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Specifications DRAIWING INDEX Issue Information "I of
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GENERAL REQUIREMENTS Stone Veneer:
01APR14
mm Submittals:
Summary of Work: Number Sheet A. Stone samples: Stone veneer and stone coping caps. 0_ _
The work consists of an exterior deck addition with revisions to the existing deck, snow melt, and electrical as described in the Contract Documents.
Field Conditions: Project Name: 4:014.6.. ditiv
Contractor's Use of Premises: A. Protect stone masonry during construction. Cover tops of walls, projections, and sills with waterproof sheeting at the end of each day. General
During construction, Contractor shall have limited use of space indicated. Contractor's use of premises is limited only by Owner's right to perform work or employ other B. Stain Prevention: Immediately remove mortar and soil to prevent the from staining the stone masonry face. C.05 el)
Cover COVER
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contractors on portions of project. Aricoll
Stone Veneer: G1.01 INSIDE COVER • SOLARIS - UNIT 701 EXPANSION
Contract Modification Procedures: A. Thin cut medium modular stone veneer to match existing.
Upon the Owner's approval of a proposal from the Contractor, submitted either in response to a Proposal Request issued by the Architect or as a request for change DRB ,
from the Contractor,the Architect will issue a Change Order on AIA Document G701,for all changes to the Contract Sum or Contract Time. Mortar Materials: Structural DEC APPROVED
A. Preblended Mortar Cement:Type S,ASTM C 270
Shop Drawings: S1.01 GENERAL NOTES AND DETAILS • 5/6/2014 12:00:00 AM
Submit newly prepared information drawn to scale. Contractor to indicate deviations from Contract Documents, including any addenda or change to the scope of Veneer Anchors: S2.01 PARTIAL PLANS • PA RT N E RS H I P
the original scope of work. Do not reproduce Contract Documents or copy standard information. Submittals shall be sent via e-mail. Contractor to absorb all costs A. Adjustable wire anchors:Wire tie W1.7 diameter hot-dip galvanized wire. •
associated with correction of substituted product if deviation from Contract Documents not brought to Owner's and Architect's attention. B. Spacing: 16-inches on center vertically and horizontally.
C. Galvanized or polymer coated drill screws for steel studs. ARCH I T E C T S
Samples: Architectural
Submit(3)three sample finishes as specified and identical with the material proposed. Where variations are inherent in the material, submit at least(3)three units that Embedded Flashing Materials: D2.01 LEVEL 8 - DEMOLITION PLAN
show limits of the variations. Provide shop drawings and/or samples for the following items: Stone,doors, door hardware, railing, decking and wall cladding. Include A. Metal Flashing: Stainless steel, Type 304, 0.016 inch thick. •
2301 Blake Street, Suite 100
product name or name of the manufacturer. Architect will review each submittal, mark as appropriate to indicate action taken, and return copies less one retained. B. Flexible Flashing: Dupont Straightflash. D2.02 LEVEL 9 - DEMOLITION PLAN •
Denver Denver, CO 80205 303.861.8555
Temporary Facilities and Controls: Miscellaneous Masonry Accessories: A2.01 LEVEL 8 - FLOOR PLAN Issue Name: 0225 Main Street, Unit C101
Standards: Comply with NFPA 241, "Standard or Safeguarding Construction, Alterations, and Demolition Operations;ANSI A10 Series standards for"Safety A. Weeps: Masonry TechnologyIncorporated:Wall Opening Weeps;WOW9095 Vail
A2.02 LEVEL 9 - FLOOR PLAN • Edwards, CO 81632 970.926.8960
Requirements for Construction and Demolition"; and NECA Electrical Design Library's"Temporary Electrical Facilities." Electrical service shall be in accordance with B. Cavity Drain Board: Sure Cavity; SC5032
NEMA NECA and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70. A3.01 SECTION •
Setting Stone Masonry PERMIT SET
Temporary Utilities: A. Pattern: Match existing. A3.02 SECTIONS •
Use of the Owner's existing sanitary facilities will be permitted, so long as facilities are cleaned and maintained in a condition acceptable to the Owner. At Substantial B. Arrange stones with color and size variations uniformly dispersed for an evenly blended appearance. A4.01 EXTERIOR ELEVATIONS •
Completion, restore these facilities to the condition prevalent at the time of initial use. C. Install embedded flashing at lintels, ledges and other obstructions to downward flow of water in wall.
