B.08.03_AMD 0001 W912DR-20-B-0008 Bldg 2104 & 2111.pdf

PDF 4 MB Posted Jul 29, 2020

Attached to: REPAIR UNACCOMPANIED ENLISTED PERSONNEL HOUSING (UEPH), BUILDINGS 2104 & 2111, FORT BELVOIR, VA
Solicitation number: W912DR20B0008
Issued by: Department of the Army Corps of Engineers Engineering District Baltimore

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Written by GovTribe AI · Dec 28, 2023

This federal solicitation seeks proposals for repair work on two unaccompanied enlisted personnel housing buildings at Fort Belvoir in Virginia. The required scope of work includes repairs to Buildings 2104 and 2111 and comprises renovations such as repairs to roofs, walls, utility systems and other building elements. Proposals are due by August 13, 2020 and the award is expected to be issued by the U.S. Army Corps of Engineers Baltimore District. Pricing will be based on the line item schedule included as an attachment. The solicitation targets small businesses for this set-aside opportunity.

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Other files

File	Type	Posted
C.04.01- Abstract of Bids 13Aug20 UEPH_20B0008.pdf	PDF	Aug 13, 2020
B.08.03_AMD 0002 W912DR-20-B-0008 Bldg 2104 & 2111.pdf	PDF	Aug 5, 2020
B.08.02_W912DR-20-B-0008 UEPH 2104 & 2111.pdf	PDF	Jul 6, 2020

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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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 (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

PROJECT TITLE: REPAIR UNACCOMPANIED ENLISTED PERSONNEL HOUSING (UEPH), BUILDINGS 2104 & 2111, FORT BELVOIR, VA

Amendment 0001 - Responses to Requests for Information (RFIs) and to provide a revised price schedule (See attached).

1. CONTRACT ID CODE PAGE OF PAGES

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 29-Jul-2020

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DR20B0008

X 9B. DATED (SEE ITEM 11)

06-Jul-2020

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer 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:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram 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 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 telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

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

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Jul-2020

CODE

USACE BALTIMORE

2 HOPKINS PLAZA

BALTIMORE MD 21201

W912DR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

The required response date/time has changed from 06-Aug-2020 11:00 AM to 13-Aug-2020 11:00 AM.

W912DR20B0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0001

PRICE SCHEDULE:

1. Revise Price Schedule with attached revised Price Schedule.

SPECIFICATIONS:

1. Project Table of Contents: Add Appendix C: Roof Retrofit

Record Drawings For Information Only after Appendix B.

2. Project Table of Contents: Add Appendix D: McRee Utility Drawings, For Information Only after Appendix C.

3. Section 02 41 00: Delete entire specification Section 02 41

00 DECONSTRUCTION and replace with attached Section 02 41 00

DECONSTRUCTION.

4. Section 09 90 00: Replace paragraph 1.4.1 with the following:

“1.4.1 Contractor Qualification

Submit the name, address, telephone number, FAX number, and e-mail address of the contractor that will be performing all surface preparation and coating application. Submit evidence that key personnel have successfully performed surface preparation and application of coatings on a minimum of three similar projects within the past three years. List information by individual and include the following:

a. Name of individual and proposed position for this work.

b. Information about each previous assignment including:

Position or responsibility

Employer (if other than the Contractor)

Name of facility owner

Mailing address, telephone number, and telex number (if non-US) of facility owner

Name of individual in facility owner's organization who can be contacted as a reference

Location, size and description of structure

Dates work was carried out

Description of work carried out on structure.”

5. Appendix C: Add attached McRee Barracks Roof Retrofit Record

Drawings under new Appendix C “Roof Retrofit Record Drawings, For Information Only.”

6. Appendix D: Add attached McRee Utility Drwings under new Appendix D “McRee Utility Drawings, For Information Only.”

DRAWINGS:

1. Sheet 3 of 263: Add General Note No. 18 to read as follows:

“18. CONTRACTOR SHALL PREPARE COORDINATION DRAWINGS FOR THE

CRAWL SPACE AND MECHANICAL ROOMS PRIOR TO AQUIRING THE

MATERIALS NEEDED FOR THESE SPACES, TO SHOW THE PROPOSED

EQUIPMENT LAYOUT, CLEARANCE REQUIREMENTS BASED ON

MANUFACTURER’S RECOOMONDATIONS, PIPING LAYOUT, ETC. TO ENSURE

PROPOSED EQUIPMENT FITS IN THE AVAILABLE SPACES.”

2. Sheet 14 0f 263: Add Concrete Note No. 14 to read as follows:

“14. CONTRACTOR SHALL FOLLOW ENVIRONMENTAL PROTECTION

AGENCY’S CLEAN WATER ACT MS4 REGULATION FOR CONCRETE WASHOUT

PROCEDURES.”

3. Sheet 133 of 263: Add attached detail B10 shown on SK-1 to this sheet.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 06-Aug-2020 11:00 AM to 13-Aug-2020 11:00 AM.

The following have been modified:

PART I – THE SCHEDULE

SECTION 00010 - SUPPLIES OR SERVICES AND PRICES

PRICE SCHEDULE

ITEM

NO.

DESCRIPTION

ESTIMATED

QUANTITY

UNIT

PRICE

ESTIMATED

AMOUNT

All costs in connection with Renovation of McRee Barracks Buildings 2104, Fort Belvoir, Virginia, complete as shown on drawings and as specified, but exclusive of work covered under Items 0002, 0003, and 0004 below.

JOB

All costs for Building 2104 in connection with furnishing, installing, transporting, placing and construction of 6”x8”x16” Concrete Masonry Unit as shown under GENERAL SHEET NOTES on A-101 and other new work sheets and as specified.

EACH

All costs for Building 2104 in connection with furnishing, installing, transporting, placing and construction of 6”x8”x8” Corner Concrete Masonry Unit as shown under

GENERAL SHEET

NOTES on A-101 and other new work sheets, and as specified.

EACH

PRICE SCHEDULE

ITEM

NO.

DESCRIPTION

ESTIMATED

QUANTITY

UNIT

PRICE

ESTIMATED AMOUNT

Allowance for all costs with water main installation through American Water Enterprises for building 2104 complete as shown on drawings and as specified, which is estimated but not guaranteed to be approximately $55,000

$55,000

All costs in connection with Renovation of McRee Barracks Buildings 2111, Fort Belvoir, Virginia, complete as shown on drawings and as specified, but exclusive of work covered under item 0006 below.

Allowance for all costs with water main installation through American Water Enterprises for building 2111 complete as shown on drawings and as specified, which is estimated but not guaranteed to be approximately $20,000

$20,000

TOTAL BID AMOUNT

VARIATION IN ESTIMATED QUANTITIES. If the quantity of a unit-price item in this contract is an estimated quantity and the actual quantity of the unit-price item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity.

If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgment of the Contracting Officer, is justified.

