074254.001-0 FRCP Product Data and Shop Drawings_NBBJ-PAAN.pdf
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CONTRACTOR SUBMITTAL ISSUE TO NBBJ
NBBJ Submittal
DATE ISSUEDApr 24, 2015
206-074254-0
Number
COMPANYNBBJ
223 Yale Avenue North
GC Submittal
Seattle, WA 98109
206-074254001-0
Number
PHONE / FAX(206) 223-5555
SPEC. PARAGRAPH:
PROJECT NUMBER100822.06
Fiber-Reinforced Concrete
PROJECT NAMESMC Edmonds ACCSPEC. DESCRIPTION:
Panels
ATTENTION:Barb Gipple
FRCP Product Data and
SPECIFIC ITEM:
Shop Drawings
CONTRACTOR ISSUED
Apr 24, 2015
ON:
DATE REQUESTED BACK:May 11, 2015
DATE RECEIVED @ NBBJ:Apr 24, 2015
DATE DUE BACK TO
May 8, 2015
CONTRACTOR:
DATE RETURNED BY
05/28/15
NBBJ:
COPIES
ITEMS TRANSMITTED
SENT VIA
REVIEW ACTIONPartially approved as noted
REVIEW NOTE
GC REMARKS
NBBJ COMPOSITE RESPONSE
Entered By:
Andris Lapins
Entered Date:
Thursday, May 28, 2015 7:41 AM
Partially approved as noted on attachment & as follows:
on attachment & as follows:
Partially approved as noted
1) Provide confirmation performance requirements per 074254, 1.2, A thru C have been properly executed.
1) Provide confirmation performance
requirements per 074254, 1.2, A thru C have been properly executed.
2) Provide panel sub-framing system product data for exterior wall, interior wall & interior soffit.
2) Provide panel sub-framing system product data for exterior wall, interior wall & interior soffit.
3) Provide typical interior details illustrating sub-framing installations per item 2 above & how performance requirements
3) Provide typical interior details illustrating sub-framing installations per item 2 above & how performance requirements
per 1 above are being met (spacings, anchor sizes, connections to stud framing, etc.)
sizes, connections to stud framing, etc.)
per 1 above are being met (spacings, anchor
4) G.C. please provide confirmation interior stud framing supporting FRCP panels has been or will be engineered &
4) G.C. please provide confirmation interior stud framing supporting FRCP panels has been or will be engineered &
detailed to suit. Of particular note is suspended soffit framing on West side of Lobby adjacent existing building.
detailed to suit. Of particular note is suspended soffit framing on West side of Lobby adjacent existing building.
5) Exterior panel size change from 5 1/2" to 5 3/4" w/ 1/4" joints instead of 1/2" per mock up review is confirmed. 1/4"
5) Exterior panel size change from 5 1/2" to 5 3/4" w/ 1/4" joints instead of 1/2" per mock up review is confirmed. 1/4"
joint size shall be typical for all applications.
joint size shall be typical for all applications.
6) PLEASE NOTE: Sheets not relevant to Section 07 4254 Fiber-Reinforced Concrete Panels have been eliminated from
r-Reinforced Concrete Panels have been eliminated from
6) PLEASE NOTE: Sheets not relevant to Section 07 4254 Fibe
reviewed set.
reviewed set.
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CONSULTANTS REPRESENTED
ISSUED BY Joe Eagle
PHONE / FAX:(206) 682-7770
NBBJAndris Lapins
NBBJMichael Howatt
EMAIL:JOE.EAGLE@SELLEN.COM
COPY TO:Dan Schnebele
Mark Bucek
Scott Solberg
ELECTRONIC ATTACHMENTS
0206-074254001-0_FRCP_Product_Data_and_Shop_Drawings_NBBJ-PAAN.pdf
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1 | Page
SUBMITTAL FOR APPROVAL
Submittal #: 206 -074254.001
Rev#: 0
7039. - SWEDISH/EDMONDS-AMBULATORY CARE
Priority: Hot
CENTER
Date: 04/24/2015
To: MICHAEL HOWATT From: JOE EAGLE
NBBJ SELLEN CONSTRUCTION CO., INC.
