36C77622B0016 0002.docx

PREBID REQUESTS FOR INFORMATION

5. PROJECT NUMBER (if applicable)

CODE

7.

ADMINISTERED BY

2. AMENDMENT/MODIFICATION NUMBER

CODE

6. ISSUED BY

8. NAME AND ADDRESS OF CONTRACTOR

4. REQUISITION/PURCHASE REQ. NUMBER

3. EFFECTIVE DATE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED

PAGE OF

PAGES

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED

BPA NO.

1. CONTRACT ID CODE

FACILITY CODE

CODE

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

E. IMPORTANT:

is extended,

(a) By completing Items 8 and 15, and returning __________ copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE

OF YOUR

ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY is not extended.

12. ACCOUNTING AND APPROPRIATION DATA

(REV. 11/2016)

is required to sign this document and return ___________ copies to the issuing office.

is not, A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN ITEM 10A.

15C. DATE SIGNED

B. THE ABOVE NUMBERE

D CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES

SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendmen t, and is received prior to the opening hour and date specified.

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER

Contractor

16C. DATE SIGNED

14. DESCRIPTION OF AMENDMENT/MODIFICATION

16B. UNITED

STATES OF AMERICA

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER

16A. NAME AND TITLE OF

CONTRACTING OFFICER

15B. CONTRACTOR/OFFEROR

STANDARD FORM 30

PREVIOUS EDITION NOT USABLE

Prescribed by GSA - FAR (48 CFR) 53.243 (Type or print) (Type or print) (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

(Number, street, county, State and ZIP Code) (If other than Item 6) (Specify type of modification and authority) (such as changes in paying office, appropriation date, etc.)

(If required)

(SEE ITEM 11)

(SEE ITEM 13)

(X)

CHECK

ONE

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF

SOLICITATIONS

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

(Signature of person authorized to sign) (Signature of Contracting Officer) 612-163 36C776 Department of Veterans Affairs Program Contracting Activity Central 6150 Oak Tree Blvd, Suite 300 Independence OH 44131 00076 Department of Veterans Affairs Department of Veterans Affairs 6150 Oak Tree Blvd, Suite 300 Independence OH 44131 To all Offerors/Bidders

36C77622B0016

X X X 05/27/2022 at 10:00 AM ET

The purpose of this amendment is to extend the due date for bids to 05/27/2022 at 10:00 AM ET and provide the following:

1) Available answers to Technical Questions;

2) Bid Opening Conference call-in Line: 1-872-701-0185; Phone C onference ID: 978 004 666# An in person bid opening will not be facilitated. Offerors may participate via teleconference via the above number.

This conference line will be available on May 27, 2022 at 10:30 AM (ET). Please be advised t hat bid submissions are still due at 10:00 AM ET on this date.

Andrea Fink Contract Officer

PCAC15L3-69262

CONTINUATION PAGE

Q1: Please advise parapet steel post and rail framing member sizes and connection details.

ROMANYK: CONTRACTOR TEAM TO DELEGATE DESIGN AND HIRE AN INDEPENDENT FRAMER TO PROVIDE SHOP DRAWINGS FOR DESIGN TEAM TO REVIEW.

Q2: Sheet AI106 for the elevator plans and sections, doesn’t note or show any fire rating details and some of the detailing depicts an odd framing and GWB install (see below for a snapshot). For this wall and similar walls, please advise on the fire stopping condition.

ROMANYK: PER THE ISSUED DOCUMENTS, THE FIRE RATED ASSEMBLY REQUIREMENTS, REFER TO SHEET GI102 CODE SUMMARY SECTION 601 TABLE (FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS), WALL SECTIONS SHEET(S) AI101-AI103B AND SPECIFICATION SECTION(S) 078100.18 (SPRAYED FIRE-RESISTIVE MATERIALS) AND SECTION 078160.18 (INTUMESCENT PAINT).

SEE DETAIL 2/S010 BELOW FOR THE TYPICAL ELEVATOR GUIDE RAIL SUPPORT CONNECTION DETAIL FOR THE PROPER FRAMING. SEE BELOW EXAMPLE OF HOW THAT DETAIL SHOULD BE FIRE PROOFED.

Q3: The exterior wall (E04 shown below) is not noted in the plans as fire rated, but since it is part of the fire rated elevator assembly, I will figure it as fire rated.

ROMANYK: E04 SHOULD BE FIRE RATED.

Q4: Drawing SF101, Note 4 references SB 206 for shear stud spacing and typical details. I cannot find this drawing in the bid package, please advise.

ROMANYK: THE REFERENCE TO SB 206 IS A TYPO. PLEASE SEE SHEET S007 FOR COMPOSITE BEAM SHEAR STUD SPACING AND TYPICAL DETAILS.

Q5: Please provide typical HSS BEAM to HSS COLUMN detail.

ROMANYK: PLEASE SEE THE ATTACHED DETAIL BELOW FOR HSS BEAM TO COLUMN AT THE STAIR TOWERS.

Q6: Doors 1 and 1A are shown as type F3 frames but they are not sliding doors. Please advise what the correct frame type is.

ROMANYK: THE DOOR FRAME TYPE SHOULD BE F-1.

Q7: Our storefront subcontractors have requested a bid extension because their suppliers have excessively long wait times for quotes. Please advise if a bid due date will be possible.

ROMANYK: REASONABLE TO HAVE BID EXTENSION. PLEASE IDENTIFY HOW MUCH MORE TIME IS NEEDED. VA CONTRACTING OFFICER TO APPROVE.

VA: Bids are now due Friday, 5/27/22, by 1pm E.T.

Q8: Please provide clarification on the details of the spec of Alcoa Reynobond material. They only Produce a Fire Rated core ACM product and do not produce PE core material. Would a 4mm Fire Rated Material be an acceptable option if provided from Alcoa Reynobond? Their material also only comes in 62” wide sheets which would make some of the panel sizes shown in the architectural drawings impossible to create as drawn. An additional horizontal panel joint would need to be added around the front signage. Please advise.

ROMANYK: A 4MM FIRE RATED MATERIAL IS AN ACCEPTABLE OPTION. AN ADDITIONAL HORIZONTAL PANEL JOINT WOULD BE OK. ACCEPTABLE TO ROMANYK. VA TO CONFIRM.