(FAR 52.211-18 APR 1984)

E B

S 2

, 21 10, DOLCO ALUMINUM CO.

FT. BELVOIR, VA

G S

M S

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DETAILS

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SUBGIRT SUPPORT SS-1

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VERT WEB MEMBER

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TYPICAL RAKE DETAIL

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BA-1(BASE ANGLE) FIELD SHIM AS REQUIRED.

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EXISTING ROOF

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TOP CLIP TC-1

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SUBGIRT SG-1

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RAKE ANGLE RA-1

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VERTICAL WEB MEMBER VWM

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EAVE MEMBER EM-1

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TYP.

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TOP CLIP

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BOTTOM MEMBER BM-1 (TYP.)

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INSPECTION NOT INCLUDED

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REVISIONS:

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CONSTRUCTION RELEASE:

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ORIGIN DATE:

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AutoCAD SHX Text Sheet No.

AutoCAD SHX Text 10/6/98

AutoCAD SHX Text 12/19/97

AutoCAD SHX Text Engineer:

AutoCAD SHX Text Designer:

AutoCAD SHX Text statutory and other reserved rights, including the copyright.

AutoCAD SHX Text RRA shall be deemed the author of these documents and retains all common law, AutoCAD SHX Text for this project are instruments of RRA's for the use soley with respect to this project.

AutoCAD SHX Text These drawings, Specifications, and other documents prepared by ReRoof America, Inc.

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UNDERSIGNEE IS NOT THE

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ENGINEER OF RECORD

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LATERAL STRAP BRACING S-1

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WEB

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3 EA.

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BOTTOM MEMBER BM-1

AutoCAD SHX Text 2 -5/16" PREPUNCHED HOLES IN BM-1. CONTRACTOR TO ADVISE IF DIFFERENT SIZE OR QUANITY OF FASTENERS ARE USED.

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W/ BM-1 ON CONCRETE

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MEMBER SIZES & FRAME HEIGHTS

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SEE HEIGHT CHART FOR VERTICAL

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ADJUSTABLE

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MIN. 127 OVERLAP

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216 NOMINAL

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VERT. WEB MEMBER VWM (TYP.)

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TOP MEMBER

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VERTICAL WEB MEMBER VWM (TYP.)

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%%UTYPICAL TOP CLIP DETAIL

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STANDARD

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%%UOVERLAP DETAIL

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SELF DRILLING FASTENERS.

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TIGHTLY BEFORE INSTALLING

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CLAMP Z'S TOGETHER

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(TYP.)

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HSI U.S. PATENTS 4,620,397

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CURA IS A REGISTERED TRADEMARK OF

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OTHER PATENTS PENDING

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26 MIN., 38 MAX.

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LATERAL STRAP BRACING S-1

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(LATERAL STRAP BRACING NOT SHOWN FOR CLARITY)

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TOP CLIP*

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3 EA.

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13 MIN., 26 MAX.

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76 MIN.

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* SEE HEIGHT CHART FOR INDIVIDUAL MARK. 13 mm = 1/2" 26 mm = 1" 38 mm = 1 1/2" 76 mm = 3"

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TOP MEMBER*

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26 MIN.

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3 EA.

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13 MIN., 26 MAX.

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13 MIN.

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26 MIN.

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VERTICAL WEB MEMBER VWM (TYP.)

AutoCAD SHX Text %%uBRACING SPLICE DETAIL

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LONGITUDINAL STRAP BRACING S-2

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TOP CLIP*

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2 EA.

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TOP MEMBER*

AutoCAD SHX Text 4,534,148

AutoCAD SHX Text 4,602,468

AutoCAD SHX Text 5,142,838

AutoCAD SHX Text 5,303,528

AutoCAD SHX Text 5,005,323

AutoCAD SHX Text 4,835,917

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TYPICAL EAVE DETAIL

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VERT WEB MEMBER

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SUBGIRT SUPPORT SS-2

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TYPICAL RAKE DETAIL

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SUBGIRT SG-1

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RAKE ANGLE RA-1

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TOP CLIP TC-1

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SLOPE

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VALLEY ANGLE DETAIL

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VALLEY ANGLE

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(TYP.)

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SLOPE

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TOP MEMBER TM-1

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CROSS DIRECTIONAL BOTTOM MEMBER CD-1/ W/ CD-1A

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WEB

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BOTTOM MEMBER BM-1

AutoCAD SHX Text 2 -5/16" PREPUNCHED HOLES IN BM-1. CONTRACTOR TO ADVISE IF DIFFERENT SIZE OR QUANITY OF FASTENERS ARE USED.

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WHERE SHOWN ON TOP MEMBER LAYOUT

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S-2 BRACING REQUIRED ONLY IN BAYS

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W/ BM-1 ON CONCRETE

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TYPICAL ADJUST-A-WEB BAY

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*%%UNOTE:%%U

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BOTTOM MEMBER BM-1

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SECTION

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VERTICAL WEB MEMBER DETAIL- ENGLISH

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W/ BM-1 ON CONCRETE

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TYP.

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LONGITUDINAL STRAP BRACING S-2 (AS REQ'D)*

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EXISTING BUILT UP ROOF & INSULATION

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TOP CLIP

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BOTTOM EDGE OF S-2 TO TOUCH BM-1

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VWM(TYP.)

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LATERAL STRAP BRACING S-1 @ (UNO)

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TOP MEMBER

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LATERAL STRAP BRACING S-1

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ADJUSTABLE

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MIN. 5" OVERLAP

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8 1/2" NOMINAL

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MEMBER SIZES & FRAME HEIGHTS

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SEE HEIGHT CHART FOR VERTICAL

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2 EA.

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VERT. WEB MEMBER VWM (TYP.)

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BM-1

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OF ROW

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BOTTOM MEMBER BM-1

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S-3(WOVEN STRAP BRACING)

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OUTRIGGER OR-1

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EXISTING CONCRETE

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VWM E00 OR E10

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BA-1(BASE ANGLE)

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DO NOT SCALE DIMENSIONS FROM DRAWINGS.

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NUMBERS IN REFER TO GENERAL NOTES

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ON SHEET G1.

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SPECIFICALLY CALLED OUT OTHERWISE.

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FASTENER QUANTITY SHALL BE AS SHOWN UNLESS

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MEMBERS ARE C1 U.N.O.

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ALL FASTENERS BETWEEN CURA FRAMING

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DIMENSIONS ARE IN MILLIMETERS WITH

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FEET & INCH EQUIVALENTS IN BRACKETS

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VERTICAL WEB MEMBER DETAIL- METRIC

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2 EA.

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BM-1

AutoCAD SHX Text 5/14/99

AutoCAD SHX Text 102[4"]

E B

S 2

, 21 10, DOLCO ALUMINUM CO.

