TAB_10_-_Solicitation_Amendment_-_47PE0217Q0007_Amendment_0001_-_04_October_2017.pdf

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:

(a) By completing items 8 and 15, and returning 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 your 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.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

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

CHECK ONE 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

9/22/2017

Takisha Heyward

EQ4PPG-17-00140001

Georgia Branch AMD 77 Forsyth Street SW Atlanta, GA 30303-3490

47PE0217Q0007

4PQG

10/4/2017

See Attached

10/04/2017

TAKISH

HEYWARD

Digitally signed by TAKISH HEYWARD DN: c=US, o=U.S. Government, ou=General Services Administration, cn=TAKISH HEYWARD, 0.9.2342.19200300.100.1.1=47001000017188 Date: 2017.10.04 14:17:58 -04'00'

INSTRUCTIONS

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date).

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contacting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Item 9, (Amendment of Solicitation No. - Dated), and 10, (Modification of Contract/Order No. - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data).

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries.

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification).

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document

Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

(g)

(h)

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

(i) A reference to the letter determination; and

(ii) A statement of the net amount determined to be due in settlement of the contract.

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 10-83) BACK

(1) Accounting classification Net increase $

Description of Amendment/Modification

The purpose of this solicitation amendment is to:

1. Provide specifications and drawings labeled: Cay Building Stairwell Modifications Drawings & Specifications â dated 04 October 2017

2. Revised the Statement of Work (SOW) Point of Contact (POC) for questions related to the Cay Building ( Revised Statement of Work (SOW) dated 04 October 2017) :

FROM :

GSA Building Manager Roger Blakley Office: (912) 436-3017

TO:

Project Manager Dewayne Ivory Cell: (470) 312-4528 Email: dewayne.ivory@gsa.gov

3. All other terms and conditions for this solicitation remain the same

Construction Contract Statement of Work Rev 02 Stairwell Gate Project Date: 10/04/2017

Statement of Work

For

Construction Contract

PROJECT IDENTIFICATION

Project Name: Stairwell Security Gates

Project Number:

Region: 04

Building Name: Cay Building

Building Address: 22 Banard Street

Building Number: GA2482ZZ

ABT: Savannah, Georgia

GSA Contracting Officer: Takisha Heyward

DEVELOPED BY:

SOW Writer: Dewayne Ivory

Estimator: Dewayne Ivory

PROJECT DESCRIPTION: Statement of Work (SOW) is issued by the Public Buildings Service of the United States General Services Administration (GSA), Southeast Sunbelt Region, Atlanta, GA, hereinafter referred to as the “Government”, to obtain Design-Build Services of a Design Build General Contractor (DBGC) (also referred to as Offeror or Contractor) who shall be singularly responsible to satisfy the terms of the resulting contract.

1) Stairwell Security Gate Project

PROJECT TYPE: Construction The intent of this project is to provide all labor, materials, equipment, and supervision required to safely complete the work detailed below. The Contractor shall make every effort to dispose of the removed material via a recycling vendor or facility and provide proof of such action or provide written explanation as to why the material could not be recycled. The Contractor shall provide a one (1) year warranty on all materials and workmanship commencing at the time of the Government’s acceptance of the work. Work site shall be kept clean and neat at all times during business hours and the space shall be returned to the Government for use each morning by 7:00 AM weekdays where occupied by Federal Employees.

2) Work must meet all applicable codes, building standards, manufacturer’s requirements, and standards of workmanship

3) NEW CONSTRUCTION:

Contractor to perform the following installation of new work:

• Install security gates from deck to deck on both stairwells.

• Security gated will be 9 gauge security metal mesh.

• Metal doors will have metal lock and panic bar.

• Metal doors will have heavy duty pneumatic metallic closures.

• Install Hirsch pad boxes with conduit and pull strings.

• Doors will be connected to fire alarm panel.

• Install level II blast film on USAO entry doors.

WORK WILL BE COMPLETED DURING NORMAL WORKING HOURS. AN ON-SITE

PRE-CONSTRUCTION MEETING IS REQUIRED WITH THE USAO, GSA, LESSOR, AND

CONTRACTORS PRIOR TO THE START OF CONSTRUCTION.

SUBMITTALLS: DOORS, LOCKS, and ANTICIPATED SCHEDULE.

WORKMANSHIP: All work shall meet or exceed the best practices and standards of the trades involved.

• Electrical work shall be in accordance with the current edition of the National Electrical Code

(NEC).