VA: Because these panels serve no structural purpose, VA accepts the 4mm Fire Rated material and additional horizontal panel joint around the front signage.

Q9: Are there lockers on this project? There was no spec included, no layout or floor plan and no quantity provided but it was mentioned in the TOC of the specs. Just wanted to confirm this scope is not to be included on this project. Please advise.

ROMANYK: SEE SHEET AE101. LOCKERS ARE NOTED WITH KEYNOTE #2.

SEE SPEC SECTION ATTACHED: 105126.18 SOLID PLASTIC LOCKERS.

LOCKERS ARE LOCATED IN THE SHOWER ROOMS ON THE FIRST FLOOR BUILT INTO THE WALL. THERE ARE 6 LOCKERS.

Q10: Please provide the drawing / details for the flagpole foundation.

ROMANYK: FLAGPOLE WAS ELIMINATED FROM THE PROJECT.

Q11: Does this project require a full time onsite QCM?

VA: From Spec 01 45 00, 3.4 QUALITY CONTROL ORGANIZATION:

B. CQC System Manager: Identify as CQC System Manager an individual within the onsite work organization that is responsible for overall management of CQC and has the authority to act in all CQC matters for the Contractor. The CQC system Manager is required to be a PM or SRE to determine qualifications based on project complexity at construction review. The CQC System Manger is assigned as CQC System Manager but has duties as project superintendent in addition to quality control. Identify in the plan an alternate to serve in the event of the CDQC System Manager’s absence. The requirements for the alternate are the same as the CQC System Manager.

VA understands that the Superintendent is also the QCM, and the Superintendent is required to be on site full time during construction operations. No additional QCM is required to be onsite full time.

Q12: Does this project require a full time onsite SSHO?

VA: From Spec 01 35 26, 1.7 “SITE SAFETY AND HEALTH OFFICER” (SSHO) AND “COMPETENT PERSON” (CP):

C. These Competent Persons can have collateral duties as the subcontractor’s superintendent and/or work crew lead persons as well as fill more than one specialized CP role (i.e. Asbestos, Electrical, Cranes, & Derricks, Demolition, Fall Protection, Fire Safety/Life Safety, Ladder, Rigging, Scaffolds, and Trenches/Excavations). However, the SSHO has be a separate qualified individual from the Prime Contractor’s Superintendent and/or Quality Control Manager with duties only as the SSHO.

D. The SSHO or an equally-qualified Designated Representative/alternate will maintain a presence on the site during construction operations in accordance with FAR Clause 52.236-6: Superintendence by the Contractor. CPs will maintain presence during their construction activities in accordance with above mentioned clause. A listing of the designated SSHO and all known CPs shall be submitted prior to the start of work as part of the APP with the training documentation and/or AHA as listed in Section 1.8 below.

VA expects that the CP is not the Superintendent, that the CP is authorized by the Contractor to make decisions (not related to Superintendent’s QCM decisions), that the CP’s qualifications are acceptable by the Contracting Officer, and the CP is appointed by the Contractor as the acting SSHO on the site; then the SSHO is not required to be onsite full time. It’s also acceptable that the CP appointed by the Contractor as the acting SSHO can be various personnel, but a minimal of one Designated Representative must maintain presence on the site during construction operations.

Q13: Is the commissioning scope included in the general contractors pricing? Or will the VA contract directly?

ROMANK: SEE SPEC SECTION – 01 91 00 GENERAL COMMISSIONING REQUIREMENTS, 1.2 CONTRACTUAL RELATIONSHIPS: THE GENERAL CONTRACTOR WILL CONTRACT WITH THE COMMISSIONING AGENT. THE VA’S RESPONSE IS REQUESTED FOR CONCURRENCE.

VA: The General Contractor shall be responsible for contracting a third-party Commissioning Agent.

Q14: Please clarify if this project is an EIFS system or 7/8” Stucco over metal lath over 1” Styrofoam over 1” Rigid insulation refer to wall types sheet AF105A/E01, E02 & E04, the plans callout EIFS system on elevation sheets keynote 4 and EIFS V-groves reveals on the elevations sheets and detail but there is a conflict of the two different system.

ROMANYK: SEE SPEC SECTION 092400.18 - CEMENT PLASTER/STUCCO. THIS IS A STUCCO OVER METAL LATH OVER STYROFOAM OVER RIGID INSULATION SYSTEM. KEYNOTE 4 “EIFS” IS INCORRECT.

Q15: Please confirm if the attached AL13 Panel System can be used as an alternate for the aluminum composite material required. (SEE ATTACHED DOCUMENT)

Division: ALUMINUM COMPOSITE MATERIAL BUIDLING PANELS (PE) 074200.18 - 3

PART 2 – PRODUCTS - 2.1 PANELS

Proposed: AL13® ACM (Aluminum Composite Material) Panels are available in standard polyethylene (PE) or fire rated (FR) core – the highest quality fire resistant panels. System components have built-in moisture management (pressure equalized rain screen). AL13 panel system has a 20 year warranty.

Fire. Wind. Water. ULC-S134. ASTM E330. AAMA 508. NFPA 285. CAN/ULC-S102. ASTM E84.

ROMANYK: THIS IS AN ACCEPTABLE SUBSTITUTION TO ROMANYK CONSULTING. VA TO APPROVE

VA: Because these panels serve no structural purpose, VA approves AL13 panels as substitution for Alcoa ACM panels.

Q16: What is the proposed project perimeter and construction entrance?

ROMANYK: LIMITS OF CONSTRUCTION ARE NOTED ON CD-100. CONSTRUCTION FENCING AND CONSTRUCTION ACCESS GATE ARE NOTED ON CS-100 & AS101. VA TO CONFIRM.

VA: The newly installed parking lot on that property is in use during normal hospital hours. Due to this, the perimeter fencing shall allow for VA use of the parking lot throughout the duration of construction. Minimize obstructing drive aisles to be the least impactful on VA operations. Parking along designated fire lanes is strictly prohibited. The allowable perimeter and site entrance are shown below:

Q17: Please provide specs for the window shades. Please also identify which windows are to have window shades installed on them as it is not notated on the plans.

ROMANYK: WINDOW SHADE SPECS ARE PROVIDED ATTACHED. UPDATED DRAWINGS ARE SHOWN WITH A NEW KEYNOTE #13 AND NEW DETAIL 6/AI119 FOR THE BLINDS. SEE ATTACHED.