D. Place weeps where moisture may accumulate, including at base of cavity walls, above lintels and at flashings. A5.01 DETAILS •
Temporary Controls: E. Place cavity drain board behind all stone veneer. -
Provide temporary barricades,warning signs, and lights to protect the public and construction personnel from construction hazards.
Traffic control may be required for any work involving a crane. Installation: Mechanical
A. Anchor stone masonry to metal studs with wire anchors.
Product Requirements: B. Anchor stone caps with dowels epoxied into the cap. MP1.0 MECHANICAL & PLUMBING SPEC, LEGEND & SCHEDULES •
The Owner and Architect may consider substitutions of specified materials which provide a savings in Contract Sum and/or Time. The Contract Sum and Time savings MP2.0 MECHANICAL & PLUMBING INSTALLATION & DEMO PLANS
shall be identified at time of submittal. The request for substitution shall be submitted in reasonable and timely manner for review, as not to delay construction. Stone Pavers: •
Substitution submittals shall include product information,test data, samples(if applicable), delivery time,and cost information. If deemed acceptable by the Owner and Submittals:
Architect,the substitution submitted may be used by the Contractor. Acceptance of the substitution by the Owner and Architect does not relieve the Contractor of A. Stone Paver Samples Location MapConsultant
responsibility in performance or workmanship in relation to the substitution. The required warranties of any item of construction shall not be modified by substitutions. Electrical
Stone Pavers: 1E1.0 ELECTRICAL DESIGN NOTES •
Examination and Preparation: A. 1 1/2 inch thick paver to match existing.
Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to,surfaces that are sound, level and plumb; B. Stair Treads: Provide treads to match existing.
substrates within installation tolerances; surfaces that are smooth, clean and free of deleterious substances; and application conditions within environmental limits. Do
not proceed with installation until unsatisfactory conditions have been corrected. Prepare substrates and adjoining surfaces according to manufacturer's written Mortar Materials:
instructions. A. Preblended Mortar Cement:Type S,ASTM C 270
Cutting and Patching: Installation:
Before cutting/patching existing surfaces, examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed.Take corrective A. Do not use pavers with chips, cracks, voids, discolorations, or other defects that might be visible or cause staining in the finished work.
action before proceeding if unsafe conditions are encountered. Protect existing construction during cutting and patching to prevent damage.Temporarily cover openings B. Mix pavers to produce a uniform blend of colors and textures.
when not in use. Patch with durable seams that are as invisible as possible. Inspect and test patched areas to demonstrate integrity of the installation. Do not cut C. Joint Pattern: Match and continue existing pattern. --_----
structural members without prior written approval of Architect and Structural Engineer. For patching provide materials whose installed performance will equal or surpass D. Tolerances: Do not exceed 1/16-inch unit-to-unit offset from flush (lippage) nor 1/8 inch in 10 feet from level or indicated slope. ---
that of existing materials. For exposed surfaces, provide or finish materials to visually match existing adjacent surfaces to the fullest extent possible. }
Mortar Setting-Bed Applications: , ^°� ; w
Installation: A. Saturate concrete subbase with clean water several hours before placing setting bed. Remove surface water about one hour before placing setting bed. • -•• *, .
Comply with manufacturer's written instructions for installation. Anchor each product securely in place, accurately located and aligned. Clean exposed surfaces and B. Apply mortar-bed bond coat over surface of concrete subbase about 15 minutes before placing mortar bed. Do not exceed 1/16-inch thickness for bond coat. Limit area of -..1.... , .
