E ca �o(o L o E N m I-- Cm — JOB No. :J040249130 ISSUED FOR: Final DATE: 6/22/04 DRAWN BY: JMV CHECKED: MEM REVISIONS: Cm O M r .Z � ■� 2 CO . � U C ai N E .t Co .- U JOB No. :J040249130 ISSUED FOR: Final DATE: 6/22/04 DRAWN BY: JMV CHECKED: MEM REVISIONS: k 0 I r I a 1 I 18 . t . 17. 1 . . 16. 1. .15 1. 14. .1 . 13. .1. . . . . .1? . . I. 11 1 - - 10. I 9. I. . . . . . . 8 - 1 ?. .1. .6. 1. 5 - 1 4. .1. .3. 1. 2 _ _ _ _ j _ SECTION 08331 - OVERHEAD COILING DOORS PART 1 - EXECUTION 1. Welding Rods and Bare Electrodes: AWS A5.10. "Glazing." 1.1 FABRICATION . This Section uses the term Architect. Change this term as necessary to match the actual term used to identify the 1.1 INSTALLATION B. Glazing: As specified in Division 8 Section A. General: Fabricate automatic entrance door system components to designs, sizes, and . design professional as defined in the General and Supplementary Conditions. A. General: Install door and operating equipment complete with necessary hardware, jamb C. Sealants and Joint Fillers: Refer to Division 7 Section "Sealants and Caulking" for joints thicknesses specified and to comply with indicated standards. . * . PART 1 - GENERAL and head mold strips, anchors, inserts, hangers, and equipment supports according to at perimeter of entrance system. B. Prefabrication: Provide automatic entrance doors as prefabricated assemblies. Complete 1.1 RELATED DOCUMENTS Shop Drawings, manufacturer's written instructions, and as specified. D. Bituminous Paint: Cold -applied, asphalt -mastic paint complying with SSPC-Paint 12 fabrication, assembly, finishing, hardware application, and other work before shipment to Project Site: AA . A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1.2 ADJUSTING requirements, except containing no asbestos; formulated for 30 -mil (0.76 -mm) thickness 1. Do not drill and tap for surface -mounted hardware items until time of installation at Project Site. . 1 Specification Sections, apply to this Section. Revise below if weathertight installation is not required. per coat. 2. Perform fabrication operations, including cutting, fitting, forming, drilling, and grinding of metalwork (1) 2 E � . 1.2 SUMMARY doors: A. Lubricate bearings and sliding parts; adjust doors to operate easily, free from warp, twist, 1.2 AUTOMATIC ENTRANCE DOOR SYSTEMS A. General: Provide Manufacturer's in manner that prevents damage to exposed finish surfaces. For hardware, perform these operations o • A. This Section includes the following types of overhead coiling or distortion and fitting weathertight for entire perimeter. standard automatic entrance door system, complete before applying finishes. } • v ' 1. Counter doors. 1.3 DEMONSTRATION with doors sidelite and transom framin o erators, controls, activation devices, safe � 9, P ty 3. Form shapes with sharp p rp profiles, straight and free of defects or deformations, before finishing. L V � 0 CO B. Related Section includes Division 8 Section "Door Hardware" for lock cylinders and keying. A. StartupServices: Engage a facto authorized service representative to erform startup factory -authorized P PP devices, and accessories. Comply with the following: 4. Prepare corn components to receive concealed fasteners and anchor and connection devices. - } G ca� 1.3 DEFINITIONS services and to train Owner's maintenance personnel as specified below: 1. Configuration: Biparting sliding doors, with sidelite on each side of door. 5. Fabricate components with accurately fitted joints with ends coped or mitered to produce hairline " - -a C . • Retain definition per national association of garage door manufacturers below if "Performance Requirements" 1. Test and adjust controls and safeties. Replace damaged and malfunctioning controls a. Traffic Pattern: Two way. joints free of burrs and distortion. .� E " Article is retained. and equipment. b. Emergency Breakaway Capability: Doors only. C. Welding: Weld components to comply with referenced AWS standard. Weld before finishing V • r 3 CO . A. Operation Cycle: One complete cycle of a door begins with the door in the dosed position. The door is then 2. Train Owner's maintenance personnel on procedures and schedules related to startup c. Mounting: Between jambs. components to greatest extent possible. Weld in concealed locations to greatest extent possible to L is moved to the open position and back to the dosed position. and shutdown, troubleshooting, servicing, preventive maintenance, and procedures for 1.3 COMPONENTS minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed Q m 3 u_ B. 1.4 PERFORMANCE REQUIREMENTS testing and resetting release devices. A. Doors: Provide Manufacturer's standard 1 -3/4 -inch (44.5 -mm) thick glazed doors with surfaces by descaling or grinding. .B ' Delete paragraph below if no exterior doors or if counter doors only. the of tY loads 3. Schedule training with Owner with at least 7 days advance notice. minimum 0.125 -inch (3.2 -mm) thick, extruded tubular stile and rail members. Fabricate D. Glazing Channels: Provide minimum clearances for thickness and type of glass indicated "Glazing g ter- . A. Structural Performance: Provide overhead coilingdoors capable of withstands effects gravity and P n9 9 END OF SECTION 08331 y fastened reinforcing brackets or welding. comers with mechanical) f g y g Incorporate according to GANA's Manual.* c LO . the following loads and stresses without evidencing permanent deformation of door components: concealed tie -rods that span full length of top and bottom rails: E. Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action � y LO • B. Operation -Cycle Requirements: Design overhead coiling door components and operator to operate for not less 1. Glazing Stops and Gaskets: Provide Manufacturer's standard snap -on, by painting contact surfaces with primer or by applying sealant or tape recommended by O I. n . than 20,000 cycles: SECTION 08461 - SLIDING AUTOMATIC ENTRANCE DOORS extruded -aluminum, square glazing stops and preformed resilient glazing gaskets. manufacturer for this purpose. .90 Z - 1. Include tamperproof cycle counter. PART 1 - GENERAL 2. Stile Design: Medium stile; 3 -1/2 -inch (89 -mm) nominal width. F. Hardware: Install hardware, except surface -mounted hardware, at fabrication plant. Remove only r- U 0 • 1.5 SUBMITTALS 1.1 RELATED DOCUMENTS 3. Rail Design: 6 -1/2 -inch (165 -mm) nominal height as required for final finishing operation and for delivery to and installation at Project Site.o .9 (1) to • A. Refer to Division 1 Section "Submittal Schedule." A. Drawings and general provisions of the Contract, including General and Supplementary 4. Muntin Bars: Horizontal tubular rail member for each door, match stiles and rails. G. Doors: Fabricate doors in profiles indicated. Reinforce as required to support imposed loads and S . r _ a 11 ' 1.6 QUALITY ASSURANCE Conditions and Division 1 Specification Sections, apply to this Section. B. Framing Members: Fabricate from extruded aluminum or formed -aluminum sheet or for installing hardware. Factory assemble door and frame units: ° fD .A. Installer Qualifications: Engage an experienced installer who is an authorized representative of the overhead 1.2 SECTION INCLUDES plate: 1. Exterior Doors: Provide compression weather stripping at fixed stops. At locations without fixed �_ LO N m C coiling door manufacturer for both installation and maintenance of units required for this Project. A. This Section includes automatic entrance door systems operating as follows: Biparting 1. Main Extrusions: Minimum wall thickness of 0.125 -inch (3.2 mm). stops, provide sliding weather stripping retained in adjustable strip mortised into door edge. �- •c • B. Source Limitations: Obtain overhead coiling doors through one source from a single manufacturer. slidingoperation. P 2. Extruded Glazing Stops and Applied Trim: Minimum wall thickness of 0.062 -inch (1.6 H. Framing: Fabricate tubular and channel frame assemblies in configuration indicated, with welded PART 2 - PRODUCTS B. Related Sections include the following: mm). or mechanical joints according to manufacturer's standards. Provide subframes and reinforcement of . 2.1 MANUFACTURERS 1. Division 8 Section "Door Hardware" for lock cylinders. 3. Muntin Bars: Horizontal tubular rail members for sidelites; match stiles and rails. types indicated or, if not indicated, as needed for a complete system to support required loads: . • . A. Manufacturer: Subject to compliance with requirements, provide products by one of the foikrMng: 2. Division 8 Section "Glazing" for glazing requirements for automatic entrance doors. C. Headers: Fabricated from minimum 0.125 -inch (3.2 -mm) thick, extruded aluminum or 1. Exterior Framing: Fabricate components to drain water passing joints and condensation and • See Editing Instruction No. 1 in the Evaluations for cautions about naming products and manufacturers. 3. Division 16 Sections for electrical connections, including conduit and wiring. formed -aluminum sheet or plate. Conceal operator and roller track in header, providing moisture occurring or migrating within the system to the exterior. Provide anchorage and alignment ' Revise list of manufacturers below to suit Project. See table in Evaluations for door types available from each 1.3 DEFINITIONS access by means of hinged or removable access panel to permit service and adjustment. brackets for concealed support of assembly from the building structure. Allow for thermal expansion .- . manufacturer. A. Activation Device: Device that, when actuated, sends an electrical signal to the door Secure panel to prevent unauthorized access: of exterior units. . . 1. Atlas Door Corp.; Div. of Clopay Building Products Co. operator to open the door. 1. Concealed: Fabricate header to match depth of framing and to extend full width of door 1.2 ALUMINUM FINISHES • • 2. The Cookson Company. B. Safety Device: Device that prevents a door from opening or dosing. opening. A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for ' 3. Cornell Iron Works Inc. 1.4 PERFORMANCE REQUIREMENTS D. Carrier Assembly and Overhead Roller Track: Manufacturer's standard carrier assembly recommendations for applying and designating finishes. D. 4. Mahon Door Corp. A. General: Provide automatic entrance door systems that have the following capabilities that allows vertical adjustment; consisting of polyurethane -covered ball -bearing -center steel B. Finish designations prefixed by AA comply with the system established by the Aluminum •D 11 • 5. Overhead Door Corporation. based on testing Manufacturer's standard units in assemblies similar to those indicated for wheels operating on a continuous roller track, or ball -bearing -center steel wheels operating Association for designating aluminum finishes. • ' 6. Raynor Garage Doors. this Project: on a replaceable delrin-covered continuous roller track. Support doors from carrier C. Finish aluminum automatic entrance door system components to match adjacent aluminum curtain . 7. Wayne -Dalton Corp. 1. Thermal Movements: Provide automatic entrance doors that allow for thermal assembly by cantilever and pivot assembly: wall or storefront . 8. Windsor Door; A United Dominion Company. movements resulting from the following maximum change (range) in ambient and surface 1. Rollers: Minimum two ball-bearing roller wheels and two antirise rollers for each active D. Class I1, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as fabricated; • • 2.2 DOOR CURTAIN MATERIALS AND CONSTRUCTION temperatures by preventing buckling, opening of joints, overstressing of components, leaf. Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class 11, clear coating (0.010 . - A. Door Curtain: Fabricate overhead coiling door curtain of interlocking slats in a continuous length for width of failure of joint sealants, failure of connections, and other detrimental effects. Base E. Sills: Manufacturer's standard sill members and bottom guide system, with stainless-steel mm or thicker) complying with AAMA 607.1. . door without splices. Unless otherwise indicated, provide slats of material thickness recommended by door engineering calculation on surface temperatures of materials due to both solar heat gain ball -bearing -center roller wheels, and threshold and configuration indicated below: PART 2 - EXECUTION . manufacturer for performance, size, and type of door indicated, and as follows: and nighttime -sky heat loss. 1. Configuration: No threshold across door opening and surface -mounted, roller -guide 2.1 EXAMINATION . • Delete or revise subparagraph below to suit Project. Material is not applicable to fire -•rated assemblies. a. Temperature Change (Range): 120 degrees F (67 degrees C), ambient; 180 degrees F track system at sidelites. A. Examine conditions, with Installer present, for compliance with requirements for installation . ' 1. Aluminum Door Curtain Slats. ASTM B 209 (ASTM B 209M) or ASTM B 221 (ASTM B 221 M), alloy and temper (100 degrees C), material surfaces. F. Brackets and Reinforcements: Manufacturer's standard; compatible with adjacent tolerances, header support, and other conditions affecting performance of automatic entrance doors. . • E. recommended by aluminum producer and finisher for type of use and finish indicated: 2. Operating Temperature Range: Provide automatic entrance door operators capable of materials. Provide nonstaining, nonferrous shims for aligning system components. B. Proceed with installation only after unsatisfactory conditions have been corrected. .E . Select 1 of 2 or both subparagraphs below with any of 3 subparagraphs above. Coordinate with Drawings. operating between minus 10 degrees F and plus 120 degrees F (minus 23 degrees C and G. Fasteners and Accessories: Manufacturer's standard corrosion resistant, nonstaining, 2.2 INSTALLATION . • Flat -face slats are recommended for exterior and weathertight assemblies and are required for insulated slats. plus 49 degrees C). nonbleeding; compatible with adjacent materials: A. General: Comply with automatic entrance door Manufacturer's written installation instructions, . ' Insert requirements for slat dimensions, if critical. 