FT. BELVOIR, VA

G S

M S

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DETAILS

AutoCAD SHX Text R241

AutoCAD SHX Text D2

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INSPECTION NOT INCLUDED

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REVISIONS:

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CONSTRUCTION RELEASE:

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ORIGIN DATE:

AutoCAD SHX Text Job No.

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text 10/6/98

AutoCAD SHX Text 12/19/97

AutoCAD SHX Text Engineer:

AutoCAD SHX Text Designer:

AutoCAD SHX Text statutory and other reserved rights, including the copyright.

AutoCAD SHX Text These drawings, Specifications, and other documents prepared by ReRoof America, Inc.

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UNDERSIGNEE IS NOT THE

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ENGINEER OF RECORD

AutoCAD SHX Text Project Location:

AutoCAD SHX Text Client:

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HSI U.S. PATENTS 4,620,397

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CURA IS A REGISTERED TRADEMARK OF

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OTHER PATENTS PENDING

AutoCAD SHX Text 4,534,148

AutoCAD SHX Text 4,602,468

AutoCAD SHX Text 5,142,838

AutoCAD SHX Text 5,303,528

AutoCAD SHX Text 5,005,323

AutoCAD SHX Text 4,835,917

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BRIDGE SECTION

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TYP.

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BOTTOM MEMBER BM-1 (TYP.)

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3 EA.

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CROSS DIRECTIONAL BOTTOM MEMBER CD-1 OR CD-2

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3 EA.

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PONYWALL @ HIGH EAVE DETAIL

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BR-1

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TYP.

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EM-2

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VERT.WEB MEMBER

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VERT.WEB MEMBER

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ALIGN WITH

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VWM

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IN NEXT ROW.

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BOTTOM MEMBER BM-1 (TYP.)

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BR-2

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BR-2

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OR-2

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BR-1

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SUBGIRT SG-1

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CLIP C-2

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SUBGIRT SG-1

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CD1A/CD2A

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CD-1/CD-2

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BR-1

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BR-1

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VS-1(VERTICAL SUPPORT)

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VERT WEB MEMBER

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RAKE DETAIL @ STAIRWELL

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BA-1(BASE ANGLE) FIELD SHIM AS REQUIRED

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SS-1

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STAIRWELL ROOF LINE

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FEET & INCH EQUIVALENTS IN BRACKETS

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DIMENSIONS ARE IN MILLIMETERS WITH

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NUMBERS IN REFER TO GENERAL NOTES

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ON SHEET G1.

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SPECIFICALLY CALLED OUT OTHERWISE.

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FASTENER QUANTITY SHALL BE AS SHOWN UNLESS

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MEMBERS ARE C1 U.N.O.

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ALL FASTENERS BETWEEN CURA FRAMING

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AutoCAD SHX Text ATTACH ADJUST A WEB SHORT BOTTOM MEMBERS TO UNDERLYING STRUCTURE THROUGH ALIGNED PREPUNCHED HOLES IN BOTTOM MEMBER AND SPREADER PLATE. SEE NOTE D2 . PROVIDE ADDITIONAL ATTACHMENTS AS REQUIRED AT BRACING LOCATION. SEE ATTACHMENT REQUIREMENTS AND NOTES FOR LOADS. (NOTIFY RRA OF HOLE SIZE AND SPACING AT TIME OF APPROVAL OF SHOP DRAWINGS).

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1. LAYOUT CHALKLINES FOR THE CENTER LINES OF THE RIDGES, VALLEYS AND HIPS ON THE EXISTING ROOF AS SHOWN ON THE PRINTS AND VERIFY ALL DIMENSIONS AS THEY RELATE TO THE SQUARENESS OF THE BUILDING (SOMETIMES ADJUSTMENTS WILL HAVE TO BE MADE IF THE BUILDING IS OUT OF SQUARE). [HINT: AT EACH CENTERPOINT, PLACE A PERMANENT, WATERTIGHT SCREW OR PIN TO REESTABLISH CENTERLINES LATER DURING CONSTRUCTION.] 2. PREPARE ROOF AS REQUIRED FOR PLACEMENT OF ADJUST-A-WEB EAVE AND BOTTOM MEMBER ATTACHMENT. IF EXISTING BUILT-UP ROOF IS TO SUPPORT THE ADJUST-A-WEB FRAMING, REMOVE GRAVEL TO PROVIDE A SMOOTH SURFACE FOR BOTTOM MEMBERS AND/OR SPREADER PLATES TO SET. ESTABLISH CHALKLINES AS PER BOTTOM MEMBER LAYOUT DRAWINGS. 3. ATTACH EAVE AND BOTTOM MEMBERS TO THE EXISTING ROOF (REFER TO RRA's GENERAL NOTES, LAYOUT & DETAIL DRAWINGS FOR ADJUST-A-WEB LAYOUT). FRAMING TO ROOF CONNECTIONS ARE DESIGNED BY OTHERS, RRA DOES NOT PROVIDE THESE FASTENERS 4. ESTABLISH AND SET THE RIDGE ROW AT THE SAME TIME AS YOU START THE EAVE. 5. BUILD RIDGE ROWS BY FASTENING THE RIDGE ROW VERTICAL WEB MEMBERS TO ITS BOTTOM MEMBER.. ESTABLISH HEIGHT REQUIRED AT THE RIDGE ROW, AND POSITION TOP CLIP AND TOP MEMBER (PURLIN) OF THE ADJUST-A-WEB FRAME TO THIS HEIGHT. TEMPORARY BRACE AS REQUIRED. CAUTION: DO NOT CUT ANY ADJUST-A-WEB FRAMING FOR TEMPORARY BRACING. (BE SURE TO SET THE RIDGE ROW BACK THE PROPER DISTANCE FROM THE RIDGE CENTERLINE). 6. ESTABLISH AND ASSEMBLE ANY REQUIRED PONYWALLS OR HIGH EAVE WALLS. TEMPORARY BRACE AS REQUIRED. 7. ATTACH EACH INTERMEDIATE ROWS' VERTICAL WEB MEMBERS TO ITS BOTTOM MEMBER ON ROWS BETWEEN EAVE AND RIDGE. 8. FASTEN A STRINGLINE (WIRE & TURNBUCKLE ON WIDER ROOFS) TIGHTLY BETWEEN EAVE AND RIDGE ROW HIGH POINT AT 10' INTERVALS ALONG THE ROOF TO USE AS ELEVATION LINES TO SET ADJUST-A-WEB FRAMES). IF THE STRINGLINE SAGS USE A TRANSIT TO SET TOP CLIPS OR BUILD A SURVEY ROW EVERY 6 ROWS TO ATTACH ELEVATIONS LINES. (SEE HEIGHT CHART). 9. START AT RIDGE AND BUILD TOWARD EAVE, ALIGNING AND FASTENING EACH INTERMEDIATE ROW OF ADJUST-A-WEB FRAME TOP CLIPS AND TOP MEMBERS AT THE APPROPRIATE HEIGHT. 10. INSTALL LONGITUDINAL STRAP BRACING (S-2) AS PER DRAWING DETAILS. ONE SET IS REQUIRED ON EVERY UNBROKEN ROW (MORE SETS ON BROKEN ROWS). 11. INSTALL LATERAL STRAP BRACING (S-1) AS REQUIRED FROM RRA TOP MEMBER LAYOUT DRAWINGS AND FASTEN AT EAVE ,HIPS AND/OR VALLEYS. VERIFY THAT THE ADJUST-A-WEB FRAMES ARE VERTICAL IN BOTH DIRECTIONS AND FASTEN LATERAL STRAP BRACE TO EACH ADJUST-A-WEB TOP MEMBER 12. WHEN TO INSTALL HIPS OR VALLEYS IS A FIELD DECISION, BUT IT IS RECOMMENDED TO START AT ONE END OF A ROOF SECTION AND WORK THROUGH THE HIP OR VALLEY TO THE OTHER END. (STARTING AT BOTH ENDS AND WORKING TO THE HIP OR VALLEY INCREASES THE POSSIBILITY OF HEIGHT VARIANCE AT THE HIP OR VALLEY.) 13. REPEAT THE ABOVE SEQUENCE ON EACH NEW ROOF SECTION. 14. BUILD GABLE WALLS AND FASCIA/SOFFIT SUPPORTS, AND FRAME / SUPPORTS FOR ROOF PENETRATIONS AND EQUIPMENT AS REQUIRED. 15. CAREFULLY INSPECT ALL ADJUST-A-WEB FRAMING TO INSURE THAT IT MEETS GOOD CONSTRUCTION PRACTICES AND THE SPECIFICATION REQUIRED BY RRA's DRAWINGS AND THE NEW ROOF PANELS. 16. INSTALL NEW ROOF PANELS ACCORDING TO INSTRUCTIONS BY OTHERS.

