HomeMy WebLinkAboutG1.01.pdfNOTE: CONTRACTOR TO COORDINATE STAGING, STORAGE, PARKING, CONSTRUCTION ACCESS AND
RELATED ISSUES WITH THE OWNER AND BUILDING TENANTS PRIOR TO COMMENCING WORK.
1. ERECT AND MAINTAIN DUST-PROOF PARTITIONS AND CLOSURES AS REQUIRED AND OUTLINED TO
PREVENT SPREAD OF DUST, NOISE AND FUMES TO OCCUPIED PORTIONS OF THE BUILDING AND TO PROVIDE
FREE AND SAFE PASSAGE OF PERSONNEL AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF THE
BUILDING.
2. GENERAL CONTRACTOR TO PROVIDE PROTECTION FROM DAMAGE DURING DEMOLITION AND
CONSTRUCTION WORK TO FLOOR AND FINISHED SURFACES TO REMAIN. CONTRACTOR SHALL MINIMIZE
INTERFERENCE OF CONSTRUCTION WITH OTHER TENANTS. CONTRACTOR TO CONTACT OWNER A MINIMUM
OF SEVEN DAYS PRIOR TO COMMENCING DEMOLITION TO SCHEDULE WORK.
3. CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS AND DEBRIS.
REMOVE PROTECTIONS AT COMPLETION OF WORK. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT
FACILITIES BY DEMOLITION AND/OR CONSTRUCTION WORK AT NO COST TO THE OWNER.
4. DO NOT SCALE DRAWINGS. "TYPICAL" AS USED IN THESE DOCUMENTS SHALL MEAN THAT THE CONDITION
IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. DETAILS ARE
USUALLY KEYED AND NOTED "TYPICAL" ONLY ONCE WHEN THEY FIRST OCCUR AND ARE REPRESENTATIVE OF
ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL MAINTAIN THE EXISTING STRUCTURAL AND FIREPROOFING INTEGRITY
THROUGHOUT THE ENTIRE PROJECT AREA. PROVIDE ELECTROLYSIS PROTECTION BETWEEN ALL DISSIMILAR
METALS, WHERE THEY OCCUR. ALL EXISTING STRUCTURE TO REMAIN.
6. THE OWNER SHALL BE CONTACTED IN REGARDS TO ANY SALVAGEABLE MATERIAL OR EQUIPMENT. ANY
SALVAGEABLE ITEMS NOT TO BE REUSED OR WANTED BY OWNER SHALL BECOME PROPERTY OF THE
CONTRACTOR.
7. ANY MISCELLANEOUS ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR THE PROPER
EXECUTION OR INSTALLATION, OR PERFORMANCE OF THE WORK, SHALL BE PROVIDED BY THE CONTRACTOR.
THE CONTRACTOR SHALL PERFORM HIGH QUALITY, PROFESSIONAL WORK. MATERIALS SHALL BE JOINED IN A
MANNER TO PROVIDE A UNIFORM, ACCURATE FIT; WITH NEAT STRAIGHT LINES, FREE OF SMEARS OR
OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB, AND AT ACCURATE ANGLES, OR
FLUSH WITH ADJOINING MATERIALS.
8. WHERE PLUMBING FIXTURES, PIPING, ELECTRICAL FIXTURES, MECHANICAL EQUIPMENT, OR ANY OTHER
EQUIPMENT IS REMOVED, ALL PIPING AND/OR CONDUITS THAT ARE ABANDONED SHALL BE CAPPED OFF
BELOW THE FLOOR INSIDE WALLS OR ABOVE CEILINGS AS APPROPRIATE.
9. CONTRACTOR SHALL VISIT THE SITE AND BECOME COMPLETELY FAMILIAR WITH ALL EXISTING CONDITIONS
PRIOR TO SUBMITTING PRICES AND STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF
ANY CONDITIONS OR DISCREPANCIES ADVERSELY AFFECTING THE DESIGN INSTALLATION PRIOR TO
PROCEEDING WITH THE WORK (INCLUDING CONFLICTS WITH MECHANICAL DUCTS, STRUCTURE, PIPING,
CONDUIT RUNS, MECHANICAL UNITS, LIGHT FIXTURES, CEILING FEATURES OF FLOOR BELOW, FIRE
SPRINKLERS LINES OR HEADS, ETC.) WHETHER EXISTING OR NEW.