3. Structural Performance: Provide automatic entrance doors capable of withstanding the 1. Reinforcement: Reinforce members as required to retain fastener threads. unless more stringent requirements are indicated. Do not install damaged components. Fit frame . . a. Provide manufacturer's standard flat -profile slats. effects of gravity loads and the following loads and stresses within limits and under 2. Exposed Fasteners: Do not use exposed fasteners, except for hardware application. For joints to produce hairline joints free of burrs and distortion. Rigidly secure nonmovement joints. Seal . . Delete subparagraph below if not required. conditions indicated: hardware application, use countersunk Phillips flat -head machine screws finished to match joints watertight . - Retain paragraph above for service doors. Retain paragraph below for counter doors. a. Basic Wind Speed: 25 miles per hour. framing members or hardware being fastened, unless otherwise indicated. B. Metal Protection: Where aluminum will contact dissimilar metals, protect against galvanic action -' B. Counter Door Endlocks: Manufacturer's standard locks on not less than alternate curtain slats for curtain 4. Air Leakage: Not more than 1.25 cfm/sq. ft. (6.4 Us x sq. m) of door area when tested at by painting contact surfaces with primer or by applying sealant or tape recommended by . .alignment and resistance against lateral movement. an inward pressure differential of 1.57 lbf/sq. ft. (75 Pa) according to ASTM E 283. H. Signage: Comply with ANSIBHMA A156.10. Manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against . Retain paragraph above for service doors. Verify and retain paragraph below for counter doors of most 5. Opening Force. �pl�C.witb " #oNowing maximum opening -force requirements for 1.4 DOOR OPERATORS corrosion by painting contact surfaces with bituminous paint. . • manufacturers. Revise paragraphs if both types of doors are required. locations indicated: A. General: Provide operators of size recommended by manufacturer for door size, weight, C. Entrances: Install entrances plumb and true in alignment with established lines and grades . ' C. Counter Door Bottom Bar: Manufacturer's standard continuous channel or tubular shape, either stsiniess-steel a. Exterior Doors: 15 lbf (67 N). and movement; for condition of exposure; and for long-term, maintenance -free operation without warp or rack of framing members and doors. Anchor securely in place. Lubricate operating .F F. or aluminum extrusions to suit of curtain slats. 1.5 SUBMITTALS under normal traffic load for a of occupancy indicated. Comply with the followin type P cY P Y 9 hardware and other moving parts: 9 Pa . . Retain subparagraph below with either paragraph above. For exterior doors, select weatherseals specked A. Refer to Division 1 Section "Submittal Requirements." 1. Type: Power operated, complying with ANSIBHMA A156.10. 1. Install surface -mounted hardware using concealed fasteners to greatest extent possible. • • elsewhere. 1.6 QUALITY ASSURANCE 2. Connections: Provide connections for power and control wiring. 2. Set tracks, header assemblies, operating brackets, and guides level and true to location with . ' Retain paragraph above for service door guides. Retain below for counter doors. A. Installer Qualifications: An experienced installer who is an authorized representative of 3. Adjustment Features: Operators shall be fully adjustable without removing entrance anchorage for permanent support. ' . D. Counter Door Curtain Jamb Guides: Fabricate curtain jamb guides of angles, or channels and angles of the automatic entrance door Manufacturer for both installation and maintenance of units doors, as follows: 3. Install components to drain water passing joints and condensation and moisture occurring or . - material and finish to match curtain slats, with sufficient depth and strength to retain curtain, to allow curtain to required for this Project: a. Adjustable speed, including opening, closing, and final dosing creep speed. migrating within the system to the exterior. - • operate smoothly, and to withstand loading. Provide continuous integral wear strips to prevent metal -to -metal 1. Maintenance Proximity: Not more than two hours nornal travel time from Installer's b. Adjustable time delay for length of time door remains open. D. Door Operators: Install door operator system, including control wiring, as follows: . ' contact and minimize noise of travel and removable stops on guides to prevent overtravel of curtain. place oProject f business to Pt Site. c. Automatic door re -open if stopped while closing. 1. Refer to Division 16 Sections for connection to electrical power distribution system. . 2.3 HOODS AND ACCESSORIES B. Source Limitations: Obtain automatic entrance doors through one source from a single 4. Microprocessor Control: System that automatically defines and sets opening and dosing E. Activation and Safety Devices: Install control devices and wiring, including connections to door . . Delete paragraph below if curtain and operating mechanism are concealed in soft Manufacturer. parameters. operators. . A. Hood: Form to entirely enclose coiled curtain and operating mechanism at opening head. Contour to suit end C. Welding Standards: Comply with AWS D1.2, "Structural Welding Code -Aluminum." 5. On/Off Feature: Provide on/off/hold-open switch to control electric power to operator. F. Glazing: Comply with installation requirements in Division 8 Section "Glazing," unless otherwise G brackets to which hood is attached. Roll and reinforce top and bottom edges for stiffness. Provide dosed ends D. ANSI/BHMA Standard: ANSI/BHMA A156.10, "Power Operated Pedestrian Doors." B. Electromechanical Operators: Self-contained overhead units, with power opening and indicated. -G and fascia for any portion of between jamb mounting projecting beyond wall face. Provide intermediate support E. UL Standard: Provide power door operators that comply with UL 325. closing mechanism indicated below and with checking in both opening and dosing cycles. G. Sealants: Comply with requirements in Division 7 Section "Sealants and Caulking" for installing 111111■i . brackets as required to prevent sag: F. Emergency Exit Door Requirements: Comply with requirements of authorities having Provide safety -release clutch for obstructed closing. Provide for manual sliding when sealants, fillers, and gaskets: • Delete subparagraph below if not required (non -fire -rated only). Clear and color -anodized finishes are available, if jurisdiction for automatic entrance doors serving as a required means of egress. power is off. Provide operator action as indicated: 1. Set continuous sill members and flashing in a full sealant bed to provide weathertight construction, ' desired. 1.7 PROJECT CONDITIONS 1. Closing Mechanism: Power operated. unless otherwise indicated. y • _ 1. Fabricate aluminum hoods, complying with ASTM B 209 (ASTM B 209M), alloy and temper recomirrended by A. Field Measurements: Verify automatic entrance door openings by field measurements 2. Mounting: Concealed. 2. Seal frame perimeter with sealant to provide weathertight construction, unless otherwise indicated . aluminum producer and finisher for type of use and finish indicated, and not less than 0.0324nch (0.8 mm) thick, before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication 1.5 ACTIVATION AND SAFETY DEVICES 2.3 FIELD QUALITY CONTROL • for aluminum doors. schedule with construction progress to avoid delaying the Work A. Microwave -Scanner Motion Detector: Self-contained motion detector consisting of a A. Inspection: After completing installation, an inspector certified by the American Association of ' ' Delete subparagraph above or below. Above is standard. Verify below, which is available for service doors, with 1. Established Dimensions: Where field measurements cannot be made without delaying microwave -scanner sensing device to activate door operator. Automatic Door Manufacturers shall test and inspect each automatic entrance door for compliance . manufacturer. the Work, establish opening dimensions and proceed with fabricating automatic entrance 1. Besam Eye -Cue. with applicable ANSI/BHMA standards: 0 2. Shape: Square. doors without field measurements. Coordinate wall construction to ensure that actual 2. Stanley SU -050. 1. Inspection Report: Submit report in writing to Construction Representative within 24 hours after H- Delete subparagraphs above and retain paragraph below for counter doors or fire -rated Counter door% with integral opening dimensions correspond to established dimensions. B. Infrared -Scanner Presence Detector: Self-contained scanner detector consisting of an inspection. •H 2 frame and optional sill available from some manufacturers. 1.8 MAINTENANCE SERVICE infrared presence -sensing device to detect obstruction and control door operator. B. Repair or remove and replace Work that does not comply with requirements. 2 Delete paragraph below ff no push -up -operated doors or push-up emergency operation. A. Maintenance: Beginning at Project completion, provide 12 months full maintenance by 1. Besam Eye -Cue. 2.4 ADJUSTING . B. Push/Pull Handles: For push -up -operated or emergency -operated doors, provide galvanized steel lifting skilled employees of automatic entrance door Installer. Include quarterly planned and 2. Stanley Stan -Guard. A. Adjust door operators, controls, and hardware for smooth and safe operation and for weathertight • handles on each side of door. preventive maintenance, repair or replacement of wom or defective components, C. Electrical Interlocks: Unless units are equipped with self -protecting devices or circuits, closure. J Delete subparagraph below if none. lubrication, cleaning, and adjusting as required for proper entrance door operation at rated provide electrical interlocks to prevent activation of operator when door is locked, latched, B. Readjust door operators and controls after repeated operation of completed installation (minimum O . Paragraph above is standard for push-up doors. Revise above if no padlock or if manufacturer's standard is bolt speed and capacity. Provide parts and supplies as used in the manufacture and installation or bolted. 300 cycles). Lubricate hardware, operating equipment, and other moving parts. "Operation • on one side. Paragraph below describes locking device with choice of location and operation; eoordrtate with of original equipment D. Opening -Width Control Switch: Two -position switch that in the normal position allows C. Review data in maintenance manuals with end user. Refer to Division 1 Section and • cylinder selected. Retain above or below or both, and revise to suit Project. handle, 1. Perform a safety inspection after each adjustment or repair, and at the end of the sliding doors to travel to full opening width and in the alternate position reduces opening to Maintenance Data 2.5 CLEANING AND PROTECTION r C. Fabricate locking device assembly with k)ck, spring-loaded dead bolt, operating cam plate, and maintenance period. Submit the completed inspection form to AETOS. a selected partial opening width. adjustable locking bar to engage through skits in tracks: 2. Perform maintenance, including emergency callback service, during normal working 1.6 HARDWARE A. Clean glass and aluminum surfaces promptly after installation. Remove excess glazing and J. Select 1 of 4 subparagraphs below with paragraph above or revise. hours. A. General: Refer to Division 8 Section "Door Hardware" for requirements for hardware sealant compounds, dirt, and other substances. Repair damaged finish to match original finish: .,l 1. Locking Bars: Single jamb side, operable from inside only. 3. Include 24 -hour -per -day, 7 -day -per -week emergency callback service. items other than those indicated to be provided by automatic entrance door Manufacturer. 1. Comply with requirements in Division 8 Section "Glazing" for cleaning and maintaining glass. Coordinate subparagraph below with hardware Sections. PART 2 - PRODUCTS B. Heavy -Duty Hardware: Provide units as indicated in size, number, and type B. Provide final protection and maintain conditions, including limiting construction traffic, that ensure . ' . 2. Lock cylinder is specified in another Division 8 Section. 2.1 MANUFACTURERS recommended by Manufacturer for entrances required. Finish exposed parts to match door automatic entrance doors are without damage or deterioration at time of Project completion. . • 2.4 COUNTERBALANCING MECHANISM A. Manufacturers: Subject to compliance with requirements, provide products by one of the finish, unless otherwise indicated. . 