• Electrical panel legends will be updated.

• Sprinkler work shall be in accordance with the current edition of the International Fire Code and applicable National Fire Protection Association (NFPA) codes.

• All construction work shall be in accordance with the current edition of the International Building Codes (IBC).

• Any required asbestos removal will follow all Federal, State, and local guidelines

• All work will follow all Federal, State, and local guidelines.

• All work will be closely coordinated with the occupants of the area to minimize disruption of normal work in the area.

• Contractor shall remove all trash and debris generated as a result of this work on a daily basis; and avoid blocking of aisles, exits and access to equipment at all times.

• All electrical outages, fire system outages, or other building system disruptions will be coordinated with, and approved by building operations personnel.

• All penetrations of fire or smoke rated walls will be patched and sealed with fire rated caulk.

• The contractor will provide building operations personnel with two copies of installation, operation, maintenance, and parts manuals for all equipment installed as part of this project.

• The contractor will provide building operations personnel with the manufacture’s name, product number, color number, and other data on all materials used on the project.

• All finishes will be approved by the on-site building operations personnel.

• Contractors must provide work schedule.

• Contractors must abide by security requirements.

4) All provisions and regulations apply from full length contract. No person/persons are able to exempt anyone from necessary provisions to complete contract. Please refer to contract if you have any questions prior to beginning work.

SPECIAL CONDITIONS

Measurements:

All dimensions, measurements and/or quantities indicated in this specification are approximate and shall not be used by the contractor as definite. Contractors are expected to inspect the job site prior to acceptance of delivery order in order to acquaint themselves with the scope of the project and to verify measurements. In no event shall failure to inspect constitute grounds for claim after the delivery order is awarded.

Quality Control:

The work performed under this contract must demonstrate skills of the highest quality. Any imperfections that reveal a lower level of workmanship (i.e., poor painting, uneven sills, large nail holes, etc.) shall be deemed unacceptable. The GSA Contracting Officer Representative/Project Manager (COR/PM) will make random site visits to insure that the project is meeting standards and is acceptable. Any attempt to disguise poor workmanship shall be deemed unacceptable. Any work that is found to be unacceptable shall be corrected the expense of the Contractor.

Substantial Completion Inspection: When notified the GSA Contracting Officer Representative/Project Manager (COR/PM) will conduct an inspection of the work performed. Any deficiencies must be corrected prior to requesting final payment.

Safety:

The safety of occupants and workers is of paramount importance any unsafe conditions must be addressed immediately. All activities conducted under this contract shall be performed in compliance with all applicable Safety regulations and guidelines including but not limited to:

• Occupational Safety and Health Administration (O.S.H.A.)

• National Fire Protection Association (NFPA)

• General worksite safety practices

Submittals. Submit required submittals for all playground surfaces prior to installation for approval for FAA and GSA to review.

For space alteration projects, submit, or require the lessor/Contractor to submit:

GSA Submittals

• Milestone Schedule

• Independent Government Estimate for construction costs (IGE)

• Construction cost reconciliation

• RWA close-out letter

• Construction Schedule

• Construction Documents and specifications

• Schematics and specifications – cut sheets - for all proposed equipment to be furnished and/or installed

• Shop drawings for custom fabrications

• Material & Safety Data information sheets for interior construction materials and finishes

• Certifications of compliance, performance or completion, as identified in the scope of work (as needed)

• All warranty, operating and maintenance handbooks and information for any equipment to be furnished and installed

• Completed and verified construction Punch List

GSA requires reasonable time for review of submittals. The project schedule should allow the following time frames for agency reviews: Two (2) weeks

• Space Layouts - Design Intent Documents: As Negotiated

• Color and Materials Selections: Three (3) days

• Construction Documents: < Seven (7) days

• Equipment Submittals - Shop drawings: < Seven (7) days

Approvals. The GSA PM will approve – or will obtain approval for - all requirements, plans, submittals, requests-for-information (RFI), requests for funding, changes and change orders during the course of the project. Do not act upon information or direction received through other means or channels without written direction or approval from the GSA PM.

Reference Guides. GSA will use GSA Pricing Guide, GSA P100, GSA Design Guide, GSA Childcare Design Guide, SOW and DID’s to perform the tasks of this project.

Cost Tracking. Provide construction cost estimates (IGE), based upon GSA and Agency-approved Design Intent Drawings. Provide final (bid or negotiated) construction costs obtained from the lessor/contractor, based upon GSA approved Construction Documents.