protect from damage. If applicable, prepare surfaces for field finishin bond coat to avoid its drying out before placingsettingbed. _ • µ r
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C. Apply mortar bed over bond coat;spread and screed mortar bed to uniform thickness at subgrade elevations required for accurate setting of pavers to finished grades �� •
" "� a PROJECT
Final Cleaning: indicated. u`"`""'` LOCATION
Clean each surface or item as follows before requesting inspection for certification of Substantial Completion: D. Mix and place only that amount of mortar bed that can be covered with pavers before initial set. Before placing pavers, cut back, bevel edge, and remove and discard setting-
Remove labels that are not permanent. bed material that has reached initial set. „ .%... - OF COLO
Clean transparent materials, including glass. Remove excess glazing compounds. E. Place pavers before initial set of cement occurs. Immediately before placing pavers on mortar bed, apply uniform 1/16 inch thick bond coat to mortar bed or to back of each .-•,. • . a ,< 'Q�
Replace chipped or broken glass. paver with a flat trowel. :: ,`Q- O
Clean exposed finishes to a dust-free condition,free of stains,films and foreign substances. F. Tamp or beat pavers with a wooden block or rubber mallet to obtain full contact with setting bed and to bring finished surfaces within indicated tolerances. Set each paver in a nn.. ., �` ¢ " ;� 4 CO
Leave concrete floors broom clean. single operation before initial set of mortar;do not return to areas already set or disturb pavers for purposes of realigning finished surfaces or adjusting joints. {x ....-•,.. , 0 .$ t,;.,,. SCOTT MICHAEL 0
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"°` * NEVIN
Architectural, Mechanical and Electrical Punchlist: Metal Framing and Supports: ..
Supports: . ��.Y...,. 202985 v,
Provide Architect with a pre-punch list of items yet to be completed prior to request for inspection. Architect to schedule punch list based on completion of installation Refer to Structural Drawings. -'. ""• ._ �y i
of all finishes and after final cleaning.The pre punch list shall contain less than 10 open items before the Architect will perform the final punch. .N
Sheathing: • t r,�, • ., x ��" . . .� /1/SF --- ���
Closeout Submittals: Glass Mat Gypsum Sheathing: � �� O pR
Record Drawings: Maintain a set of Contract Drawings as Record Drawings. Mark to show installation that varies from the Work as originally shown. A. G P Gypsum Corporation; Dens-Glass Gold .,y'
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Operation and Maintenance Data: Organize data into 3-ring binders,with pocket folders for folded sheet information. B. Type and thickness:Type X, 5/8 inch thick. � � ,., .�.., ..
Closeout Procedures: Fasteners: .M �; ,."r .-
Request Substantial Completion inspection once the following are complete: A. Screws for fastening sheathing to metal studs: Galvanized steel drill screws. w .µ .,, �" ::, •
. ,• Issue/Revisions Date No.
Advise Owner of pending insurance changeover requirements. mr p -..-.^.•.. ,..
Submit Record Drawings, Maintenance Manuals,Warranties and similar record information. Installation:
Deliver spare parts, extra stock and similar items. A. Comply with GA-253 an with manufacturer's written instructions.
Complete startup testing of systems. B. Apply fasteners so heads bear tightly against face of sheathing, but do not cut into facing.
Remove temporary facilities and controls.
Complete final cleanup.
Touch up, repair, replace and restore marred, exposed finishes.
Obtain final inspections from authorities having jurisdiction. Joint Sealants:
Obtain certificate of occupancy. Submittals:
Upon receipt of a request for final inspection,Architect will proceed with inspection and advise the Contractor of unfilled requirements. A. Samples for color selection.
Arrange for each installer of equipment that requires operation and maintenance to provide instruction to Owner's personnel.
Silicone Joint Sealant:
Warranties: A. Silicone, S, NS, 50, NT: Dow Corning Corporation; 791.
Submit written warranties to the Architect prior to the date certified for Substantial Completion. If the Architect's Certificate of Substantial Completion designates a
commencement date for warranties other than the date of Substantial Completion for the Work, or as a designated portion of the Work,submit written warranties upon Joint Sealant Backing Material:
request of the Architect. A. Cylindrical Sealant Backings:ASTM C 1330 Type C closed-cell material with surface skin.