223 Yale Ave 227 WESTLAKE AVE N
Seattle, 98109 SEATTLE, WA 98109
Originator: NORTHSHORE SHEET METAL INC
Description: FRCP Product Data and Shop Drawings
We are transmitting the following Submittal Package item(s) for your review in accordance with the
contract specifications.
Please review and respond to: JOE EAGLE, by: 5/11/2015.
Additional Notes:
Item Number Spec Section Description Details Notes
Product Data and Shop
206-001. 074254 Fiber Reinforced Concrete Panels
Drawings
cc:
REVIEWED
WITH CORRECTIONS NOTED. THIS REVIEW DOES
NOT RELIEVE THE SUBCONTRACTOR OR MATERIAL
SUPPLIER FROM RESPONSIBILITY FOR ERRORS OR
DEVIATIONS FROM DRAWINGS & SPECIFICATIONS.
SELLEN CONSTRUCTION CO.
GENERAL CONTRACTOR
Submittal: 074254 FRCP Product Data, Shop Draw
By: joee Date: 04/24/2015
074254 Rein Concrete Wall
Panels
TAKTL Technical Summary
®
Doc. SP18.1 Rev. 14.9
ULTRA HIGH PERFORMANCE CONCRETE
TAKTL is an advanced Ultra High Performance TAKTL panels are reinforced with Alkali Resistant
®
Concrete (UHPC) that is over four times as strong (AR) Glass Fiber and two layers of AR Glass Fiber
as traditional precast concrete and performs Mesh. Panels are cast utilizing a proprietary,
exceptionally well in demanding conditions. The automated production process into molds that
key to TAKTLs strength is the carefully calibrated yield an intrinsic pattern and finish. Additionally,
ratio of engineered ingredients and a mixing special surface effects can be created with
sequence that tightly packs molecules together aggregates and/or a variety of media-blasting
and creates very strong bonds. This high packing techniques in an automated, enclosed blasting
density yields excellent flexural and compressive booth. TAKTL is the first company to fully
strength and virtually eliminates the capillary integrate UHPC formulation, design, mold
pores that cause freeze-thaw degradation in pre-making, and automated manufacturing.
cast concrete and GFRC panels.
WWW.TAKTL-LLC.COM | 412.486.1600 | info@taktl-llc.com
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TAKTL Technical Summary
®
Doc. SP18.1 Rev. 14.9
ULTRA HIGH PERFORMANCE CONCRETE
Standard Co
lors
COLOR= Natural per approved
sample submittal 112-074254001-0
GraphiteTitaniumPlatinumWhiteBoneDuneFlaxTerracottaRoot
Colors TAKTL has developed standard colors for the building
®
-
industry and is able to match custom colors. Pigments are add-
tion and planning for safety stock are tightly coordinated with
ed during mixing, resulting in integral color that is consistent
throughout the panel. The TAKTL color Platinum is formulated the installation schedule to span the shortest time possible.
without pigment. All other standard and custom colors contain
Finishing Options MicroSeal/T, a hydrophobic, breathable
engineered for use in concrete. Custom colors are possible for
projects over 4,000 square feet (370 square meters) and are -
evaluated on an individual basis.vironment during the more sensitive early stages of the curing
process. MicroSeal/T is invisible and does not affect the rich,
Color Variation + Weathering Raw materials, particularly natural appearance of the panel. An alternative factory applied
cement and sand, can vary from delivery to delivery, resulting in
slight batch-to-batch color variations characteristic of a natural, natural qualities of TAKTLs subtle color variation and weather-
mineral-based material. In addition, variables such as tempera-ing over time are not desired. The ColorSeal/T process affords
ture and humidity can affect cure time and color consistency. tighter control of the surface color characteristics, virtually
TAKTL minimizes this color variation by carefully controlling raw eliminating the subtle batch-to-batch color variation that results
-from using mineral raw materials.