111111111111 ' A. General: Counterbalance doors by means of adjustable -tension steel helical torsion spring, mounted around a following: C. Emergency Breakaway Hardware: Provide release hardware that allows panel to swing END OF SECTION 08461 Z Mco J steel shaft and contained in a spring barrel connected to door attain with required barrel rings. Use 1. Biparting Sliding Units: out in the direction of egress to a full 90 degrees from any position in the sliding mode. 0 o . grease -sealed bearings or self-lubricating graphite bearings for rotating members. a. Besam Inc., Power -Glide AMD -4. Maximum force to open panel shall be 50 lbf (222 N) according to ANSI/BHMA A156.10. M� E c B. • Counterbalance Barrel: Fabricate spring barrel of hot -formed, structural -quality, welded or seamless b. Stanley Access Technologies; Div. of The Stanley Works, Dura -Glide 2000. Interrupt operation of breakaway panel operator while in the breakaway mode. SECTION 08582 - PASS WINDOWS N� ca co ' carbon -steel pipe, of sufficient diameter and wall thickness to support rolled -up curtain without distortion of slats c. Nabco Entrances Incorporated, GT1175 Sliding Doors. D. Deadlocks: Manufacturer's standard mortise hook bolt with five-ply laminated steel, PART 1 - GENERAL a v c mm ad. and to limit barrel deflection to not more than 0.03 in./ft. (2.5 /m) of span under full b 2.2 MATERIALS hk-shd thbolt, with ANSIBHMA Al6.5, Grade 1 requirements: hook-shaped aperow , co 1.1 RELATED DOCUMENTS 3 ai • K C. Provide spring balance of one or more oil -tempered, heat-treated steel helical torsion springs. Size springs to A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish 1. Cylinders: On door exterior, as specified in Division 8 Section "Door Hardware." A. Drawings and general provisions of the Contract, including General and Supplementary Conditions .K v • counterbalance weight of curtain, with uniform adjustment accessible from outside barrel. Provide cast -steel barrel indicated, complying with standards indicated below: 2. Two -Point Locking: Provide bottom bolt and mechanism that automatically throws and Division 1 Specification Sections, apply to this Section. U plugs to secure ends of springs to barrel and shaft 1. Extruded: ASTM B 221 (ASTM B 221 M). active -leaf bottom bolt into threshold when deadlock engages inactive leaf and that provides 1.2 SUMMARY . D. Fabricate torsion rod for counterbalance shaft of cold -rolled steel, sized to hold fixed spring ends and carry 2. Sheet and Plate: ASTM B 209 (ASTM B 209M). one -stage unlocking. A. This Section includes commercial pass windows. . torsional load. E. Compression Weather Stripping: Manufacturer's standard replaceable, compressible 1.3 SUBMITTALS Specifications • E. Brackets: Provide mounting brackets of manufacturer's standard design, either cast --iron or eokd-rolled steel gaskets of molded neoprene complying with ASTM D 2000 or molded PVC complying with A. Refer to Division 1 Section "Submittal Schedule.- J plate with bell -mouth guide groove for curtain. ASTM D 2287. Include bumper -type gaskets at door stops and laps. 1.4 QUALITY ASSURANCE •- . 2.5 FINISHES, GENERAL F. Sliding Weather Stripping: Manufacturer's standard replaceable weather stripping of A. Welding Standards: Comply with applicable provisions of AWS D1.2 "Structural Welding . . A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for wool, polypropylene, or nylon woven pile, with nylon -fabric or aluminum -strip backing, Code -Aluminum." . • recommendations for applying and designating finishes. complying with AAMA 701. Sliding weather stripping includes stripping at jamb, head, and 1.5 PROJECT CONDITIONS . ' B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they meeting rails where there is no stop or lap to receive compression weather stripping. A. Field Measurements: Verify dimensions by field measurements before fabrication. ' L are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. PART 2 - PRODUCTS :L . . Variations in appearance of other components are acceptable if they are within the range of approved Samples 2.1 MANUFACTURERS -- • and are assembled or installed to minimae contrast. A. Diebold Model # 121-70 combined drive-up/walk-up window with drawer Model # 120-40. ioB No. J040249130 • 2.6 ALUMINUM FINISHES B. Or equal as approved by Owner. Delete this Article if no aluminum components.. 2.2 MATERIALS issued FOR: Final . A. Finish designations prefixed by AA conform to the system established by the Aluminum Association for A. Aluminum: Alloy and temper recommended by Manufacturer for type of use and finish indicated, DATE: 6/22/04 designating aluminum finishes. complying with the requirements of standards indicated below: ' Revise paragraph below for color -anodized finish. Verify with manufacturers selected. 1. Sheet and Plate: ASTM B 209M. DRAWN BY:: JMV . B. Class II, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: 2. Extruded Bars, Rods, Shapes, and Tubes: ASTM B 221 M. cHEcicED: MEM • etched, medium matte; Anodic Coating: Architectural Class II, dear coating 0.010 mm a thicker) complying with 3. Extruded Structural Pipe and Tubes: ASTM B 429. P . AAMA 607.1. 4. Bars, Rods, and Wire: ASTM B 211M. REVISIONS: ' 2.7 MANUAL DOOR OPERATORS 5. Welding Rods and Bare Electrodes: AWS A5.10. M. Delete this Article if no manually operated doors. B. Glass: 1 -3/16 -inch clear, bullet resistant glass. . Revise paragraph below to suit Project. C. Sealants and joint fillers as specified in Division 7 Section "Sealants and Caulking" and in . Push-up door operation is recommended for service doors not more than 80 sq. ft. (7.5 sq. m) in area. Counter accordance with window Manufacturer's recommendations. door limitations are similar, but counter depth is also a factor. D. Bituminous Paint: Cold -applied asphalt -mastic paint complying with SSPC-Paint 12 requirements, . Push-up Operation: Design counterbalance mechanism so required lift or pull for door operation does not exceed except containing no asbestos, formulated for 0.762 -mm thickness per coat. . • - 25 lbf (111 N). 2.3 FINISHES _ 1a i 17. . . . . . .I . . . . . . 1s. . . . . . . I . . . . . . .15 . . . . . . i . . . . . . 14. . . . . . .I . . . . . . 13 . . . . . I. . . - . . .12 . . . . . i . . . . . . 11 . . . . . . .I . . . . . . 10. . . . . . .I. . . . . . .9 . . . . . . i . . . . . 6 A. Finish: Manufacturers standard clear anodic aluminum finish or satin stainless steel finish. PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with Manufacturers printed installation instructions. 1 . B. Metal Protection: Protect against galvanic action by painting contact surfaces with primer or b -- applying sealant or tape recommended by Manufacturer for this purpose. ' I C. Install plumb and true in alignment with established lines and grades without warp or rack. . D. Adjust hardware to operate smoothly. . END OF SECTION 08582 e.I .� . I e . . . i . . . . . . 5 . . . . . . .I . . . . . . .4 . . . . . . . I . . . . . . . a. . . . 1 . . . . . . . . . . . . . -ter $s1 I I I 0 I , I 18 I ?� . .I 16. . I . . . . . . .1. . . . . . . I. . . . . . . 14 . . .I 13 I . .12 I. 11 ?�. . I . . 9. I. 8 ? . . I . . 6. I. . . . . . . CONCRETE SPECIFICATIONS: FLOOR FINISH SPECIFICATIONS: HVAC SPECIFICATIONS A THE SUBGRADE UNDER THE CONCRETE SLAB SHALL BE MECHANICALLY 5 1 4. . . . . .I. .3. . I. . . . . . . 2 . . . . . . } . . . . . ?. . . . . _+ ELECTRICAL SPECIFICATIONS A T A. COMPACTED TO ACHIEVE A MINIMUM DENSITY OF 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY MODIFIED A. PRIOR TO APPLICATION OF UNDERLAYMENT AND ADHESIVE, THE CONCRETE FLOOR SLAB SHALL BE THOROUGHLY CLEANED OF ANY FOREIGN MATTER THIS INCLUDES DIRT, DUST, OIL, � Z. STEEL FITTINGS: A. GENERAL WORK: SPORT. BLOCK THICKNESS SHALL BE SAME AS INSULATION THICKNESS. TIE -WRAP EACH END OF SHIELD TO INSULATION. HE ELECTRICAL DRAWINGS AS SHOWN ARE SCHEMATIC AND DIAGRAMMATIC IN NATURE AND ARE INTENDED TO CONVEY SCOPE OF WORK INDICATING GENERAL ARRANGEMENT OF EQUIPMENT AND ELECTRICAL COMPONENTS. MANY OF THE • PROCTOR ANALYSIS (ASTM D1557-78). 2. SOAP, SILICON, OR ANY MATERIAL THAT WILL AFFECT 100 PERCENT ADHESION BETWEEN SLAB, a. THREADED, FLANGED, OR ROLL -GROOVED THAT ARE U.L. LISTED AND F.M. APPROVED. 1. ALL WORK SHALL BE COORDINATED CLOSELY WITH THE OTHER TRADES. EGGCRATE GRILLES OF 1/2 INCH x 1/2 INCH x 1/2 INCH REGISTER/GRILLES SHALL INDIVIDUAL COMPONENT PARTS MAY NOT BE INDICATED BUT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONT'R . B. • STRUCTURAL FILL MATERIALS FOR THE SUBGRADE SHALL BE CLEAN, WELL GRADED, GRANULAR MATERIAL, FREE OF DELETERIOUS MATERIALS, WITH HAVE STANDARD WHITE ENAMEL FINISH. ADHESIVE AND TILE. CONCRETE FLOOR SHALL BE CLEANED BY BROOM SWEEPING, SCRAPING, VACUUMING, AND WET MOPPING USING CLEAN POTABLE WATER WITH NO CHEMICALS OR ANY b. SADDLE -TYPE FITTINGS AND PLAIN END -TYPE FITTINGS ARE NOT 2. PROVIDE MISCELLANEOUS SUPPORTS AS REQUIRED FOR SUPPORT OF ALL .SHALL BE "QUICKRETE 5000" HIGH EARLY STRENGTH CONCRETE MIX FOR D TI INCLUDED FOR A COMPLETE AND OPERATIVE ELECTRICAL SYSTEM. ALSO REFER TO "GENERAL PROVISIONS" FOR ADDITIONAL RESPONSIBILITIES REQUIRED OF THE ELECTRICAL CONTRACTOR. ' 100% PASSING THE 3" SIEVE, 60-100% PASSING THE 1" SIEVE, 0-30% #1007 OR APPROVED EQUAL. MIX AND INSTALL PER MANUFACTURER'S DETERGENTS ADDED. DO NOT FLOOD SLAB, USE EXCESSIVE QUANTITIES OF WATER, OR ACCEPTABLE. EMAIL: phil.palm@zudchus.com MECHANICAL EQUIPMENT. SEE DRAWINGS FOR DETAILS. ZURICH INSURANCE CONTACTS: I. 1" THICKNESS • o PASSING THE NUMBER 100 SIEVE, AND 0-7 /o LOSS BY WASHING AS PER ASTM C-136 AND ASTM 0.117, LATEST EDITION. MATERIALS MUST BE B. TYPE OF FLOOR CLEANING COMPOUNDS. UNDERLAYMENT SHALL BE UTILIZED FOR LEVELING ROUGH OR UNEVEN SUBFLOORS. C. CAST ROLL -GROOVED FITTINGS THAT ARE U.L. LISTED AND F.M. 3• CONSTRUCT DUCTWORK TO NFPA 90A, 90B, AND 96 STANDARDS AND SMACNA. B. THE INSTALLATION SHALL COMPLY WITH ALL LAWS APPLYING TO ELECTRICAL INSTALLATIONS IN EFFECT, THE N.E.C., AND ALL LOCAL CODES & AUTHORITIES. • APPROVED BY TESTING CONSULTANT PER CUBIC FOOT. UNDERLAYMENT SHALL BE APPLIED TO THOROUGHLY CLEANED CONCRETE FLOOR SLABS APPROVED ARE ACCEPTABLE. WORKMANSHIP, MATERIALS, AND EQUIPMENT FURNISHED AND INSTALLED TO 2. CLOSED CELL ELASTOMERIC: ASTM C534; MAX. 'IC FACTOR OF 0.28 • C. INTERIOR SLABS TO BE PLACED ON A MINIMUM SUBBASE OF 4" SMOOTH, AND COMPACTED GRANULAR OR CRUSHED FILL MATERIAL (NO SAND) BE FREE FROM ALL DEFECTS AND SHALL MAKE GOOD ANY SUCH DEFECTS PER NOTE A ABOVE. d. WHEN GALVANIZED PIPING IS USED, ALL FITTINGS, JOINTS, HANGERS, 4. CONTRACTOR TO PROVIDE NEW FILTERS AFTER COMPLETION OF PROJECT IN C. ALL ELECTRICAL WORK SHALL BE COMPLETED IN A FIRST-CLASS, ORDERLY MANNER BY QUALIFIED LICENSED . . LEVEL TO ACHIEVE A MINIMUM DENSITY OF 95% MAXIMUM DENSITY AT OPTIMUM 1. WHEN UNDERLAYMENT MATERIAL IS INSTALLED OVER CONSTRUCTION/CONTRACTION JOINTS, WH ARE, AND SUPPORT STEEL SHALL ALSO BE GALVANIZED. F.P.C. SHALL USE THE DENSITIES GIVEN ON THE PLANS FOR COMPUTING HYDRAULIC CALCULATIONS. EXISTING RTU. CONTRACTOR TO VERIFY CONDITION OF RTU BELTS, SHEAVES, ELECTRICIANS EXPERIENCED IN INSTALLING RESPECTIVE MATERIALS AND EQUIPMENT, AND SHALL BE TESTED IN ' MOISTURE CONTENT AS DETERMINED BY MODIFIED PROCTOR ANALYSIS IT MUST BE SAW CUT ON THE CONSTRUCTION/CONTRACTION JOINT LINE TO ALLOW SLAB J. SPRINKLER HEADS 75 DEGREES F,1 INCH THICK, 3 POUNDS PER CUBIC FOOT. PULLEYS &REFRIGERANT CHARGE. GREASE ANY BEARINGS. REPORT ANY PATCHING MATERIAL. REMOVE ALL WATER AND DUST PRIOR TO INSTALLATION 1. ACCORDANCE BY THE STANDARDS OF U.L. AND MANUFACTURED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL B. (ASTM D1557-78) TO RECEIVE A CONSISTENT THICKNESS OF CONCRETE. MOVEMENT. OF FILL MATERIAL. DEFICIENCIES TO MEIJER PM/S SUPERVISOR. MANUFACTURERS ASSOCIATION STANDARDS (NEMA) WHERE SUCH A STANDARD HAS BEEN ESTABLISHED FOR THE • D. REINFORCING STEEL TO BE AS FOLLOWS: 1. STEEL PIPE: 2. ALL UNDERLAYMENT SPECIFIED SHALL BE MANUFACTURED BY "ARDEX' CORPORATION. NO 1. AREAS WITH CEILINGS: 5. CONTRACTOR SHALL TEST, ADJUST AND BALANCE ALL AIR SYSTEMS INCLUDING MAXIMUM DEPTH OF 1/2', THUS PROVIDING A UNIFORM DEPTH AND FIRM BONDING PARTICULAR MATERIAL AND EQUIPMENT. .SUBSTITUTIONS 1) STEEL BARS: ASTM A615, GRADE 40 AND GRADE 60 AS REQUIRED. NO AIR DUCTWORK WITHIN 10 FEET OF ROOFTOP UNITS. EXCEPTION: NO LINER SHALL OR EXCEPTIONS WILL BE PERMITTED. FOLLOW MANUFACTURER'S WRITTEN PROCEDURES FOR INSTALLATION. a. SPRINKLER HEADS SHALL BE CHROME PLATED BRASS PENDANTS WITH TWO-PIECE CHROME PLATED ESCUTCHEONS. FURNISH 286"FWORK. ROOFTOP UNIT SYSTEMS, EXHAUST AND TRANSFER FAN SYSTEMS, HOOD EXHAUST D. THE E.C. SHALL BE RESPONSIBLE FOR ALL EQUIPMENT NECESSARY FOR THE INSTALLATION OF THE ELECTRICAL ' D. . RUST, PAINT, OR LOOSE SCALE. (SCHEDULEN b. WELDED OR GROOVED: LIGHTWALLL (SCHEDULE 10) PIPE FOR 2 INCH 10) TO BE FREE FROM DEFECTS AND SHALL MAKE GOOD ANY SUCH DEFECTS THAT BECOME APPARENT WITHIN THAT TIME. RATED HEADS, EXCEPT WHERE NOTED. OR HOOD AIR CURTAINS. SUPPLY AND AIR CURTAIN SYSTEMS TO REQUIRED AIR QUANTITIES SHOWN ON 1) DAYTON SUPERIOR CORPORATION - PERMA PATCH ALL FASTENING DEVICES CONNECTED TO STRUCTURAL SUPPORTS FOR CONDUIT SHALL BE OF THE CLAMPING TYPE • • 2) REINFORCING ACCESSORIES: CHAIRS, TIES, SPACERS, ETC., AS RECOMMENDED BY ACI -315, OR AS OTHERWISE REQUIRED FOR C. DUCTWORK DIMENSIONS INDICATED ARE NET INSIDE DIMENSIONS REQUIRED FOR 3. USE'ARDEX" SD -P TROWEL -ON UNDERLAYMENT FOR LEVELING ALL AREAS FROM 114' TO FEATHEREDGE. USE "ARDEX' K-15 FOR LEVELING AREAS W/DEPTHS GREATER THAN 114'. 2. AREAS WITHOUT CEILINGS (EXPOSED BLDG. STEEL): cTHREADING OF LIGHTWALL PIPING IS NOT ACCEPTABLE C. DRAWINGS OR SCHEDULES. ADJUST AIR HANDLING SYSTEMS TO PLUS OR MINUS 10 PERCENT FROM FIGURES INDICATED. TYPICAL OF: "SUPERSTRUT"; #M-778, "MINERALLAC"; 700 SERIES W/ B SERIES CONDUIT CLAMP, "B -LINE"; BC1 SERIES W/ BL "ERICO/CADDY"; I PROPER CONSTRUCTION. . ALL AREAS REQUIRING "ARDEX' K-15 MUST BE PRIMED WITH "ARDEX' P-51 PRIMER. ALL ' E. PRIOR TO INSTALLING PATCHING MATERIAL, A BONDING AGENT MUST FIRST BE SERIES CONDUIT CLAMP, BC SERIES W/ CD SERIES CONDUIT CLAMP. STRUT WITH STRUT CLAMPS AND . 3) WELDED WIRE FABRIC: ASTM A185. NO RUST, PAINT, OR LOOSE SCALE. ADHESIVE: WATERPROOF FIRE-RETARDENT. WHERE FIRE HAZARDS EXIST, USE ADHESIVE AREAS REQUIRING "ARDEX" SD -P MUST BE PRIMED WITH'ARDEX' P-82 PRIMER. NOTE: NO a. SPRINKLER HEADS SHALL BE STANDARD BRASS UPRIGHTS. FURNISH 286AF RATED HEADS, EXCEPT WHERE NOTED. 6 SUBMIT SHOP DRAWINGS AND PRODUCT DATA GROUPED TO INCLUDE COMPLETE STRUT STRAPS ARE ALSO ACCEPTABLE. IN NO CASE SHALL ANY BUILDING STRUCTURAL MEMBER BE DRILLED WITHOUT . FLAT SHEETS ONLY. THE INTERIOR AND THE EXTERIOR OF THE PIPE. PRIMER IS NEEDED WHEN UTILIZING SD -P & K-15 ON NEW CONCRETE SLABS. SUBMITTALS OF RELATED SYSTEMS., PRODUCTS AND ACCESSORIES IN A SINGLE SUBMITTAL. BE FROM SAME MANUFACTURER. THE APPROVAL OF MEIJER PROPERTY MANAGEMENT & SERVICES SUPERVISOR. THE USE OF SUPPORTING HARDWARE E. PLACEMENT OF REINFORCING STEEL: C. FLOOR TILE AND ADHESIVE MUST BE MAINTAINED AT 65 DEGREES F FOR A MINIMUM OF THREE 3. APPROVED HEAD SHALL BE ARRANGED PER NFPA-13 STANDARDS AND UNITED STATES OF AMERICA. AND OPERABLE SYSTEM. ATTACHED TO THE WIRES OR GRID OF THE SUSPENDED CEILING IS SPECIFICALLY PROHIBITED. C 1) CLEAN REINFORCEMENT, REMOVING MILL, RUST SCALE AND COATINGS THAT WILL DESTROY OR REDUCE BOND. DAYS BEFORE INSTALLING.BY , K HANGERS SHALL BE PROVIDED BY THE F.P.C. IN ACCORDANCE WITH NFPA 13 7. MERCURY RECYCLING. CONTRACTOR SHALL CONTACT "ENVIRONMENTAL RECYCLING" FOR THE SALVAGE OF RTU/AHU THERMOSTATS. 