Q18: For Alt. #4, Please provide the size of shrubs and trees for upsizing.

ROMANYK: SEE ATTACHED REVISED DRAWING L-101 FOR UPSIZED SHRUBS AND TREES.

Q19: Root Barrier is specified in the specs. Is root barrier necessary? If so, please provide the length of root control barrier and the distance from tree to hardscape when necessary.

ROMANYK: SEE ATTACHED REVISED DRAWING L-101 FOR LENGTH OF ROOT CONTROL AND LOCATION.

Q20: Please advise who the control system integrator is.

VA: Johnson Controls Inc.

Q21: Waterproofing in the specs and plans are conflicting. The specs call for an elastomeric membrane, and the plans note Schluter Kerdi, which is a sheet membrane. Elastomeric membranes are for more cost effective, and we can provide a 25-year warranty. Please let us know which to use.

ROMANYK: SPECIFICATIONS RULE OVER DRAWINGS SO PLEASE USE THE ELASTOMERIC MEMBRANE FOR BIDDING.

Q23: Spec section 03 30 00 -9 (V) calls out MVE 15 year moisture vapor emission. Will a 15 mil under slab vapor barrier suffice for this spec requirement? Please advise.

ROMANYK: THE 15 MIL UNDER SLAB BARRIER IS ACCEPTABLE FOR THIS REQUIREMENT.

Q24: Bid alternate #3 calls out for a deduct on driller piers for a cantilevered walkway shown on AS101. It reads to see structural but there is nothing in the structural drawings regarding the foundations. There is a driller pier with a block out for the steel guy. Can you please further clarify the scope and provide additional details?

ROMANYK: SEE ENLARGED SITE PLAN DETAIL 3/SHEET AS101: THE ARCHITECT IS SHOWING 4 COLUMNS AND FOUNDATIONS FOR THE CANOPY WALKWAY ADJACENT TO THE BUILDING. THE STRUCTURAL ENGINEER ASSUMED THE CANT WALKWAY SUPPORTS WILL BE SPACED AT 20’ O.C. SEE THE REQUESTED DETAIL BELOW:

Q25: The drawings call out that ALL structural steel to be hot dipped galvanized but in the specifications 05 12 00 says prime painted. Could you please clarify?

ROMANYK: RESPONSE IMEG-S:ALL STEEL MEMBERS EXPOSED TO ELEMENTS (WATER, OR EXTERIOR MEMBERS WITH NO ARCH COVERING) SHALL BE GALVANIZED ALL OTHER MEMBERS SHALL BE PRIME PAINTED.

Q26: Bid Alternate #3. Over hang canopy piers. How many , size and depth?

ROMANYK: SEE ENLARGED SITE PLAN DETAIL 3/SHEET AS101: THE ARCHITECT IS SHOWING 6 COLUMNS AND FOUNDATIONS FROM THE ENTRANCE CANOPY WALKWAY TO THE END OF THE WALKWAY. RESPONSE IMEG-S: PLEASE SEE THE RESPONSE TO Q24 ABOVE.

Q27: Bid Alternate #6. 500 lf of concrete curb and curb / gutter. Half curb and other half curb / gutter?

ROMANYK: All would be curb and gutter.

Q28: 2nd floor concrete deck. Where does deck D3 begin and end from D1? 4-3/4” to 3-1/4” ROMANYK: RESPONSE IMEG-S: DECK TYPE D3 EXTENDS FROM GRIDS 2.0 TO 4.0 AND B4 TO B5.

Q29: Elevator pit. How do the building footing tie into the elevator pit? No details, step footings?

ROMANYK: RESPONSE IMEG-S: GRADE BEAMS DO NOT TIE INTO THE ELEV PIT WALLS. THEY WILL BE ISOLATED WITH ¼” THK. MASONITE. THE HSS POST AT GRIDSB6/3.2 WILL BE A SMALL COMBINED FTG EXTENSION FROM THE ELEV PIT WALL DUE TO THE PROXIMITY. PLEASE SEE THE DETAIL BELOW FOR CLARIFICATION.

Q30: Slab on grade. 5” concrete over 15 mil vapor barrier, over 4” crush rock? Soils report calls for 4” capillary break. Please advise.

ROMANYK: RESPONSE IMEG-S: AGREED. PER SOILS REPORT SECTION 4.10.3 5” SOG OVER VAPOR BARRIER OVER THE 4” CRUSHED ROCK CAPILLARY BREAK.

Q31: SECTION 08 80 00 GLAZING: Can you please reference the sheets in drawings that show blast or bullet resistant glass? We see it in the specs but not on the drawings.

ROMANYK: SEE GENERAL NOTE ON ELEVATION SHEET AE201 CALLING FOR 1” INSULATED, THERMALLY BROKEN, BLAST RESISTANT UNITS WITH LAMINATED SAFETY FILM. SEE SHEET AF102, DETAIL 1 FOR LOCATIONS OF BALLISTIC PANELS BEHIND THE GYP BD PANELS. SPEC SECTION 08 56 53 APPLIES TO THE EXTERIOR WINDOWS. DELETE LINE 3 1.3.B.3 IN SECTION 08 80 00 THAT REFERENCES BULLET RESISTANT GLASS.

Q32: SECTION 05 12 00 STRUCTURAL STEEL FRAMING contains the following paragraph:

“Configuration: Design and detail all connections for each member size, steel grade and connection type to resist the loads and reactions indicated on the drawings or specified herein. Use details consistent with details shown on drawings, supplementing where necessary. The details shown on drawings are conceptual and do not indicate the required weld sizes or number of bolts unless specifically noted. Use rational engineering design and standard practice in detailing accounting for all loads and eccentricities in both the connection and the members.”

We take this to mean that only connections where steel members, weld and bolt sizes are not shown in the project drawing details/typical steel details will require engineering, please confirm.

ROMANYK:/RESPONSE IMEG-S: THIS PARAGRAPH WILL BE DELETED FORM THE SPECS. THIS PARAGRAPH APPLIES TO DEFERRED APPROVAL ITEMS SUCH AS OPEN WEB STEEL GIRDERS WHERE WE WOULD BE GIVING THE DEMAND TO THE MEMBERS FOR THE MANUFACTURERS ENGINEER TO TAKE THOSE LOADS AND PROVIDE THE NECESSARY DESIGN. FOR THIS PROJECT, THE STEEL FRAMING AND CONNECTIONS ARE DESIGNED BY THE SEOR NOT DELEGATED IN A DEFERRED APPROVAL PACKAGE.