Flat TexturesRaised Textures
SmoothRough ICrinkleGrass
Smooth
Rough IIRough IIIReedsArbos I & II
Arbos I & II
Arbos II
Specialty Aggregates
Media Blasted Finish
SPA 02
SPA 01
Media Blasted Surface Texture Available as a standard
Specialty Aggregates TAKTL has perfected a technique for
option with any color or texture, media blasting creates a
incorporating aggregates of varying color and size into the
subtly lighter and more visually varied surface of exposed
face layer of flat panels without compromising strength or
matrix. TAKTLs media blaster was purpose designed and
long term performance. Two specialty aggregate color/texture
built for TAKTL with automated feed and articulating multi-
combinations have been added to the TAKTL standard lineup:
head nozzles to create an even surface texture that is not
SPA01 and SPA02. Custom aggregate colors/textures will be
possible with fixed head or hand blasting. Media is cleaned
considered for projects exceeding 5,000 square feet.
and re-circulated in a dust-free and resource efficient cycle.
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TAKTL Technical Summary
®
Doc. SP18.1 Rev. 14.9
ULTRA HIGH PERFORMANCE CONCRETE
Standard Dimensions
Length | Maximum120 in (3,050mm)
Width | Maximum48 in (1,120mm)
Thickness | Flat Textures0.5 in (12.7mm)
Thickness | Raised Textures0.5 in at thinnest point
22
Weight | Flat Textures5.5 lb/ft (29.3kg/m)
60% Usage
Panel Blank100% Usage80% Usage99% Usage70% Usage
0 Saw Cuts1 Saw Cut2 Saw Cuts6 Saw Cuts4 Saw Cuts2 Saw Cuts
22
Weight | Raised Textures5.5 lb/ft 6.6 lb/ft
1 Piece2 Pieces2 Pieces6 Pieces3 Pieces1 Piece
Panel Sizes TAKTL® panels are cut to finished size per Material Optimization To minimize waste and also realize
approved panel layout and manufacturing shop drawings in the lowest material cost, we recommend designing panel
our factory. Panels are cast on a continuous production line layouts that maximize material use. Our standard program
into molds that yield standard sizes up to 4 in width and 10 in efficiency target is 80% panel blank utilization. Please contact
length. The line is designed to operate at several different widths our Technical Support Team for assistance with panel sizes,
in order to minimize material waste. Panel size, orientation and material optimization, and related pricing parameters.
layout directly influence installation costs by impacting number
and placement of anchors, cost of substructure, weight of the
panel and material handling challenges at the job site.
Joint + Corner Options
Open: SquareOpen: Quirk Miter Closed: Factory-adheredClosed: Integral CastClosed: Formed Metal InsideClosed: Formed Metal Outside
Closed: Formed Metal Inside
Closed: Formed Metal Outside
Corners A variety of closed and open corner options are Joints Thermal movement is negligible in TAKTL panels
possible within the standard TAKTL program. Our CNC bridge and does not affect joint size. The coefficient of linear
saws precisely create straight and mitered edges as the finished expansion for a 36(914mm) TAKTL panel over a 68°F
panels are cut to size. Factory Adhered corners have been fully (38°C) temperature swing is 0.016(0.4mm). Although a
tested, with the strength of the joint matching (or exceeding) 3/16 joint is possible, a typical joint dimension is 3/8.
that of reinforced cast corners. The dimension guidelines for The coefficient of linear expansion does not determine
Integral Cast corners at 1/2" thickness are: length 6(1.8m); joint size. Designer preference, building movement and
width of each face 4(101 mm) and 32(812mm) with the installation tolerances drive joint size.
total combined face width to 36(914mm). Formed Metal
The structural engineer of the project should review criteria to determine
minimum joint sizes based on building movement values.
corners can be incorporated in a variety of ways, with the metal
components supplied by others.