1-800-284-9107 OR 419-269-1493. E. IN ALL AREAS OPEN TO THE PUBLIC, ALL NEW CIRCUITS SHALL BE RUN IN CONDUIT CONCEALED WITHIN WALLS, UNLESS ' 2} WHEN PLACING WELDED WIRE FABRIC, PLACE IN ACCORDANCE WITH D. THE FLOORING CONTRACTOR SHALL PROVIDE ALL FLOORING ADHESIVEIMASTIC AS FOLLOWS: STANDARDS. HANGERS SHALL BE GALVANIZED STEEL FOR DRY OR PREACTION OTHERWISE NOTED. CONDUITS CONCEALED WITHIN WALLS SHALL BE ELECTRICAL METALLIC TUBING (EMT). ALL BACKROOM . PORTLAND CEMENT ASSOCIATION, USING CHAIRS OR DOBIES TO 1. ARMSTRONG STANDARD EXCELON VINYL COMPOSITION TILE (V.C.T.) TO BE INSTALLED USING SYSTEM. WHERE PIPING 3' OR LARGER RUNS PARALLEL TO JOIST, SUPPORT B. DUCTWORK MATERIALS: AREAS INCLUDING STOREROOMS, MECHANICAL ROOMS, AND ELECTRICAL ROOMS SHALL BE RUN IN EXPOSED CONDUIT. . POSITION FABRIC IN THE TOP 113 OF SLAB; SPACE CHAIRS MAXIMUM .9 ARMSTRONG S-515 ADHESIVE ONLY, THIS INCLUDES TILE -ON AND NEW CONSTRUCTION. FROM A MINIMUM OF TWO (2) JOISTS. HANGERS SHALL BE SUPPORTED AT IN BACKROOM AREAS, CONDUITS RUN FROM FINISHED FLOOR TO 48" ABOVE FINISHED FLOOR SHALL BE INTERMEDIATE . OF SIX (6) FEET ON CENTER IN BOTH DIRECTIONS. HOOKING AND JOIST PANEL POINTS AND TOP CHORDS. 1. GALVANIZED STEEL DUCTS: ASTM A525 OR ASTM A527 GALVANIZED STEEL METAL CONDUIT (IMC) OR RIGID GALVANIZED CONDUIT (RGC). CONDUIT RUNS ABOVE 48" A.F.F. SHALL BE EMT, UNLESS . LIFTING WELDED WIRE FABRIC INTO POSITION IS NOT ACCEPTABLE. WELDED WIRE FABRIC WITH END AND SIDE LAPS OF NOT LESS 2. ARMSTRONG SAFETY ZONE L SLIP -RETARDANT TILE TO BE INSTALLED USING ARMSTRONG #S-230 ADHESIVEVE ONLY, NO TILE -0N INSTALLATION OF SLIP -RETARDANT L. PLANTING IN AREAS WITHOUT CEILINGS (EXPOSED BLDG. STEEL): SHEET, LOCK -FORMING QUALITY, HAVING ZINC COATING OF 1.25 OUNCES NOTED OTHERWISE. EMT CONDUIT FITTINGS SHALL BE COMPRESSION STEEL WITH INSULATED THROAT CONNECTORS. NEW -.PLACE . THAN SIX (6) INCHES AND SHALL BE CONTINUOUS THROUGH CONTRACTION TILE WILL BE ACCEPTABLE. PER SQUARE FOOT FOR EACH SIDE IN CONFORMANCE WITH ASTM A90. CONDUCTORS SHALL BE MINIMUM 12 AWG THHIWTHWN; STRANDED COPPER. ALL CONDUITS RUN IN AND THRU COOLERS & • JOINTS. 1. LUSTERLESS (FLAT) EMULSION FINISH. (LOW PRESSURE SUPPLY, GENERAL EXHAUST, COMBUSTION, RETURN, & OUTDOOR AIR) FREEZERS SHALL BE SEALED WITH DUCT SEAL. ' 3) LAP DEFORMED BARS SUFFICIENTLY TO DEVELOP MAXIMUM STRESS OF BAR. SPLICING SHALL NOT BE MADE AT POINTS OF MAXIMUM STRESS, 3. THE FLOORING CONTRACTOR SHALL INSTALL ARMSTRONG STANDARD EXCELON V.C.T. UNDER ALL REFRIGERATED CASES. THE FIRST TWO FULL TILES AROUND THE PERIMETER ADHESIVE. ADHESION 2• PRIMER (FOR SHOP -PRIMED &FERROUS METAL): CHECK RUST PRIMER 073-434 2. STEEL DUCTS: ASTM A366 STEEL, SHEET, CARBON, COLD ROLLED, COMMERCIAL QUALITY. F. THE E.C. SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING PERTAINING TO THE ELECTRICAL INSTALLATION, UNLESS . NOR SHALL ADJACENT BARS BE SPLICED AT SAME POINT. MAINTAIN OF ALL REFRIGERATED CASES SHALL BE INSTALLED USING ARMSTRONG #S-230 ARMSTRONG REFRIGERATED ADHESIVE SHALL BE USED FOR ALL ARMSTRONG STANDARD (KITCHEN EXHAUST IN CEILING AREAS). STAINLESS STEEL ASTM A167 TYPE 304 OTHERWISE NOTED. D. DOWELS LEVEL, STRAIGHT AND TRUE AS REQUIRED. V.C.T. OUTSIDE OF THIS AREA. 3. PRIMER (GALVANIZED METAL): HYDRO -PRIME 073.980 (EXPOSED KITCHEN EXHAUST- NO CEILING AREAS.) USE CONTINUOUS EXTERNAL ' F. CONCRETE MATERIALS TO BE AS FOLLOWS: 4. FINISH COAT: DRY FALLOUT FLAT ALKYD 013-191. COLOR TO G. THE E.C. SHALL PROVIDE ALL SYSTEMS COMPLETE AND IN PROPER WORKING ORDER, AND GUARANTEE FOR A PERIOD OF 1) DESIGN OF MIXTURE: DESIGN IN STRICT ACCORDANCE WITH ACI 21 1.1, 4. SHEET VINYL FLOORING AND SPECIALTY FLOORING, MUSTS INSTALLED PER FLOORING MANUFACTURERS RECOMMENDED INSTALLATION METHODS AND RECOMMENDED ADHESIVE. MATCH BLDG. STEEL. ONE YEAR ALL WORKMANSHIP, EQUIPMENT, WIRING AND MATERIALS (EXCEPT LAMPS) FURNISHED AND INSTALLED BY THE . ACI 318, AND ASTM C94 3. INSULATED FLEXIBLE DUCTS: USE ON ALL SUPPLY AIR FLEXIBLE DUCTS. E.C. TO BE FREE FROM ALL ELECTRICAL AND MECHANICAL DEFECTS, AND SHALL REPAIR OR REPLACE ANY SUCH DEFECTS • 2) CEMENT TYPE: PORTLAND CEMENT, ASTM C150 TYPE I, II, OR III 5. NEW TILE INSTALLATION IN REMODELS AND RENOVATIONS, CONTRACTOR TO REMOVE FLEXIBLE DUCT WRAPPED WITH FLEXIBLE GLASS FIBER INSULATION, ENCLOSED THAT BECOME APPARENT IN THAT TIME. • PROVIDED FROM ONE SUPPLIER EXISTING FLOORING AND ACCOMPANYING ADHESIVE. CLEAN CONCRETE SLAB BY MEANS BY SEAMLESS, ALUMINUM PIGMENTED, PLASTIC VAPOR -BARRIER JACKET; MAXIMUM 3) MAXIMUM SIZE AGGREGATE: COARSE AGGREGATE, LOW SHRINKAGE OF SCRAPING, SANDING OR SHOTBLASTING, SO THAT 80% OF THE CONCRETE SLAB OF PLUMBING SPECIFICATIONS 0.23 K -VALUE AT 75 DEGREES F. FLEXIBLE DUCT LENGTHS NOT TO EXCEED 5 FT. H. THE EXISTING CIRCUITS SHOWN WERE OBTAINED FROM AVAILABLE ENGINEERING DRAWINGS AND ARE FOR INFORMATION ' . TYPE, ASTM C-33, SIZE #467, 1 112" TO #4. THE OVERALL AREA IS EXPOSED. ONLY. EXISTING CIRCUITRY AND RELATED CONDITIONS SHALL BE FIELD VERIFIED. UPON PROJECT COMPLETION THE E.C. 4) SLUMP RANGE: 4' PLUS OR MINUS 1", AT POINT OF PLACEMENT. E. THE FLOOR TILE MANUFACTURER'S APPROVED NOTCHED STANDARD TROWEL MUST BE USED A, ALL MATERIALS SHALL BE NEW AND CONFORM WITH APPLICABLE ASTM 4. FLEXIBLE DUCTS: INTERLOCKING SPIRAL OF GALVANIZED STEEL OR ALUMINUM SHALL PROVIDE NEW TYPED PANEL DIRECTORY TO REFLECT CORRECT CIRCUITRY. THE EXISTING PANEL DIRECTORY SHALL 5) MIX PROPORTIONING: 3500 P.S.I. (AT 28 DAYS) WITH THE TILE MASTIC SPECIFIED. ONLY DISPOSABLE TROWEL BLADES WILL BE ACCEPTED. NO ANSIAND ASME STANDARDS , CONSTRUCTION OR FABRIC SUPPORTED BY HELICALLY WOUND STEEL WIRE OR NOT BE REMOVED DURING THIS TRANSITION. FINAL PAYMENT TO THE E.C. SHALL NOT BE MADE UNTIL PANEL DIRECTORY E. 6) RATE OF HARDENING. CONCRETE IS DESIGNED ASSUMING NORMAL RATE HARDENING. WHEN CURING AIR IS ABOVE 90 DEGREES SELF -NOTCHED TROWELS WILL BE ACCEPTED. THE FLOOR TILE CONTRACTOR SHALL HAND TROWEL ALL MASTIC TO THE CONCRETE SLAB, NO OTHER METHODS OF APPLICATION WILL BE . B. THE INSTALLATION SHALL COMPLY WITH ALL LAWS APPLYING TO FLAT STEEL BANDS; RATED TO 2 INCH WG POSITIVE AND 1.5 INCHES NEGATIVE FOR LOW PRESSURE DUCTS. FLEXIBLE DUCT LENGTHS NOT TO EXCEED 5 FT. REPLACEMENT IS COMPLETED. . E HARDENING RATE SHALL BE RETARDED. WHEN AIR TEMPERATURE EN ACCEPTABLE. PLUMBING INSTALLATIONS IN EFFECT, ALL APPLICABLE CODES, AND (LOW PRESSURE SUPPLY) I. THE E.C. SHALL COORDINATE WITH THE GENERAL CONTRACTOR; THE PAINTING OF ALL EXPOSED ELECTRICAL CHASE, ' IS BELOW 50 DEGREES F., HARDENING RATE SHALL ACCELERATED. F. THE CONTRACTOR MUST ENSURE PROPER ADHESION SET TIME WITH PARTICULAR INTEREST AND ACCEPTED STANDARDS OF GOOD PLUMBING PRACTICE. CONDUIT, J -BOXES, UNISTRUT, AND THREADED ROD SUPPORTS. NEW CONDUIT, J -BOXES, UNISTRUT, AND THREADED ROD ' IN AGENTS USED FOR THE ACCELERATING RETARDING PROCESS ATTENTION PAID TO THE BUILDING ENVIRONMENT. ADHESIVE SHALL'SET NATURALLY, FANS AND C. ALL WORK SHALL BE ACCOMPLISHED IN THE BEST POSSIBLE MANNER 5. FASTENERS: RIVETS, BOLTS, OR SHEET METAL SCREWS. SUPPORTS EXPOSED AT THE CEILING SHALL MATCH THE CEILING COLOR, AND CONDUIT EXPOSED ALONG WALLS SHALL IE SHALL FIRST BE SUBMITTED TO AND REVIEWED BY THE MEIJER HEATERS ARE NOT PERMITTED. BY OR UNDER THE SUPERVISION OF A LICENSED PLUMBER. MATCH THE WALL COLORS, UNLESS OTHERWISE NOTED. - G. PROPERTY DEVELOPMENT DEPARTMENT. FINISH INTERIOR SURFACES WITH STEEL TROWEL, SMOOTH AND LEVEL IN G. ALL SPECIALTY TILE TO BE ROLLED PER MANUFACTURER'S DIRECTIONS. D. PIPING ABOVE GRADE 6. SEALANT: NONHARDENING, WATER-RESISTANT, FIRE -RESISTIVE, COMPATIBLE WITH MATING MATERIALS; LIQUID USED ALONE OR WITH HEAVY TAPE OR HEAVY MASTIC. J. UNLESS A SPECIFIC PANEL IS INDICATED ON THE ELECTRICAL DRAWINGS, THE E.C. MAY OBTAIN POWER (WITH THE DESIGN • .H. (2) OR MORE PASSES, EXTERIOR SURFACES TO HAVE BROOM FINISH. H. ALL EQUIPMENT (le: LIFTS, HILOS, TOOL CRIBS, ETC.) SHALL BE KEPT OFF NEW FLOOR TILE 1. HOT AND COLD WATER PIPING: ASTM B88 TYPE L HARD -DRAWN ENGINEERS APPROVAL) FROM THE NEAREST NON -EMERGENCY ELECTRICAL PANEL OF THE DESIRED VOLTAGE; LIGHTING CURING: PROTECT EXPOSED SURFACES of CONCRETE FROM PREMATURE INSTALLATIONS. NO WET WASHING OR SCRUBBING OF TILE FOR AT LEAST 5 DAYS AFTER COPPER. FITTINGS SHALL BE ANSUASME 816.22 WROUGHT COPPER 7. HANGER ROD AND STRAP: GALVANIZED STEEL; RODS SHALL BE THREADED BOTH ENDS, PANELS SHALL BE USED FOR LIGHTS ONLY. DRYING AND/OR EXCESSIVE SHRINKAGE. IF EXCESSIVE SHRINKAGE SHOULD OCCUR, REPLACE OR REPAIR AFFECTED WORK AS DIRECTED BY THE MEIJER INSTALLATION. NO STRIPPING OR WAXING OF TILE WILL BE PERMITTED FOR A MINIMUM OF SEVEN DAYS AFTER INSTALLATION. OR ANSI/ASME 816.18. JOINTS SHALL BE ANSVASTM B32 W H_TIN- THREADED 1 END, OR CONTINUOUSLY THREADED. . ANTIMONY SOLDER AND LEAD-FREE FLUX. ALL HOTWATER SUPPLY K. WHEN THE DRAWINGS INDICATE THAT THE E.C. SHALL DISCONNECT A PIECE OF EQUIPMENT, THE E.C. SHALL REMOVE F. PROPERTY DEVELOPMENT DEPARTMENT. I. ALL NEW FLOORING BEING INSTALLED SHALL MATCH EXISTING FLOORING. COLOR MATCH MUST ANO RETURN PIPING SHALL BE TYPE L HARD DRAWN COPPER. D. DUCTWORK ACCESSORIES: WIRING BACK TO POWER SOURCE AND TURN CIRCUIT BREAKER TO "OFF' POSITION. WHEN THE DRAWINGS INDICATE THAT 2 SANITARY WASTE AND VENT: PVC PIPE SHALL BE USED (SEE PIPING THE E.C. SHALL REMOVE A CIRCUIT BREAKER FROM AN EXISTING PANEL, THE E.C. SHALL PROVIDE AND INSERT A "BLANK LEAST 1' OF SAND AND KEEPING THE SAME CONTINUOUSLY DAMP, OR BY COVERING FLOOR WITH CONTINUOUS VAPOR BARRIER SUCH AS 4 MIL WHITE DIRECTOR. CONTRACTOR SHALL PROVIDE QUANTITIES OF FLOOR TILE FOR MORE THAN 90 SQUARE FEET. STORE TO PROVIDE TILE IF LESS THAN 90 SQUARE FEET. BELOW GRADE FOR SPEC.). WHERE INDICATED ON DRAWINGS USE THE 1. VOLUME CONTROL DAMPERS COVER" OVER THE REMOVED CIRCUIT BREAKER, EXPOSED PANEL BUS BARS ARE NOT PERMITTED. ALSO SEE NOTE "H". BAR(S) . OPAQUE POLYETHYLENE FILM OR ORANGE LABEL SISALKRAFT. ACTUAL METHOD OF MOISTURE CURING AND MATERIALS USED ARE SUBJECT TO J. WHEN V.C.T. IS INSTALLED IN BACKROOMS THE TILE MUST NOT BE INSTALLED WITHOUT PRIOR FOLLOWING: PIPES 1 1/2" AND SMALLER -ASTM 8306, TYPE DWV COPPER. FITTINGS SHALL BEANS//ASME 816.23 CAST BRONZE, OR ANSI/ASME a. ACCEPTABLE MANUFACTURERS: VENT PRODUCTS, AMERICAN, WARMING, RUSKIN, L. ALL NEW RECEPTACLES AND SNAP SWITCHES (INCLUDING GFCI) SHALL BE SPECIFICATION GRADE; 20 AMP RATED . • PRIOR REVIEW BY THE MEIJER PROPERTY DEVELOPMENT DEPARTMENT. PREPARATION. IF EXISTING FLOOR SURFACE IS IN GOOD CONDITION, (PER PMS SUPERVISOR), 816.29 WROUGHT COPPER. JOINTS SHALL BE ANSI/ASTM B32, WITH 954 TIN -ANTIMONY SOLDER AND LEAD-FREE FLUX. PIPES 2' AND LOUVERS & DAMPERS. RECEPTACLES AND 120/277V 20 AMP RATED SNAP SWITCHES. COLOR SHALL MATCH EXISTING DEVICES WITHIN RESPECTIVE - . REGARDLESS OF METHOD USED, CONCRETE MUST BE KEPT CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS AND TEMPERATURE OF CONCRETE MUST BE CONTRACTOR To PROCEED WITH SEALER INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. IF EXISTING FLOOR SURFACE IS BURNISHED, DAMAGED, ETC. (PER PMS LARGER - CAST IRON SOIL PIPE AND FITTINGS, ASTM A74, SERVICE WEIGHT b. FABRICATE IN ACCORDANCE WITH SMACNA LOW-PRESSURE DUCT CONSTRUCTION AREA. COVER PLATES SHALL BE 302/304 SPECIFICATION GRADE, SATIN FINISH, STAINLESS STEEL IN FINISHED AREAS. PROVIDE CADMIUM -PLATED, STEEL SURFACE COVERS WITH ROUNDED CORNERS FOR SURFACE MOUNTED SNAP . ' PREVENTED FROM FALLING BELOW 50 DEGREES F. DURING THIS CURING SUPERVISOR) THE CONTRACTOR MUST LIGHTLY PROFILE THE EXISTING FLOOR SURFACE, BY MEANS JOINTS: HUB AND SPIGOT, WITH ASTM C564 RUBBER COMPRESSION -TYPE GASKET. STANDARDS AND AS INDICATED. SWITCHES AND RECEPTACLES. WEATHERPROOF COVERS SHALL BE TYPICAL "CLOSED IN USE" COVERS TYPICAL OF ' . J. PERIOD. IF A CHEMICAL CURING AND SEALING COMPOUND IS USED, IT SHALL BE OF SANDING, SHOT-BLASTING, OR OTHER MEIJER APPROVED METHODS AND PATCH THE ENTIRE AREA USING ARDEX K-15 TO PROVIDE A SMOOTH AND LEVEL SURFACE. 3. NATURAL GAS PIPING: BLACK STEEL PIPE ASTM A120, SCHEDULE 40. C. DAMPERS FOR DUCTS LESS THAN 9-1/2 INCHES HIGH 30 INCHES MAX. WIDTH ( ) "TAYMAC", 'CARLOW, "T&B", OR'RACO'. G ONE OF THE FOLLOWING: 1. IN BACKROOMS WHEN METALLIC HARDENER IS PRESENT AND RUST OR OTHER IRREGULARITIES FITTINGS SHALL BE THREADED, BLACK, 150 LB. MALLEABLE IRON. BANDED FITTINGS WELDED, ASTM A234. FORGED STEEL WELDING TYPE. SHALL BE SINGLE -BLADE. M. DEVICE BOXES SHALL BE PROVIDED AS FOLLOWS: 'CHEMICALS, 1) DRESS & SEAL WB, AS MANUFACTURED BY L & M CONSTRUCTION INC. ARE ON THE EXISTING FLOOR SURFACE, APPLY DAYTON SUPERIOR'S SAFE SEAL J-24, AFTER RECOMMENDED FLOOR PREPARATION IS COMPLETE. , JOINTS (SYSTEM - 7" W.C.) SCREWED FOR PIPE 21/2' AND SMALLER; WELDED FOR PIPE OVER 2112'. d. MULTIBLADE DAMPERS SHALL HAVE OPPOSED -BLADE PATTERN WITH MAX. BLADE 1. INTERIOR: PRESSED SHEET STEEL, HOT DIPPED GALVANIZED, OR CADMIUM PLATED STEEL. ALL BOXES INSTALLED . 2) KURE-N-SEAL WB, AS MANUFACTURED BY SONNEBORN CHEMREX, INC. 2 IN BACKROOMS WHEN QUARTZ TUFF HARDENER IS PRESENT OR OTHER IRREGULARITIES ARE (SYSTEM -1 LB.) WELDED FOR PIPE 4° AND SMALLER. EXPOSED GAS PIPING ON EXTERIOR SHALL BE PRIMED SIZES OF 12 INCHES x 72 INCHES. ASSEMBLE CENTER- AND EDGE -CRIMPED BLADES IN PRIME -COATED OR GALVANIZED CHANNEL FRAME WITH PROPER HARDWARE. IN FINISHED WALLS SHALL BE 4" SQUARE WITH MUD RING FOR 1 OR 2 GANG DEVICES. ' 3) SAFE CURE & SEAL J-18, AS MANUFACTURED BY DAYTON SUPERIOR ON THE EXISTING FLOOR SURFACE, APPLY DAYTON SUPERIOR'S SIL -CURE J-13, AFTER WITH RUSTOLEUM CHEK RUST PRIMER 073-434 AND PAINTED 'CORPORATION. • RECOMMENDED FLOOR PREPARATION IS COMPLETE. 'SAFETY YELLOW. e. PROVIDE END BEARINGS EXCEPT IN ROUND DUCTWORK 12 INCHES OR SMALLER. 2. PROVIDE 3 1/2 " MASONARY BOXES AS REQUIRED. 4) COMPANY.AQUA-CURVOX, AS MANUFACTURED BY THE EUCLID CHEMICAL FIRE FIRE PROTECTION SPECIFICATIONS: E. PIPING BELOW GRADE PROVIDE OIL -IMPREGNATED NYLON OR SINTERED BRONZE BEARINGS ON 3. SURFACE MOUNTED BOXES SHALL BE 4" SQUARE,1 1/2 " DEEP, WITH MUD RINGS AS REQUIRED FOR DEVICES. . K. .VINYL CONCRETE LIMITATIONS: LIFT TRAFFIC ALLOWED AFTER SEVEN (7) DAYS. COMPOSITION TILE (V.C.T.) PLACEMENT ALLOWED AFTER TWENTY A WORK SHALL CONSIST OF FURNISHING AND INSTALLING AUTOMATIC SPRINKLER 1 • HOT AND COLD WATER PIPING: ASTM B88, TYPE K, COPPER TUBING, SOFT DRAWN ANNEALED. FITTINGS SHALL BE ANSVASME 816.22, MULTI -BLADE DAMPERS. 