Q34: What are the expected costs for encroachment/utility permits for local jurisdiction(s)?

VA: An allotment of $150,000 for encroachment/utility permits shall be included in the base bid.

Q35: An existing lot with handicap parking has already been installed east of the proposed building construction site. Shall we include the costs of constructing handicap parking, as shown on sheet CS-100 Site Plan?

VA: Construction of handicap stalls, per sheet CS-100 Site Plan, shall be removed from the Scope of Work.

Q36: Under Specification 01 91 00 GENERAL COMMISSIONING REQUIREMENTS, 1.7 SYSTEMS TO BE COMMISSIONED; for commissioning the elevator(s), it states that certification is by other. Who is responsible for certifying the elevator?

VA: The General Contractor shall be responsible for contracting a third-party elevator certifier, as well as any fees associated with testing and certification.

See attached document: Attachment 1 - 105126.18 SOLID PLASTIC LOCKERS.

See attached document: Attachment 2 - AL13 Panel Submittal.

See attached document: Attachment 3 - Mather Social Services RFI #1.

See attached document: Attachment 4 - SECTION 12 24 00 Window Shades.

See attached document: Attachment 5 - REVISED DRAWING L-101 FOR UPSIZED SHRUBS AND TREES.

End of Document image5.png image6.emf

SPEC SECTION 105126.18 SOLID PLASTIC LOCKERS.pdf

105126.18 - 1

SECTION 105126.18

SOLID PLASTIC LOCKERS

PART GENERAL

1.1 SUMMARY

A. Section includes:

1. Solid plastic lockers.

B. Related Sections:

1. Division 01: Administrative, procedural, and temporary work requirements.

2. Division 06: Rough carpentry.

C. References

1. UL – GREENGUARD certified low emitting materials.

2. ASTM - B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes.

3. ASTM – A167 - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel

Steel Plate, Sheet, and Strip.

1.2 SUBMITTALS

A. Submittals for Review:

1. Shop Drawings: Include dimensioned layouts, elevations, trim, closures and accessories.

2. Product Data: Manufacturer’s descriptive data

3. Samples: 3 x 3 inch samples showing available colors.

1.3 QUALITY ASSURANCE

A. Manufacturer Qualifications: Minimum 5 years of experience in manufacture of solid plastic lockers with products in satisfactory use under similar service conditions.

B. Installer Qualifications: Minimum 5 years of experience in work of this Section. The installer must be a certified installer through manufacturer’s installation certification program.

1.4 DELIVERY, STORAGE, AND HANDLING

A. Store in an upright condition. Protect plastic lockers from exposure to direct sunlight. This product is not intended for outdoor use.

1.5. WARRANTY

105126.18 - 2

A. Provide manufacturer’s 25 year warranty against breakage, corrosion, and delamination under normal conditions.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Contract documents are based on products by Scranton Products. (www.scrantonproducts.com) OR

VA Approved Equal.

B. Substitutions: Equal product substitutions are allowed, but the burden of proof of equality will be the responsibility of the General Contractor.

C. Materials

1. High Density Polyethylene (HDPE): polyethylene thermoplastic formed into solid plastic components with homogeneous color throughout, with smooth orange peel finish.

2. Heavy Duty Extruded Aluminum: B221, 6063-T6

3. Chromium Plated Steel: A167

4. Color: To be selected from manufacturer’s color range.

2.2 STANDARD PLASTIC LOCKERS

A. Locker Configuration: Two tier (recessed in wall)

B. Locker Dimensions:

1. Height, Nominal: 36 inch (two 36 inch lockers stacked)

2. Width: 12 inch

3. Depth: 24 inch (two are 12”+/field verify depth, and make as deep as possible in Shower 102A)

C. Locker Locations:

1. Lockers are located in the shower rooms on the firs floor built into the wall and in the outside

Lockers 113, also built into the wall

D. Material: High density polyethylene (HDPE) plastic

. Sides, Tops, Bottoms, Backs, and Shelves: 3/8 inch thick HDPE plastic, grey finish.

1. Sides: 3/8 inch thick HDPE plastic, grey finish

F. Locker Tops: Flat top finished in same color as locker door (recessed in wall)

G. Doors and Frame: ½ inch thick HDPE plastic

1. Doors: ½ inch thick HDPE plastic with horizontal venting

2. Handle: ADA compliant ergonomic handle, injection molded plastic

3. Locks: In-door key

4. Hinge: Heavy duty extruded aluminum with corrosion free stainless steel pin with silver finish.

5. Engraving: none

105126.18 - 3

6. ADA Compliance Package: 3134 aluminum Series 1100, H18, satin matte finish ADA plaque, adjustable 3/8 inch HDPE plastic shelf with plastic clips

7. Latch Bar: 3/8 inch thick HDPE plastic with multiple latch points, fastened with stainless steel tamper-resistant screws

H. Assembly profile: Full height of lockers, PVC plastic, snap fit assembled onto locker sides.

I. Accessories

1. Coat hook: Two-prong, high impact plastic, black finish, mounted to side of divider, two per door opening.

2. End Panels: 1 inch thick HDPE plastic, color and finish same as locker door

3. Filler Panels and Trim: ½ inch thick HDPE plastic, color and finish same as locker door

4. Number Plate: 3134 aluminum, Series 1100, H18, satin matte finish, fastened to locker with corrosion resistant stainless steel rivets

5. Locker Base: 1 inch thick HDPE plastic, with color and finish same as locker door, 4 inch; field assembly required.

6. Wall hook: two per door opening.

7. Garment Bar: heavy duty extruded aluminum

8. Color: As selected by VA from manufacturer’s color range.

2.8 FABRICATION

A. Fabricate locker components square and rigid; finish free from scratches and chips.

B. Fabricate locker components for snap-together assembly or slide-together dovetail connections providing solid and secure, anti-racking construction.

