HomeMy WebLinkAboutFile Documents.918 S Mill St.0040-2023-BREP (21) V M n X
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Limited Building Envelope Repair gym .
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PROJECT: Limited Building Envelope Repair GENERAL NOTES PART2-Products 2.5 Terminations and Penetrations - " co•
918 Mill Street 0o
Aspen,Colorado 81611 1. These general notes apply except where otherwise indicated by these 2.1 Traffic Coating for Pedestrian Traffic,Extreme Wear System(EWS) A. Prepare vertical and horizontal surfaces at horizontal to vertical transitions, r` J CO
drawings. terminations,joints,and penetrations through traffic coatings in accordance
A. Traffic Coating:Manufacturer's polyurethane methyl methacrylate system with ASTM C1127 and manufacturer's written instructions,using accessory
2. These drawings indicate typical and specific details of the construction. for extreme exterior exposure conditions,traffic-bearing,seamless,
All features of the construction not specifically shown shall be of the high-solids-content,cold liquid-applied,elastomeric,waterproofing materials specified.
same type and character as those shown for similar conditions,subject membrane system with integral wearing surface for pedestrian traffic. B. At terminations of traffic coating exposed to traffic,rout 1/4 by 1/4 inch
CLIENT: 918 Mill Street Townhomes to approval by the engineer. 1) Basis of Design Products:Tremco,Inc.,Vulkem EWS Pedestrian keyway in concrete.
Condominium Associates,Inc. System C. Detail Preparation:Prepare non-movingshrinkage cracks,large cracks,
3. All construction shall be performed in accordance with the applicable P p 9 9
918 Mill Street building codes. B. Primer:Two-component,chemically curing methyl methacrylate construction joints,expansion joints,projections and protrusions, Q
Aspen,Colorado 81611 penetrations,drains,and changes in plane in accordance with C
4. All work shall be scheduled and performed to maintain safety at all 1) Tremco PUMA Primer manufacturer's written instructions and details,.
times,and shall be coordinated with the owner's representative and Q w
other on-site contractors for limited disruptions. C. Base Coats:Polyurethane methacrylate 1) Prepare joints and cracks in substrate in accordance with ASTM C1127
and ASTM D4258 and manufacturer's written instructions. i-
ENGINEER: Building Consultants&Engineers Inc. 5. The contractor shall verify all site conditions,elevations,dimensions, 1) Tremco PUMA BC or Tremco PUMA BC LM LI
7991 Shaffer Parkway,Suite 103 etc.prior to fabrications and construction and shall notify the engineer of D. Top Coat:Methyl Methacrylate D. Joint Coating Installation:Comply with manufacturers written instructions.
anyvariations from the contract documents. Allow joint coatings to cure adequately before coating with traffic coating. LLl
Littleton,Colorado 80127 1) Tremco PUMA TC
Mr.Christopher Dunbar,P.E. 1) Provide coating cants at penetrations and at horizontal-to-vertical 0_ LLI
6. The contractor shall provide adequate shoring and bracing for all intersections.Tool coating material to form 45 degree angle transition.
303-350-1000 Structural and Architectural elements during the construction of the 2) Color:As selected by Architect from manufacturer's full range. Penetrations must be grouted solid at all instances. O LLI ~
foundation. Shoring and bracing must ensure the safety of the structure E. Aggregate:Manufacturer's standard aggregate for each use indicated of I J J
&the job-site personnel. Design and placement of the shoring is the particle sizes,shape,and minimum hardness recommended in writing by 2) Rout and fill cracks with coating and tool flush with surface. U J (1 z
INDEXTO DRAWINGS responsibility of the contractor. traffic-coating manufacturer. 3) Feather edges of joint coating applications. Z I- -17. The contractor is responsible for the coordination of lighting,electrical, 1) 30-50 Mesh silica sand for the primer 4) Allow coating to cure. L LJ c <
plumbing penetration etc. -I2) 16-30 Mesh silica sand for the top coat 5) Fill expansion joints less than 1"with backer rod and joint sealant
G0.0 - General Notes,Site Map contact Tremco for sealant recommendation.Do not apply traffic
8. The contractor is responsible for all permits. 2.2 Accessory Materials Z z
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coating over expansion joints.