AutoCAD SHX Text ROW HEIGHTS SHOULD BE CHECKED BY THE CUSTOMER (SEE HEIGHT CHART). DIMENSIONS SHOWN ON PLAN VIEWS ARE HORIZONTAL DIMENSIONS.

AutoCAD SHX Text ROOF PANELS, FLASHINGS, SUPPORT FOR EXISTING EQUIPMENT, STUD WALLS, ETC. AND THEIR ATTACHMENTS TO BE SUPPLIED BY OTHERS.

AutoCAD SHX Text THE NEED FOR TEMPORARY BRACING DURING ERECTION IS TO BE DETERMINED BY OTHERS. ANY REQUIRED TEMPORARY BRACING SHALL BE PROVIDED BY OTHERS.

AutoCAD SHX Text IF ANY DOUBT EXISTS AS TO THE PROPER MEANS OF ERECTION OR USING THE DESIGNS OR CALCULATIONS, CONTACT RRA FOR CLARIFICATION. CUSTOMER SHOULD MAKE CERTAIN THAT THE DESIGNS OR CALCULATIONS ARE SUITABLE FOR THE CUSTOMERS END USES.

AutoCAD SHX Text COORDINATION OF THE CURA FRAMING SYSTEM WITH ALL RELATED WORK IS THE RESPONSIBILITY OF OTHERS. THIS INCLUDES, BUT IS NOT LIMITED TO ROOF AND WALL PANELS, VENTS, LOUVERS, CURBS, AND EQUIPMENT SUPPORTS. ONLY THOSE ITEMS SPECIFICALLY DEPICTED AND CALLED OUT AS SUCH ON THESE DRAWINGS OR IN THE CONTRACT WILL BE PROVIDED BY RRA. ALL OTHER MATERIALS ARE BY OTHERS.

AutoCAD SHX Text THESE DRAWINGS SHOW THE LAYOUT AND DETAIL OF THE CURA FRAMES. MEANS, METHODS AND TECHNIQUES, SEQUENCES OR PROCEDURES, SAFETY PRECAUTIONS AND TEMPORARY WATERTIGHTNESS DURING ERECTION ARE SOLELY THE RESPONSIBILITIES OF OTHERS.

AutoCAD SHX Text CONNECTIONS OF THE ROOF PANEL TO THE CURA SYSTEM AND OF THE CURA SYSTEM TO THE EXISTING STRUCTURE SHALL BE DESIGNED AND PROVIDED BY OTHERS. SEE ATTACHMENT REQUIREMENTS FOR MAGNITUDE OF LOADS TRANSMITTED TO THE EXISTING STRUCTURE. ATTACHMENT AT POINT OF PANEL FIXITY SHALL BE AS RECOMMENDED BY THE PANEL MANUFACTURER. THE FRAMING IS DESIGNED FOR METAL ROOF PANEL WITH AN APPROXIMATE WEIGHT OF 1 1/2 PSF. THE ROOF SYSTEM WILL NOT PROVIDE LATERAL STABILITY FOT THE SUBSTRUCTURE / EXISTING BUILDING.

AutoCAD SHX Text RRA AND THEIR CONSULTANTS HAVE NOT INVESTIGATED THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND THE LOADS TRANSMITTED AND IMPOSED BY THE NEW ROOF AND THE CURA FRAMING SYSTEM. THIS MUST BE DONE BY OTHERS.

AutoCAD SHX Text ATTACH END OF STRAP BRACE "S-1", "S-2" AND BOTTOM MEMBERS, SPREADER PLATES OR EAVE MEMBERS TO WHICH STRAP BRACING ATTACHES TO EXISTING STRUCTURE TO RESIST 428 LBS. IN SHEAR AND PULLOUT AT THE POINT OF ATTACHMENT.

AutoCAD SHX Text ATTACH CROSS DIRECTIONAL OR CONTINUOUS BOTTOM MEMBERS (IF USED) TO EACH EXISTING STRUCTURAL MEMBER THEY INTERSECT (SEE ATTACHMENT REQUIREMENTS TABLE). RUN END OF CROSS DIRECTIONAL OR CONTINUOUS BOTTOM MEMBERS AT LEAST 6" PAST THE LAST EXISTING STRUCTURAL MEMBER THEY CROSS OVER.

AutoCAD SHX Text D8.

AutoCAD SHX Text D7.

AutoCAD SHX Text

D. RESPONSIBILITIES OF OTHERS

AutoCAD SHX Text D1.

AutoCAD SHX Text D3.

AutoCAD SHX Text D6.

AutoCAD SHX Text D5.

AutoCAD SHX Text D4.

AutoCAD SHX Text D2.

AutoCAD SHX Text C8.

AutoCAD SHX Text C7.

AutoCAD SHX Text RUN LATERAL STRAP ACROSS HIP ANGLE WHERE SHOWN AND ATTACH TO ADJACENT TOP MEMBER WITH TWO TYPE 2 FASTENERS.