10. GENERAL CONTRACTOR TO PROTECT AND CLEAN ANY EXISTING SURFACES WITHIN SCOPE OF WORK THAT
ARE TO REMAIN.
11. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL AND
ENGINEERING DRAWINGS, SPECIFICATIONS, OR EXISTING CONDITIONS.
12. CONTRACTOR TO CAREFULLY REVIEW AND ASSESS THE VARIOUS SLAB CONDITIONS AND COORDINATE
FLOOR PATCHING AND ADDITIONAL PREPARATION WITH FINISH TO BE INSTALLED; REFER TO A0.1 FOR
SPECIFICATION GUIDELINES.
13. THE PRESENCE OF THE ARCHITECT OR REPRESENTATIVE ON THE JOB SITE DOES NOT IMPLY
CONCURRENCE OR APPROVAL OF THE WORK. THE CONTRACTOR SHALL CALL SPECIFIC ITEMS IN WRITING TO
THE ATTENTION OF THE ARCHITECT TO OBTAIN THE ARCHITECT'S APPROVAL. NO CHANGES TO THE
CONTRACT CAN BE MADE WITHOUT THE OWNER'S CONTACT WRITTEN APPROVAL.
14. THE CONTRACT DOCUMENTS ARE THE RESPONSIBILITY OF ALL TRADES IN THEIR ENTIRETY. WHERE
REQUIREMENTS ARE SHOWN IN ONE SECTION OF THE SPECIFICATIONS OR DRAWINGS BUT NOT ANOTHER,
THE CONTRACTOR OR SUBCONTRACTOR IS NOT RELIEVED FROM PROVIDING COMPLETELY FINISHED AND
PROPERLY FUNCTIONING SYSTEMS.
15. ALL WORK UNDER THIS CONTRACT TO BE IN STRICT ACCORDANCE WITH REGULATIONS FOR
CONTRACTORS PERFORMING WORK AS FOLLOWS:
A. PROVIDE OWNER WITH LIST OF ALL SUBCONTRACTORS, CONTACTS AND TELEPHONE NUMBERS.
B. CONSTRUCTION HOURS ARE 7:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY UNLESS OTHERWISE
APPROVED BY THE OWNER, WITH AT LEAST 48 HOURS ADVANCE NOTICE.
C. CONTRACTOR SHALL NOT SHUT OFF OR PUT OUT OF SERVICE ANY SYSTEM/SERVICES WITHOUT FIRST
COORDINATING WITH THE OWNER AT LEAST 72 HOURS IN ADVANCE.
D. CONTRACTOR SHALL COORDINATE ALL WELDING VENTING, AND TIMES OF DEMOLITION AND
CONSTRUCTION WITH THE OWNER AND CONCURRENT OCCUPANCY OF THE BUILDING.
16. DIMENSIONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING DRAWINGS AND/OR
FIELD MEASUREMENTS. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PERTAINING TO EXISTING
CONDITIONS PRIOR TO THE START OF CONSTRUCTION.
17. NOTIFY ARCHITECT OF ANY DISCREPANCIES UNCOVERED BY DEMOLITION; OR IF EXISTING CONDITIONS
PREVENT LAYOUT FROM PROVIDING PROPER CLEARANCES.
18. CONTRACTOR TO REPAIR ANY DAMAGE FROM REMOVING EXISTING FINISHES OR WALLS TO INSURE THAT
SURFACE IS SMOOTH AND PREPPED FOR PAINTING AND WALL COVERING. PROVIDE THE MINIMAL FURRING
POSSIBLE IF EXISTING WALLS OR DAMAGED WALLS CANNOT BE PROPERLY PREPARED TO RECEIVE NEW FINISH.
19. REVIEW DEMOLITION OF AND PENETRATIONS THROUGH EXISTING STRUCTURE WITH STRUCTURAL
ENGINEER WHERE POTENTIAL OF ENCOUNTERING BEARING MEMBERS OR REINFORCEMENT EXISTS. NOTIFY
ARCHITECT IF EXISTING ASSEMBLIES DESIGNATED AS RATED REQUIRE MODIFICATION.