When the Contract Documents require the Contractor, or the Contractor and a subcontractor, supplier or manufacturer to execute a special warranty, prepare a written
document that contains appropriate terms and identification, ready for execution by the required parties. Submit a draft to the Owner,through the Architect,for approval
prior to final execution. Hot Fluid Applied Rubberized Asphalt Waterproofing:
At Final Completion compile(2)two copies of each required warranty properly executed by the Contractor,or by the Contractor, Subcontractor, Supplier or Submittals:
Manufacturer. A. Product Data
Organize the warranty documents into an orderly sequence based on each technical Specification Heading. General Notes
Request inspection for certification of final acceptance and finally payment, once the following are complete: Field Conditions:
Submit final payment request with releases of liens and supporting documentation. A. Do not apply waterproofing in snow, rain,fog or mist.
Include insurance certificates.
Submit consent of surety to final payment. Warranty: NOTE: CONTRACTOR TO COORDINATE STAGING, STORAGE, PARKING, CONSTRUCTION ACCESS AND
On completion of re-inspection,Architect will prepare a certificate of final acceptance. If the Work is incomplete,Architect will advise Contractor of the Work that is A. Warranty Period: Five years. RELATED ISSUES WITH THE OWNER AND BUILDING TENANTS PRIOR TO COMMENCING WORK.
incomplete or obligations that have not yet been fulfilled. 1. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND CLOSURES AS REQUIRED AND OUTLINED TO
Waterproofing Membrane: PREVENT SPREAD OF DUST, NOISE AND FUMES TO OCCUPIED PORTIONS OF THE BUILDING AND TO PROVIDE
Selective Demolition: A. Tremco Incorporated;Tremproof 6100. FREE AND SAFE PASSAGE OF PERSONNEL AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF THE Project Team Project Information
Unless otherwise indicated, demolished materials become Contractor's property. Comply with EPA regulations and disposal regulations of authorities having
jurisdiction. Conduct demolition without disrupting Owner's occupation of the building. Auxiliary Materials: BUILDING.
Items indicated to be removed and salvaged remain the Owner's property. Remove, clean and pack or crate items to protect against damage. Identify contents of A. 50 mil uncured sheet neoprene.
container and deliver to Owner's designated storage area. B. Manufacturer's recommended sealants. 2. GENERAL CONTRACTOR TO PROVIDE PROTECTION FROM DAMAGE DURING DEMOLITION AND Architect MEP Engineer
CONTRACTOR SHALL MINIMIZE
Submit schedule indicating proposed sequence of operations for selective demolition work to Owner's Representative for review prior to start of work. Include C. Manufacturer's recommended spun-bonded reinforcing fabric. CONSTRUCTION WORK TO FLOOR AND FINISHED SURFACES TO REMAIN. Davis Partnership Architects Architectural Engineering Consultants
coordination for shutoff, capping and continuation of utility services as required,together with details for dust and noise control protection. D. Manufacturer's standard 80 mil thick,fiberglass-reinforced rubberized asphalt protection course. INTERFERENCE OF CONSTRUCTION WITH OTHER TENANTS. CONTRACTOR TO CONTACT OWNER A MINIMUM
OF SEVEN DAYS PRIOR TO COMMENCING DEMOLITION TO SCHEDULE WORK. 0225 Main Street 40801 US Highway 6&24
Provide detailed sequence of demolition and removal work to ensure uninterrupted progress of Owner's on-site operations. Conduct demolition work in manner that will
minimize need for disruption of Owner's normal operations. Molded-Sheet Drainage Panels: Uint C101 Suite 214
Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass connections to other parts of the building. Locate, A. 1/4 inch woven-geotextile-faced, molded-sheet drainage board. 3. CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS. Edwards, CO 81632 Avon, CO 81620
identify, shut off, disconnect, and capoff utilityservices to be demolished. Protect remainingwalls,ceilings,floors, and exposed finishes. Erect and maintain dust roof REMOVE PROTECTIONS AT COMPLETION OF WORK. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT
Y 9 p p (970)926-8960 (970)748-8520
partitions. Cover and protect remaining furniture,furnishings, and equipment. Promptly patch and repair holes and damaged surfaces of building caused by demolition. Insulation: FACILITIES BY DEMOLITION AND/OR CONSTRUCTION WORK AT NO COST TO THE OWNER.