Acceptance of final pricing by the GSA PM (project manager and issuance of a Notice to Proceed (NTP) by the GSA Contracting Officer shall establish the cost ceiling for construction. Requests for additional funding must be submitted by Change Order to the GSA PM for approval prior to performing the additional work or to incurring related expenses.

Construction Progress Meetings. The GSA PM or representative will make periodic site visits – and attend regular construction meetings - to review the progress of construction and any submittals or proposed Change Orders. When IEQ safety measures and/or controls are required, the GSA PM or representative will perform monthly site inspections

Access. Authorized GSA personnel and Contractors will require access to the space prior to completion of construction.

Substantial Completion. Upon notice of substantial completion, GSA and agency will inspect the work and – together with GSA –prepare a Punch List of items which require correction by the contractor. The inspection shall be for quality and compliance with childcare standards and requirements. The Contractor shall have <five (5) days> to correct any deficiencies. Final acceptance is subject to correction of Punch List items. Inspections for code compliance shall be by the authority having jurisdiction (AHJ); a certificate of occupancy (or equal) is required for final acceptance.

Security Requirements:

Background Investigations will be conducted for all Contractors working on this project.

If the project is less than six (6) months, a short-term investigation will be conducted for each applicant. This background investigation will be valid for the duration of the project.

If the project is greater than six (6) months, a long-term investigation (NACI) will be conducted for each applicant.

An individual contractor can escort up to five (5) Contractors as long as the individual escorting has been adjudicated with a favorable NACI adjudication (long-term investigation). GSA Region 04 Escort Policy and Procedures will be provided to the individual(s) providing escort.

In the event the project can be completed within ten (10) days, the Contractors may be escorted and will not require a background investigation. This decision will be made by the Project Manager (PM) and the Contracting Officer (CO).

Government Standards:

All materials and equipment utilized in performance of the work must meet the requirements of the Facilities Standards for the Public Buildings Service, PBS P-100 and other applicable codes and standards for the particular materials or equipment and installation of same.

Substantial Completion Assist the GSA in conducting a final inspection and preparing a punch-list documenting remaining work.

Participate with the General Services Administration in conducting follow-up inspections to administer resolution of punch-list items, involving stakeholders as appropriate.

Travel Unless otherwise indicated in the Project Description Section, the Contractor is responsible for travel costs to support the requirements contained in this Statement of Work (SOW), including all progress meetings, workshops, reviews, and site visits. The Contractor shall assume all travel will be within the vicinity of the project site except as specifically indicated otherwise in the Scope of Services section.

Parking Separate parking is not available during performance of this contract. Contractor may utilize existing parking facility during repair/cleaning of structure.

Additional Items:

All employees entering and leaving the facility shall be escorted at all times during performance of this contract.

CONTACT

Project Manager Dewayne Ivory Cell: (470) 312-4528 Email: dewayne.ivory@gsa.gov

DN

/2

3 1/4" MIN.

CLEAR

4'-0"

CLEAR

4'-0"

3RD FLOOR

LANDING

WEST BAY STREET

WEST BRYAN STREET

WEST CONGRESS STREET

WEST BROUGHTON STREET

JE

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F E

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A

K E

R S

T R

E E

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WEST ST. JULIAN STREET

PROJECT SITE

LOCATION

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:

MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS

A

2 3 4 5 6

B

C

D

E

COPYRIGHT 2016 ALL RIGHTS RESERVED

PRINTED OR ELECTRONIC DRAWINGS AND

DOCUMENTATION MAY NOT BE REPRODUCED

IN ANY FORM WITHOUT WRITTEN PERMISSION

FROM LS3P ASSOCIATES LTD.

WWW.LS3P.COM

SAVANNAH, GEORGIA 31401

TEL. 912.695.2111 FAX 912.298.0206

321 WEST CONGRESS STREET SUITE 301

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5101-171200

3-13-2017

ES

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EXISTING

STAIRWELL

A-101

CAY STAIRWELL

MODIFICATIONS

PERMIT SET

PYRAMID

CONTRACTING

3/4" = 1'-0" A1

EXISTING STAIRWELL PLAN

STRINGER WITH EXTERIOR MOUNTED GUARDRAIL GUARDRAIL POSTS AND HANDRAIL AT LANDING GUARDRAIL POSTS AND HANDRAILS AT LANDING

EXTERIOR MOUNTED GUARDRAIL ON STRINGERUNDERSIDE OF 2ND FLOOR LANDINGVIEW OF EXISTING LANDING AND STAIR

CAY BUILDING STAIRWELL

MODIFICATIONS

22 BARNARD STREET, SAVANNAH, GEORGIA 31401

DISCIPLINE CONTACT INFORMATION

OWNER: PYRAMID CONTRACTING

KIM SWARTZ

1108 LYKES LANE

IRMO, SC 29063

(E) KIM@PYRAMIDCONTRACTING.COM

ARCHITECT: LS3P ASSOCIATES, LTD.