General Notes
Building Code Information
Applicable Building Codes
2012 International Building Code
2012 International Plumbing Code
2012 International Mechancial Code
2011 National Electrical Code
American with Disabilites Act Guidelines
Existing Building
2003 International Building Code
Occupancy Group: R-2
Construction Type: II-A
Sprinklers: NFPA 13 - Fully Sprinkled
Existing Building Square Footage
Stories: 9
Allowable Area: Unlimited
Actual Area:
First Floor 78,000
Second Floor 72,000
Third Floor 57,368
Fourth Floor 53,637
Fifth Floor 49,142
Sixth Floor 46,859
Seventh Floor 39,347
Eigth Floor 22,820
Nineth Floor 1,143
Total sf 420,316
Remodel Occupancy Type and Construction
Occupancy Group: R-2
Construction Type: II-A
Roof Classification: Class-A
Remodel Square Footage
Actual Area: 371 (Eight Floor)
Scope of Work
Provide a new deck over existing exterior roof. Install a new stair with railing and snow melt. Provide a new
connection between the existing deck and the new deck with stone pavers and snow melt. Install new glass
guardrail. The new deck will be drip through construction Ipe wood decking over steel joists.
GENERAL REQUIREMENTS
Summary of Work:
The work consists of an exterior deck addition with revisions to the existing deck, snow melt, and electrical as described in the Contract Documents.
Contractor's Use of Premises:
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
contractors on portions of project.
Contract Modification Procedures:
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
from the Contractor, the Architect will issue a Change Order on AIA Document G701, for all changes to the Contract Sum or Contract Time.
Shop Drawings:
Submit newly prepared information drawn to scale. Contractor to indicate deviations from Contract Documents, including any addenda or change to the scope of
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
associated with correction of substituted product if deviation from Contract Documents not brought to Owner's and Architect's attention.
Samples:
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
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
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.
Temporary Facilities and Controls:
Standards: Comply with NFPA 241, "Standard or Safeguarding Construction, Alterations, and Demolition Operations; ANSI A10 Series standards for "Safety
Requirements for Construction and Demolition"; and NECA Electrical Design Library's "Temporary Electrical Facilities." Electrical service shall be in accordance with
NEMA NECA and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70.
Temporary Utilities:
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
Completion, restore these facilities to the condition prevalent at the time of initial use.
Temporary Controls:
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.
Product Requirements:
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
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.
Substitution submittals shall include product information, test data, samples (if applicable), delivery time, and cost information. If deemed acceptable by the Owner and
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
responsibility in performance or workmanship in relation to the substitution. The required warranties of any item of construction shall not be modified by substitutions.
Examination and Preparation:
Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to, surfaces that are sound, level and plumb;
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
instructions.
Cutting and Patching:
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
action before proceeding if unsafe conditions are encountered. Protect existing construction during cutting and patching to prevent damage. Temporarily cover openings
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
structural members without prior written approval of Architect and Structural Engineer. For patching provide materials whose installed performance will equal or surpass
that of existing materials. For exposed surfaces, provide or finish materials to visually match existing adjacent surfaces to the fullest extent possible.
Installation:
Comply with manufacturer's written instructions for installation. Anchor each product securely in place, accurately located and aligned. Clean exposed surfaces and
protect from damage. If applicable, prepare surfaces for field finishing.
Final Cleaning:
Clean each surface or item as follows before requesting inspection for certification of Substantial Completion:
Remove labels that are not permanent.
Clean transparent materials, including glass. Remove excess glazing compounds.
Replace chipped or broken glass.
Clean exposed finishes to a dust-free condition, free of stains, films and foreign substances.
Leave concrete floors broom clean.
Architectural, Mechanical and Electrical Punchlist:
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
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.
Closeout Submittals:
Record Drawings: Maintain a set of Contract Drawings as Record Drawings. Mark to show installation that varies from the Work as originally shown.
Operation and Maintenance Data: Organize data into 3-ring binders, with pocket folders for folded sheet information.
Closeout Procedures:
Request Substantial Completion inspection once the following are complete:
Advise Owner of pending insurance changeover requirements.
Submit Record Drawings, Maintenance Manuals, Warranties and similar record information.
Deliver spare parts, extra stock and similar items.
Complete startup testing of systems.
Remove temporary facilities and controls.
Complete final cleanup.
Touch up, repair, replace and restore marred, exposed finishes.
Obtain final inspections from authorities having jurisdiction.
Obtain certificate of occupancy.
Upon receipt of a request for final inspection, Architect will proceed with inspection and advise the Contractor of unfilled requirements.
Arrange for each installer of equipment that requires operation and maintenance to provide instruction to Owner's personnel.
Warranties:
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
request of the Architect.
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.