Restore exposed finishes of patched areas and extend finish restoration into remaining adjoining construction. Promptly remove demolished materials from Owner's A. Dow Chemical Company; Roofmate extruded-polystyrene board insulation,40 psi, shiplap edged.
property and legally dispose of them. 4. DO NOT SCALE DRAWINGS. "TYPICAL"AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION Chandler Deimund Stan Humphries LLI
Preparation: IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. DETAILS ARE cdeimund@davispartnership.com stan@aec-vail.com Q
Plumbing core drilling shall be coordinated wit the Tenants below the Owner's space. All core drilling shall be performed during business hours. Protection shall be A. Mask off adjoining surfaces to prevent spillage and overspray. USUALLY KEYED AND NOTED"TYPICAL"ONLY ONCE WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF
provided to protect the Tenants space. Provide water protection as well as dust protection. Negative air machines shall be required to prevent spread of dust. The B. Close off deck drains to prevent migration of waterproofing fluids. ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. Z
Tenant shall be present during the process of core drilling. A preconstruction meeting shall be held with the Owner, Tenant, Contractor and Architect. A MOP (Method 5. THE CONTRACTOR SHALL MAINTAIN THE EXISTING STRUCTURAL AND FIREPROOFING INTEGRITY Structural Engineer Contractor
of Procedure)shall be provided for the meeting outlining all work to be performed and a timeline for the work to be complete. Joints, Cracks, and Terminations: THROUGHOUT THE ENTIRE PROJECT AREA. PROVIDE ELECTROLYSIS PROTECTION BETWEEN ALL DISSIMILAR 0
A. Prepare joints, cracks and terminations per manufacturer's written instructions. OWHERE THEY OCCUR. EL AREA. STRUCTURE O Structural Consultants Incorporated Rocky Mountain Construction Group, Inc.
Wood Patio Decking: 3400 East Bayaud Avenue 120 Willow Bridge Road
Submittals: Membrane Application: 6. THE OWNER SHALL BE CONTACTED IN REGARDS TO ANY SALVAGEABLE MATERIAL OR EQUIPMENT. ANY Suite 300 Suite 7 z > N.A. Product Data:Wood decking,fasteners, and clips. A. Install membrane per manufacturer's written instructions. Z `n
B. Samples:Wood decking. B. Equipment: Double-jacketed, oil-bath melter with mechanical agitation,specifically designed for applying non-direct fired hot rubberized asphalt waterproofing membranes. SALVAGEABLE ITEMS NOT TO BE REUSED OR WANTED BY OWNER SHALL BECOME PROPERTY OF THE Denver, CO 80209 Vail, CO 81657 O CO
Melter must be capable of maintainingmaterial temperature at 375-425 °F,and an oil-bath temperature of 500-500°F. Direct fired melters are not roved. CONTRACTOR.
p p p pp (303)399-5154 (970)476-4458
Closeout Submittals: C. Add Tremproof 6100 to maintain the melter at 3/4 capacity at all times. CO
A. Maintenance data. D. Maintain material temperatures at 375-425°F with consistent agitation. Overheating will cause Tremproof 6100 to bind,then coagulate to the walls of the melter, adversely 7.ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR THE PROPER
affecting the material performance properties. Material that reaches temperatures over 425°F shall be dumped. EXECUTION OR INSTALLATION, OR PERFORMANCE OF THE WORK, SHALL BE PROVIDED BY THE CONTRACTOR. Bruce Wolfe Mark Hallenbeck v
THE CONTRACTOR SHALL PERFORM HIGH QUALITY, PROFESSIONAL WORK. MATERIALS SHALL BE JOINED IN 0
Board Decking: 5/4"x6" radius-edged S4S boards with one face free of planner skip, machine burn and torn or chipped grain. Provide pregrooved material for attachment E. Reinforced Membrane:Apply hot rubberized asphalt to substrates and adjoining surfaces indicated. Spread to thickness of 90-125 mils;embed reinforcing fabric, overlapping brute@sci-denver.com markh@rockymountainconstructiongroup.tom
with concealed fasteners. sheets 2 inches; spread another thick layer to achieve a total thickness of 215 mils. MANNER TO PROVIDE A UNIFORM,ACCURATE FIT; WITH NEAT STRAIGHT LINES, FREE OF SMEARS OR W 0 <
Species: Ipe OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB,AND AT ACCURATE ANGLES, OR Q
Grade Characteristics: FEQ FLUSH WITH ADJOINING MATERIALS.