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TAKTL Technical Summary
®
Doc. SP18.1 Rev. 14.9
ULTRA HIGH PERFORMANCE CONCRETE
Application Examples
Rainscreen | Undercut Anchors See Figure 1.2
See Fig. 1.1 Rainscreen | Exposed Direct Fastener
Close Cladding | Undercut Anchors See Fig. 1.1
Z-Clip Interior Cladding | Undercut Anchors See Fig. 1.1
Applications TAKTL® panels are compatible with a wide range Anchor Spacing For a standard 1/2(12.7mm) panel, the
of facade applications and cladding support systems, from spacing between anchors should not exceed 39(990mm)
rainscreens to interior lobby elevations. Weve developed sam-under typical design load conditions. The edge of the
ple architectural details, available on our website, with some of undercut anchor or the hole for face fastening shall be a
the most common substructures and clips illustrated (above).minimum of 3(76.2mm) from panel edge and not greater
than 9(228mm). For adequate support, panels must have
Anchoring TAKTL panels can be affixed with concealed a minimum of four anchors. The thickness of the panel, the
undercut anchors or exposed fasteners through the face of the depth of the anchor, and the engineers stamped calculations
panel. Undercut anchors are compatible with textured surfaces incorporating windloads, seismic loads, and other project
and install with a fast, adhesive-free process. TAKTL panels can specific design criteria determine anchor spacing and quantity.
also be attached to substructure framing with screws or rivets.
Reference TAKTL Doc. SP20.1 for complete anchor and anchor spacing information.
All panels are factory-drilled for ease of installation (below).
Attachment Examples
Fig. 1.1 | Concealed Fastener | Undercut Anchors | Concealed Fastener | Undercut Anchors | Into Panel Back Fig. 1.2 | Exposed Direct Fastener | Through Panel Face
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TAKTL Technical Summary
®
Doc. SP18.1 Rev. 14.9
ULTRA HIGH PERFORMANCE CONCRETE
Technical Support + Project Management Every aspect of Storage + Handling Panels are shipped in custom crates,
Storage + HandlingStorage + Handling Panels are shipped in custom crates,
a project is coordinated by a Technical Support Specialist designed to protect the panel faces and minimize damage in
and Project Manager. Our Technical Support Specialists are transit. We have created detailed instructions to make sure
able to provide expert assistance throughout the design, unloading, on-site storage, handling, field cutting/drilling and
budgeting, sampling, specification writing, and quoting installation of our panels is as straightforward and efficient as
process. TAKTL Project Managers work closely with possible. Panels must be protected from moisture (rain/snow
®
contractors and installers from the finalization of order and condensation) during storage to prevent uneven hydration
details through project completion, overseeing drawings, that can cause surface discoloration. Careful handling of panels
approvals, scheduling, shipments, and problem resolution. is required to maintain product quality. Handling instructions are
Their expertise enables them to anticipate issues, similar to those for glass handlers should hold panels on edge
collaborate with all team members, and support architects with the finish face and edges protected at all times.
and contractors through a successful installation.
Reference TAKTL Doc. H2.1 for complete handling and storage instructions.
TAKTL does not offer engineering services. However, we Field Cutting + Drilling TAKTL panels are typically cut and
work frequently with structural engineers and will be drilled per approved drawings prior to shipment. However,
pleased to refer structural engineers who specialize in situations may arise in which field cutting is required, and
UHPC and/or facades.we have created detailed instructions to make field cutting,
drilling, and installation of our panels as easy and efficient as
Pricing Each project is unique, with a variety of possible. TAKTL panels can be cut with standard equipment
factors influencing ultimate cost. These factors include: in the field - we recommend a wet saw with a continuous rim
square footage requirement, number of color/texture blade, keeping the panel surface uniformly wet during cutting,
combinations, project timeline, anchoring system, edge/rinsing it thoroughly, and drying with compressed air. For field
corner style, panel size, and sheet utilization are among drilling, we recommend wet drilling with glass or diamond
the most important. Custom colors, custom textures, bits, keeping the panel surface uniformly wet during drilling,
and panel size can also impact both cost and delivery rinsing it thoroughly, and drying with compressed air.
schedule. Please contact our Technical Support team to
Reference TAKTL Doc.: P2.1, P4.1, P6.1 for complete field processing instructions.
discuss budget pricing and how panel specifications impact
manufacturing, shipping, and cost. Installation Depending upon the type of project, panel size,
and substructure, our panels can be successfully installed
Specifications As an Ultra High Performance Concrete by a variety of specialized façade contractors and trades,
existing within the broader category of Glass-Fiber Reinforced including carpenters, ironworkers and glazers. Working with
Concrete, TAKTL panels are generally specified within Division the installing contractor and the production team, the TAKTL
07 or 08. Please contact our Technical Support Team for Project Manager creates a detailed shipment schedule and
assistance with specification placement and language.panel packing sequence that balances installation strategy
with drawing release dates and production efficiencies.