At Final Completion compile (2) two copies of each required warranty properly executed by the Contractor, or by the Contractor, Subcontractor, Supplier or
Manufacturer.
Organize the warranty documents into an orderly sequence based on each technical Specification Heading.
Request inspection for certification of final acceptance and finally payment, once the following are complete:
Submit final payment request with releases of liens and supporting documentation.
Include insurance certificates.
Submit consent of surety to final payment.
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
incomplete or obligations that have not yet been fulfilled.
Selective Demolition:
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.
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
container and deliver to Owner's designated storage area.
Submit schedule indicating proposed sequence of operations for selective demolition work to Owner's Representative for review prior to start of work. Include
coordination for shutoff, capping and continuation of utility services as required, together with details for dust and noise control protection.
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.
Maintain and protect existing utilities to remain in service before proceeding with demolition, providing bypass connections to other parts of the building. Locate,
identify, shut off, disconnect, and cap off utility services to be demolished. Protect remaining walls, ceilings, floors, and exposed finishes. Erect and maintain dustproof
partitions. Cover and protect remaining furniture, furnishings, and equipment. Promptly patch and repair holes and damaged surfaces of building caused by demolition.
Restore exposed finishes of patched areas and extend finish restoration into remaining adjoining construction. Promptly remove demolished materials from Owner's
property and legally dispose of them.
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
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
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
of Procedure) shall be provided for the meeting outlining all work to be performed and a timeline for the work to be complete.
Wood Patio Decking:
Submittals:
A. Product Data: Wood decking, fasteners, and clips.
B. Samples: Wood decking.
Closeout Submittals:
A. Maintenance data.
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
with concealed fasteners.
Species: Ipe
Grade Characteristics: FEQ
A. Clear.
B. All heart one face.
C. No decay, incipient decay, honeycomb, knot holes, shakes, splits or wane.
D. No discoloration.
Finish: Sikkens Cetol DEK Translucent Satin Wood Finish; SIK440XX.
Concealed Decking Fasteners
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
uniform spacing of decking material.
Products: Provide Trex Elevations Universal Connector Clips
Installation
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.
B. Install wood decking with crown up.
C. Secure decking to framing with deck splines and screws.
D. For exposed work, arrange fasteners in straight rows parallel with edges of members, with fasteners evenly spaced and with adjacent rows staggered.
Wood Siding:
Submittals:
A. Product Data: Wood siding and fasteners.
B. Samples: Wood siding.
Closeout Submittals:
A. Maintenance data.
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.
Species: Ipe
Grade Characteristics: FEQ
A. Clear.
B. All heart one face.
C. No decay, incipient decay, honeycomb, knot holes, shakes, splits or wane.
D. No discoloration.
Finish: Sikkens CETOL WB SRD; SIK7700
Accessories:
A. Weather-Resistive Barrier: Dupont Tyvek Commercialwrap.
B. Flexible Flashing: Dupont StraightFlash.
C. Fasteners: Siding; Stainless steel screw, Weather-Resistive Barrier; Dupont Tyvek Wrap Caps.
Stone Veneer:
Submittals:
A. Stone samples: Stone veneer and stone coping caps.
Field Conditions:
A. Protect stone masonry during construction. Cover tops of walls, projections, and sills with waterproof sheeting at the end of each day.
B. Stain Prevention: Immediately remove mortar and soil to prevent the from staining the stone masonry face.
Stone Veneer:
A. Thin cut medium modular stone veneer to match existing.
Mortar Materials:
A. Preblended Mortar Cement: Type S, ASTM C 270
Veneer Anchors:
A. Adjustable wire anchors: Wire tie W1.7 diameter hot-dip galvanized wire.
B. Spacing: 16-inches on center vertically and horizontally.
C. Galvanized or polymer coated drill screws for steel studs.
Embedded Flashing Materials:
A. Metal Flashing: Stainless steel, Type 304, 0.016 inch thick.
B. Flexible Flashing: Dupont Straightflash.
Miscellaneous Masonry Accessories:
A. Weeps: Masonry Technology Incorporated: Wall Opening Weeps; WOW9095
B. Cavity Drain Board: Sure Cavity; SC5032
Setting Stone Masonry
A. Pattern: Match existing.
B. Arrange stones with color and size variations uniformly dispersed for an evenly blended appearance.
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.