AutoCAD SHX Text SELF-DRILLERS FOR FIELD ATTACHMENTS BETWEEN THOSE COMPONENTS OF THE FRAMING SYSTEM PROVIDED WITH PREPUNCHED HOLES SHALL BE PROPERLY APPLIED TYPE 1 FASTENERS. MINIMUM DISTANCE BETWEEN SELF DRILLER AND THE EDGES OF ANY MATERIAL IT PASSES THROUGH IS 1/2". INSTALL THROUGH PREPUNCHED HOLES.

AutoCAD SHX Text DO NOT ERECT FRAMING OUTSIDE DESIGN MAXIMUM AND MINIMUM HEIGHT RANGES. SEE NOTE B4.

AutoCAD SHX Text

TOP FLANGE OF TOP MEMBERS OF CURA FRAMES SHALL FACE DOWN SLOPE.

AutoCAD SHX Text HEIGHT OF CURA FRAMING ARE SHOWN FOR EACH ROW. HEIGHT OF CURA FRAME IS DEFINED AS THE TOTAL HEIGHT FROM THE BOTTOM OF THE BOTTOM MEMBER TO THE TOP OF THE TOP MEMBER.

AutoCAD SHX Text RUN CONTINUOUS LATERAL STRAP BRACING FROM EAVE TO EAVE, WHERE SHOWN. ATTACH STRAP BRACING TO EACH TOP MEMBER WITH ONE TYPE 2 FASTENER.

AutoCAD SHX Text ATTACH HIP OR VALLEY ANGLE AND RAKE ANGLE TO EACH TOP MEMBER IT INTERSECTS WITH ONE TYPE 2 FASTENER.

AutoCAD SHX Text INSTALL ALL SELF-DRILLERS FROM THIN MATERIAL SIDE (DRILL THROUGH THIN MATERIAL INTO THICK MATERIAL) UNLESS SPECIFICALLY SHOWN OTHERWISE. FASTENER TO BE 1" MINIMUM FROM ANY OTHER FASTENER AND 1/2" MINIMUM FROM THE EDGE OF ANY MATERIAL IT PASSES THROUGH. CLAMP MATERIAL TIGHTLY TOGETHER BEFORE INSTALLING FASTENER.

AutoCAD SHX Text THE CORNER OF THE TOP MEMBER BETWEEN THE TOP FLANGE AND THE WEB OF THE TOP MEMBER IS THE REFERENCE POINT FOR THE ROW SPACING DIMENSIONS SHOWN IN LAYOUT SHEETS.

AutoCAD SHX Text BOTTOM MEMBERS ARE SIZED ASSUMING MAXIMUM ALLOWABLE COMPRESSION ON EXISTING ROOF AS SHOWN IN THE ROOF SPECIFICATIONS.

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ALL ROOF SLOPE ARROWS POINT DOWN SLOPE UNLESS NOTED OTHERWISE.

AutoCAD SHX Text THESE DRAWINGS ARE TO BE USED FOR THE ERECTION OF CURA FRAMING SYSTEMS AS PROVIDED BY RRA FOR THE SPECIFIC PROJECT SHOWN. DRAWINGS DEPICT CONFIGURATIONS ON WHICH RRA HOLDS SEVERAL PATENTS. USE OF THESE DRAWINGS BY OTHERS WITHOUT THE EXPRESS WRITTEN CONSENT OF RRA WILL CONSTITUTE A VIOLATION OF ONE OR MORE OF THESE PATENTS

AutoCAD SHX Text THE DESIGN AND LAYOUT OF THE FRAMING SYSTEM ARE BASED ON THE DIMENSIONS, SLOPES, LOADINGS, ETC. GIVEN TO REROOF AMERICA, INC. (RRA) BY THE CLIENT COMPANY AND ARE PREPARED IN ACCORDANCE WITH THE CONTRACT AND RRA'S GENERAL TERMS AND CONDITIONS OF THE CONTRACT. THE CONTRACTOR MUST VERIFY THE ACCURACY OF ALL FIELD INFORMATION TO MAKE CERTAIN THESE DRAWINGS ARE APPLICABLE TO THE BUILDING UNDER CONSIDERATION. IF FIELD INFORMATION DIFFERS FROM THAT SHOWN, CONTACT RRA TO DETERMINE IF THE CURA FRAME DESIGN MUST BE CHANGED TO MEET ACTUAL CONDITIONS. IF ANY DOUBT EXISTS AS TO THE PROPER MEANS OF ERECTION OR USE OF THESE DESIGNS OR CALCULATIONS, CONTACT RRA FOR CLARIFICATION.

AutoCAD SHX Text

C. FRAMING CONNECTIONS

AutoCAD SHX Text C6.

AutoCAD SHX Text C5.

AutoCAD SHX Text C4.

AutoCAD SHX Text C3.

AutoCAD SHX Text C2.

AutoCAD SHX Text C1.

AutoCAD SHX Text B8.

AutoCAD SHX Text B7.

AutoCAD SHX Text B6.

AutoCAD SHX Text B5.

AutoCAD SHX Text B4.

AutoCAD SHX Text B2

AutoCAD SHX Text B3.

AutoCAD SHX Text B1.

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ALL CURA FRAMES SHALL BE ERECTED PLUMB AND VERTICAL.

AutoCAD SHX Text NO PROVISION HAS BEEN MADE FOR EXPANSION JOINTS THAT MAY OCCUR IN THE EXISTING STRUCTURE.

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B. ERECTION PARAMETERS

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GENERAL NOTES

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A. ADMINISTRATIVE

AutoCAD SHX Text A2.

AutoCAD SHX Text A1.

AutoCAD SHX Text THESE DRAWINGS ARE REROOF AMERICA, INC. (RRA) SUGGESTIONS TO THE INSTALLER. AS RRA CANNOT ANTICIPATE ALL PROJECT CONDITIONS, THE INSTALLER SHALL MODIFY THE FOLLOWING ERECTION PROCEDURES TO CONFORM WITH THE UNIQUE REQUIREMENTS OF THIS PROJECT. IN DOING SO THE INSTALLER SHALL ENSURE THAT THE STRUCTURAL AND FUNCTIONAL INTEGRITY OF THE ADJUSTABLE FRAMING SYSTEM IS NOT ADVERSELY AFFECTED. IN CASE OF QUESTIONS PLEASE CONTACT THE ENGINEERING DEPARTMENT OF REROOF AMERICA AT 800-280-2872. PREPARATION FOR THE INSTALLATION OF THE CURA ADJUST-A-WEB FRAMING SYSTEM PLEASE CONSIDER THE FOLLOWING: 1. REVIEW THE ENCLOSED RRA DRAWINGS AND DOCUMENTATION AND THE PANEL DRAWINGS (PROVIDED BY OTHERS) AND COMPARE WITH THE ACTUAL PROJECT BUILDING FOR ANY DISCREPANCIES. 2. REVIEW THE EXISTING STRUCTURE AND ANY DECK ON WHICH WORK WILL BE PERFORMED TO INSURE STRUCTURAL ADEQUACY AND THAT THE EXISTING STRUCTURE WILL ACCEPT THE NEW CURA ADJUST-A-WEB FRAMING SYSTEM AS OUTLINED IN THESE DRAWINGS. 3. ENSURE THAT THE CONNECTIONS ATTACHING THE NEW CURA ADJUST-A-WEB FRAMING SYSTEM TO THE EXISTING SYSTEM HAVE BEEN DESIGNED AND IS AVAILABLE ON THE JOBSITE AND IS FOLLOWED. (RRA IS NOT RESPONSIBLE FOR THE EXISTING ROOF TO CURA FRAME CONNECTION DESIGN OR FASTENERS). 4. INSPECT ALL MATERIAL UPON RECEIPT FOR CONTENT AND DAMAGE. (REFER TO RRA's SHIPPABLE PARTS LIST). 5. PREPARE THE EXISTING ROOF AS REQUIRED. REMOVAL OF STONES, SKYLIGHTS, ETC. AND TEMPORARY WATERPROOF AS RRA IS NOT RESPONSIBLE FOR WATERTIGHTNESS.