Project Scheduling Lead Time
From receipt of deposit, approved drawings and approved
REFERENCE DOCUMENTS
color sample(s)
SP20.1 TAKTL Technical Data Document
H2.1TAKTL Un-Crating, Storage + Handling Instructions
Standard Project12 Weeks
P2.1TAKTL Field Processing | Field Cutting Instructions
Custom Project16 Weeks
P4.1TAKTL Field Processing | Field Drilling Instruction
Custom Samples 7 Weeks
P6.1TAKTL Field Processing | Field Grinding Instructions
Q2.1TAKTL Quality Management | Tolerances + Acceptance Criteria
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TAKTL Technical Summary
®
Doc. SP18.1 Rev. 14.9
ULTRA HIGH PERFORMANCE CONCRETE
Certified Test Results TAKTL® panels are tested according Quality Management + Certification TAKTLs Quality
Certified Test Results
TAKTL
to the methods for ASTM C1185 without sealer or coating. Management System monitors parameters such as product
The products have been certified to meet the standards of dimensions, physical properties, flexural strength, anchor
ASTM C1186. All test results exceed the requirements for pullout strength, color and curing conditions, and provides
classification of Type A, Grade IV (highest grade). ASTM C full traceability for each panel back to raw materials. Under
1186 is the International Building Code referenced standard the independent quality certification program, ATI conducts
for exterior fiber cement panels (1405.16).unannounced audits of TAKTL operations at least four times
annually, verifying procedures, reviewing QMS records, and
Except as noted, the following results reflect testing selecting panels at random for laboratory testing and verifi-
completed by Architectural Testing, Inc. (York, PA) on 0.5 cation. TAKTL employs a full-time Quality Administrator, who
panels cast at the TATKL production plant in Pittsburgh, PA monitors procedures, testing, training and reporting.
and selected at random by ATI during certification. CAN/ULC
Reference TAKTL Doc. Q2.1 for complete quality and acceptance criteria.
S114-05 testing was conducted by Intertek (Coquitlam, BC).
ASTM C 1186 CERTIFICATION - GRADE IV RESULTS(US)RESULTS(SI)CERTIFICATION REQUIREMENTS (MINIMUM STANDARD)
ASTM C 1185-08Tolerance - Length0.00in0.00mm1/4 inch maximum variation from nominal dimension
ASTM C 1185-08Tolerance - Width0.00in0.00mm1/4 inch maximum variation from nominal dimension
ASTM C 1185-08Tolerance - Thickness (within Sheets)3.65%3.65% 15% variation between extreme measure of max measured value
ASTM C 1185-08Tolerance - Thickness (between Sheets)0.022in0.559mm .05 in. variation between sheets that are 3/8" - 5/8" thick
ASTM C 1185-08Tolerance - Squareness (Diagonal)0.00in0.00mmlength variation 1/32/in/ft of sheet length
ASTM C 1185-08Tolerance - Squareness (Width Edge)0.00in0.00mmvariation between opposite edges of sheet 1/32/in/ft
ASTM C 1185-08Tolerance - Squareness (Length Edge)0.00in0.00mmvariation between opposite edges of sheet 1/32/in/ft
ASTM C 1185-08Tolerance - Straightness (Length)0.00in0.00mmEdge dimensions within 1/32/in/ft of length
ASTM C 1185-08Toloerance - Straightness (Width)0.00in0.00mmEdge dimensions within 1/32/in/ft of width
ASTM C 1185-08Density137.1lb/ft 3 2,196.1kg/m 3 Reporting Requirement Only