E. Place cavity drain board behind all stone veneer.
Installation:
A. Anchor stone masonry to metal studs with wire anchors.
B. Anchor stone caps with dowels epoxied into the cap.
Stone Pavers:
Submittals:
A. Stone Paver Samples
Stone Pavers:
A. 1 1/2 inch thick paver to match existing.
B. Stair Treads: Provide treads to match existing.
Mortar Materials:
A. Preblended Mortar Cement: Type S, ASTM C 270
Installation:
A. Do not use pavers with chips, cracks, voids, discolorations, or other defects that might be visible or cause staining in the finished work.
B. Mix pavers to produce a uniform blend of colors and textures.
C. Joint Pattern: Match and continue existing pattern.
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.
Mortar Setting-Bed Applications:
A. Saturate concrete subbase with clean water several hours before placing setting bed. Remove surface water about one hour before placing setting bed.
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 bond coat to avoid its drying out before placing setting bed.
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 indicated.
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-bed material that has reached initial set.
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 paver with a flat trowel.
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 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.
Metal Framing and Supports:
Refer to Structural Drawings.
Sheathing:
Glass-Mat Gypsum Sheathing:
A. G-P Gypsum Corporation; Dens-Glass Gold
B. Type and thickness: Type X, 5/8 inch thick.
Fasteners:
A. Screws for fastening sheathing to metal studs: Galvanized steel drill screws.
Installation:
A. Comply with GA-253 an with manufacturer's written instructions.
B. Apply fasteners so heads bear tightly against face of sheathing, but do not cut into facing.
Joint Sealants:
Submittals:
A. Samples for color selection.
Silicone Joint Sealant:
A. Silicone, S, NS, 50, NT: Dow Corning Corporation; 791.
Joint Sealant Backing Material:
A. Cylindrical Sealant Backings: ASTM C 1330 Type C closed-cell material with surface skin.
Hot Fluid Applied Rubberized Asphalt Waterproofing:
Submittals:
A. Product Data
Field Conditions:
A. Do not apply waterproofing in snow, rain, fog or mist.
Warranty:
A. Warranty Period: Five years.
Waterproofing Membrane:
A. Tremco Incorporated; Tremproof 6100.
Auxiliary Materials:
A. 50 mil uncured sheet neoprene.
B. Manufacturer's recommended sealants.
C. Manufacturer's recommended spun-bonded reinforcing fabric.
D. Manufacturer's standard 80 mil thick, fiberglass-reinforced rubberized asphalt protection course.
Molded-Sheet Drainage Panels:
A. 1/4 inch woven-geotextile-faced, molded-sheet drainage board.
Insulation:
A. Dow Chemical Company; Roofmate extruded-polystyrene board insulation, 40 psi, shiplap edged.
Preparation:
A. Mask off adjoining surfaces to prevent spillage and overspray.
B. Close off deck drains to prevent migration of waterproofing fluids.
Joints, Cracks, and Terminations:
A. Prepare joints, cracks and terminations per manufacturer's written instructions.
Membrane Application:
A. Install membrane per manufacturer's written instructions.
B. Equipment: Double-jacketed, oil-bath melter with mechanical agitation, specifically designed for applying non-direct fired hot rubberized asphalt waterproofing
membranes. Melter must be capable of maintaining material temperature at 375-425 °F, and an oil-bath temperature of 500-500 °F. Direct fired melters are not
approved.
C. Add Tremproof 6100 to maintain the melter at 3/4 capacity at all times.
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 affecting the material performance properties. Material that reaches temperatures over 425 °F shall be dumped.
E. Reinforced Membrane: Apply hot rubberized asphalt to substrates and adjoining surfaces indicated. Spread to thickness of 90-125 mils; embed reinforcing fabric,
overlapping sheets 2 inches; spread another thick layer to achieve a total thickness of 215 mils.
Sprayed Fire-Resitive Materials:
Submittals:
A. Product Data
B. Shop Drawings: Extent of fireproofing patching. Applicable fire-resitance design designations. Minimum SFRM thickness.
Special Inspections:
A. Contractor shall retain a speical inspector to inspect all repaired SFRM.
Materials, General:
A. Provide fireproofing, including auxiliary materials, according to requirements of each fire-resistance design and manufacturer's written instructions.
B. Fire-Resistance Design: Indicated on Drawings, tested according to ASTM E 119 or UL 263 by a qualified testing agency. Identify products with appropriate
markings of applicable testing agency.