1-1]A. Clear. c2 B. All heart one face. 8.WHERE PLUMBING FIXTURES, PIPING, ELECTRICAL FIXTURES, MECHANICAL EQUIPMENT, OR ANY OTHER J
C. No decay, incipient decay, honeycomb, knot holes, shakes, splits or wane. EQUIPMENT IS REMOVED,ALL PIPING AND/OR CONDUITS THAT ARE ABANDONED SHALL BE CAPPED OFF 0
D. No discoloration. BELOW THE FLOOR INSIDE WALLS OR ABOVE CEILINGS AS APPROPRIATE. Q 0
Finish: Sikkens Cetol DEK Translucent Satin Wood Finish; SIK440XX. 9. CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPLETELY FAMILIAR WITH ALL EXISTING CONDITIONS
Concealed Decking Fasteners PRIOR TO SUBMITTING PRICES AND STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF Z W J
Deck Splines: Glass-filled nylon splines that fit in grooves routed into the sides of decking material and are fastened to deck framing with screws. Splines provide ANY CONDITIONS OR DISCREPANCIES ADVERSELY AFFECTING THE DESIGN INSTALLATION PRIOR TO Q
uniform spacing of decking material. PROCEEDING WITH THE WORK(INCLUDING CONFLICTS WITH MECHANICAL DUCTS, STRUCTURE, PIPING, \
Products: Provide Trex Elevations Universal Connector Clips CONDUIT RUNS, MECHANICAL UNITS, LIGHT FIXTURES, CEILING FEATURES OF FLOOR BELOW, FIRE I x
SPRINKLERS LINES OR HEADS, ETC.)WHETHER EXISTING OR NEW.
Installationco
10. GENERAL CONTRACTOR TO PROTECT AND CLEAN ANY EXISTING SURFACES WITHIN SCOPE OF WORK THAT
A. Set work to required levels and lines,with members plumb,true to line, cut and fitted. Fit work to other construction;scribe and cope as needed for accurate
fit. ARE TO REMAIN. Building Code Information
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C. Install wood deckingwith
with crown up.deck splines and screws.
C. Secure decking to framing11. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND
D. For exposed work, arrange fasteners in straight rows parallel with edges of members,with fasteners evenly spaced and with adjacent rows staggered. ENGINEERING DRAWINGS, SPECIFICATIONS, OR EXISTING CONDITIONS.
Applicable Building Codes
Wood Siding: 12. CONTRACTOR TO CAREFULLY REVIEW AND ASSESS THE VARIOUS SLAB CONDITIONS AND COORDINATE 2012 International Building Code 0
Submittals: FLOOR PATCHING AND ADDITIONAL PREPARATION WITH FINISH TO BE INSTALLED; REFER TO A0.1 FOR 2012 International Plumbing Code
A. Product Data:Wood siding and fasteners. SPECIFICATION GUIDELINES. 2012 International Mechancial CodeCO
B. Samples:Wood siding. 2011 National Electrical Code
13. THE PRESENCE OF THE ARCHITECT OR REPRESENTATIVE ON THE JOB SITE DOES NOT IMPLY American with Disabilites Act Guidelines
Closeout Submittals: CONCURRENCE OR APPROVAL OF THE WORK. THE CONTRACTOR SHALL CALL SPECIFIC ITEMS IN WRITING TO
A. Maintenance data. THE ATTENTION OF THE ARCHITECT TO OBTAIN THE ARCHITECT'S APPROVAL. NO CHANGES TO THE Existing Building
CONTRACT CAN BE MADE WITHOUT THE OWNER'S CONTACT WRITTEN APPROVAL. 2003 International Building Code
Siding: 5/4"x6"ship lap siding s4s boards with one face free of planner skip, machine burn and torn or chipped grain to match existing siding. Occupancy Group: R-2
Species: Ipe 14. THE CONTRACT DOCUMENTS ARE THE RESPONSIBILITY OF ALL TRADES IN THEIR ENTIRETY. WHERE Construction Type: II-A