ASTM C 1185-08Modulus of Elasticity - Equilibrium3,685,222psi25,408.7MPaReporting Requirement Only
ASTM C 1185-08Modulus of Rupture - Equilibrium6,895psi47.5MPaFlexural strength must be 3190 psi
ASTM C 1185-08Modulus of Rupture - Wet6,176psi42.6MPaFlexural Strength 2,610 psi and 50% of Equilibrium Flexural Strength
> >
ASTM C 1185-08Freeze/Thaw - Flexural Strength Retention97.3%97.3%No visible cracks and 80% strength retention
ASTM C 1185-08Heat/Rain Exposure - Rainscreen AssyNo DefectsNo DefectsNo visible cracks/structural alteration of the sheets and frame assembly
ASTM C 1185-08Moisture Content0.9%0.9%Reporting Requirement Only
ASTM C 1185-08Moisture Movement0.00%0.00%Reporting Requirement Only
ASTM C 1185-08Water Absorption3.9%3.9%Reporting Requirement Only
ASTM C 1185-08Penetration & Water Droplet Formation0/00/0Moisture penetration permitted, but no droplet formation
FIRE TESTING / SURFACE BURN CHARACTERISTICSRESULTSRESULTS(SI)CERTIFICATION REQUIREMENTS
(US)
ASTM E 84-09Flame Spread Index0 (Class A)0 (Class A)Class A: Flame spread 0-25 / ASTM C 1186: Flame spread 0
ASTM E 84-09Smoke Development Index5 (Class A)5 (Class A)Class A: Development 0-450 / ASTM C 1186: Development 5
ASTM E 136-09CombustibilityNon Combustible Non Combustible Max loss of mass during the test 50%; Surface and interior temp
(6.9% loss,0°C)(6.9% loss,0°C)rise 30°C above furnace temp; No flaming after first 30 seconds
< <
CAN/ULC S114-05CombustibilityNon Combustible Non Combustible Max loss of mass during the test 20%; Temp rise of specimens 36°C.
(6.6% loss,0°C)(6.9% loss, 0°C)No flaming of any of the specimens during the last 14.5 minutes
< <
ANCHOR STRENGTH - KEIL UNDERCUT ANCHORSRESULTS(US)RESULTS(SI)
ASTM E 488-10/E 488M-10Anchor Shear Strength839.9lbf3.7kN1/2 (12.7mm) thick panels; 8.5mm anchors
ASTM E 488-10/E 488M-10Anchor Tensile Strength (Pullout) 456.3lbf2.0kN1/2 (12.7mm) thick panels; 8.5mm anchors
ASTM E 488-10Anchor Shear Strength1,118.3lbf5.0kN5/8 (15.9mm) thick panels; 11.5mm anchors
ASTM E 488-10Anchor Tensile Strength (Pullout) 602.1lbf2.7kN5/8 (15.9mm) thick panels; 11.5mm anchors
ASTM E 488-10/E 488M-10Anchor Shear Strength1691.7lbf7.5kN3/4 (19.0mm) thick panels; 15 mm anchors
ASTM E 488-10/E 488M-10Anchor Tensile Strength (Pullout) 807.4lbf3.6kN3/4 (19.0mm) thick panels; 15 mm anchors
ASTM E 488-10/C 666M-03Anchor Shear Strength - Freeze/Thaw 117.3%117.3%1/2 (12.7mm) thick panels; 8.5mm anchors
ASTM E 488-10/C 666M-03Anchor Tensile Strength - Freeze/Thaw111.0%111.0%1/2 (12.7mm) thick panels; 8.5mm anchors
ACCELERATED WEATHER TESTING / COLOR CHANGERESULTS (US)RESULTS (SI)
ASTM G-155-05a/D2244-09aColorSeal/T (2000 hrs)1.691.69
ASTM G-155-05a/D2244-09aMicroSeal/T (500 hrs)0.370.37
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increased panel size would naturally reduce
typical horizontal joint to 1/4". Arch please
confirm or instruct alternate coursing
Arch please confirm 5 3/4"
NBBJ: SEE
typical panel per mock-up
REVIEW
review.
NOTE 2.
NBBJ: FP-2 IS
FLUOROPOLYMER FINISH
DESIGNATION FOR METAL
NBBJ: 1/4"
(TYP)
Arch please advise of Painting
requirements typical behind
open slat FRCP
Arch please confirm 5 3/4"
typical panel per mock-up
review.
NBBJ: SEE
REVIEW
NOTE 2.
increased panel size would
naturally reduce typical
horizontal reveal to 6-1/4".