4. SURFACE MOUNTED, WEATHERPROOF BOXES TYPICAL OF 'BELL" #5385/86/87, "RED DOT" #IHD3, OR "PERFECT LINE". EIGHT () DAYS. 28 28 PROTECTION, COMPLETE AND READY TO FUNCTION. FURNISH ALL ACCESSORIES, WROUGHT COPPER. JOINTS SHALL BE ANSI/ASTM B32 WITH 95 5 f. PROVIDE YOUNG OR VENTLOX N0.443 LOCKING, INDICATING QUADRANT REGULATORS . L. PRIOR SAWCUTTING THE EXISTING CONCRETE FLOOR, THE CONTRACTOR EQUIPMENT, DEVICES, TOOLS, TRANSPORTATION, SERVICES, LABOR, AND TESTS TIN -ANTIMONY SOLDER AND LEAD FREE FLUX. NO JOINTS BELOW FLOOR. ON SINGLE AND MULTIBLADE DAMPERS. REGULATORS SHALL BE MOUNTED ON 5. BOXES AND FITTINGS INSTALLED IN COOLERS AND FREEZERS SHALL BE TYPICAL OF "CROUSE -HINDS" CONDUIT H. MUST REFER TO THE FOLLOWING STEPS: NECESSARY TO COMPLETE THIS WORK IN COMPLIANCE WITH THE SPECS., LOCAL CODES AND ORDINANCES, NFPA STANDARDS, AND FACTORY MUTUAL (FM) 2. WASTE AND VENT: ASTM D2665 AND D2949, POLYVINYL CHLORIDE (PVC), STAND-OFF BRACKETS WHEN USED IN INSULATED DUCTWORK. INDICATOR SHALL OUTLET BODY MARK 9 WITH COVERS, RUBBER GASKETS AND STAINLESS STEEL SCREWS. BOXES SHALL BE TYPICAL • 1) ELECTRONICALLY "TRACE" THE AREA TO BE REMOVED TO LOCATE REQUIREMENTS. SCHEDULE 40. FITTINGS SHALL BE PVC. JOINTS SHALL ASTM D2855, BE VISIBLE & ACCESSIBLE TO OUTSIDE OF DUCTWORK INSULATION. OF CROUSE -HINDS SERIES GRF BOXES AND GRF GASKETS WITH COVERS. OTHER BOXES SHALL BE TYPICAL OF • ANY/ALL CONDUCTIVE WIRE OR PIPING THAT MAY BE INSIDE OR SOLVENT WELD. WHEN CONNECTING PVC PIPE TO CAST IRON PIPE A CROUSE -HINDS" FS SERIES WITH COVERS AND GASKETS. • BELOW THE CONCRETE SLAB. B. THE EYJSTING LAYOUT SHOWN WAS OBTAINED FROM AVAILABLE ENGINEERING FERNCO FITTING TOTALLY ENCASED IN CONCRETE MUST BE USED. 2. FIRE DAMPERS: PROVIDE & LABEL IN ACCORDANCE WITH NFPA 90A AND UL 555. . 2) THE SAW BLADE MUST BE SET 1/4" UP FROM THE BOTTOM of THE SLAB IN THOSE AREA WHERE LINES ARE DETECTED. REVIEW W/ THE DRAWINGS AND IS FOR INFORMATION ONLY. NO EXTRAS SHALL BE PERMITTED TO FIELD VERIFY EXISTING COMMONS (REFER TO GENERAL FOR FAILUREND F. STANDARD HANGERS AND SUPPORTS 3. BACKDRAFT DAMPERS: GRAVITY BACKDRAFT DAMPERS SIZE 18 x 18 INCHES OR N N. THE E.C. SHALL SUB -CONTRACT ALL MATERIALS, WIRING, AND INSTALLATION OF THE DATA AND COMMUNICATIONS - STORE MECHANIC THE ORIGINAL STORE CONSTRUCTION DOCUMENTS FOR THESE AREAS PRIOR TO SAW -CUTTING TO VERIFY THE DEPTH OF PROVISIONS ITEM -N). 1. MANUFACTURERS: B -LINE, CARPENTER & PATTERSON, GRINNELL, AND SMALLER, FURNISHED WITH AIR MOVING EQUIPMENT, MAY BE AIR MOVING EQUIPMENT SYSTEM WITH A MEIJER APPROVED COMMUNICATIONS CONTRACTOR. . . THE CONCRETE SLAB. C. PRIOR TO SYSTEM FABRICATION, FIRE PROTECTION CONTRACTOR (F.P.C.) SHALL NPS PIPING EQUIPMENT SUPPORTS. MANUFACTURERS STANDARD CONSTRUCTION. 1. GCC TECHNOLOGY (517) 676-5619 • • 3) THE MEIJER PROPERTY MANAGEMENT AND SERVICES SUPERVISOR MUST REVIEW ALL SAW -CUT PROCEDURES IN THE PRE -CONSTRUCTION D. COORDINATE ALL ELEVATIONS AND LOCATIONS WITH OTHER TRADES. THE WORK MUST BE DONE BY A F.P.C. REGULARLY ENGAGED IN FIRE 2. HANGERS FOR PIPES 1/2' TO 1 112': CARBON STEEL, ADJUSTABLE SWIVEL, E. AIR OUTLETS AND INLETS: 2. HI -TECH: (269) 323-1111 • MEETING AND HAVE ALL NECESSARY PERSONAL "ON CALL" FOR ANY PROTECTION WORK SPLIT RING. (GALVANIZED STEEL FOR OUTDOOR USE) i' . ELECTRICAL,REFRIGERATI N ETC.. . EMERGENCY REPAIRS I.Eo WHEN THE ABOVE STEPS ARE FOLLOWED, MEIJER WILL NOT PURSUE THE E. F.P.C. SHALL COORDINATE ANY SYSTEM SHUTDOWN WITH MEIJER PROPERTY MANAGEMENT & SERVICES (PM/S) SUPERVISOR. PM/S SUPERVISOR SHALL 3. HANGERS G S FOR PIPES 2 T 0 4 AND COLD PIPES 6 AND LARGER: CARBON STEEL, ADJUSTABLE, CLEVIS. (GALVANIZED STEEL FOR OUTDOOR USE) 1. CONTRACTOR TO MATCH D. DIFFUSERS H EXISTING DIFFUSER REQUIRED. REGISTERS S AS R Q AND GRILLES: ACCEPTABLE MANUFACTURES ARE TITUS ANEMASTAT KREUGER 0. THE E.C. SHALL PROVIDE AND INSTALL ALL NECESSARY EMPTY B C BUSHED CONDUITS Mil PULLWIRE), &DEVICE BOXES, WHERE APPLICABLE, FOR DATA/COMMUNICATIONS WIRING, COORDINATE EXACT LOCATION WITH COMMUNICATIONS CONTRACTOR FOR VALUE OF LOST PRODUCT, OR LOST SALES INCURRED AS A DIRECT RESULT FROM CONDUIT OR LINE BEING DAMAGED. THE STORE COORDINATE WITH LOSS PREVENTION MANAGER, STORE DIRECTOR, AND ZURICH 4. SHIELDS FOR INSULATED PIPING 2' AND SMALLER: 18 GAUGE TUTTLE & BAILEY, METAL-AIRE. CONTRACTOR TO PROVIDE EQUIPMENT TO MAINTAIN CONTRACTOR. . MECHANIC MUST KEEP ON FILE A RECORD OF ALL PROJECTS DONE WITHIN THEIR STORE INVOLVING TRENCHING AND THE INSTALLATION OF PIPING OR REPRESENTATIVE. ACTUAL SYSTEM SHUTDOWN SHALL BE MINIMIZED. NO SPRINKLER VALVE SHALL REMAIN CLOSED OVERNIGHT. GALVANIZED STEEL SHIELD OVER INSULATION IN 180^ SEGMENTS, AMNIMUM 12' LONG AT PIPE SUPPORT. TIE -WRAP EACH END OF SHIELD A NOISE LEVEL LESS THAN 30 N.C. P. THE E.C. SHALL SUB -CONTRACT ALL MATERIALS, WIRING, AND INSTALLATION OF THE SECURITY SYSTEM FOR THIS . CONDUCTIVE WIRE. F. SPRINKLER HEAD ARRANGEMENTS SHALL BE CAREFULLY AND SYMMETRICALLY TO INSULATION. 2. RECTANGULAR CEILING DIFFUSERS: RECTANGULAR, STAMPED, MULTICORE -TYPE PROJECT TO: ENGINEERED PROTECTION SYSTEMS, INC. 750 FRONT STREET NW GRAND RAPIDS, MICHIGAN 49504. -M. • AFTER SAWCUTTING AND REMOVING THE EXISTING FLOOR FOR TRENCHING, PLANNED WITH FULL ALLOWANCE FOR ALL OBSTRUCTIONS. SHOP DRAWINGS SHALL BE PREPARED PER NFPA 13 STANDARDS. SUBMIT ONE (1) SET OF SHOP 5• SHIELDS FOR INSULATED COLD WATER PIPING 21/2 "AND LARGER: ALUMINUM DIFFUSER TO DISCHARGE IN 360 DEGREE PATTERN OR AS INDICATED ON DRAWING. PROVIDE SURFACE -MOUNT AND/OR INVERTED T -BAR TYPE FRAME AS PHONE:(616) 459-0281 FAX: (616) 459-0553, ATTENTION: JOHN MUELLER. THE CONCRETE CONTRACTOR MUST TIE THE EXISTING FLOOR SLAB TO THE 18 QAUGE GJILVANIZED STEEL SHIELD • ' NEW SLAB USING SMOOTH DOWELS GREASED AT ONE SIDE AS FOLLOWS: , D EQUIPMENT SUBMITTALS TO I�IJER. DRAWINGS, HYDRAULIC CALCULATIONSAN PROVIDE ZURICH WI THREE (3) SETS OF THE SAME. ZURICH SHALL RETURN ONE OVER HARD BLOCK NON- CONDUCTING SADDLES IN 90A SEGMENTS, MINIMUM 12' LONG AT PIPE INDICATED. IN PLASTER CEILINGS, PROVIDE PLASTER FRAME AND CEILING FRAME. 1) FOR TRENCHES UP T010'-0"WIDE, USE #5 DOWELS 12' LONG AT (1) REVIEWED SET TO BOTH MEIJER AND THE F.P.C. UPON RECEIPT OF SUBMITTALS, THE F.P.C. SHALL PROCEED WITH THE FABRICATION SPORT. BLOCK THICKNESS SHALL BE SAME AS INSULATION THICKNESS. TIE -WRAP EACH END OF SHIELD TO INSULATION. DIFFUSER SHALL BE STANDARD WHITE ENAMEL FINISH. 4" O.C. APPROVED 2. 3. CEILING GRID -CORE EXHAUST AND RETURN REGISTERS/GRILLES: PROVIDE FIXED K• 2 FOR TRENCHES OVER 10'-0" WIDE, USE #6 DOWELS 18' LONG AT AND INSTALLATION OF SUCH ITEMS TO COMPLETE THE APPROVED PROJECT. G. PIPING INSULATION EGGCRATE GRILLES OF 1/2 INCH x 1/2 INCH x 1/2 INCH REGISTER/GRILLES SHALL • 4" O.C. • 3) FOR TRENCHES TYPICALLY 10" WIDE, USE #3 DOWELS 6" LONG AT MEIJER CONTACT: FOR ELECT. & MECH. SYSTEMS DAN HEGYI 1. GLASS FIBER: ANSUASTM C547; 'K' FACTOR OF 0.24 AT 76A F, HAVE STANDARD WHITE ENAMEL FINISH. .18" O.C. STAGGERED FROM SIDE TO SIDE OF TRENCH. CONCRETE HOWARD HEHRER ZURICH INSURANCE NONCOMBUSTIBLE. THICKNESS SHALL BE AS FOLLOWS: L. A. .SHALL BE "QUICKRETE 5000" HIGH EARLY STRENGTH CONCRETE MIX PHONE: (616) 361-4174 PHONE: (847) 301-8418 FAX: 31111111111 a F. DUCTWORK INSULATION: #1007 OR APPROVED EQUAL. MIX AND INSTALL PER MANUFACTURER'S (616) 361-4140 EMAIL daniel.hegyi@zurichus.com a COLD WATER PIPES: EMAIL: phil.palm@zudchus.com - INSTRUCTIONS PRINTED ON EACH BAG. ZURICH INSURANCE CONTACTS: I. 1" THICKNESS 1. INSULATION: ACCEPTABLE MANUFACTURERS: OWENS-CORNING, MANVILLEISCHULLER, SOUND CONCRETE. THE CONCRETE AREA TO BE REPAIRED MUST BE TESTED G. THE F.P.C. SHALL LEAVE THE ENTIRE FIRE PROTECTION SYSTEM IN PROPERi. 1 112' THICKNESS FOR ALL PIPE SIZES. ARMSTRONG CERTAINTEED KNAUF NOTICE OF ADDITIONAL LOAD ADDED TO EMERGENCY GENERATOR THIS PROJECT REQUIRES AN ADDITIONAL LOAD TO BE ADDED TO THE EXISTING EMERGENCY GENERATOR; PANEL , CIRCUIT NUMBER ' ' CONTRACTOR TO ENSURE CONSISTENT COMPACTION THROUGHOUT PER NOTE A, ALSO THE LEVELNESS OF THE SLAB, ESPECIALLY WHERE THE NEW PHIL PALM ZURICH INSURANCE b. DOMESTIC HOT WATER SUPPLY AND RETURN 1 (25AF AND LESS): CA I . AND EXISTING SLABS MEET. 5801 RAMBLEWOOD COURT • REVISIONS: 2. MATERIALS: UL LISTED, FLAME SPREAD/FUEL-CONTRIBUTED/SMOKE-DEVELOPED CONCRETE PATCHING SPECS: BRIGHTON, MI 48116 1. 1 THICKNESS FOR 1 112' PIPE AND SMALLER " RATING OF 25/35/50 IN ACCORDANCE WITH ASTM E84, NFPA 255, AND UL 723. M PHONE: (810)220-3955 ii. 1 112' THICKNESS FOR 2' PIPE AND LARGER L. A. THE CONTRACTOR MUST FIRST REMOVE ANY / ALL UNSOUND CONCRETE FAX: (810) 220.0217 31111111111 a 3. DUCTWORK INSULATION: USE ON ALL SUPPLY AIR GALVANIZED STEEL DUCTS. • FROM THE EXISTING AREAS TO BE PATCHED AND 1 OR REPLACED DOWN TO EMAIL: phil.palm@zudchus.com a DOMESTIC HOT WATER SUPPLY AND RETURN (ABOVE 125AF): Im FLEXIBLE GLASS FIBER; ANSI/ASTM C612; COMMERCIAL GRADE; K -VALUE OF 0.29 AT • SOUND CONCRETE. THE CONCRETE AREA TO BE REPAIRED MUST BE TESTED G. THE F.P.C. SHALL LEAVE THE ENTIRE FIRE PROTECTION SYSTEM IN PROPERi. 1 112' THICKNESS FOR ALL PIPE SIZES. 75 DEGREES F, 0.002 INCH, REINFORCED -FOIL SCRIM VAPOR -BARRIER, 3/4 POUND ' • FOR SOUNDNESS BY TAPPING A HAMMER ON THE CONCRETE SLAB AND WORKING ORDER AND GUARANTEE FOR A PERIOD OF ONE YEAR ALL PER CUBIC FOOT. LISTENING FOR HOLLOW SPOTS. IF HOLLOW SPOTS ARE DETECTED FURTHER WORKMANSHIP, MATERIALS, AND EQUIPMENT FURNISHED AND INSTALLED TO 2. CLOSED CELL ELASTOMERIC: ASTM C534; MAX. 'IC FACTOR OF 0.28 SLAB REMOVAL WILL BE REQUIRED. BE FREE FROM ALL DEFECTS AND SHALL MAKE GOOD ANY SUCH DEFECTS AT 75AF, AS MANUFACTURED BY ARMACELL OR RUBATEX. THICKNESS 4. ACOUSTICAL DUCT LINER: -• B. IF EXISTING CONCRETE BASE FOR REPAIR IS SOUND AND NO CONCRETE WHICH BECOME APPARENT WITHIN THAT TIME. SWILL BE SUFFICIENT TO MEET or VALUE REQUIREMENT. COLOR: WHITE. . • REMOVAL IS NECESSARY, CONTRACTOR MUST REMOVE 100% OF ALL EXISTING H. DIRT, OIL, GREASE, EXISTING COMPOUNDS OR ANY OTHER RESIDUE THAT F.P.C. SHALL USE THE DENSITIES GIVEN ON THE PLANS FOR COMPUTING HYDRAULIC CALCULATIONS. H. THE PLUMBING CONTRACTOR (P.C.) SHALL BE RESPONSIBLE FOR ALL a. FLEXIBLE MAT -FACED FIBERGLASS, NFPA 90A AND 90B, K -VALUE OF 0.25 AT ' MAY BE ON THE CONCRETE SURFACE TO PREVENT GOOD ADHESION OF CUTTING AND PATCHING REQUIRED TO DO THE PLUMBING WORK EXCEPT 75 DEGREES F,1 INCH THICK, 3 POUNDS PER CUBIC FOOT. • PATCHING MATERIAL. REMOVE ALL WATER AND DUST PRIOR TO INSTALLATION 1. PIPING MATERIAL FOR ROOF PENETRATIONS, WHICH SHALL BE PERFORMED BY A MEIJER/ • OF FILL MATERIAL. MANUFACTURER APPROVED ROOFING CONTRACTOR. b. INSTALL LINER IN ALL DUCTWORK WHERE INDICATED'A.L." FOLLOWING DUCT SIZE, M. C. CONCRETE CONTRACTOR SHALL SAWCUT PERIMETER OF REPAIR AREA BY A 1. STEEL PIPE: I. THE P.C. SHALL LEAVE THE ENTIRE PLUMBING SYSTEM IN PROPER IN ALL DUCTWORK WITHIN 10 FEET OF EXHAUST FANS, IN ALL SUPPLY AND RETURN • MAXIMUM DEPTH OF 1/2', THUS PROVIDING A UNIFORM DEPTH AND FIRM BONDING a. THREADED OR WELDED: ASTM A53, ASTM A135, BLACK SCHEDULE 40 WORKING ORDER AND GUARANTEE FOR A PERIOD OF ONE YEAR ALL AIR DUCTWORK WITHIN 10 FEET OF ROOFTOP UNITS. EXCEPTION: NO LINER SHALL • AREAS. FOR 8 INCH AND SMALLER. WORKMANSHIP, MATERIALS, AND EQUIPMENT FURNISHED AND INSTALLED BE INSTALLED IN RTU SUPPLY DUCTS SERVING FOOD PREPARATION AREAS ' D. . APPROVED MATERIALS FOR FILLING BOLT HOLES, CREVICES, CRACKS, OR USED FOR PATCHING SMALL AREAS OF DETERIORATED CONCRETE TO BE AS FOLLOWS: (SCHEDULEN b. WELDED OR GROOVED: LIGHTWALLL (SCHEDULE 10) PIPE FOR 2 INCH 10) TO BE FREE FROM DEFECTS AND SHALL MAKE GOOD ANY SUCH DEFECTS THAT BECOME APPARENT WITHIN THAT TIME. OR HOOD AIR CURTAINS. 1) DAYTON SUPERIOR CORPORATION - PERMA PATCH AND LARGER IN ACCORDANCE WITH ANSUASTM AND NEPA 13 STANDARDS. J. THE EXISTING PIPE LOCATIONS SHOWN WERE OBTAINED FROM AVAILABLE C. DUCTWORK DIMENSIONS INDICATED ARE NET INSIDE DIMENSIONS REQUIRED FOR _ 2) THE EUCLID CHEMICAL COMPANY - EUCOCRETE cTHREADING OF LIGHTWALL PIPING IS NOT ACCEPTABLE C. ENGINEERING DRAWINGS AND ARE FOR INFORMATION ONLY. EXISTING AIR FLOW. INCREASE DUCTWORK TO ALLOW FOR INSULATION THICKNESS. 3) SONNEBORN CHEMREX, INC. - EPOLITH PATCHER . PIPE LOCATIONS SHALL BE FIELD VERIFIED. ' E. PRIOR TO INSTALLING PATCHING MATERIAL, A BONDING AGENT MUST FIRST BE d. DRY PIPING ON DRY -PIPE SYSTEM SWILL BE GALVANIZED. THIS K THE PIPING LAYOUT SHOWN IS DIAGRAMMATIC AND SHOWS THE INTENDED 5. ADHESIVE: WATERPROOF FIRE-RETARDENT. WHERE FIRE HAZARDS EXIST, USE ADHESIVE 'APPLIED TO THE DRY, CLEAN SUBSTRATE. THIS WILL ENSURE GOOD ADHESION INCLUDES PIPING INSIDE AND OUTSIDE THE BUILDING AND BOTH ROUTING OF THE PIPE. DUE TO THE SCALE OF THE DRAWINGS IT IS APPROVED BY NFPA BUILDING CODE 90. . TO THE EXISTING CONCRETE. BONDING AGENT AND PATCHING MATERIAL SHALL THE INTERIOR AND THE EXTERIOR OF THE PIPE. NOT POSSIBLE TO SHOW ALL OFFSETS AND BENDS REQUIRED. THE P.C. N- BE FROM SAME MANUFACTURER. e. ALL PIPING AND FITTINGS SHALL BE MANUFACTURED IN THE SHALL PROVIDE ALL MATERIALS AND DEVICES REQUIRED FOR A COMPLETE 5. CONTROLS F. FOR LARGER INSTALLATIONS OF PATCHING MATERIAL, THE ADDITION OF LARGER UNITED STATES OF AMERICA. AND OPERABLE SYSTEM. a. CONTRACTOR TO RELOCATE T -STATS ON SENSORS AS REQUIRED FOR REMODEL. • AGGREGATE (I.E.: 3/8" PEA GRAVEL) IS REQUIRED TO REDUCE THE DRYING SHRINKAGE OF THE REPAIR MATERIAL AND INCREASE THE LONG-TERM DURABILITY OF THE REPAIR. b. PROVIDE NEW ZONE CONTROLS AND DAMPERS AS INDICATED ON DRAWINGS. • NEW EQUIPMENT IS TO BE COMPATIBLE WITH EXISTING. . .tri . . . . . . . . . . . .12 . .. CONTRACTOR TO REVIEW EQUIPMENT PRIOR TO BIDDING. / i� 1 is t .15 . I 14 . I 13. I ( 1 i I 10 .I. .9 . i 8 .I .�. . I . .B i 5 .I . .4. .I. .'A. I. A .B C IC E F I. .j •K L (1i 2 E --t L .9 o L0 = U O �- �• ^V' W U L0 ♦.., i ro --;I- - "u c V C. Q3:(D3:(D� 3 m 3 L co0)Lr) .S20) U.) O N _- Z °' Lm °° LO U v v tm . N E - `° D E o ca `L cD E 1 N m H c iLII 1111111111111110 IssueD FOR: 9) ` DATE: CA DRAWN BY. 9) CHECKED: MEM • REVISIONS: ■ m 2 ■ Cm O M T= 1 31111111111 a Z N o` 9 ■iiiiiiiiiiiii�i E c ca Iga - �j -c -a) NE Im �U Specifications JOB No. :J040249130 IssueD FOR: Final ` DATE: 6/22/04 DRAWN BY. JMV CHECKED: MEM • REVISIONS: m ();X<�Z I -..'N � __4,_,� ..... .... �, S-2 P I a , I 18 1 17. .I . . . . . 