C. Fabricate adjacent lockers with common side panel.

D. Fabricate locker units for assembly in maximum of three adjacent lockers.

E. Fabricate locker benches to sizes indicated in single lengths.

PART 3 EXECUTION

3.1 INSTALLATION

A. Install lockers in accordance with manufacturer’s instructions and approved Shop Drawings.

B. Set lockers on prepared locker base.

C. Set plumb, level, rigid, and aligned.

D. Attach lockers to supporting construction with anchors best suited to substrate conditions.

3.2 ADJUSTING

105126.18 - 4

A. Adjust doors and latches to operate correctly.

END OF SECTION

image7.emf

AL13_Panel_Submittal_USA2021 (6).pdf

* extrusions are coated in a matching solid tone solid colors most popular battleship gray

SD327

elephant gray

SD304

cobblestone

SD302

brilliant white

SD301

white

SD323

midnight

SD334

galaxy black

SD333

acorn gray

SD303

slate

SD330

metallics charcoal metallic

MC308

pewter metallic

MC322

emery metallic

MC321

silver metallic

MC309

woodline brazilian teak

WD315

harvard maple

WD316

beach oak

WD319

black walnut

WD311

swiss pear

WD310

AL13® Panels are cut to fit on-site and secured using system frame components, allowing for on-the-fly changes. AL13® system clips and extrusions work together to create a secure system with built-in moisture management.

AAMA 508 - pressure equalized rainscreen

ASTM E330 - windload

No additional off-site fabrication required.

Panels are cut to fit on-site and secured using a patented process, saving time and money.

Wind + Water 2

Finish 3

Fire Safety 1

The AL13® Panel System is available in 9 standard solids, 5 wood grains and 4 metallic finishes - custom color matching also available.

AAMA 2605 - coating finish standard

20 f ye ini a s r h warranty

Patented 4

Years of R&D have allowed AL13® to create an innovative system solution for on-site installation, and alleviate lead time constraints inherent with other products.

Patented get more info at al13.com/patents

CAN/ULC-S134 - FR core only

NFPA 285 - FR core only

AL13® Panels are available in standard polyethylene (PE) or fire rated (FR) core.

CAN/ULC-S102

FR Core: flame spread (0) - smoke development (5)

ASTM E84

FR Core: flame spread (0) - smoke development (30)

Product Name: AL13® Architectural Panels Manufacturer’s Name: Anenda Systems Inc.

Date of Publication: October 2019

MasterFormat Classification: 07 42 43 – Composite Wall Panels Page 1 of 6

PRODUCT DESCRIPTION

PRODUCT FEATURES

USA

● DESCRIPTION

○ Composite aluminum panels comprised of aluminum skin faced sheets bonded to polyethylene core, or fire-rated mineral fiber core, with high performance fluorocarbon coating finish.

● USES

○ Designed for rainscreen cladding applications.

● PRODUCT ATTRIBUTES AND CHARACTERISTICS

○ Available with polyethylene core or fire-rated mineral fiber, non-combustible core.

○ High performance fluorocarbon finish coating is available in a variety of standard colors including solid colors, wood line finishes. Custom colors are also available.

○ Extruded aluminum panel and perimeter frame assembly and snap-lock top cap for final attachment to frame assembly. Frame components are both two-part snap-locking and one-piece assemblies.

○ Panel dimensions and configurations allow for field adjustment and thermal movement.

● SELECTION CRITERIA

○ Attachment system allows for vertical and horizontal thermal movement due to thermal changes. The product shall not be installed where surface temperatures are anticipated to exceed 180° F (82° C).

○ Unique tab-over design allows for each panel to expand and contract across a broad temperature spectrum without causing buckling or oil-canning.

● SUSTAINABILITY CRITERIA

○ Panels contain recycled content which may contribute to LEED Material and

Resources Credit 4 – Recycled Content.

○ Aluminum Skin (of 0.4 and 0.5 mm): 8% pre-consumer recycled content (percent in weight)

○ Plastic (of PE Core) 100% pre-consumer recycled content (percent in weight)

○ Fire Rated Core: 10 % of pre-consumer recycled content (percent in weight)

● APPLICABLE CURRENT STANDARDS, RELATED REFERENCES

○ AAMA 508 - Voluntary Test Method and Specification for Pressure Equalized

Rain Screen Wall Cladding Systems.

MasterFormat Classification: 07 42 43 – Composite Wall Panels Page 2 of 6

○ AAMA 2605 - Specification for Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels.

○ ASTM B117 – Standard Practice for Operating Salt Spray (Fog) Apparatus.

○ ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded

Bars, Rods, Wire, Profiles, and Tubes.

○ ASTM D523 – Standard Test Method for Specular Gloss.

○ ASTM D696 – Standard Test Method for Coefficient of Linear Thermal Expansion of Plastics Between -30°C and 30°C with a Vitreous Silica.

○ ASTM D714 – Standard Test Method for Evaluating Degree of Blistering of

Paints.

○ ASTM D903 - Standard Test Method for Peel or Stripping Strength of Adhesive

Bonds.

○ ASTM D968 - Standard Test Methods for Abrasion Resistance of Organic

Coatings by Falling Abrasive.

○ ASTM D1308 – Standard Test Method for Effect of Household Chemicals on

Clear and Pigmented Organic Finishes.

○ ASTM D2244 - Standard Practice for Calculation of Color Tolerances and Color

Differences from Instrumentally Measured Color Coordinates.

○ ASTM D2248 – Standard Practice for Detergent Resistance of Organic Finishes.

○ ASTM D2794 - Standard Test Method for Resistance of Organic Coatings to the

Effects of Rapid Deformation (Impact).

○ ASTM D3359 – Standard Test Methods for Rating Adhesion by Tape Test.

○ ASTM D3363 - Standard Test Method for Film Hardness by Pencil Test.

○ ASTM D4145 – Standard Test Method for Coating Flexibility of Prepainted Sheet.

○ ASTM D4214 - Standard Test Methods for Evaluating the Degree of Chalking of

Exterior Paint Films.

○ ASTM E84 - Test Method for Surface Burning Characteristics of Building

Materials.

○ ASTM E330/E330M - Standard Test Method for Structural Performance of

Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference

○ ASTM E331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

○ ASTM E1288 – Standard Test Method for the Durability of Biomass Pellets.

○ Rates for Materials and Products Using an Oxygen Consumption Calorimeter.

○ DAF-45 – Aluminum Association Inc. Designation System for Aluminum Finishes.

○ NFPA 285 - Standard Test Method for Evaluation of Fire Propagation

Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components.