R1.0 - Lower Level Plan(Not in Scope) DISCOVERY AND FIELD VERIFICATION A. General:Accessory materials as described in manufacturer's written 0 LtJ
6) Fill expansion joints greater than 1"with specified Willseal ExpansionCO
1. During construction,the contractor may encounter existing conditions installation instructions,recommended to produce complete traffic coating Joint material,contact Tremco for sealant recommendation.Do not -I 0R1.1 - Main Level Plan(Not in Scope) A which are not now known or are at variance with project documentation system meeting performance requirements,and compatible with traffic apply traffic coating over expansion joints. D F-
coating material and adjacent materials. I-
(discovery). Such conditions may interfere with new construction or 2.6 Pedestrian Traffic-Coating Application CO
R1.2 - Upper Level Plan require protection and/or support of existing work during construction,or B. Initiator;Benzoyl Peroxide L LJ
may consist of damage to structural materials or components which A. Primer:Prime surfaces to receive traffic coating system.Allow to cure 0
could jeopardize the structural integrity of the new work. 1) Tremco PUMA Initiator/Tremco PUMA Initiator+ before proceeding. LU I
R2.0 Waterproofing Details-Sheet 1 I- (n
2. The contractor shall notify the engineer of all discoveries he believes C. Cleaner;One component methyl methacrylate B. Start traffic-coating application in presence of manufacturer's technical -
mayinterfere with the proper execution of the work or jeopardize the representative. 2 LLI
R2.1 Waterproofing Details-Sheet 2 p p i p 1) Tremco PUMA Cleaner J
structural integrity of the work prior to proceeding with work related to C. Apply traffic coating according to manufacturer's written instructions. _II-
such discoveries D. Crack and Joint Detailing Coating
R2.2 Waterproofing Details .Sheet 3 1) Verify that wet film thickness of each coat complies with requirements I-
1) Tremco PUMA BC LM and/or Tremco PUMA WC with silica
3. The design documents may specify dimensions,elevations and every[100 sq.ft.(9 sq.m)].
construction conditions to be field verified. The general contractor shall E. Vertical and Ramp Application Coating D. Apply number of coats of specified compositions for pedestrian coating at
be responsible for field verification of all specified conditions prior to locations indicated on orawin s per manufactures written installation d
proceeding with the construction or fabrication of any components 1) Tremco PUMA BC R 9 p F
related to such conditions. This fieldF. One-part Urethane Sealant
eld verification shall be made in a nstructions
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timely manner so as to cause no delays in execution of the work. E. Apply traffic coatings to prepared wall terminations and vertical surfaces to a` a,
1) Tremco Dymonic 100 height indicated;omit aggregate on vertical surfaces.
WATERPROOFING
2.3 Examination F. Cure traffic coatings.Prevent contamination and damage during application
PART 1-General-Tremco EWS Pedestrian System
A. Surface Condition:Before applying traffic coating materials and system and curing stages.
1.1 Section Includes accessories,examine substrate and conditions to ensure substrates are MATERIALS
Polyurethane methacrylate and polymethyl methacrylate technology traffic fully cured,smooth,and free from high spots,depressions,loose and
coatings for pedestrian traffic applications foreign particles and other deterrents to adhesion,and conditions comply 1. Structural Steel:
with manufacturer's written recommendations.
1.2 Informational Submittals A. Plates: ASTM A36,Fy=36 ksi.
1) Verify concrete surfaces are visibly dry,have cured for time period
A. Qualification Data: recommended by traffic coating manufacturer,and are free from 2. Wood framing
release agents,curing agents,laitance,and other contaminates. N N
1) Certification of manufacturer's approval of Installer. A. Joists shall be Boise Cascade Versa-Lam 1.8E 2400. o o w
2) Test surfaces following cleaning and abrasion specified below. o I-
SITE MAP 1.3 Environmental Requirements B. Plywood sheathing at exterior decks shall be 3/4"tongue and groove .- o O
Project Location a. Test for capillary moisture by method recommended in writing by plywood glued and screwed at 6"on center along panel edges and o 0
A. Environmental Limitations:Apply traffic coating within the range of ambient traffic-coating manufacturer. 12"on center at intermediate supports.Install with the face grain
and substrate temperatures recommended by traffic coating manufacturer. to the supports with end joints staggered.
., - - -f - b. Test for traffic coating adhesion per manufacturer's recommended perpendicular pp g9
1) Protect substrates from environmental conditions that affect system method. C.Structural fasteners and joist hangers shall be as specified in these
-_- performance.
ti _ • f c. Notify Architect in writing of unsatisfactory conditions. drawings.Install all fasteners per manufacturer's written instruction
2) Do not apply traffic coating)or expansion joint accessories if applicable) and these details.
M - ' + to a damp or wet substrate or during snow,rain,fog,or mist. B. Proceed with installation once unsatisfactory conditions have been
1.4 Warranty corrected. WELDING z z
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y 2.4 Preparation 1. All welding and weld inspection shall comply with AWS D1.1:Structural 0
-, A. Applicator: Company specializing in performing the work of this section n in
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Welding Code-Steel,latest edition. j
5 •- r qualified by system manufacturer for warranted membrane installation. A. Surface Preparation:Clean,prepare,and treat substrates in accordance K w
Applicator shall submit the following certification for review: with ASTM C1127 and traffic coating manufacturer's written instructions. 2. All welding shall be made with 70 ksi ultimate tensile strength,low z
44
iiihydrogen filler metal. O w 0
E y `• , -- • 1) Applicator shall submit documentation from the membrane 1) Remove contaminants,curing compounds,and film-forming coatings 0 ce z
y �. manufacturer to verify contractor's status as a qualified approved from substrates. I- p
` applicator for warranted installations. 0 2 �
N �� • , 2) Remove projections and excess materials and fill voids with IL a_
B. Special Manufacturer's Warranty:Manufacturer's standard form in which manufacturer's recommended substrate patching material. w d E
I traffic coating manufacturer agrees to fumish traffic coating material to W U
i- 1 __ - A repair or replace those materials installed according to manufacturer's 3) Mechanically abrade concrete surfaces by method of shot blasting to a u) 0 D
z r' - „ uniform profile in accordance with ASTM D4259 and meeting ICRI w L o
written instructions that exhibit material defects or otherwise fail to perform LJ,J
i y,,'��, - Surface Profile CSP 3.Do not acid etch.