AutoCAD SHX Text

PROCEDURE

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ERECTION NOTES

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PREPARATION

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GENERAL CONDITIONS AND NOTES

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EXISTING ROOF CONDITIONS

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DETAILS AND SECTIONS

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BOTTOM & TOP MEMBER LAYOUTS

AutoCAD SHX Text D2

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SHEET LEGEND

AutoCAD SHX Text L1

AutoCAD SHX Text G1

AutoCAD SHX Text G2

AutoCAD SHX Text Designer:

AutoCAD SHX Text O/C

AutoCAD SHX Text B.U.R.

AutoCAD SHX Text U.N.O.

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XX-1

AutoCAD SHX Text V.I.F.

AutoCAD SHX Text N.I.C.

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(TYP.)

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LEGEND

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AutoCAD SHX Text D1

AutoCAD SHX Text +10"

AutoCAD SHX Text 3:12

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ROOF SLOPE (DN)

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INDICATES PRODUCT MARKING

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VERIFY INFORMATION IN FIELD

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BUILT UP ROOF

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ON CENTERS

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TYPICAL (THIS DETAIL ONLY)

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UNLESS NOTED OTHERWISE

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NOT IN CONTRACT

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WITH RRA

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NOTE NUMBER (SEE SHEET G1)

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SECTION MARK

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ROW DESIGNATION

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ADJUST-A-WEB FRAMING

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EXISTING ROOF ELEVATION

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MAXIMUM ALLOWABLE COMPRESSION

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LOAD ON EXISTING ROOF:

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EXISTING ROOF:

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NEW ROOF:

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MAXIMUM ALLOWABLE SPACING

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VERTICAL WEB MEMBER:

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PANEL ATTACHMENT:

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DESIGN CRITERIA

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WIND:

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HIGH WIND AREAS:

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MAIN FIELD:

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PANEL TYPE:

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POINT OF FIXITY:

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DEAD:

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PITCH:

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PANELS

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PURLINS

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CODES:

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LOADS

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UBC

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LIVE:

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20 PSF

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IN ACCORDANCE WITH ASCE 7-95

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40 PSI

AutoCAD SHX Text 4:12

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FLAT

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EAVE

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FLOATING

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text

FABRAL SSR 16"

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3 PSF

AutoCAD SHX Text 4,835,917

AutoCAD SHX Text 5,142,838

AutoCAD SHX Text 5,303,528

AutoCAD SHX Text 5,005,323

AutoCAD SHX Text R

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OTHER PATENTS PENDING

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CURA IS A REGISTERED TRADEMARK OF

AutoCAD SHX Text

HSI U.S. PATENTS 4,620,397

AutoCAD SHX Text 4,534,148

AutoCAD SHX Text 4,602,468

AutoCAD SHX Text Client:

AutoCAD SHX Text Project Location:

AutoCAD SHX Text

ENGINEER OF RECORD

AutoCAD SHX Text

UNDERSIGNEE IS NOT THE

AutoCAD SHX Text These drawings, Specifications, and other documents prepared by ReRoof America, Inc.

AutoCAD SHX Text for this project are instruments of RRA's for the use soley with respect to this project.

AutoCAD SHX Text RRA shall be deemed the author of these documents and retains all common law, AutoCAD SHX Text statutory and other reserved rights, including the copyright.

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text Engineer:

AutoCAD SHX Text

ORIGIN DATE:

AutoCAD SHX Text

CONSTRUCTION RELEASE:

AutoCAD SHX Text Designer:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

INSPECTION NOT INCLUDED

AutoCAD SHX Text 12/19/97

AutoCAD SHX Text 10/6/98

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text R241

AutoCAD SHX Text G1

AutoCAD SHX Text

DETAILS AND SECTIONS

AutoCAD SHX Text D1

AutoCAD SHX Text

TC-1

AutoCAD SHX Text

BM-1

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EM-1

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EM-2

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ATTACHMENT REQUIREMENTS

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CONNECTIONS TO EXISTING STRUCTURE SHALL BE DESIGNED TO PROVIDE

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THE FOLLOWING REACTIONS.

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MULTIPLY THESE REACTIONS WITH AN APPROPRIATE SAFETY FACTOR TO

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OBTAIN ULTIIMATE PULLOUT AND SHEAR VALUES.

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NO.

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DESCRIPTION

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BEARING

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PULLOUT

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SHEAR

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MAXIMUM

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LOAD

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LOAD

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LOAD

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FASTENER

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IN LBS.

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IN LBS.

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IN LBS.

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SPACING

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BM-1

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BOTTOM MEMBER

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AutoCAD SHX Text N/A

AutoCAD SHX Text

CD-1

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CROSS DIRECTIONAL BOTTOM MEMBER

AutoCAD SHX Text

AT PARAPET END

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CD-2

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CROSS DIRECTIONAL BOTTOM MEMBER

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AT PARAPET END

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* REACTION PER VERTICAL WEB MEMBER

AutoCAD SHX Text

**REACTION PER ATTACHMENT

AutoCAD SHX Text 10/27/98

AutoCAD SHX Text NOTE 1: ROWS R03, R04, & R05 ARE 2" LONGER THAN THE NORMAL SLOPE SEQUENCE WOULD INDICATE BECAUSE THE EXISTING ROOF SLOPES DOWN TO EXISTING ROOF DRAINS IN THE VICINITY OF THESE ROWS, THUS REQUIRING LONGER VWMS.

AutoCAD SHX Text

BILL OF MATERIAL-R241

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ALL MATERIAL TO BE PAINTED RED OXIDE (U.N.0)

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MARK

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ITEM

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REF.