● PERFORMANCE CRITERIA

○ General Panel Properties:

■ Thermal Expansion: ASTM D696, 2.4 x 10-5 per degree C

■ Fire Propagation: ASTM E84

MasterFormat Classification: 07 42 43 – Composite Wall Panels Page 3 of 6

□ Polyurethane Core:

Smoke Developed = 5 Flame Spread = 20

□ Fire Rated Core:

Smoke Developed = 30 Flame Spread = 0

○ General System Properties:

■ Wind-Pressure Resistance: ASTM E330: Tested. See Technical Data

Sheet (Wind loads)

■ Pressure Cycling: ASTM E1288: Passed 100 cycles.

● PACKAGING, HANDLING, PROTECTION, AND DELIVERY INSTRUCTIONS

○ Deliver materials and related components in manufacturers’ unopened containers or bundles, fully identified by name, brand, type and grade. Prevent damage during unloading, storing and installation.

○ Store, protect and handle materials and components to prevent twisting, bending, mechanical damage, contamination and deterioration.

○ Store materials off ground and keep clean, dry, and free of dirt and other foreign matter.

○ Do not expose panels with strippable film to direct sunlight or elevated heat.

● SPECIAL WARRANTY

○ Fifteen year limited product warranty against physical defects of systems and products that are properly installed and maintained according to the manufacturer’s published application instructions.

○ Finish Coating: Twenty year limited warranty stating finishes shall be free from peeling and checking, chalking of exterior paint, and fading or color change.

● LIMITATIONS

○ Composite aluminum panels must be protected from direct contact with dissimilar metals by a membrane or coating layer.

● SAFETY PRECAUTIONS

○ Wear suitable personal protection to avoid cuts.

○ Wear eye protection when cutting, handling and installing panels.

○ Panels will be hot when subjected to sunlight.

MasterFormat Classification: 07 42 43 – Composite Wall Panels Page 4 of 6

● AVAILABILITY

○ Available from appointed distributors. See distributor listing on website.

● COST

○ Consult distributors for specific product costs or relative costs.

PRODUCT PROPERTIES

● MATERIALS, COMPOSITION, PROPERTIES

○ Aluminum faces sheets: AA A3003-H24 alloy aluminum sheet with nominal thickness of 0.020 inches (0.5 mm).

○ Back plates, corner frames and end frames: AA 6063-T5 extruded aluminum with wall thickness ~ 0.062 inches (1.57 mm).

○ Panel joint top caps: AA6063-T5 extruded aluminum, two-piece snap together assembly of top cap and backplate, ~ 0.062 inches (1.57 mm) thick.

● ACCESSORIES

○ AL13® adhesive tape for permanent adhesion of I-beam stiffeners to the back side of the ACM panel for added panel rigidity (optional application).

○ Fasteners:

■ Attachment of System frame components to Steel Substrate: #10-16 x ¾ inch (19.05 mm) self-drilling screws with corrosion-resistant coating.

Installed every 24 inches (60.96 cm) on center.

■ Attachment of System frame components to Wood Substrate: #12-14 x 1 ½ inch (38 mm) mini drill-point fasteners with EPDM composite washers and corrosion-resistant coating. Installed every 16 inches (40.64 cm) on center, unless securing a segmented (3 ¼ inch) (8.25 cm) backplate (installed 16 inches (40.64 cm) on center), in which case two fasteners per segmented piece are required.

■ Attachment of System frame components to Concrete walls: ¼ inch (6.35

mm) diameter threaded stainless steel concrete screw anchor. Minimum embedment into concrete of 1 ¼ inch (31.75 mm). Ultimate withdrawal resistance shall be a minimum of 750 lbf. Installed every 24 inches (60.96

cm) on center.

□ Note: For larger installed areas over concrete, it is recommended to install a furring bar or Z-girt for panel attachment. Attaching frame components directly to concrete is time consuming.

■ Fastener Corrosion Resistance:

□ Carbon Steel: Coated to provide not less than 1,700 hours of

MasterFormat Classification: 07 42 43 – Composite Wall Panels Page 5 of 6

ASTM B 117 salt spray performance with no white or red rust; 18 cycles of ASTM G 87 (DIN 50018) SO2 Kesternich testing with not more than 15 percent red rust.

□ Stainless Steel: 304, 305 or 316 Series Stainless Steel.

● SHAPE, MASS, AND DIMENSION

○ Panel Weight:

■ Polyethylene core:

□ 0.12 inch/0.02 inch (3 mm/0.50 mm): 0.96 lb/ft2 (4.71 kg/m2)

□ 0.16 inch/0.02 inch (4 mm/0.50 mm): 1.17 lb/ft2 (5.71 kg/m2)

■ Fire-rated mineral fiber core:

□ 0.12 inch/0.12 inch (3 mm/0.40 mm): 1.27 lb/ft2 (6.20 kg/m2)

□ 0.16 inch/0.02 inch (4 mm0.50 mm): 1.68 lb/ft2 (8.18 kg/m2)

○ Overall panel thickness: 0.12 inch (3 mm) or 0.157 inch (4 mm).

○ Standard panel size of 4 foot x 8 foot (1220 mm x 2440 mm).

○ Custom sizes available, up to a maximum of 5 foot x 10 foot (1524 mm x 3048 mm).

● FINISH, COLORS AND TEXTURES

○ High performance finish coating in compliance with AAMA 2605.

PRODUCT INSTALLATION

● PREPARATION

○ Ensure structural supports are aligned and meets structural requirements for wind loading and gravity loads.

○ Ensure building surfaces are smooth, clean, dry and free from defects detrimental to installation of cladding system.

○ Ensure framing is planar with variations on not more than ¼-inch in ten feet.

○ Inspect cladding and components before installation and verify that there is no shipping, storage, or staging damage. Do not install damaged cladding. Remove from jobsite to avoid re-application.

○ Ensure all products received are as ordered/required for project, including finish and size.

● INSTALLATION

○ Install products in accordance with manufacturer's published handling and

Version: 2022 April

Installation Guide

PQuestions? info@al13.com

AL13 Panel System

The backplates and various caps use an interference fit and require an impact to engage the two components. Ensure that the substrate is solid enough to sustain this impact.

ACM Panel

Reveal Cap

System Clip Compressible

I-BeamFlat Cap

Inside Corner

End Frame

2-Piece Outside Corner

Back Plate Universal

Structural Framing

Membrane

AL13 How-To mailto:info@al13.com https://al13.com/how-to-install-al13-from-start-to-finish/

Please read and understand this guide. Any questions or inconsistencies should be directed to info@al13.com.