yP► 1 �[�.:�, as specified under normal use within warranty period specified. N Si >
Z� '^. 4) Clean prepared surfaces in accordance with ASTM D4258. Z
N • �; 1) Access for Repair:Owner shall provide unimpeded access to the - LU
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Project and the traffic coating system for purposes of testing,leak B. Protect adjacent finished surfaces by masking.Mask termination point on BC&E No.
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,��yy -•�_ investigation,and repair, vertical surfaces.Protect weep holes and drains. 23015 i_
E 'J�y,Z, 2) Cost Limitation:Manufacturer's obligation for repair or replacement C. For accessory materials,follow manufacturers application instructions. Date
E - ,. ._I shall be limited to the original installed cost of the work. 08/25/2023
3) Warranty Period:Twenty years from date of Substantial Completion. Scale LlJ
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d at perimeter framing per 1/R2.2 header per field direction of BC&E at perimeter framing per 1/R2.2 w
y 2 and field direction of BC&E A and field direction of BC&E `s _ z 5
NRemove and replace three BC&E No. LLI
damaged joists per field
m` direction of BC&E 23015 H
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E Date
08/25/2023 r
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Note:Background drawings excerpted 1 _
from drawings prepared by Demesne 1 UPPER LEVEL PLAN Sheet AS NOTED
and dated July 24,2023. SCALE:1/4"=1,0" SHEET r
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bowl deck drain.Field verify prior to 3 ' ai
installation.Field verify connection of o M
(N)drain outlet to(N)drain pipe. "as o —
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Provide solid blocking to assist in
setting and supporting(N)drain 44:V -o
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(N)1/2"x Y2"Reglet filled w/compatible J -c o
sealant at concrete to drain flange �/ _ com
transition.Verify with waterproofing � Q, .. �,.;
installer/manufacturer specific o — 0
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(N)Tremco Vulkem EWS
requirements
Pedestrian waterproofing
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TYPICAL WATERPROOFING SYSTEM , WATERPROOFING TERMINATION AT DRAIN 2 0 w
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R2 0 NOT TO SCALE SR2.OT
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(E)Wall framing,to remain a
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Remove(E)brick as needed to install /
(N)details.Replace brick to match(E)
(E)Building paper.Lap over
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(N)sheet-metal flashing
(N)Termination bar /
Confirm(E)plywood sheathing is / N N w
in good condition and properly 0
prepare substrate for application o 0
of(N)waterproofing system per
manufacturer requirements.Turn '/ ii
(N)PUMA up framing wall
a (N)Sheet metal flashing
.: with hemmed drip edge / 4� Q z
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E \ \ 23015
Date
08/25/2023 cC
Scale
NOT USED 4 AS NOTED EL
WATERPROOFING TERMINATION AT EXTERIOR WALL 3 Sheet
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to waterproofing.DO NOT penetrate Substrate, /NIP
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(E)Wall framing waterproofing system with fasteners. typical L -W- o 0
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(N)1"x1"x%g"Aluminum angle m / 1-
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to form continuous backdam VAR !� -(N)Sealant, m
(N)Continuous waterproofing to I tW
typical /� \�•
form pan flashing under threshold. J M
Tremco Vulkem EWS / \ m Closed cell
Pedestrian waterproofing backer rod,
Detail 1/R2.1 similar for i typical
(N)3/q"Dynamic 100 cant / \ a
corner transition,no cant C� 11
(N)1/2"Closed-cell /
expansion joint filler and Slope _ r i 1 /C
Dynamic 100 joint sealant. 11
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(N)Concrete topping slab J
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TRANSITION TO EXTERIOR WALL 1 DOOR THRESHOLD 2 PMMA PAN FLASHING 3 TYP. NEW SEALANT AT JOINTS 4 0 Ct
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-(N)Steel guardrail post,
by others.
Extend(N)Waterproofing
up guardrail posts 3",min. 2
Detail 1/R2.1 similar for (N)Coppar drip edge and (N)Tremco Vulkem (N)Backer rod and
corner transition,no cant closure sheet metal EWS waterproofing, Dynamic 100 joint
piece,secured in place Re:1/R2.0,similar sealant.
� t (N)Backer rod and sealant
E �t < Slope (N)Copper 3 Slope M
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mBC&E No. 23015 f
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a Date
08/25/2023 2
Scale
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DETAIL AT GUARDRAIL POST ATTACHMENT 5 FRONT DECK EDGE SECTION 6 DETAIL AT CAST STONE PERIMETER 7 AS NOTED EL
SHEET SHEET SHEET Sheet
ii NOT TO SCALE NOT TO SCALE NOT TO SCALE
R2.1 R2.1 R2.1 R2 1
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BUILDING DEPARTMENT