Sprayed Fire-Resistive Materials:
A. Monokote Fireproofing; MK-6/HY, Z-106, and Z1-106HY.
B. Density: Per UL design number.
Field Quality Control:
A. Perform the tests and inspections of completed Work in successive stages. Do not proceed with application of fireproofing for the next area until test results for
previously completed applications of fireproofing show compliance with requirements. Tested values must equal or exceed values as specified and as indicated
and required for approved fire-resistance design.
B. Fireproofing will be considered defective if it does not pass tests and inspections. Remove and replace fireproofing that does not pass tests and inspections, and
retest. Apply additional fireproofing, per manufacturer's written instructions, where test results indicate insufficient thickness, and retest.
Cleaning, Protecting, and Reparing:
A. Cleaning: Immediately after completing spraying operations in each containable area of Project, remove material overspray and fallout from surfaces of other
construction and clean exposed surfaces to remove evidence of soiling.
B. Protect fireproofing, according to advice of manufacturer and Installer, from damage resulting from construction operations or other causes, so fireproofing will be
without damage or deterioration at time of Substantial Completion.
C. As installation of other construction proceeds, inspect fireproofing and repair damaged areas and fireproofing removed due to work of other trades.
D. Repair fireproofing damaged by other work before concealing it with other construction.
E. Repair fireproofing by reapplying it using same method as original installation or using manufacturer's recommended trowel-applied product.
Specifications
SCOTT MICHAEL
NEVIN
202985
S
T
A
T
E
O
F
C
O
L
O
R
A
D
O
L
IC
E
N
S
E
D
A
R
C
H
I
T
E
C
T
2301 Blake Street, Suite 100
Denver, CO 80205 303.861.8555
0225 Main Street, Unit C101
Edwards, CO 81632 970.926.8960
DPA Project:
Sheet Number:
Denver
Vail
COPYRIGHT 2011 - DAVIS PARTNERSHIP, P.C.
Sheet Title:
Issue Date:
Project Name:
Issue Name:
Consultant
Issue/Revisions Date No.
Sheet Information
Project Information
Issue Information
Location Map
Project Team
TOWN OF VAIL APPROVAL
6/6/2014 12:08:11 PM
06232.00.310
G1.01
SOLARIS - UNIT 701 EXPANSION DECK
141 EAST MEADOW DRIVE
VAIL, COLORADO 81657
INSIDE COVER
PERMIT SET
SOLARIS - UNIT 701 EXPANSION
DECK
01APR14
PERMIT SET 01APR14
Architect
Davis Partnership Architects
0225 Main Street
Uint C101
Edwards, CO 81632
(970) 926-8960
Chandler Deimund
cdeimund@davispartnership.com
MEP Engineer
Architectural Engineering Consultants
40801 US Highway 6 & 24
Suite 214
Avon, CO 81620
(970) 748-8520
Stan Humphries
stan@aec-vail.com
Structural Engineer
Structural Consultants Incorporated
3400 East Bayaud Avenue
Suite 300
Denver, CO 80209
(303) 399-5154
Bruce Wolfe
bruce@sci-denver.com
Contractor
Rocky Mountain Construction Group, Inc.
120 Willow Bridge Road
Suite 7
Vail, CO 81657
(970) 476-4458
Mark Hallenbeck
markh@rockymountainconstructiongroup.com
DRAIWING INDEX
Number Sheet
Permit Set
General
Cover COVER •
G1.01 INSIDE COVER •
Structural
S1.01 GENERAL NOTES AND DETAILS •
S2.01 PARTIAL PLANS •
Architectural
D2.01 LEVEL 8 - DEMOLITION PLAN •
D2.02 LEVEL 9 - DEMOLITION PLAN •
A2.01 LEVEL 8 - FLOOR PLAN •
A2.02 LEVEL 9 - FLOOR PLAN •
A3.01 SECTION •
A3.02 SECTIONS •
A4.01 EXTERIOR ELEVATIONS •
A5.01 DETAILS •
Mechanical
MP1.0 MECHANICAL & PLUMBING SPEC, LEGEND & SCHEDULES •
MP2.0 MECHANICAL & PLUMBING INSTALLATION & DEMO PLANS •
Electrical
E1.0 ELECTRICAL DESIGN NOTES •
PROJECT
LOCATION
IBC Table 601
Building Element Type II-A
Structural Frame 1
Bearing Walls (Exterior) 1
Nonbearing Walls and Partitions 0
Floor Construction 1
Roof Construction 1
1
1
Permit Comments 29MAY14 1
5/29/14
11/12/14