Guidelines may vary depending on project particulars and conditions. Contact AL13® with questions regarding variance from this guide. Standard carpentry skills are required for optimum results.

Good health and safety practices must be followed when installing AL13® Panel System.

Please refer to the AL13® Material Safety Data Sheets for more info.

When materials arrive on site, ensure that all panels, extrusions and other component packaging are in good condition, free of any defects, and verify that the materials match the order / shop drawings.

> Shipping or packaging issues should be noted on the waybill and then reported to the distributor

> Should any products be damaged, the receiving party is responsible for filling a freight claim to the shipping company >within 24 hours of receiving product.

> Defective materials should be reported to the distributor from which the product was dispatched.

01 Understand the various elements of the system

02 Plan the installation, work schedule, layout, and material usage

03 Ensure everyone working has read the installation guidelines

04 Execute work in the sequence set forth in the installation guidelines

05 Protection should be worn: gloves, ear protection, steel-toe boots, safety glasses and hard hat

06 Protect the product by storing the material in a dry and clean environment

07 Ensure proper fit of the system

08 Upon completion of installation, remove protective film and clean any debris on the wall

Guidelines 1

IMPORTANT: Failure to follow the guidelines herein will void the AL13® warranty

Key steps for a successful installation

Pre-installation: Receiving materials

Guidelines 2

Product Legend: This installation guide discusses various components of the system and uses component reference blocks.

Please refer to the following to verify the correct component.

Component Size / piece Material

3mm ACM Panel 4’ x 8’ sheet AAMA 2605 coated with PE core or FR core

4mm ACM Panel 4’ x 8’ sheet AAMA 2605 coated with PE core or FR core

End Frame 8’ length AAMA 2605 coated aluminum extrusion

Inside Corner 8’ length AAMA 2605 coated

Outside Corner 8’ length AAMA 2605 coated

Flat Cap: Perimeter 8’ length AAMA 2605 coated

Flat Cap 8’ length AAMA 2605 coated

Reveal Cap: Perimeter 8’ length AAMA 2605 coated

Reveal Cap 8’ length AAMA 2605 coated

Two Piece Outside Corner 8’ length Outside Corner Cap:

AAMA 2605 coated

Backplate:

PVDF coated

Guidelines 3

Component Size / piece Material

Back Plate: Universal 8’ length Black powder coated

I-Beam 8’ length Aluminum extrusion

System Clip: Compressible Package of 100ea

Glass-filled polyamide

Wood Fastener 500/package 1-1/2in long

Wood Substrate:

#12-14 x 1 ½” mini drill-point fasteners with EPDM washers and corrosion-resistant coating

Concrete Fastener 100/package 1-1/4in long

Concrete walls: #11 x 1 ¼” concrete screw anchor with corrosion-resistant coating

Metal Fastener 500/package 3/4in long

Steel substrate:

#10-16 x ¾” self-drilling, self-tapping screws with corrosion resistant coating

Adhesive Tape 108’ roll AL13 double-sided acrylic adhesive tape

Guidelines 4

Install Kit Components Size / piece Material

80T Non-ferrous Saw Blade

10” - each Carbide tip / high-speed steel

60T Non-ferrous Saw Blade

6-¼” - each Carbide tip / high-speed steel

Gloves pair Rubber / lyca

SLED: Flat each Plastic and rubber

SLED: Reveal each Plastic and rubber

SLED: Corner each Plastic and rubber

Suction Cup each Coated aluminum

Guidelines 5

Once material is verified to be in good condition, take inventory of units according to the packing slip. Make sure all materials - panel, extrusion, fasteners, and adhesive tape - and quantities are present.

The distributor should be notified immediately if the order has any missing or incomplete components. Failure to do so may void re-fulfillment.

Inventory

Material Handling

Tools

AL13® ACM System panels are shipped on pallets in fifty (50) sheets or fewer. The sheets are secured in place with metal strapping and covered with protective wrap. Panels should be kept in their original packaging or similar and moved by a forklift or pallet jack.

Once a pallet is unwrapped and metal straps are cut, panels may be moved individually. Ensure to use clean work gloves to protect from sharp edges and keep panels clean. Panels must be first lifted vertically away from the pallet, then away—DO NOT DRAG OR SLIDE PANELS.

Store all materials in a clean and dry environment, both before and after materials are unpacked

Wear gloves when handling materials, and use suction cups when mounting panels to the wall. Be sure to wear eye and ear protection when cutting materials. Always wear appropriate personal protective equipment.

Our Panel System is made to be installed with general tools. A recommended tool list is as follows:

> Sawhorses/work table

> Circular saw, handheld with guide

> Table saw

> Cordless electric impact with

> appropriate bits

> AL13 saw blades

> AL13 SLED tool

> AL13 suction cups

> Jigsaw

> File (for deburring cut sheets)

> Level/plumb line

> Chalk line

> Cordless electric drill

> Drill bit set

#02

Guidelines 6

Panel Layout

Material Use

It is important to commence work with good construction practice and schedule work with other trades to avoid delays.

Once installation begins it must not be delayed for any length of time as damage may occur to the system, substrate or both due to exposure to the elements. Before any installation begins, it is imperative to plan the layout of the system. The architectural plans/elevations should be reviewed to determine the appropriate ‘grid’ for the system. Should no such plans be available, measure areas to develop a pattern that will maximize panel size, aesthetics and minimize fabrication.

Once the layout has been determined, double check that there is an adequate amount of materials present for the application at hand. Since estimation takeoffs and quantities are based on panel layout, any installation varying from the original plan may affect quantities and cause material shortages. Make sure to check the cut plan to determine if this will result in any further shortages. When calculating material usage, note that vertical extrusions - in most cases - will carry through continuously, while the horizontals tuck and terminate under the tabs of the verticals.

Standard panel size is 4 ft x 8 ft (1220 mm x 2440 mm). Do not use these dimensions for determining layout lines, adequate space must be left between panels for extrusions.

#18

Guidelines 7

System Clip Compressible

The System Clip Compressible provides a perfect fit between the framing components and the panel without the need for extra fasteners, adhesives, or caulking. Familiarize yourself with installing the System Clip Compressible correctly in order to achieve this perfect fit.