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DESCRIPTION (SIZE)

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MAT'L

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QTY

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LENGTH

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MFG

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FASTENERS

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TYPE 1

AutoCAD SHX Text 1/4 - 14 x 1" Lg HEXHEAD

AutoCAD SHX Text

TYPE 2

AutoCAD SHX Text #12-14x 1" PANCAKE

AutoCAD SHX Text

TC-1

AutoCAD SHX Text

TOP CLIP

AutoCAD SHX Text 1/D1

AutoCAD SHX Text SPECIAL BENT - 16 Ga.

AutoCAD SHX Text

36KSI

AutoCAD SHX Text

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text

BM-1

AutoCAD SHX Text

BOTTOM MEMBER

AutoCAD SHX Text 1/D1

AutoCAD SHX Text ANGLE 2" x 2" x 1/8"

AutoCAD SHX Text

36KSI

AutoCAD SHX Text

AutoCAD SHX Text 0'-8"

AutoCAD SHX Text

AutoCAD SHX Text S-1

AutoCAD SHX Text

LATERAL STRAP BRACE

AutoCAD SHX Text 1/D1

AutoCAD SHX Text STRAP 3" - 24 Ga.

AutoCAD SHX Text

50KSI

AutoCAD SHX Text

AutoCAD SHX Text 1500'

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

LONGITUDINAL STRAP BRACE

AutoCAD SHX Text 1/D1

AutoCAD SHX Text STRAP 2" - 24 Ga.

AutoCAD SHX Text

50KSI

AutoCAD SHX Text

AutoCAD SHX Text 1300'

AutoCAD SHX Text

AutoCAD SHX Text S-3

AutoCAD SHX Text

WOVEN STRAP BRACE

AutoCAD SHX Text 7/D1

AutoCAD SHX Text STRAP 2" - 24 Ga.

AutoCAD SHX Text

50KSI

AutoCAD SHX Text

AutoCAD SHX Text 210'

AutoCAD SHX Text

EM-1

AutoCAD SHX Text

EAVE MEMBER

AutoCAD SHX Text 5/D1

AutoCAD SHX Text EAVE STRUT - 16 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 8'-6"

AutoCAD SHX Text

EM-2

AutoCAD SHX Text

EAVE MEMBER

AutoCAD SHX Text 2/D2

AutoCAD SHX Text EAVE STRUT - 16 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 13'-0"

AutoCAD SHX Text

TM-1

AutoCAD SHX Text

TOP MEMBER

AutoCAD SHX Text 1/D1

AutoCAD SHX Text ZEE 4" x 2 1/2" - 16 Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text

CD-1

AutoCAD SHX Text

CROSS DIRECTIONAL BOTTOM MEMBER

AutoCAD SHX Text 1/D2

AutoCAD SHX Text CEE 10" x 2" - 14 Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 18'-0"

AutoCAD SHX Text

CD-2

AutoCAD SHX Text

CROSS DIRECTIONAL BOTTOM MEMBER

AutoCAD SHX Text 1/D2

AutoCAD SHX Text CEE 12" x 4" - 12 Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text

CD-1A

AutoCAD SHX Text

CROSS DIRECTIONAL BOTTOM MEMBER

AutoCAD SHX Text 1/D2

AutoCAD SHX Text TRACK 10 3/16" x 3" - 14GA.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 0'-6"

AutoCAD SHX Text

CD-2A

AutoCAD SHX Text

CROSS DIRECTIONAL BOTTOM MEMBER

AutoCAD SHX Text 1/D2

AutoCAD SHX Text TRACK 12 3/16" x 3" - 14GA.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text

OR-1

AutoCAD SHX Text

OUTRIGGER

AutoCAD SHX Text 1/D2

AutoCAD SHX Text CEE 4" x 2" - 16 Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text

OR-2

AutoCAD SHX Text

OUTRIGGER

AutoCAD SHX Text 2/D2

AutoCAD SHX Text CEE 4" x 2" - 16 Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text

OR-3

AutoCAD SHX Text

OUTRIGGER

AutoCAD SHX Text 2/D2

AutoCAD SHX Text ANGLE 2" x 2" - 14 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

AutoCAD SHX Text C-1

AutoCAD SHX Text

CLIP

AutoCAD SHX Text 2/D2

AutoCAD SHX Text ANGLE 4" x 2" - 14 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 0'-2"

AutoCAD SHX Text

AutoCAD SHX Text C-2

AutoCAD SHX Text

CLIP

AutoCAD SHX Text 2/D2

AutoCAD SHX Text ANGLE 4" x 2" - 14 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 0'-6"

AutoCAD SHX Text

RA-1

AutoCAD SHX Text

RAKE ANGLE

AutoCAD SHX Text 6/D1

AutoCAD SHX Text ANGLE 2" x 2" - 14 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 25'-0"

AutoCAD SHX Text

BA-1

AutoCAD SHX Text

BASE ANGLE

AutoCAD SHX Text 6/D1

AutoCAD SHX Text ANGLE 2" x 2" - 14 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 24'-0"

AutoCAD SHX Text

SG-1

AutoCAD SHX Text

SUBGIRT

AutoCAD SHX Text 6/D1

AutoCAD SHX Text CEE 4" x 2" - 16 Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text

SS-1

AutoCAD SHX Text

SUBGIRT SUPPORT

AutoCAD SHX Text 6/D1

AutoCAD SHX Text ANGLE 2" x 2" - 14 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

VA-1

AutoCAD SHX Text

VALLEY ANGLE

AutoCAD SHX Text 8/D1

AutoCAD SHX Text ANGLE 6" x 6" -14 GA.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text

BR-1

AutoCAD SHX Text

BRACE

AutoCAD SHX Text 2/D2

AutoCAD SHX Text ANGLE 2" x 2" - 14 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text

BR-2

AutoCAD SHX Text

BRACE

AutoCAD SHX Text 2/D2

AutoCAD SHX Text ANGLE 2" x 2" - 14 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text

VS-1

AutoCAD SHX Text

VERTICAL SUPPORT

AutoCAD SHX Text 2/D2

AutoCAD SHX Text CEE 4" x 2" - 16 Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text

EXTRA ANGLE STOCK

AutoCAD SHX Text ANGLE 2" x 2" - 14 Ga.