Arch please confirm.
NBBJ: MATCH FP-2
(PNT-12 PER SPECS)
INCLUDING FRAMING
VISIBLE FROM INTERIOR
THRU WINDOW
NBBJ: G.C. NOTE: PNT-12
ON STEEL FRAMING
INCLUDING FRCP
SUB-FRAMING
NBBJ: G.C. NOTE: PNT-12
ON STEEL FRAMING
INCLUDING FRCP
SUB-FRAMING
NBBJ: PREFINISHED
METAL TRIM ADJACENT
FRCP TO BE FP-2 (TYP)
NBBJ: G.C. NOTE: PNT-12
ON STEEL FRAMING
INCLUDING FRCP
SUB-FRAMING
NBBJ: PREFINISHED
METAL TRIM ADJACENT
FRCP TO BE FP-2 (TYP)
NBBJ: IF TUBE STEEL NOT BY
NORTHSHORE G.C. TO VERIFY &
COORDINATE FABRICATION AND
INSTALLATION THEREOF SO
ALIGNMENT OF PANELS IS
MAINTAINED
NBBJ: PREFINISHED
METAL TRIM ADJACENT
FRCP TO BE FP-2 (TYP)
NBBJ: PREFINISHED
METAL TRIM ADJACENT
FRCP TO BE FP-2 (TYP)
NBBJ: FIELD FINISHED SURFACES
EXPOSED TO VIEW THRU FRCP
SLATS TO BE PNT-12 (TYP)
NBBJ: PREFINISHED
METAL TRIM ADJACENT
FRCP TO BE FP-2 (TYP)
Arch please advise tube steel
painting requirements beyond
FRCP, if required.
NBBJ: MATCH FP-2 (PNT-12 PER
SPECS) INCLUDING FRAMING VISIBLE
FROM INTERIOR THRU WINDOW
NBBJ: NO FRCP OR
METAL TRIM @ END
NBBJ: 45 DEG BEVEL
PANEL ENDS
NBBJ: 45 DEG PREFINISHED
METAL TRIM - FP-2
NBBJ: PREFINISHED
METAL TRIM ADJACENT
FRCP TO BE FP-2 (TYP)
NBBJ: PREFINISHED METAL
TRIM - FP-1 @ THIS LOCATION
NBBJ: FRCP TO
LAP FMP
NBBJ: PREFINISHED
METAL TRIM ADJACENT
FRCP TO BE FP-2 (TYP)
NBBJ: FRCP-2 PANELS TO LAP FRCP-1 PANELS (TYP)
NBBJ: FRCP-2 PANELS TO
LAP FRCP-1 PANELS (TYP)
NBBJ: FRCP-2 PANELS TO
LAP FRCP-1 PANELS (TYP)
NBBJ: 1/4" (TYP)
NBBJ: PREFINISHED
METAL TRIM ADJACENT
FRCP TO BE FP-2 (TYP)
NBBJ: PREFINISHED
METAL TRIM ADJACENT
FRCP TO BE FP-2 (TYP)
Arch please advise Painting
requirements of Insulated metal
panels and Karrier rail behind. if at
all required.
NBBJ: PNT-12
NBBJ: G.C. NOTE: PNT-12
ON STEEL FRAMING
INCLUDING FRCP
SUB-FRAMING
NBBJ: PLEASE NOTE - BIKE
ENCLOSURE SLAB OCCURS AT OR
BELOW LEVEL 1 ELEVATION. ALL
FRCP @ BIKE ENCLOSURE SHOULD
ANCHOR TO STEEL FRAME.
NBBJ: SEE COMMENTS ON DETAIL 94
NBBJ: G.C. NOTE: PNT-12
ON STEEL FRAMING
INCLUDING FRCP
SUB-FRAMING
NBBJ: COORDINATE FRCP INSTALLATION& DETAILING W/ WATER FEATURE PERLANDSCAPING WF SERIES DRAWINGS
NBBJ: 1/4" JOINTS (TYP)
NBBJ: COORDINATE FRCP INSTALLATION
& DETAILING W/ WATER FEATURE PER
LANDSCAPING WF SERIES DRAWINGS
CORRESPOND TO FMP COURSING
NBBJ: COURSING SHOULD
NBBJ: 3'-11 3/4"
NBBJ: 3'-11 3/4"
PLUS/MINUS - V.I.F.