Install the system clip correctly by ensuring the Backplate is inserted into the engaging slot as shown.

The System Clip Compressible should glide in easily and snap into the Backplate when fully inserted.

CORRECT

INCORRECT

Note that the System Clip Compressible presses up against the panels, hence the majority of its body needs to rest towards the panel.

This incorrect installation will not provide the correct fit between the framing and the ACM panels.

This incorrect, upside-down installation will also not provide the correct fit between the framing and the ACM panels.

Guidelines 8

Supported Substrates

Wood Frame with OSB/Plywood Sheathing

Concrete Installation

Girt/Furring Bar Installation

For installation on wood substrates, plywood, and OSB, AL13® Wood Fasteners must be used.

For sheathed wood frame, AL13® installs directly on building wrap. The mechanical fasteners anchor into building sheathing and studs where available.

For installation on girt or furring bars, use metal fasteners.

For installation on concrete, use concrete fasteners/anchors.

Wood Fastener

Metal Fastener

Concrete Fastener

Guidelines 9

Installation near Windows, Doors, and other Bump-Outs

Leave a minimum of 1/16” gap between the edge of a perimeter (e.g., windows, doors, bump-outs) and the Back Plate Universal.

When installing around a perimeter terminated with a Back Plate Universal, leave a minimum gap of 1/16” from the edge of the Back Plate to the perimeter border. This allows sufficient space for a top cap to be installed.

Panels are fastened by the frame tabs on the top caps around the entire perimeter. No traditional mechanical fasteners are required in the panel itself.

Ensure that the correct Snap-Lock Engagement Device (SLED) is used for the appropriate cap. Use a rubber mallet together with the appropriate SLED to install the top caps.

Guidelines 10

Installing the Top Caps

Flat Cap and

A protrusion at the bottom of the SLED fits inside the reveal of the cap to ensure proper installation.

A cutout at the bottom of the SLED captures the geometry of the Outside Corner cap to ensure proper installation.

2-Piece Outside Corner Cap

Flat SLEDrequire the

Flat Cap: Perimeter

Reveal Cap: Perimeter

Reveal Cap and

Reveal SLEDrequire the

2OC SLEDrequires the

The building envelope, which includes a weather barrier and all applicable flashings, must be completed to local building code before any AL13® component is to be laid out or installed.

The first part of the installation guide outlines a basic install on a flat wall as illustrated above in its completed form.

The subsequent sections will outline more intricate details like inside corners, outside corners, windows, doors, overhangs, and build-outs.

(Please be sure to have read the General Install section first).

Panel Install 01

Example Wall

Questions? info@al13.com

Using the chosen layout, determine the best suited datum - or starting point - shown here as the lower left corner. Lay out the panel grid using chalk lines (or similar) from the datum point, ensuring that all lines are plumb or level. These lines are to indicate the locations of the extruded frame components that will secure and frame the ACM panel.

Laying out the grid.

Panel Install 02

It is the preferred method to fasten the top part of the extrusion first (upper 3”), then the bottom (lower 3”), followed by all fasteners in between.

Typical fastener spacing on all extrusions with the 4mm ACM Panel system is to be no greater than 24” with a minimum of 2 fasteners per extrusion. Fastener spacing may be increased, to add additional pull out capacity. Consult the fastener specifications guide to determine fastener type and spacing.

Measure and cut the vertical End Frames according to the marked grid lines. If the top of the vertical End Frame is to meet another horizontal End Frame at 90 degrees, a 45-degree mitre cut is to be made on both parts to complete the angle. This will eliminate the need to notch extrusions. If the wall is to be finished with a half back plate and perimeter cap, the 45-degree mitre is not necessary, as the horizontal cap will tuck behind the vertical end frames.

Panel Install 03

Fasten vertical perimeter extrusions.

*An Outside Corner Frame, Inside

Corner Frame, or a Perimeter

Frame Assembly may be used in place of the End Frame in this situation. The End Frame is shown here only to keep the scope of this guide relatively simple.

Outside Corner

The upper End Frame is next to be measured and cut-to-size. A double mitre could be required if the vertical End Frames are mitered at 45 degrees (as outlined in the previous step).

Fasten top horizontal extrusion.

Panel Install 04

If one length of the End Frame extrusion is not long enough to span the distance required, it is necessary to use a second piece and butt the two together. Take care in aligning joints so that they are flush, shim as needed.

Fasten baseline extrusion backplates.

The AL13® Panel System is a rain screen system that does not require any strapping.

The bottom row comprises segmented half back plate sections, cut to a length of 3 1/4” and installed every 16”. This ensures that, at any given horizontal cutaway, only 20 % of the material is attached to the wall to an 80 % open cavity. This provides necessary capillary break and fulfills the rainscreen requirements.

Panel Install 05

Back Plate Universal

Segmented 3 1/4” pieces at 16” on centre

Note: if installing on girt, segmenting is not necessary

Note: In some installations, more than a full length of a top cap may be required. In this case, ensure that the seam is supported adequately by a back plate.

16in on centre

Fasten baseline extrusion.

Measure and cut the bottom horizontal top cap. A proper fit will ensure that either end may be tucked into the vertical end frames, leaving a minimum 1/8” gap to allow for proper contraction and expansion of the extrusion.

Engage the top cap into the segmented back plates using an AL13® SLED with a rubber mallet. It is imperative to only make contact where back plates are present so as not to damage or warp the top cap.

Panel Install 06

Flat Cap

Flat SLED

Measure and cut the vertical full back plate. Allow for approximately 2” gap from horizontal upper and lower extrusions to allow for proper top cap installation. Begin by fastening the top of the extrusion first (upper 3”), followed by the bottom (lower 3”), then the intermediate fasteners.

Fasten vertical back plate.

Panel Install 07

Note: allow for approximately a 2in gap from the upper and lower horizontal extrusions

It is important to install the segments ensuring they are completely plumb and straight. A Level or straight edge may be used to assist with alignment.

Measure and cut horizontal back plates in 3 1/4” segments and install them every 16” as per the layout. If you are fastening to a minimum of ½” ply or OSB sheeting, it is not necessary to fasten segments to a stud. It is recommended to pre-drill the holes in the segmented back plate pieces. This will prevent the small pieces from spinning while fastening -which aides in eliminating the possibility of a cut hazzard.

Panel Install 08

F…