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text

EXTRA ZEE STOCK

AutoCAD SHX Text ZEE 4" x 2 1/2" - 16 Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text

EXTRA CEE STOCK

AutoCAD SHX Text CEE 4" x 2" - 16 Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 30'-0"

AutoCAD SHX Text

VWM

AutoCAD SHX Text

VERTICAL WEB MEMBERS

AutoCAD SHX Text

SEE HT CHART

AutoCAD SHX Text

* SPECIAL FABRICATION

AutoCAD SHX Text

** FACTORY CUT TO LENGTH

AutoCAD SHX Text NOTE : QUANTITIES SHOWN ARE FOR ONE MODULE. BUILDINGS CONSIST OF MULTIPLE MODULES. THESE PLANS ARE INTENDED FOR USE WITH BUILDINGS 2109, 2110, & 2111. THESE BUILDINGS HAVE THE FOLLOWING NUMBER OF MODULES: #2109 - 2 MODULES #2110 - 4 MODULES #2111 - 3 MODULES

AutoCAD SHX Text 5/14/99

AutoCAD SHX Text

HEIGHT CHART

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ATTACHMENTS

AutoCAD SHX Text

VERT.WEB MEMBER

AutoCAD SHX Text

MAT'L

AutoCAD SHX Text

QTY

AutoCAD SHX Text

VWM

AutoCAD SHX Text

ROW HT

AutoCAD SHX Text

ROW HT

AutoCAD SHX Text

MARK

AutoCAD SHX Text

TOP

AutoCAD SHX Text

BTM

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

LENGTH

AutoCAD SHX Text

(INCHES)

AutoCAD SHX Text

(MM)

AutoCAD SHX Text E00

AutoCAD SHX Text

EM-1

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 1'-2 1/2"

AutoCAD SHX Text 15.0

AutoCAD SHX Text

AutoCAD SHX Text R01

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text 30.0

AutoCAD SHX Text

AutoCAD SHX Text R02

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 3'-1"

AutoCAD SHX Text 44.8

AutoCAD SHX Text

AutoCAD SHX Text R03

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 4'-5 3/4"

AutoCAD SHX Text 61.7

AutoCAD SHX Text

AutoCAD SHX Text R04

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 5'-8 1/2"

AutoCAD SHX Text 76.5

AutoCAD SHX Text

AutoCAD SHX Text R05

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 6'-11 1/2"

AutoCAD SHX Text 91.3

AutoCAD SHX Text

AutoCAD SHX Text R06

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 8'-0 1/4"

AutoCAD SHX Text 104.2

AutoCAD SHX Text

AutoCAD SHX Text R07

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 9'-3"

AutoCAD SHX Text 119.0

AutoCAD SHX Text

AutoCAD SHX Text R07.1

AutoCAD SHX Text

EM-2

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 9'-11 1/2"

AutoCAD SHX Text 131.7

AutoCAD SHX Text

AutoCAD SHX Text R08

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 10'-6"

AutoCAD SHX Text 133.8

AutoCAD SHX Text

AutoCAD SHX Text R08A

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

CD-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 9'-6"

AutoCAD SHX Text 122.8

AutoCAD SHX Text

AutoCAD SHX Text R09

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 11'-8 3/4"

AutoCAD SHX Text 148.7

AutoCAD SHX Text

AutoCAD SHX Text R09A

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

CD-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 10'-8 3/4"

AutoCAD SHX Text 137.7

AutoCAD SHX Text

RIDGE

AutoCAD SHX Text 151.3

AutoCAD SHX Text

AutoCAD SHX Text E10

AutoCAD SHX Text

EM-1

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 1'-2 1/2"

AutoCAD SHX Text 15.0

AutoCAD SHX Text

AutoCAD SHX Text R11

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 28.5

AutoCAD SHX Text

AutoCAD SHX Text R12

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 2'-10 1/2"

AutoCAD SHX Text 41.5

AutoCAD SHX Text

AutoCAD SHX Text R13

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 54.5

AutoCAD SHX Text

AutoCAD SHX Text R13A

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

CD-2

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 42.5

AutoCAD SHX Text

AutoCAD SHX Text R14

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 5'-1 1/2"

AutoCAD SHX Text 67.5

AutoCAD SHX Text

AutoCAD SHX Text R14A

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

CD-2

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 4'-1 1/2"

AutoCAD SHX Text 55.5

AutoCAD SHX Text

AutoCAD SHX Text R15

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 6'-3"

AutoCAD SHX Text 80.5

AutoCAD SHX Text

AutoCAD SHX Text R15A

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

CD-2

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 5'-3"

AutoCAD SHX Text 68.5

AutoCAD SHX Text

AutoCAD SHX Text R16

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

BM-1

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 7'-4 1/2"

AutoCAD SHX Text 93.5

AutoCAD SHX Text

AutoCAD SHX Text R16A

AutoCAD SHX Text

TC-1*

AutoCAD SHX Text

CD-2

AutoCAD SHX Text CEE 4" x 2" -16Ga. LGSI

AutoCAD SHX Text

57KSI

AutoCAD SHX Text

AutoCAD SHX Text 6'-4 1/2"

AutoCAD SHX Text 81.5

AutoCAD SHX Text

RIDGE

AutoCAD SHX Text 96.2

AutoCAD SHX Text

* THIS ROW HAS +/- 3" OF ADJUSTABILITY.

AutoCAD SHX Text

** THIS ROW HAS +/- 2" OF ADJUSTABILITY.

AutoCAD SHX Text

SEE NOTE 1

AutoCAD SHX Text

SEE NOTE 1

G S

M S

E B

S 2

,21 10, DOLCO ALUMINUM CO.

FT. BELVOIR, VA

AutoCAD SHX Text 4,835,917

AutoCAD SHX Text 5,142,838

AutoCAD SHX Text 5,303,528

AutoCAD SHX Text 5,005,323

AutoCAD SHX Text

OTHER PATENTS PENDING

AutoCAD SHX Text

CURA IS A REGISTERED TRADEMARK OF

AutoCAD SHX Text

HSI U.S. PATENTS 4,620,397

AutoCAD SHX Text 4,534,148

AutoCAD SHX Text 4,602,468

AutoCAD SHX Text Client:

AutoCAD SHX Text Project Location:

AutoCAD SHX Text

ENGINEER OF RECORD

AutoCAD SHX Text

UNDERSIGNEE IS NOT THE

AutoCAD SHX Text These drawings, Specifications, and other documents prepared by ReRoof America, Inc.

AutoCAD SHX Text for this project are instruments of RRA's for the use soley with respect to this project.

AutoCAD SHX Text RRA shall be deemed the author of these documents and retains all common law, AutoCAD SHX Text statutory and other reserved rights, including the copyright.

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text Engineer:

AutoCAD SHX Text

ORIGIN DATE:

AutoCAD SHX Text

CONSTRUCTION RELEASE:

AutoCAD SHX Text Designer:

AutoCAD SHX Text Job No.

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

INSPECTION NOT INCLUDED

AutoCAD SHX Text PLEASE VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS AND SLOPES IN FIELD AT TIME OF APPROVAL. DIMENSIONS, DIFFERENTIAL ELEVATIONS OR SLOPE CHANGES AFTER APPROVAL WILL RESULT IN A CHANGE ORDER.

AutoCAD SHX Text 12/19/97

AutoCAD SHX Text 10/6/98

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text R241

AutoCAD SHX Text G2

AutoCAD SHX Text

AutoCAD SHX Text G1

AutoCAD SHX Text

TYPICAL PARAPET SECTION

AutoCAD SHX Text

EXISTING ROOF LAYOUT

AutoCAD SHX Text

EXISTING…

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File details come from the government source that posted it. Updated Jul 29, 2020.