Grade Characteristics: FEQ REQUIREMENTS ARE SHOWN IN ONE SECTION OF THE SPECIFICATIONS OR DRAWINGS BUT NOT ANOTHER, Sprinklers: NFPA 13- Fully Sprinkled Sheet Information
A. Clear. THE CONTRACTOR OR SUBCONTRACTOR IS NOT RELIEVED FROM PROVIDING COMPLETELY FINISHED AND
B. All heart one face. PROPERLY FUNCTIONING SYSTEMS. Existing Building Square Footage
C. No decay, incipient decay, honeycomb, knot holes, shakes, splits or wane. Stories: 9 Sheet Title:
D. No discoloration. 15. ALL WORK UNDER THIS CONTRACT TO BE IN STRICT ACCORDANCE WITH REGULATIONS FOR Allowable Area: Unlimited INSIDE COVER
Finish: Sikkens CETOL WB SRD; SIK7700 CONTRACTORS PERFORMING WORK AS FOLLOWS: Actual Area:
A. PROVIDE OWNER WITH LIST OF ALL SUBCONTRACTORS, CONTACTS AND TELEPHONE NUMBERS. First Floor 78,000
Accessories: B. CONSTRUCTION HOURS ARE 7:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE Second Floor 72,000
A. Weather-Resistive Barrier: Dupont Tyvek Commercialwrap. APPROVED BY THE OWNER,WITH AT LEAST 48 HOURS ADVANCE NOTICE. Third Floor 57,368
B. Flexible Flashing: Dupont StraightFlash. C. CONTRACTOR SHALL NOT SHUT OFF OR PUT OUT OF SERVICE ANY SYSTEM/SERVICES WITHOUT FIRST Fourth Floor 53,637
C. Fasteners: Siding; Stainless steel screw,Weather-Resistive Barrier; Dupont Tyvek Wrap Caps. COORDINATING WITH THE OWNER AT LEAST 72 HOURS IN ADVANCE. Fifth Floor 49,142
D. CONTRACTOR SHALL COORDINATE ALL WELDING VENTING,AND TIMES OF DEMOLITION AND Sixth Floor 46,859
CONSTRUCTION WITH THE OWNER AND CONCURRENT OCCUPANCY OF THE BUILDING. Seventh Floor 39,347
Eigth Floor 22,820
16. DIMENSIONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING DRAWINGS AND/OR Nineth Floor 1,143
FIELD MEASUREMENTS. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PERTAINING TO EXISTING Total sf 420,316
CONDITIONS PRIOR TO THE START OF CONSTRUCTION. PERMIT SET 01APR14
Remodel Occupancy Type and Construction
17. NOTIFY ARCHITECT OF ANY DISCREPANCIES UNCOVERED BY DEMOLITION; OR IF EXISTING CONDITIONS Occupancy Group: R-2 Sheet Number:
PREVENT LAYOUT FROM PROVIDING PROPER CLEARANCES. Construction Type: II-A
18. CONTRACTOR TO REPAIR ANY DAMAGE FROM REMOVING EXISTING FINISHES OR WALLS TO INSURE THAT Remodel Square Footage
SURFACE IS SMOOTH AND PREPPED FOR PAINTING AND WALL COVERING. PROVIDE THE MINIMAL FURRING Actual Area: 371 (Eight Floor)
a POSSIBLE IF EXISTING WALLS OR DAMAGED WALLS CANNOT BE PROPERLY PREPARED TO RECEIVE NEW FINISH.
a Scope of Work G1 . 01
C., 19. REVIEW DEMOLITION OF AND PENETRATIONS THROUGH EXISTING STRUCTURE WITH STRUCTURAL Provide a new deck over existing exterior roof. Install a new stair with railing and snow melt. Provide a new
a ENGINEER WHERE POTENTIAL OF ENCOUNTERING BEARING MEMBERS OR REINFORCEMENT EXISTS. NOTIFY connection between the existing deck and the new deck with stone pavers and snow melt. Install new glass
N ARCHITECT IF EXISTING ASSEMBLIES DESIGNATED AS RATED REQUIRE MODIFICATION. guardrail. The new deck will be drip through construction Ipe wood decking over steel joists.
N DPA Project: 06232.00.310
a
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