16. . . . . . .1. . . . . . .15 . . . . . . I. . . . . . 14. . . . . . .1 . . . . . 13. . . . . . .I. . . . . . .12 . . . . _ . I. . . . . . . �? . . . . . I . . . . . . 10. . . . . . .I. . . . . . .9. . . . . . . 1. . . . . . . 8 . . . . . . .7. . . . . . .I. .6. 1. 5 1 4. 1. 3 I. 2 I 1 Pharmacy Demolition Notes N G . . ... .... ..... . - - - 1 ALL PHARMACY DEMOLITION / CONSTRUCTION OF NEW SHALL BE COORDINATED WITH MEIJER LOSS PREVENTION- A. AND SHALL BE CONDUCTED SO AS TO NOT INTERRUPT PHARMACY DAYTIME OPERATION. TRANSITION SHALL OCCUR I A AT NIGHT. ALL NEW CONSTRUCTION NECESSARY SHALL TAKE PLACE, AND BE IN PLACE TO ACCEPT RELOCATED EXISTING FIRE _ ITEMS FROM EXISTING PHARMACY. TEMPORARY COVERINGS OF ROUGH OPENINGS SHALL BE USED IF REQUIRED PROTECTION LINES TO O --- a - - - - - - - -- it - - L�i o f } ------------------------------------------------ -------------- TO SECURE PRESCRIPTIONS. REMAIN -- ----00 - O MEIJER SYSTEMS PERSONELL SHALL DISCONNECT AND RELOCATE ALL P.C.-S, PRINTERS AND CASH REGISTERS TO NEW 6'-0" MIN. 3'-4" WIDE X - - ---_ E U00 LPHARMACY. G.C. SHALL DISCONNECT AND RELOCATE UNDER COUNTER REFRIGERATORS, AND MISCELLANEOUS PHARMACY 7'-2" HIGH I p , c LO L: EQUIPMENT TO NEW PHARMACY. COORDINATION OF CASH REGISTERS, P.C.-S, FAX EQUIPMENT SHALL BE WITH ELECTRICAL '��!E�oCO AND DATA/ COMMUNICATIONS CONTRACTORS. p O 2 O O 2 9 S .r T WE w � _ r 3 CONTRACTOR 0 REMOVE INSULIN REFRIGERATOR. L 3 4 REMOVE MILLWORK AND DISPOSE OF PROPERLY. COORDINATE WITH ELECTRICAL AND DATA ! COMMUNICATIONS 3 _ _ _ - 3 I 1O S T 14 I B. CONTRACTORS, PLUMBING CONTRACTOR WHERE NECESSARY, FOR REMOVAL / RELOCATION OF EQUIPMENT. ID m 3 HARMACY 14 12 2 B O REMOVE DUTCH DOOR, FRAME, AND HARDWARE, AND DISPOSE OF PROPERLY. 14 13 14 4 4 12 S g co v m Lo Lo O REMOVE EXISTING BUTT JOINTED GLASS AND ALUMINUM FRAME, AND ALL ROLL -UP DOORS, GUIDES, AND BRACES. 2 2 p 2 / Eet, 10 '� °' �' 9 Z ��00 O7 REMOVE SUSPENDED CEILING PANELS AND BATT FIBERGLASS INSULATION ABOVE AT WAITING AREA LOCATION. � L LOSAVE FOR RELOCATION OF CEILING TO MATCH EXISTING PHARMACY. j\J U U v CID p REMOVE WALL MOUNTED SCRIPT STORAGE SHELVING AND SUPPORT BRACKETS FROM ABOVE. RELOCATE o ' O TO NEW PHARMACY IN NEW LOCATION. a� ow OREMOVE ENTIRE WALL UP TO STRUCTURE ABOVE; COORDINATE WITH ELECTRICAL AND PLUMBING 3 E G CONTRACT°�C8 Backroom Door Demo --'Pharmacy" mREMOVE BOTTOM OF WALL FOLLOWING REMOVAL OF GLASS, MILLWORK, AND ROLLING DOORS. REMOVE C 4 Demo Oip UP TO 9'-6' HEIGHT TO FORM NEW BULKHEAD HEIGHT, AT EXISTING WALL LINE-UP. AD -101 3/8' = 1'-0' AD -101 1/8' = 1'-0" 11 MODIFY BULKHEAD HEIGHT UP TO 9'-6" A.F.F. N M L 12 REMOVE VCT TILE IN PHARMACY AREA, AND PREPARE FLOOR FOR PLACEMENT OF NEW VCT TO MATCH_ SALES FLOOR AREA TILE PATTERN AND NEW SLIP RESISTANT TILE IN FRONT OF AQUARIUMS - SEE A-102. 13 CUT DOOR ROUGH OPENING IN WALL BETWEEN SALES FLOOR AND BACK ROOM AT LOCATION SHOWN. FINISH OR MOUNT PLYWOOD ON BACKROOM SIDE AS NEEDED FOR FRAME FIT. D. 14 PATCH AND REPAIR ALL REMAINING DRYWALL AS REQUIRED. T-1 :D Photo Lab Demolition Notes E. F. G H. J K• O NOT USED. O DATA OFFICE EQUIPMENT SHALL BE CONSOLIDATED BY MEIJER STORE PERSONNEL IN AN EFFORT TO REDUCED AMOUNT OF SPACE REQUIRED FOR EQUIPMENT, PRIOR TO DEMOLITION IN ROOM. REMOVE MILLWORK KNEE -BRACED COUNTERTOPS, AND SHELVES ABOVE. COORDINATE REMOVAL WITH ELECTRICAL, AND COMMUNICATIONS CONTRACTORS. SEE MEIJER "Q' DRAWINGS TO RELOCATE EQUIPMENT TO NEW SERVER ROOM. C85 O REMOVE BACK WALL MOUNTED MILLWORK AND CABINETS, AND FREESTANDING, FRONT COUNTERS AND CABINETS, GATES AND FLOORING. PATCH AND REPAIR ALL FLOORS WHERE WALLS ARE REMOVED. COORDINATE WITH ELECTRICAL AND COMMUNICATIONS CONTRACTORS FOR EQUIPMENT, RACEWAYS, PLUGMOLDS. SEE SHEET MD -101. Oi REMOVE WALL AND DOOR OF DATA OFFICE AS SHOWN. CREATE A BULKHEAD AT 1" BELOW LOWEST EXISTING CEILING, ATTEMPT TO RELOCATE DOOR AND FRAME TO NEW DOORWAY IN MODIFIED DATA / TELE. ROOM (NOW BECOMING SERVER ROOM); COORDINATE WITH ELECTRICAL CONTRACTOR. O AND PHONE AS L.P. REQUIRDOOR D COORDINATE WITHSELECTRICA CONtRACT°OR. KEY BOX O REMOVE LOW WALL AT BACK OF PHOTO LAB. COORDINATE WITH CTOR FOR REMOVAL OF PANEL'GDP3' IN WALL, AND ALL CIRCUITS FROM PANEL PRIOR TO REMOVAL. COORDINATE WITH PLUMBING CONTRACTOR FOR WATER LINES AND DRAIN /VENT LINES IN AREA; SEE SHEET MD -101. O REMOVE WALLS AT PHOTO LAB, COORDINATE WITH ELECTRICAL AND PLUMBING CONTRACTORS. O REMOVE PHOTO LAB MENU SIGN. COORDINATE WITH ELECTRICAL CONTRACTOR. O REMOVE LOW WALLS AND ALUMINUM AND GLASS PARTITION ABOVE. to REMOVE ENTIRE WALL UP TO STRUCTURE; COORDINATE WITH ELECTRICAL CONTRACTOR. 9 tt COAT ROOM AND DATA ROOM CEILING TO REMAIN, MEIJER C.M. TO DETERMINE WHETHER OFFSET OF GRID IS ACCEPTABLE. 9 ti REMOVE EXISTING MILLWORK CABINET AND OVERHEAD AT FISH DEPARTMENT LINEUP, RELAMINATE AND RELOCATE CABINET & SINK TO NEW LOCATION. COORDINATE WITH PLUMBING AND ELECTRICAL CONTRACTORS FOR REMOVAL OF RECEPTICALES, CHIME, ETC. AND FOR SUPPLY LINE AND DRAIN DISCONNECT. FLOOR AND WALL TO BE PATCHED FOR NEW VCT PLACEMENT AND PAINTING. is WALL TO HAVE ROUGH OPENING CUT INTO PRE -CAST PANEL FOR NEW SLIDING DOOR PLACEMENT AND DRIVE -UP WINDOW G.C. TO SUB -CONTRACT PANEL MANUFACTURER TO PERFORM DEMOLITION WORK, AND STRUCTURAL REINFORCEMENT NECESSARY TO KEEP WARRANTY INTACT, AND TO INSURE PROPER DOOR FUNCTION. COORDINATE WITH EQUIPMENT SUPPLIER. t� EXISTING WALL BETWEEN COAT ROOM AND SALES TO REMAIN FOR NEW FRONT OF PHARMACY, CUT OUT FOR ROLL -UPS, WINDOW AND DOOR, COORDINATE WITH NEW COUNTERS; SEE MEIJER 'Q' DRAWINGS. C04RDINATE WITH ELECTRICAL CONTRACTOR. IS EXISTING PANEL'SSD3" IN FRONT LOW WALL TO BE RELOCATED TO NEW PHOTO LAB IN REAR OF 1 O THE BUILDING, ALONG WITH TWO DISCONNECTS AND A TRANSFORMER; COORDINATE WITH ELECTRICAL CONTRACTOR; SEE SHEET MD -101. u TERMINATE EXISTING UTILITIES BELOW FLOOR PRIOR TO FLOOR REPAIR; SEE SHEET MD -101. t� RELOCATE EXISTING PHOTO LAB EQUIPMENT TO NEW PHOTO LAB; SEE MEIJER "Q" DRAWINGS. is CUT OPENING IN WALL FOR NEW TAT DOOR; COORDINATE WITH ELECTRICAL CONTRACTOR. t� REMOVE DOOR TO DATA/TELE. ROOM, STORE FOR POSSIBLE USE LATER. >■ REMOVE EXISTING FRP, PATCH AND REPAIR DRYWALL AS REQUIRED. >n DEMO EXISTING COAT ROOM CEILING GRID AND TILE TO ALLOW NEW STUD WALLS TO EXTEND TO ROOF STRUCTURE; SEE SHEET A-101 FOR LOCATION OF NEW WALLS. tt PATCH AND REPAIR ALL REMAINING DRYWALL AS REQUIRED. u REMOVE EXISTING STEEL DECORATIVE TRUSSES AND LIGHT FIXTURES ATTACHED. SEE MD -101. O WALL TO HAVE ROUGH OPENING CUT INTO PRE -CAST PANEL FOR NEW SLIDING DOOR PLACEMENT AND DRIVE -UP WINDOW G.C. TO SUB -CONTRACT PANEL MANUFACTURER TO PERFORM DEMOLITION WORK AND STRUCTURAL REINFORCEMENT NECESSARY TO KEEP WARRANTY INTACT, AND TO INSURE PROPER DOOR FUNCTION. COORDINATE WITH EQUIPMENT SUPPLIER. GENERAL PROVISIONS 7 EMERGENCY _ EXIT ' W a 24 ■■■■■■■■■■■ ■■■■■■■■■■■ REVIEW THE CONTRACT DOCUMENTS, VISIT THE PROJECT N ih ------------ IH 1' - ELECT. M YO E 4"3' 3 "4'-0" 1'-6" 11'-9" 3'-4" 8'-0' li'FF - n yll n I PH I I I I I I \�11 11 ! I I I � H, I I Hi I I I iH 1 71 i -i 1 1 MEN A. W ATOM © ® . IO 24 ■■■■■■■■■■■ ■■■■■■■■■■■ li'FF - n yll n I PH I I I I I I \�11 11 ! I I I � H, I I Hi I I I iH 1 71 i -i 1 1 MEN A. THE CONTRACTORS SHALL THOROUGHLY 24 REVIEW THE CONTRACT DOCUMENTS, VISIT THE PROJECT __ SITE, AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING WORK BEFORE SUBMITTING J THEIR BIDS.1--- - -- 1. THE SCOPE OF REQUIRED DEMOLITION IS NOT LIMITED TO ITEMS OR WORK INDICATED IN THE I- --- CONTRACT DOCUMENTS. THE CONTRACTORS SHALL DETERMINE FOR THEMSELVES THE EXACT NATURE AND EXTENT OF SELECTIVE DEMOLITION REQUIRED. 2. ANY DIFFERENCES BETWEEN EXISTING FIELD CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE MEIJER PROPERTY MANAGEMENT AND SERVICES SUPERVISOR FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. L9 G a r d e n Center Demo Plan Lg j B. THE CONTRACTORS SHALL OBTAIN ALL PERMITS AND PAY ALL NECESSARY FEES. C. THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AD -101 1 /8" = 1'-0' I - - TEMPORARY ENCLOSURES, WHITE PLASTIC DUST BARRIERS, AND/OR TRAFFIC BARRIERS AS 11 J REQUIRED OR AS INDICATED ON DRAWINGS TO MAINTAIN A SAFE AND CLEAN ENVIRONMENT FOR STORE GUESTS AND TEAM MEMBERS. � ---- -- D. ANY SHUT-OFF (ELECT., PLBG., F.P., ETC.) MUST BE COORDINATED WITH THE MEIJER STORE DIRECTOR,Fill LOSS PREVENTION DEPT., AND PROPERTY MANAGEMENT & SERVICES SUPERVISOR A MINIMUM OF TWO !� _ -_. } - (2) DAYS IN ADVANCE. I M E. SALVAGE AND DISPOSAL I 1. SALVAGE: DESIGNATED EQUIPMENT SHALL REMAIN THE PROPERTY OF MEIJER, INC. WITH ®��^ DISPOSITION CONFIRMED AT THE PRE -CONSTRUCTION MEETING. , 2. DISPOSAL: THE CONTRACTOR SHALL PROMPTLY AND LEGALLY DISPOSE OF NON -SALVAGED - EQUIPMENT AND ALL DEBRIS FROM THE PROJECT AREA. THE CONTRACTORS MAY NOT USE THE STORE COMPACTOR FOR CONSTRUCTION DEBRIS DISPOSAL AND SHALL PROVIDE THEIR OWN DUMPSTER AS REQUIRED. J4 F. ANY DAMAGES CAUSED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE PATCHED AND D10 REPAIRED TO MATCH THE EXISTING CONSTRUCTION AT NO ADDITIONAL COST TO MEIJER, INC. ALL SURFACES AND SUBSURFACES WITHIN THE PROJECT AREA SHALL BE PATCHED AND REPAIRED 0 N. TO PROVIDE PROPER CONDITIONS FOR NEW CONSTRUCTION. G. THE CONTRACTOR MUST SUBMIT AS -BUILT DRAWINGS TO THE MEIJER PROPERTY MANAGEMENT AND SERVICES SUPERVISOR AT THE COMPLETION OF THE PROJECT. .19 . . . . . . . . . . . . . . . . . .I . . . . . . .10. . . . . . .I. . . . . . .15 . . . . . . . . . . . . . . . . . .I . . . . . 13. . . .I. _ .12 i . . . . . . .. . . . . . . .I. .9 . . . . . i . . . . . . 8 . . . . . . .I . . . . . .7. .6 . . . . . . . . . . . . F . . . . . . . . . . . . . . . 17. If14 11 10. i •F 9 9.1 o>�Ir U) ■ 10H ■ O M r •J N N ■ �+ a> o co co U C v E K Co U Demolition Plans I "No. J040249130 ISSUED FOR: Final L DATE: 6/22/04 DRAWN BY: JMV CHECKED: MEM REVISIONS: M Key Plan Not to Scale N N I r N N Q G O F15 Plumbing Demo Plan M� MD -101 1/8" = V-0" Notes 10 N IZI EI F5 MD -101 Mechanical Demo Plan 1/8' = 1'-o" IG7 E -F N N JOB No. :J040249130 ISSUED FOR: O REMOVE EXISTING VENTS IN WALL DOWN TO PHOTO LAB SINK. REMOVE DOWN TO BELOW SLAB LEVEL 6/22/04 U) IF REQ'D. TO SEAL, AND PATCH FOR NEW VCT PLACEMENT. PLUMBING CONTRACTOR TO FIELD VERIFY EXISTING CHECKED: MEM CONDITIONS. VERIFY IF VENT CAN BE USED FOR NEW CROCK AND PUMP FOR RELOCATED PHARMACY SINK. O REMOVE DRAIN LINE RUNNING DOWN TO FLOOR DRAIN IN PHOTO LAB AREA FROM EXISTING VACUUM :H BREAKER ABOVE LOCKER ROOM CEILING. PROVIDE TEMPORARY FLEX -LINE DRAIN DURING C CONSTRUCTION, UNTIL RECONNECT TO NEW DRAIN LINE IN NEW PLAN. PLUMBING CONTRACTOR O TO FIELD VERIFY EXISTING CONDITIONS. O REMOVE FLOOR DRAIN AND GRIND DRAIN TO BELOW SLAB, AND SEAL SANITARY LINE, SUFFICIENTLY FOR VCT PLACEMENT OF FINISHED FLOOR. SEAL SANITARY LINE WITH GROUT OR CM TO DETERMINE 1 IF MECH. BLADDER MAY BE USED INSTEAD. FIELD VERIFY IF DRAIN CAN BE USED FOR NEW CROCK & PUMP > C AT RELOCATED PHARMACY SINK. O REMOVE 3 /4" H. AND SCW WATER LINES DOWN TO PHOTO LAB SINK. REMOVE BACK UP TO ABOVE E :K CEILING PRIOR TO BALL VALVES, IF PRESENT, AND CAP. Demolition Plans O SHUT OFF RUNS FROM RTU 3 & RTU 4 AS SHOWN PER PLAN. DAMPER DOWN EXISTING RUNS AND ABANDON EXISTING LINEAL DIFFUSERS IN PLACE. O REMOVE DEVICE, CORD, CABLE AND ASSOCIATED STRAIN RELIEF WITH FITTINGS. CHECK FOR DAMAGE, REPLACE AS REQUIRED AND REUSE AT NEW PHOTO LAB EQUIPMENT LOCATION. O REMOVE DEVICE, PLATE AND CIRCUIT AS REQUIRED. FILL CONDUIT/ OX WITH CONCRETE, FLUSH WITH - -- --- --; -_- CONCRETE FLOOR. COORDINATE REMOVAL OF SECURITY, POS, ALARM AND TELEPHONE WITH STORE SECURITY. REMOVE EXISTING TRANSFORMER AND PANEL GDP3 AND ALL DISCONNETS IN CKTS, TO BE RELOCATED TO _ NEW PHOTO LAB. MOUNT TRANSFORMER ABOVE IN BACKROOM BEHIND NEW PHOTO LOCATION. 30 KVA TRANSFORMER O REMOVE CABLE, CONDUIT, BOXES, PLUGSTRIP, REUSE IF POSSIBLE, DISPOSE OF REMAINING. COORDINATE REMOVAL OF SECURITY, POS, ALARM AND TELEPHONE CIRCUITS WITH STORE SECURITY. FROM PANEL PP5, TO PANEL GDP3 BELOW, to REMOVE WALL AND DOOR OF DATA OFFICE AS SHOWN. CREATE A BULKHEAD AT 1BELOW LOWEST MOUNTED IN BLDG. STEE . GDP3-9111 SBD5-1 P3-2 EXISTING CEILING, ATTEMPT TO RELOCATE DOOR AND FRAME TO NEW DOORWAY IN MODIFIED DATA I TELE. ROOM (NOW BECOMING SERVER ROOM); COORDINATE WITH ELECTRICAL CONTRACTOR. ' RELOCATE EXISTING EMERGENCY LIGHTS & EXIT SIGNS AND LIGHT SWITCHES AS REQUIRED. REMOVE CONDUIT, rl I I I I I—I I ` - I -T ---- I I _ __- BOXES AND CABLE BACK TO PANEL. I' �Hp I I I I f T *1 I 013._- 1/3 II I II Ii " tt EXISTING PLUMBING AT PET CONNECTION AREA TO BE CAPPED OFF AT WALL. SEAL SANITARY LINE SUFFICIENTLY. O I I I I I I I I I I t PLUGMOLD I GDP3-12 Oto EXISTING DIFFUSER OR RETURN AIR AND REMOVE DUCTWORK AS SHOWN DISCONNECT EXISTING DIFFUSER &RETURN AIR GRILL. REMOVE DUCTWORK, RECONNECT TO RTU -3 WI NEW DUCTWORK. FOTO ( I O 14 MOVE EXISTING UPS 18' TO THE RIGHT TO ALLOW FOR NEW DOOR. I ; I I: I 7,p3-10 I is RELOCATE EXISTING PHONE AS REQUIRED FOR NEW DOOR OPENING. -- -- l 1 a RELOCATE EXISTING THERMOSTAT, SEE SHEET M-101. ---t---- ----- --- - } ----- ------ ---- } G DP3-113 GQP3-5R }I� PLUGMOL 17 DEMO EXISTING COAT ROOM CEILING GRID AND TILE TO ALLOW NEW STUD WALLS TO EXTEND C iG�3-10 GDP3-14 s� ilk; TO ROOF STRUCTURE. --- -- --_ - _._..____.__ s IS 2 O to REMOVE EXISTING LIGHTING FIXTURES AND STORE ON SITE FOR REUSE. REMOVE CONDUIT, BOXES AND CABLE THAT ARE NOT BEING REUSED, BACK TO PANEL. IDENTIFY CIRCUIT BREAKER AS BEING A SPARE. - _ ; _ _ ' _SBD5-3 SBD5-3 T_� Til GDP.�'1___- is PROVIDE NEW TYPEWRITTEN PANEL DIRECTORY. C EXISTING LIGHTING FIXTURES TO REMAIN. ADD NEW FIXTURES AS SHOWN ON N15IM-101. _Q'� — _-----_- OC - i O EXISTING OUTLETS TO BE RELOCATED TO OTHER SIDE OF WALL PER SHEET Q130 C EM _ - st FIXTURE TO REMAIN CONNECT TO EMERGENCY CIRCUIT C RETMIL NEN j - ADMIN - - - - -� ASSISSTANT L_ - -=- - j-' C C —- -- =- -- - -- -- -- _ ------------------------ + I C C I 1; C STORE I' C DIR. WOMEN I C C n F5 MD -101 Mechanical Demo Plan 1/8' = 1'-o" IG7 E -F N N N •L JOB No. :J040249130 ISSUED FOR: Final DATE: 6/22/04 U) JMV CHECKED: MEM REVISIONS: i ■ :H C O M r :J 1 > C ■� E c cCESS — U � E :K Demolition Plans N •L JOB No. :J040249130 ISSUED FOR: Final DATE: 6/22/04 DRAWN BY:: JMV CHECKED: MEM REVISIONS: i � N - Key Plan N15 Power & Lighting Demo Plan Not to Scale : MD -1 01 MD -101 1/8" = 1'-0" . . . . . . . . . . . . . . . . . 