NBBJ: 4'-0"
PLUS/MINUS - V.I.F.
NBBJ: 3'-0"
NBBJ: 3'-11 3/4"
NBBJ: 1/4"NBBJ: 1/4"NBBJ: 1/4"
NBBJ: 3'-11 3/4"
NBBJ: 1/4"
NBBJ: 1/4"NBBJ: 1/4"NBBJ: 4'-0"
NBBJ: 1/4"NBBJ: 1/4"NBBJ: 1/4"
NBBJ: 3'-0"
NBBJ: 1/4" JOINTS (TYP)
NBBJ: 1/4" JOINTS (TYP)
NBBJ: COURSING SHOULDEXTERIOR FMP COURSING
CHANNEL BETWEEN FRCP-1 FACE
CORRESPOND TO
PANELS & FRCP-2 END PANELS.
NBBJ: SIDE COILING DOOR
G.C. TO COORDINATE
NBBJ: 1/4"
NBBJ: 1/4"NBBJ: 1/4"
NBBJ: 1/4"
NBBJ: 1/4"
NBBJ: 1/4"
NBBJ: 3'-11 3/4"NBBJ: 3'-11 3/4"
NBBJ: 3'-7 3/4"
NBBJ: 3'-11 3/4"
NBBJ: 3'-11 3/4"
NBBJ: 3'-7 3/4"
NBBJ: 2'-5"
NBBJ: 2'-5"
ELEVATION 01b COMMENTREGARDING COURSING
NBBJ: NOTE: SEE
NBBJ: FRCP-2 SOFFIT
NBBJ: NOTE: FRCP-1 PANEL LAYOUT & JOINT
PER RCP'S
OVERLAP OF FRCP-2 END PANELS (TYP)
PLACEMENT SHOULD BE ADJUSTED BY
NBBJ: 1'-11 3/4" LESS DEPTH
OF OVERLAPPING FRCP-2
SOFFIT PANELS
NBBJ: FRCP-1 RETURN TO10'-6" GWB SOFFIT OPPOSITESIDE OF FRCP-2 SOFFIT
NBBJ: FRCP-2 SOFFIT
ELEVATION 01b COMMENTREGARDING COURSING
PER RCP'S
NBBJ: NOTE: SEE
NBBJ: FRCP-1
NBBJ: FRCP-1
NBBJ: FRCP-1
NBBJ: NOTE: FRCP-1 PANEL LAYOUT &JOINT PLACEMENT SHOULD BE ADJUSTEDBY OVERLAP OF FRCP-2 END PANELS (TYP)
NBBJ: FRCP-1 RETURN TO10'-6" GWB SOFFIT OPPOSITESIDE OF FRCP-2 SOFFIT
ELEVATION 01b COMMENTREGARDING COURSING
NBBJ: NOTE: SEE
NBBJ: 1'-11 3/4" LESS DEPTH
OF OVERLAPPING FRCP-2
SOFFIT PANELS
ELEVATION 01b COMMENT
REGARDING COURSING
NBBJ: NOTE: SEE
ELEVATION 01b COMMENTREGARDING COURSING
NBBJ: NOTE: SEE
NBBJ: 1/4" JOINTS (TYP)
NBBJ: SOFFITS LOWERED TO 7'-10"COURSING THIS SHEET ACCORDINGLY
PER RFI-149. ADJUST PANEL
NBBJ: 1/4" JOINTS (TYP)
PLUS/MINUS - V.I.F.
NBBJ: 3'-11 3/4"NBBJ: 3'-11 3/4"
NBBJ: 4'-0"
NBBJ: 3'-0"
NBBJ: 1/4"NBBJ: 1/4"
NBBJ: 1/4"
NBBJ: COORDINATE FRCP INSTALLATION
& DETAILING W/ WATER FEATURE PER
LANDSCAPING WF SERIES DRAWINGS
CORRESPOND TO FMP COURSING
NBBJ: COURSING SHOULD