15 . . . . . . i . . . . 14. . . . . . .. . . . .. .. . . . . '10. . . . . . .I. . . . . . . . .7. .. . . .4. I. . . . . . . . . . . . . i 17 I 18 1 191! E. F. G I:4 J K• L• -1 D1 1 Mechanical Demo Plan MD -102 1 1/8" = 1'-0" I HI I I Plumbina Demo Plan 1/8" = V-0" NOTE: DEMO EXISTING FLOOR SLAB AS REQUIRED TO CONNECT NEW SNITARY TO EXISTING. FIELD VERIFY EXACT LOCATION. HOT WATER & COLD WATER TO BE RUN OVERHEAD FROM EXISTING PHARMACY. 0 --------- _ -, . _ 'N -- GDF .6-4 UPS5-14 UPS5-16 F Notes O WIREMOLD G4000 RACEWAY FROM ABOVE CEILING TO COUNTER W/ CONDUIT INSIDE FOR POWER, WITH REMAINDER OF RACEWAY FOR LOW VOLTAGE CABLES. FIELD VERIFY AND REMOVE AS REQUIRED. O BUSHED CONDUITS FOR COMMUNICATIONS / DATA CABLES. CONDUITS CAN BE ABANDONED IN WALL, AS REQUIRED; INSURE NO OTHER AREA USES, OTHER THAN PHARMACY. REMOVE IF NEEDED TO COMPLETE FINISH WALL. Oa REMOVE EXISTING CEILING GRID AND INSULATION, LIGHT FIXTURES, DIFFUSER & SPEAKER IN PHARMACY WAITING. SAVE FOR REINSTALLATION TO MATCH EXISTING PHARMACY CEILING HEIGHT AND PATTERN. O RELOCATE EXISTING SWITCH AND REWORK LIGHTING WIRING AS REQUIRED. O SAW CUT EXISTING CONC. SLAB AS REQUIRED TO CONNECT TO EXISTING SANITARY LINE, COORDINATE WITH EXISTING UTILITIES. O SHORTEN FIRE PROTECTION HEADS UP TO NEW CEILING HEIGHT. COORDINATE WITH ELECTRICAL AND F.P. CONTRACTOR. EXISTING PHARMACY CEILING HEIGHT = 9'-8", EXISTING WAITING AREA CEILING HEIGHT = 9'-0" (FIELD VERIFY). Oi REMOVE CABLE, CONDUIT, BOXES, PLUGSTRIPS AND DISPOSE OF SAME. COORDINATE REMOVAL OF SECURITY, POS, ALARM AND TELEPHONE CIRCUITS WITH STORE SECURITY. 0 REMOVE HOT AND COLD WATER SUPPLY LINES BACK TO ABOVE AREA CEILINGS AND CAP OFF PRIOR TO BALL VALVES AS REQUIRED. O RELOCATE EXISTING SINK TO NEW PHARMACY. �e REMOVE 2" WASTE AT WALL. CAP INSIDE WALL SO WALL CAN BE FINISHED. VERIFY OTHER USES OF VENT TO ROOF AND CAP OFF ABOVE CEILING. a REMOVE COLD WATER LINE BACK TO ABOVE AND CAP OFF PRIOR TO BALL VALVE. tt REMOVE WASTE IN WALL AND TERMINATE AT ENTRY INTO SLAB. GRIND BELOW SURFACE AND SEAL, REPAIR FLOOR, TO BE FINISHED WITH VCT. REMOVE VENT BACK UP TO CAP ABOVE. r THIS AREA SHOWN .D .E F SBD8-4 _ UPS5-12 UPS5-11 �-(4) PLUGMOLDS UPS5-17 GDP16-6 tion Plans :J040249130 )R: Final JMV MEM 0 I I a 0 CD y ■ :H O M r :J 1 CD.c N N 0� E m ca CD U -- � • � m v E K N SBD8-4 _ UPS5-12 UPS5-11 �-(4) PLUGMOLDS UPS5-17 GDP16-6 tion Plans :J040249130 )R: Final JMV MEM 0 I I a 0 m E. F. G In J. A L- a Notes O PHOTO LAB TO HAVE NEW FRONT AND BACK COUNTERS & LAYOUT, RELOCATED AND NEW EQUIPMENT; SEE OWNER FURNISHED ON SHEETS. O CONSTRUCT NEW WALLS AS SHOWN, MATCHING EXISTING METAL STUD AND GYP. BOARD THICKNESS. CONSTRUCT TO 6' ABOVE SUSPENDED CEILING. OFURNISH / INSTALL NEW TX T HOLLOW METAL DOOR AND FRAME IN EXISTING WALL BETWEEN SALES FLOOR AND LAY -A -WAY BACK ROOM. FURNISH NECESSARY MATL.ON BACK ROOM SIDE SURFACE OF STUD WALL AS REQ'[ FOR FLUSH MOUNTING OF FRAME. INSURE FIRE RATING NECESSARY FOR BACKROOM INSTALLATION. SEE A103 FC SCHEDULE. O INFILL OPENING FROM EXISTING DOOR WITH STUDS & GPDW, FLUSH TO EXISTING WALLS. 0s MODIFY BULKHEAD HEIGHT UP TO 9'-6" A.F.F. O EXISTING SUSPENDED CEILING IN NEW PHARMACY TO REMAIN. Oi NEW BULKHEAD AT 1" BELOW LOWEST EXISTING CEILING IN NEW PHARMACY. Oa TERMINATE EXISTING UTILITIES IN FLOOR OF OLD PHOTO LAB. O REPAIR/REPLACE WITH NEW VCT TILE TO MATCH SALES FLOOR EXISTING OR NEW CONCEPT. to NEW DRIVE-THRU WINDOW AND DRAWER, NEW LINTEL AT WINDOW. » RELOCATED DOOR FROM DATA OFFICE AND LP OFFICE, SEE DEMOLITION NOTES 4 & 5 OF PHOTO LAB DEMOLITION NOTES ON SHEET AD -101. �t NEW DOOR & FRAME SEE A103 FOR SCHEDULE �a NEW COUNTERS; SEE OWNER FURNISHED 'Q" SHEETS. �4 DEMO EXISTING COAT ROOM CEILING GRID AND TILE TO ALLOW NEW STUD WALLS TO EXTEND --M-ROOF STRUCTURE; SEE SHEET AD -101. t6 NEW SLIDING DOORS; SEE DOOR SCHEDULE, SHEET A103. �0 CART GUIDE POST. i G12 Garden Center Door Plan A-101 1 1/4" = 1'-0" IF4 I Photo Lab Floor Plan - A -101 o NEW PHARMACY M I 5' u NEW fT 11 Inc �e 10249130 Final 6/22/04 JMV MEM a 11 11 I A. B. G E i6 I 17 . . . . . .I . . . . . . 16. . . . . . . I . . . . . . .15 . . . . . . . . . . . . . 14 . . . . . . .1 . . 13 I . .12 1. 11 . . . . . . ?�. .1. . 9. I. $ . . . . . .� . .1. . 6. 1. 5 1 4 . . . . I . . 3. . . . . 1. ? f 1 PATTERN REFERENCE - RF -15 SCHEDULE ©= RF -15A —' = RF -15B = RF -15D (12" x 12") © = RF -15C F. FLOOR FINISH SPECIFICATIONS: A. PRIOR TO APPLICATION OF UNDERLAYMENT AND ADHESIVE, THE CONCRETE FLOOR SLAB SHALL BE THOROUGHLY CLEANED OF ANY FOREIGN MATTER THIS INCLUDES DIRT, DUST, OIL, GREASE, SOAP, SILICON, OR ANY MATERIAL THAT WILL AFFECT 100 PERCENT ADHESION BETWEEN SLAB, ADHESIVE AND TILE. CONCRETE FLOOR SHALL BE CLEANED BY BROOM SWEEPING, SCRAPING, VACUUMING, AND WET MOPPING USING CLEAN POTABLE WATER WITH NO CHEMICALS OR DETERGENTS ADDED. DO NOT FLOOD SLAB, USE EXCESSIVE QUANTITIES OF WATER, OR ANY TYPE OF FLOOR CLEANING COMPOUNDS. B. UNDERLAYMENT SHALL BE UTILIZED FOR LEVELING ROUGH OR UNEVEN SUBFLOORS. UNDERLAYMENT SHALL BE APPLIED TO THOROUGHLY CLEANED CONCRETE FLOOR SLABS PER NOTE A ABOVE. 1. WHEN UNDERLAYMENT MATERIAL IS INSTALLED OVER CONSTRUCTIONICONTRACTION JOINTS, IT MUST BE SAW CUT ON THE CONSTRUCTION/CONTRACTION JOINT LINE TO ALLOW SLAB MOVEMENT. 2. ALL UNDERLAYMENT SPECIFIED SHALL BE MANUFACTURED BY NARDEX" CORPORATION. NO SUBSTITUTIONS OR EXCEPTIONS WILL BE PERMITTED. FOLLOW MANUFACTURER'S WRITTEN PROCEDURES FOR INSTALLATION. H. 3. USE'ARDEX" SD -P TROWEL -ON UNDERLAYMENT FOR LEVELING ALL AREAS FROM 114' TO FEATHEREDGE. USE "ARDEX" K-15 FOR LEVELING AREAS W/DEPTHS GREATER THAN 1/40. ALL AREAS REQUIRING'ARDEX" K-15 MUST BE PRIMED WITH'ARDEX- P-01 PRIMER. ALL AREAS REQUIRING'ARDEX" SD -P MUST BE PRIMED WITH "ARDEX P-82 PRIMER. NOTE: NO PRIMER IS NEEDED WHEN UTILIZING SD -P & K-15 ON NEW CONCRETE SLABS. C. FLOOR TILE AND ADHESIVE MUST BE MAINTAINED AT 65 DEGREES F FOR A MINIMUM OF THREE DAYS BEFORE INSTALLING. D. THE FLOORING CONTRACTOR SHALL PROVIDE ALL FLOORING ADHESIVE/MASTIC AS FOLLOWS: 1. ARMSTRONG STANDARD EXCELON VINYL COMPOSITION TILE (V.C.T.) TO BE INSTALLED USING J. ARMSTRONG S-515 ADHESIVE ONLY, THIS INCLUDES TILE -ON AND NEW CONSTRUCTION. 2. ARMSTRONG SAFETY ZONE EXCELON SLIP -RETARDANT TILE TO BE INSTALLED USING ARMSTRONG #S-230 ADHESIVE ONLY, NO TILE -ON INSTALLATION OF SLIP -RETARDANT TILE WILL BE ACCEPTABLE. 3. THE FLOORING CONTRACTOR SHALL INSTALL ARMSTRONG STANDARD EXCELON V.C.T. UNDER ALL REFRIGERATED CASES. THE FIRST TWO FULL TILES AROUND THE PERIMETER OF ALL REFRIGERATED CASES, SHALL BE INSTALLED USING ARMSTRONG #S-230 ADHESIVE. ARMSTRONG #S-515 ADHESIVE SHALL BE USED FOR ALL ARMSTRONG STANDARD EXCELON V.C.T. OUTSIDE OF THIS AREA. 4. SHEET VINYL FLOORING AND SPECIALTY FLOORING, MUST BE INSTALLED PER FLOORING MANUFACTURER'S RECOMMENDED INSTALLATION METHODS AND RECOMMENDED ADHESIVE. K- 5. NEW TILE INSTALLATION IN REMODELS AND RENOVATIONS, CONTRACTOR TO REMOVE EXISTING FLOORING AND ACCOMPANYING ADHESIVE. CLEAN CONCRETE SLAB BY MEANS OF SCRAPING, SANDING OR SHOTBLASTING, SO THAT 80% OF THE CONCRETE SLAB OF THE OVERALL AREA IS EXPOSED. E. THE FLOOR TILE MANUFACTURER'S APPROVED NOTCHED STANDARD TROWEL MUST BE USED WITH THE TILE MASTIC SPECIFIED. ONLY DISPOSABLE TROWEL BLADES WILL BE ACCEPTED. NO SELF -NOTCHED TROWELS WILL BE ACCEPTED. THE FLOOR TILE CONTRACTOR SHALL HAND TROWEL ALL MASTIC TO THE CONCRETE SLAB, NO OTHER METHODS OF APPLICATION WILL BE ACCEPTABLE. F. THE CONTRACTOR MUST ENSURE PROPER ADHESION SET TIME WITH PARTICULAR INTEREST AND L ATTENTION PAID TO THE BUILDING ENVIRONMENT. ADHESIVE SHALL "SET" NATURALLY, FANS AND HEATERS ARE NOT PERMITTED. G. ALL SPECIALTY TILE TO BE ROLLED PER MANUFACTURER'S DIRECTIONS. H. ALL EQUIPMENT (ie: LIFTS, HILOS, TOOL CRIBS, ETC.) SHALL BE KEPT OFF NEW FLOOR TILE INSTALLATIONS. NO WET WASHING OR SCRUBBING OF TILE FOR AT LEAST 5 DAYS AFTER INSTALLATION. NO STRIPPING OR WAXING OF TILE WILL BE PERMITTED FOR A MINIMUM OF SEVEN DAYS AFTER INSTALLATION. I. ALL NEW FLOORING BEING INSTALLED SHALL MATCH EXISTING FLOORING. COLOR MATCH MUST BE APPROVED BY MEIJER PROPERTY SERVICES, PROPERTY DEVELOPMENT AND THE STORE DIRECTOR. CONTRACTOR SHALL PROVIDE QUANTITIES OF FLOOR TILE FOR MORE THAN 90 M. SQUARE FEET. STORE TO PROVIDE TILE IF LESS THAN 90 SQUARE FEET. J. WHEN V.C.T. IS INSTALLED IN BACKROOMS THE TILE MUST NOT BE INSTALLED WITHOUT PRIOR PREPARATION. IF EXISTING FLOOR SURFACE IS IN GOOD CONDITION, (PER PMS SUPERVISOR), CONTRACTOR TO PROCEED WITH SEALER INSTALLATION PER MANUFACTURER'S RECOMMENDATIONS. IF EXISTING FLOOR SURFACE IS BURNISHED, DAMAGED, ETC. (PER PMS SUPERVISOR) THE CONTRACTOR MUST LIGHTLY PROFILE THE EXISTING FLOOR SURFACE, BY MEANS OF SANDING, SHOT-BLASTING, OR OTHER MEIJER APPROVED METHODS AND PATCH THE ENTIRE AREA USING ARDEX K-15 TO PROVIDE A SMOOTH AND LEVEL SURFACE. 1. IN BACKROOMS WHEN METALLIC HARDENER IS PRESENT AND RUST OR OTHER IRREGULARITIES ARE ON THE EXISTING FLOOR SURFACE, APPLY DAYTON SUPERIOR'S SAFE SEAL J-24, AFTER RECOMMENDED FLOOR PREPARATION IS COMPLETE. N- 2. IN BACKROOMS WHEN QUARTZ TUFF HARDENER IS PRESENT OR OTHER IRREGULARITIES ARE ON THE EXISTING FLOOR SURFACE, APPLY DAYTON SUPERIOR'S SIL -CURE J-13, AFTER RECOMMENDED FLOOR PREPARATION IS COMPLETE. G.M. RESET LAMINATE FINISHES: SERVICE DESK. SPORTS / TOYS COUNTER, LAYAWAY COUNTER: FRONT - WILSONART #4746-60, WOOLAMAI BRUSH TOPS - NEVEMAR #SH2O03T, MANILA SHIBORI PAINT COUNTER: FRONT - NEVAMAR #WZ3001T, XANADU BLUE BAMBOO TOPS - STAINLESS STEEL PET COUNTERS: FRONT AND SIDES - NEVAMAR #AU5002T, FROSTY AQUA AURA WORK CABINETS IN FASHIONS: ALL - NEVAMAR #WM5577E, SCANDIA MAPLE PAMPHLET RACK: ALL - NEVAMAR #MXN-005T, CARAMELITE METAL FOUNTAIN EXPRESS: FRONT - WILSONART #4746-60, WOOLAMI BRUSH TOPS - STAINLESS STEEL PHARMACY: NEW HAT RACK IN MENS, DRESS SHIRT CUBE IN MENS, HEX DISPLAY BASE FOR FLORAL: ALL - NEVAMAR #WM5577E, SCANDIA MAPLE om . . . .1A . . . r 17. . . . . . .I . . . . . . 16 I. 15 ( . . . . . 14 . .I . . . . . . 13. . I. 12 ( 11 .1 io I. '9 i 0 (D 0 8.......I......-7.......I.......s ......i ......�.......1.............. Key Plan Not to Scale .A .B .0 2 C) p U O f• � ef' VE L 03 w` U ♦� CU • .6 C -C U T Yui 3 co 3 a� 3 LL S LMLO LO M LO Z0) °'00 vLO v c � . E co T `D m O (0 i Ln I_ N m H KCIMIDE, V) a) ■ ■ Cm O M r FINISH LEGEND CP -06 CARPET - CAMBRIDGE, CUSTOM #X-565-3 -GREY' CP -07 CARPET - CAMBRIDGE, CUSTOM #X-065.4 "DARK BLUE' CP -09 CARPET - CAMBRIDGE, CUSTOM #X-065-1 -RED' CP -10 CARPET - CAMBRIDGE, CUSTOM #X-009.1 "ORANGE - CP -11 CARPET - CAMBRIDGE, CUSTOM #X-552 "BLUE DESIGN CP -13 STANDARD CARPET - OXFORD III / COLOR 8710 "CHESAPEAKE BAY - x cn ca PF -08 PAINT - PRATT & LAMBERT 41216 "BLUE PRIDE' I PT -06 PAINT - SHERWIN WILLIAMS #SCCR24 -SEPW PT -31 PAINT - PRATT & LAMBERT # 1142-ANCHUSA' PT -32 PAINT - DUTCH BOY'NANTUCKET SOUND" - PAINTED SIGN BAND RB -02 ROPPE RUBBER BASE, #P178 PEWTER, 4- HIGH a,SrtCh • Finish Specifications RF -03 VCT -1 FT. STRIPE DESIGN - ARMSTRONG IMPERIAL TEXTURE #51862 -BLUE EYES' RF -10 VINYL FLOORING SYSTEM - TASK FLOORS INC - PARTERE / PATHWAY WOODS, #11073 "CHURCHILL MAPLE- 4' X 36' X 3MM RF -11 VINYL FLOORING SYSTEM - TASK FLOORS INC - PARTERE / PATHWAY WOODS, #11227 "CROWN CHERRY" 40 X 36' X 3MM RF -13 VCT -ARMSTRONG SLPI RETARDANT SAFETY ZONE #57010 ?MR ROCK' RF -15 VCT DESIGN AT CHILDREN'S FASHION -SEE PATTER REFERENCE THIS SHEET CARPET REDUCER: JOHNSONITE REDUCER #CTA -40-H F.V. REDUCER PROFILE W/ FIELD CONDITION NOTE: ALL CONCOURSE WAINSCOT SHALL CHANGE TO PL -M NEVAMAR MXN-W5T CARAMELITE METAL om . . . .1A . . . r 17. . . . . . .I . . . . . . 16 I. 15 ( . . . . . 14 . .I . . . . . . 13. . I. 12 ( 11 .1 io I. '9 i 0 (D 0 8.......I......-7.......I.......s ......i ......�.......1.............. Key Plan Not to Scale .A .B .0 2 C) p U O f• � ef' VE L 03 w` U ♦� CU • .6 C -C U T Yui 3 co 3 a� 3 LL S LMLO LO M LO Z0) °'00 vLO v c � . E co T `D m O (0 i Ln I_ N m H KCIMIDE, V) a) ■ ■ Cm O M r JOB No. :J040249130 ISSUED FOR-' Final -I 6/22/04 DRAWN BY: JMV CHECKED: ZN G3 REVISIONS: o NEON% E Cu x cn ca coU c I E 'K - ca Floor Finish Plans a,SrtCh • Finish Specifications --- --- L JOB No. :J040249130 ISSUED FOR-' Final DATE: 6/22/04 DRAWN BY: JMV CHECKED: MEM REVISIONS: m A-1 02 m 1 1 I I 9 :t " GPDW ON 3 J" METAL STUDS SHIM L• " CLEAR TEMPERED GLASS " CLEAR TEMPERED GLASS SURFACE MOUNTED "ROLL EZY" BALL BEARING STEEL M. TRACK SLIDING WINDOW TRACK FOR (3) OPERABLE PANES FULL WIDTH OF OPENING COUNTER, REFER TO MEIJER Q SHEETS ROLLING DOOR GUIDE WOOD BLOCKING AS REQUIRED HHS 3"x3"x1j" STEEL TUBE, BRACE TO STRUCTURE ABOVE, CONNECTION TO ACCOMMODATE 2" LIVE LOAD DEFLECTION " GPDW ON 3Off" METAL STUDS r J" TEMPERED SLIDING GLASS PANEL HDPE BELOW SLIDING WINDOW TRACK, BELOW A 1 7 1 [! NO. 100 18 I 17 . .I 18 I . 15 14 I 13. . I . .12 I. . . . . . . 11 . . . . . . .I . . . . . . . . . . . . . . I . . . . . . . 9. . . . . . . I. REMARKS BREAKAWAY; SEE MATCH 101 VESTIBULE ° 3/4" a . A PT HM I A PT 1'-9" EXISTING J1 -- I v SIDE OF 3 J" 102 EXISTING PRECAST 3' -0"x7' -0"x1 H" HM A PT HM A PT r H1 J1 -- CONCRETE PANEL RELOCATED FROM DATA OFFICE 103A PHARMACY 3' -0"x7' -0"x 1 3/4" HM A ° HM A PT H1 ROLLING GRILL A. 103B 4 4'-0"x4'-0" a. STL WRAP OPENING WITH FACT. STL C FACT. H3 H3 -- v SECURITY DOOR; SEE SECTION 08331, SHT. S-1 ALUM. TO MATCH DOORS PHARMACY 81-011X4'-8" 1/2" GYPSUM BOARD STL C FACT. STL C FACT. ° a H3 -- ON 3 5/8" METAL SEE SECTION 08331, SHT. S-1 104 CORRIDOR 3' -0"x7' -0"x1 3/4" HM A PT HM A 24 GA. PREFINISHED STUDS J1 -- 1/2" GYP. BD. ON `V Q LP OFFICE 3' -0"x7' -0"x 1 3/4" METAL DRIP A PT HM A PT H1 METAL STUDS -- N ° ° LP OFFICE 106 BACK ROOM 3' -0"x7' -0"x1 3/4" HM — PT HM A PT wO H1 J1 -- SEALANT EACH SIDE SEALANT EACH SIDE a 1 „ CONTINUOUS\—(2) 8" HEADERS CONTINUOUSDOOR Cf)0 000 OPERATOR " 1/2 GYP. BOARD ON H.M. DOOR FRAME INTERIOR SIDE EXTERIOR SIDE 3/4" METAL FURRING INTERIOR N DOOR; ON ROLL—UP DOOR B. SEE SCHEDULE c, ALUMINUM DOOR & HOOD Z FRAME Lr DOOR HEIGHT Ld o CL GYP. BD. EDGE o ANGLE . } [if W ROLLING GRILL GUIDE G Head - H1 Head - H2_ Head - H3_ 1 1/2" = V-0' 1 1/2" = V-0" 1 1/2" = 1'-0' DOOR; SEE SCHEDULE INTERIOR SIDE ALUMINUM DOOR FRAME DOOR; ROLLING GRILL GUIDE SEE SCHEDULE VERIFY R.O. WIT SEALANT EACH SIDE zz/ H.M. DOOR FRAME DOOR SUPPLIER CONTINUOUS WOOD BLOCKING AS D. STUD ANCHOR; SHIM REQUIRED (3) PER JAMB • � 8 a UZ (n ° . M X 00 LOCATE C3x5 EACH 2' SIDE AT DOOR 116 • Q GYP. BD. ON HHS 3"x3"x 3 16" / METAL STUDS 2„ EXISTING PRECAST STEEL TUBE, BRACE E. SEALANT EACH SIDE CONCRETE PANEL TOP TO STRUCTURE ABOVE CONTINUOUS WRAP OPENING WITH ALUM. TO MATCH 1/2" GYP. BD. ON EXTERIOR SIDE DOORS METAL STUDS OOR OPERATOR ABOVE Jamb - J1 Jamb - J2 Jamb - J3 F. 1 1/2" = V-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" — DOOR; 1 > SEE SCHEDUL INTERIOR SIDE EXTERIOR SIDE SWEEP G. SEE FLOOR FINISH PLANS CONCRETE SLAB FOR FLOORING v v v4 ° a .:Q EDGE OF SLAB AND BITUMINOUS PAVING H. 1/2" PREMOLDED HERE EXPANSION JOINT Qa APPLICABLE MATERIAL, OMIT AT BITUMINOUS PAVING ° ° PRECAST a CONCRETE WALL Sill - S2 1 1/2" = V-0" J: :t " GPDW ON 3 J" METAL STUDS SHIM L• " CLEAR TEMPERED GLASS " CLEAR TEMPERED GLASS SURFACE MOUNTED "ROLL EZY" BALL BEARING STEEL M. TRACK SLIDING WINDOW TRACK FOR (3) OPERABLE PANES FULL WIDTH OF OPENING COUNTER, REFER TO MEIJER Q SHEETS ROLLING DOOR GUIDE WOOD BLOCKING AS REQUIRED HHS 3"x3"x1j" STEEL TUBE, BRACE TO STRUCTURE ABOVE, CONNECTION TO ACCOMMODATE 2" LIVE LOAD DEFLECTION " GPDW ON 3Off" METAL STUDS r J" TEMPERED SLIDING GLASS PANEL HDPE BELOW SLIDING WINDOW TRACK, BELOW A 1 7 1 [! NO. 100 LOCATION SEASONAL SALES SIZE (2)2' -9"x7' -0x1 3/4" DOOR MAT. TYPE AL B Door Schedule FRAME LABEL I FIN. MAT. TYPE FIN. FACT. AL B FACT. GLAZING DETAILS LINTEL LOCKING HEAD JAMB SILL FUNCTION 1/4" TEMP H2 J2 S2 1 REMARKS BREAKAWAY; SEE SECTION 08461, SHT. S-1 101 VESTIBULE 3' -0"x7' -0"x1 3/4" HM A PT HM I A PT 1'-9" H1 J1 -- I " GPDW EA. SIDE OF 3 J" 102 SERVER ROOM 3' -0"x7' -0"x1 3/4" HM A PT HM A PT r H1 J1 -- RELOCATED FROM DATA OFFICE 103A PHARMACY 3' -0"x7' -0"x 1 3/4" HM A PT HM A PT H1 J1 -- 103B PHARMACY 4'-0"x4'-0" STL C FACT. STL C FACT. H3 H3 -- SECURITY DOOR; SEE SECTION 08331, SHT. S-1 103CI PHARMACY 81-011X4'-8" STL C FACT. STL C FACT. H3 H3 -- SECURITY DOOR; SEE SECTION 08331, SHT. S-1 104 CORRIDOR 3' -0"x7' -0"x1 3/4" HM A PT HM A PT H1 J1 -- 105 LP OFFICE 3' -0"x7' -0"x 1 3/4" HM A PT HM A PT H1 11 -- RELOCATED FROM LP OFFICE 106 BACK ROOM 3' -0"x7' -0"x1 3/4" HM A PT HM A PT 1 HR H1 J1 -- NOTES: 1. HDPE PUSH PLATE ON PUSH SIDE OF DOOR. SEE SCHEDULE HM o ILL! O I N i� w Li Door Type "A° Door Type "B" 2-1" 14 GA. STUD BLOCKING " GPDW LINTEL: W8X10 W/ J"X13" PLATE ALUMINUM WINDOW TO MATCH EXISTING EXTERIOR WINDOWS W/ BULLET RESISTANT GLAZING 0 I TRANSACTION DRAWER 4 COORDINATE MODEL W/ OWNER GPDW RETURN BEYOND PHARMACY MILLWORK DETIAILS BY OWNER 0 I N SEE SCHEDULE (TYP.) w w O.H. COILING DOOR Door Type'C' Frame Type "A" MILLWORK; COORDINATE WITH MEIJER "Q" DRAWINGS (2) 8", 20 GA. HEADERS " GPDW ON J" METAL FURRING ON ROLL—UP ° DOOR HEIGHT DOOR - E' 7'-6- GPDW EDGE CHANNEL ROLLING DOOR_/ GUIDE HBC SALES COUNTER: SEE MEIJER Q SHEETS1 7_ I I I I I ROLLING DOOR PHARMACY CONT. WOOD BLOCKING 4" GPDW EA. SIDE OF 3 J" METAL STUDS @16" O.C. BASE, TO MATCH EXISTING WI 1 H MLIJLH "-Q" DRAWINGS H3 Pharmacy Elevation A-101 1/4' = V-0" (2) 8", 20 GA. HEADERS " GPDW ON METAL FURRING ON ROLL—UP ° DOOR HEIGHT DOOR EL 7'-6w 0 I GPDW EDGE ROLLING CHANNEL DOOR ROLLING DOOR_/ GUIDE HBC SALES PHARMACY COUNTER: SEE MEIJER Q SHEETS 1'-9" CONT. WOOD BLOCKING I " GPDW EA. SIDE OF 3 J" METAL STUDS ®16" O.C. BASE, TO MATCH I EXISTING j r Ev- 0,0 o,0 "0 V =� N La CO ° mv .6 c • V �CD 3 m 3 u - B s m LO �rno 0 __ca c Za) °' a) r LOL U .V I' 0 E co ::) 9 0(o L o E C N co I - c tip X17 .E , .F .G U) ■ :H Cz M TM •J Ron >C •_ . 0v (Dco ■� E c E .K C\I c`d „ rU Door Schedule Head & Jamb Details Wall Sections •L JOB No. `J040249130 ISSUED FOR: Final DATE: 6/22/04 DRAWN BY: JMV CHECKED: MEM REVISIONS: N' -9--- N14 Section N12 Amb Detail— N9 Pharmacy Counter Section N6 Pharmacy Counter Section N3 Pharmacy Counter Section A-1 03 A-101 1 1/2' = V-0" A-101, A-103 1 1/2" = V-0' AD -101, A-101 3/4" = V-0" A -101A-103 3/4" = V-0" A-101, .1� f . . . . 17. .I 16 . . . . . .I. .15 i . . . . . . 14. . . . . . .I 13. . .I. 12 - - i 11 . . . . . . . . . . . . j0. . . . . . .I. .9 i 8 . . . . . . .I . . . . . . .7. . . . . . .I. . . . . . .8 . . . . . . i . . . . . . 5 . . . . . . .I . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . 1 1/2"SCW 3' CW 1 G H. ROOM O E� N -EXIST. NEW "SAN. H.B. z M L F15 Plumbing Plan M-101 10 N Notes [� EXTEND HOT AND COLD WATER FROM EXISTING MAINS. RELOCATED SINK AND FAUCET FROM EXISTING PHARMACY. a 2" VENT, CONNECT INTO EXISTING VTR. 4 INSTALL 5 GALLON CROCK W/4 H.P. SUBMERSABLE PUMP. PUMP HOUSING & IMPELER MUST BE PLASTIC. CONNECT UMP T01' PVC UP TO STRUCTURE ABOVE (MUST REMAIN UNDER 20 FT. HIGH). PROVIDE PLASTIC CHECK VALVE ABOVE PUMP. TRANSITION PVC ABOVE TO PLASTIC FLEX TUBING TO RUN TO NEAREST WASTE STACK. Os RELOCATED EXISTING LIGHTING FIXTURES AND CIRCUITS FROM EXISTING COAT ROOM. EXTEND EXISTING CIRCUITS AS REQUIRED. (TYP.) FIXTURE 'C'.); SEE LIGHTING SCHEDULE. e RELOCATED EXIT SIGN, MOUNT ABOVE DOOR. EXTEND EXISTING CIRCUITS AS REQUIRED. NEW EXIT SIGN. O INSTALL NEW SWITCH, CONNECT TO EXISTING LIGHT FIXTURES. e NEW FIXTURE -D', SEE LIGHTING SCHEDULE. 1e EXISTING FIXTURES TO REMAIN. 11 EXISTING FIXTURE CONNECT TO EMERGENCY CIRCUIT 1z REBALANCE EXISTING LINEAL DIFFUSERS THAT ARE NOT ABANDONED TO 650 CFM. 1a RELOCATED RETURN AIR GRILLE. 14 NEW 245Q4" DIFFUSER. 1e NEW 24"x24" RETURN AIR GRILLE. 1e EXISTING ELECTRICAL PANELS AND TRANSFORMERS; SEE SHEET MD -101. 17 RELOCATED THERMOSTAT. 1e TEMPORARY ALARM FOR UNDER COUNTER REFRIGERATOR. 1e UNDER COUNTER REFRIGERATOR. zo DATA - VC, STUB TO CEILING SPACE 21 GFI ABOVE COUNTER. ffi 4' SQUARE BOX W/ 1'C, STUB TO CEILING SPACE (SECURITY). za RECEPTACLE FOR PHARMACY SECURITY SYSTEM,1 P/1 5A CKT. BREAKER WITH HANDLE LOCK. VERIFY EXACT LOCATION WITH OSR. CKT. #EMD1,17. z4 PROVIDE (2) I.G. RECEPTACLES BELOW COUNTER IN ACCESSIBLE LOCATION FOR EACH CRT & (1) I.G. RECEPTACLE FOR EACH PRINTER. PROVIDE DEDICATED CIRCUIT WITH ISOLATED GROUND FROM 1P15A BREAKER, COORDINATE EXACT LOCATION WITH CONTRACTOR FOR CRT'S. INSTALL C.O.'S TOGETHER WITH APPROX.1' BETWEEN BOXES. z5 PLUGMOLDS TO BE WALL MOUNTED AT 44" A.F.F., U.N.O., WITH OUTLETS SPACED 12" APART. SEE SECTION. ze REFER TO MEIJER Q -SHEETS FOR MISC. ELECTRICAL DROPS, RELOCATIONS & REQUIREMENTS. o � F5 Mechanical Plan M-101 1/8* = V-0" N- N15 Power & Lighting Plan 1 M-101 1/8. = 1 1-0" . . . . . j' . .I 1 s. . I . . . . . . .15 . . . . . . i . . . 14 . . . . . . .I . . . . . 13. . . . . . . I . .12 _ i . . . . 11 . . . . . . .I i 0. . . . . . . I . . . . . . . 9 i . . . . . . 8 . . . . . . .I . . . . . . .7 . . . . . . . I . . . . . . . 6 . . . . . . i . . . . . . 5 . . . . . . .i . . . . . . . . . . . . Key Plan Not to Scale u E L .F r I •L 111101111111110 ISSUED FOR= CD DATE: 6/22/04 DRAWN BY:: co CHECKED: MEM REVISIONS: ■ H ■ c �o r .J 1 N (V 0ENE% m m ECES ■iiiiiiiiiiiiiiiii c Ca U E � a> �r E K `c rU New MEP Plans •L JOB No. :J040249130 ISSUED FOR= Final DATE: 6/22/04 DRAWN BY:: JMV CHECKED: MEM REVISIONS: 1` M-101 A 18 17. .� 16. .1. _ .15 . . I. . . . . _ . 14. . . . . . .I . . . . . 13. . . . .I. .12 - �. 11 .I 10. .I. .9. I. $ ?. .. .6. I. 5 4. .�. .3. . . . . . �. . . 2 1 C 40V N ERR r. r - -- - __ __ _ _ __------_ -- _ ____ -------- Notes ; �., -r - -- - It A. t INSTALL 5 GALLON CROCK W/j H.P. SUBMERSABLE PUMP. PUMP HOUSING & IMPELER O MP T01' PVC UP TO STRUCTURE ABOVE MUST REMAIN UNDER ; MUST BE PLASTIC. CONNECT PUMP ( t I _ .., SILVER RECOVERY E v 20 FT. HIGH). PROVIDE PLASTIC CHECK VALVE ABOVE PUMP. TRANSITION PVC ABOVE` ', ! vP_s 0 TO PLASTIC FLEX TUBING TO RUN TO DRAIN AT MOP SINK NEAR COLUMN J-3 APPROX.170 FT. AWAY. ----------- 0 0 i?I R g v I a NR OOMPRES$O GOP1-- s CONNECT NEW HOT AND COLD WATER LINES INTO EXISTING MAIN LINES IN ABOVE BACKROOM. - -- _ _-_ - --------- u - (J t = --- ----- ------ ---------_` - __ G P 3 - -- I o GO �. _ - - m -- - - -- a NEW AIR ADMITANCE VALVE (AAV)wr -_r — — _ -LO �_ = - --_- ____ CO — ae c a RELOCATED SINK AND FAUCET FROM EXISTING PHOTO LAB. S A_' -AVE `�E.RA —`y 1 ---- - _ i ---- _1 .- yw+ s (1)120V CONVENIENCE OUTLET TO BE INSTALLED FLUSH WITH MARTECK BACKING. = T C00 a •�. � ���.L. P, I i I L � 3 co RDINATE WITH MEIJER "Q' DRAWINGS. 7i'° `+'0,.; M14 " 3 • DATA -1"C, STUB TO CEILING/JOIST SPACE. COORDINATE WITH MEIJER "Q" DRAWINGS. s"r .'C' Y A, CAB -E + 10 7 ( 0 3 w - ,, . l r B. 7 RELOCATED TRANSFORMER AND PANEL GDP3 FROM OLD PHOTO LAB; SEE DETAIL N14/M-102 -R.. j� ' - _— I O PROVIDE (2) I.G. RECEPTACLES BELOW COUNTER IN ACCESSIBLE LOCATION FOR EACH CRT & -_- -----_ _ Lo I r BY E.C. R0 - E j - n-- � g in 1 I.G. RECEPTACLE FOR EACH PRINTER. PROVIDE DEDICATED CIRCUIT WITH ISOLATED GROUND PRS O" t () CAB HR COUNTER HOLE ----- � - � v �n FROM 1P15A BREAKER, COORDINATE EXACT LOCATION WITH CONTRACTOR FOR CRTS. INSTALL 0 -- N c TO-CL=aPAEI'�I1`,------------- C.O.'S I m C.O: S TOGETHER WITH APPROX. 1" BETWEEN BOXES. C m O• (1 WALL MOUNTED PLUGMOLD 4'-0' LONG WITH 6' O.C. OUTLETS ®46' A.F.F.; COORDINATE WITH I 120V C,(, BY E.C_ 1 ;� PHOTO I ------ �* uI ER' " DRAWINGS. SEE C10IM102 SIM.. )aOatiT I} ACCESS BLE l PHOTO i= J Q (SIM.). LOCATION. I LAB COPIER LAB o t GDP31 I SBD14 y c r to PROVIDE RECEPTACLE LOCATED AT BASE OF EQUIPMENT. PROVIDE 120V CIRCUIT FROM 1 P20A BKR. m 0 (D TO JUNCTION BOX IN JOISTS ABOVE WITH 240V,'12 l 3 BUS DROP CABLE FROM JUNCTION BOX DOWN C 10 P harmacy Counter Detail ; 0 — t0 GDS 2 ADJACENT TO EQUIPMENT. PROVIDE'KELLEMS' GRID AT JOISTS AND AT RECEPTACLES. (DO NOT �---_ sl GDP3 toLO ATTACH TO EQUIPMENT! .SEE DETAIL F10/M102. COORDINATE WITH MEIJER "Q" DRAWINGS. C ) M-102 NO SCALE h ' _ —F. 17 i • C - - — -- � Ott ((1 QUAD OUTLET INSTALLED Q 26' A.F.F., 46' A.F.F., & 67' A.F.F. TO TOP OF OUTLET. COORDINATE WITH JB AT BUILDING STEEL (iII�IJER'Q' DRAWINGS. ' t7 F10 is EQUIPMENT RELOCATED FROM EXISTING PET AREA secs -s 10 u (1)120V CONVENIENCE OUTLET INSTALLED ON TOP OF GONDOLA. BLANK I - GDP3.2 PLATE "KELLEMS" GRIP OIN __ I; COLOR COPIER to RUN 2-#8,#10G INCI'C INSTALL NEW 50 AMP 2 -POLE CIRCUIT BREAKER PANEL GDP24. "t @GDP3-10 240V., +10/3 240V., +12/3 �- t5 NEW SENSORMATIC. OVERHEAD WIRING, TRENCH BETWEEN PADDLES. SEE MEIJER SHEET Q130 CABLE DROP CABLE DROP III 1 1' is 120V CONVENIENCE OUTLET INSTALLED V-0" A.F.F. FOR DVD PLAYER & MODULATOR (E4). — D. COORDINATE WITH MEIJER "Q' DRAWINGS. PROCESSOR D n COMMUNICATIONS CONTRACTOR TO PROVIDE CONNECTIONS FROM DEVICES TO CENTRAL 1 PROCESSING HUB TO MAIJER LAN. ALL WIRING TO BE CONCEALED IN COUNTERS & WALLS. COORDINATE WITH MEIJER "Q' DRAWINGS. — COLOR ( GDPB-16 -------- (--...._. EDGE COPIER' to EXTEND HOT AND COLD WATER FROM EXISTING MAINS. G10 DP310 ( O .......-..._ SBD911 _ NEW AIR ADMITANCE VALVE (AAV) "BRYANT" +30102 (NO t• EQUALS), 2P30A, LOCKABLE ; s13139-112 SBD9-13 O CONNECT NEW 3' SANITARY LINT TO EXISTING 4" SANITARY LINE. MANUAL STARTER E. F. G H• WIREMOLD RACEWAY DROP FROM STEEL DOWN INTO CASH STAND. TERMINATE AT 4x4 JB LOCATION. NARROW RACEWAY FOR LOW VOLTAGE CABLING DIMENSION OF RACEWAY PROVIDE 3/4"C. DOWN INSIDE RACEWAY FOR POWER WIRING. TERMINATE J. CONDUIT IN 4x4 JB. WIDE DIMENSION OF RACEWAY TOWARDS CUSTOMER & ASSOCIATE K• TELEPHONE ON RACEWAY PB ON RACEWAY DROP @ 54" AFF TO BOTTOM I AT 48"AFF TO BOTTOM HOLE THRU COUNTER FOR RACEWAY DROP IN FRONT CORNER BY GEN. TRADES LOW VOLTAGE CONTRACTOR. COORDINATE CABLING TO EXACT LOCATION. CASH STAND L• EQUIPMENT GROMMETED CASH HOLE THRU REGISTER COUNTER TOP FOR CABLE ROUTING. J CASH DRAWER PROVIDE RUBBER INSULATING GROMMETED HOLE IN 74 MATERIAL BEHIND PLUG STRIP & RACEWAY FOR LOW ATTACH PLUG VOLTAGE CABLING BY STRIP TO BACK E.C. VERIFY EXACT WALL OF MILL - M• SIZE. WORK. ANCHOR TO UNISTRUT & INSTALL TO BE ACCESSIBLE FOR DOUBLE NUT w E- 0 z w w In P3001 UNISTRUT BETWEEN JOISTS IN FLUTE OF METAL DECK, SECURE TO JOISTS. CUT STRUT BACK AT J1 AS REQ'D. FACILITATE INSTALLATI( TOF 120V. NEMA L5-20 "TWIST- "KELLEMS" LOCK" RECEPTACLE 0 1'-0"AFF GRIP (TYP.) N 1/2" NIPPLE 240V. NEMA L6-30 "TWIST - LOCK" RECEPTACLE 0 it '-O"AFF TO BOTTOM 8'-0" OF +10/3 CABLE W/NEMA •L6-30 "TWIST -LOCK" PLUG BY E.C. F10 Photo Lab Connections M-102 I NO SCALE Fl M-102 P1000 1/2" o ` PLUG STRIP BY E.C. UNISTRUT THREADED _ ATTACH TO BACK WALL ROD FISH TANK (TYP.) OF MILLWORK. • ANCHOR TO PLUG CORDAGE 4x4 JB W/"IG" UNISTRUT INTO "IG" OUTLET RECEPTACLE 010 BY E.C. ;;- I F7 F ni I F-1 I I L:1 DOUBLE NOTE= CASH NUT TYP. MAINTAIN MIN. 6" DIMENSION FROM BOTTOM OF METAL FLOOR STAND DECK TO ELEC. XFMR. OR PER LOCAL CODE OR PER MANUFACTURERS RECOMMENDATIONS, WHICH EVER IS L --INSTALL C.O.'S IN (3) GANG N• FLOOR GREATER BOX FLUSH IN LOZIER CASE BACK (TYPICAL). N18 Cash Stand Detail N14- Transformer mounting Detail ml Fisn am Power Detail M-102 NO SCALE M-102 NO SCALE M-102 NO SCALE F1}: I . . . . . 1S. . . . . . . I . . . . . . .15 . . . . . . ( . . . . . . 14. . . . . . .I . . . . . t3. . . . . . . I . . . . . . .12 . . . . . . ( . . . . . . 11 . . . . . . .I . . . . . . 10. . . . . . . . . . . .9 . . . . . . ( . . . . . . 6 . . . . . . .I . . . . . . .7. . . . . . . I . . . . . . .� . . . . . . . . . . . . r . . . . . . Photo Lab Plumbing Plan 1/8, = V-0" L 4 F3' M-102 •E I I I I Key Plan Not to Scale :J040249130 IR; Final 6/22/04 JMV MEM 6/11/04 nn -102 I H- i 24 EXISTING PANEL AND TRANSFORMER WITH DISCONNECT TO BE RELOCATED O PROVIDE INSTALLATION AS SHOWN •L U) a) ■ ■ ca O co r 1 CV ■� O ro co ro U � N E ,fm —U Revised One -line Diagram JOB No. J040249130 ISSUED FOR: Final DATE: 6/22/04 DRAWN BY, JMV CHECKED: MEM REVISIONS: �A n!1 b M-1 03 r a I I I I d Ev L o� V C) f— a V L s E cc V - 3 y m 3: LL s Q� '0� � o U)`� �CO Z °° Q U � CD CD -3 OCD L o E N cD CO F- C 11y' K• L• M• N• i J -4 a:. h4"WP1 •'t' —.. _.: ..,tel: I N 0 I I I 0 r .1R f7. . . . . . .) .16 . . . . . .I 15 . . . . . . i , . . . . . 14. . . . - . -I . . . . . . 13 I 12 i - 11 _ .I 10 9 . . . . . . i . - . . . . 8 . . . . . . .I . . . . . . .7. . . . . - -I. . . . . . .fi . . . . . . i . . . . . . 5 . . . . . . .I . . . . . . .A.