321 WEST CONGRESS STREET

SUITE 301

SAVANNAH, GA 31401

(P) 912-695-2111

(E) NEILDAWSON@LS3P.COM

PROJECT ADDRESS

THE CAY BUILDING

22 BARNARD STREET

SAVANNAH, GA 31401

PIN: 2-0004-20-001

VICINITY MAP

No. Description Date

EXISTING USAO DOORS

SCOPE OF WORK: INSTALL LEVEL II BLASK FILM ON EXISTING GLASS

PHOTOGRAPHS OF EXISTING CONDITIONS

DN

B3

A-102

/2

CLEAR

4'-0"

CLEAR

4'-0"

M A

IN

T

A

IN

C L R

B2

A-102

HSS STEEL COLUMN

FASTENED TO LANDING

BELOW AND C STUD ABOVE

HIRSCH PAD BOX WITH

CONDUIT AND PULL STRINGS

A-102

A3

KNOX BOX

4' X 7' PREMANUF.

HINGED

SECURITY DOOR,

CONNECTED TO

FIRE ALARM

PANEL

HSS COLUMN WELDED TO

OUTSIDE OF LANDING

B3

A-102

9-GAUGE SECURITY

MESH WELDED TO

STEEL ANGLE

CONTINUOUS STEEL ANGLE

WELDED TO STRINGER

BELOW GUARDRAIL POSTS

FLAT PLATE STEEL WELDED

TO OPPOSITE SIDE TO

PROVIDE LATERAL SUPPORT

A-102

A1

T O

P O

F G

U A

R D

R A

IL

9-GAUGE SECURITY

MESH BEYOND

A-102

A1 Sim

CONTINUOUS STEEL ANGLE

WELDED TO STRINGER

STAIR RUN A

STAIR RUN B

EXISTING GUARDRAIL

EXISTING HANDRAIL

WELD HSS COLUMN TO

C-STUD AT UNDERSIDE

OF LANDING

WELD HSS COLUMN TO

OUTSIDE OF LANDING

BETWEEN STRINGERS

STEEL ANGLE WELDED TO

STRINGER, MOUNTED BELOW POSTS

WELD 1-1/2" X 1-1/2" HSS EXTENSION

ON TO EXISTING POST TO BE WELDED

TO STRINGER ABOVE

STEEL ANGLE WELDED TO STRINGER

WELD HSS COLUMN TO

OUTSIDE OF LANDING FRAME

FLAT PLATE WELDED TO OPPOSITE

SIDE OF POST EXTENSION TO

PROVIDE LATERAL SUPPORT - MESH

TO BE LOCATED BETWEEN VERTICAL

AND HORIZONTAL SUPPORTS

4' X 7' PREMANUFACTURED

HINGED SECURITY DOOR,

CONNECTED TO FIRE

ALARM PANEL

METAL PANIC BAR TO

MEET NFPA GUIDELINES

PNEUMATIC METALLIC DOOR

CLOSER & METAL LOCK TO MEET

NFPA GUIDELINES

MAINTAIN CLR.

4'-0"

CUT EXISTING HANDRAIL

AND REATTACH TO SIDE

OF NEW HSS COLUMN

STAIR

R

UN A

STAIR RUN B

GUARDRAIL TO BE PLUMB

CUT AND WELDED TO

VERTICAL POST

WELD 9-GAUGE SECURITY

MESH TO NEW HSS

EXTENSION

9-GAUGE SECURITY

MESH, PAINTED

INSTALL HIRSCH PAD

BOXES WITH CONDIUT

AND PULL STRINGS

CONTINUOUS 3"x2"x1/4" STEEL ANGLE

LOCATED BELOW VERTICAL RAILING

SUPPORT WELDED TO PLATE STRINGER -

PAINT TO BE SELECTED BY OWNER.

EXISTING STEEL PLATE STRINGER

VERTICAL COLUMN WELDED TO LANDING

BEYOND - LOCATED BETWEEN STRINGERS

9-GAUGE SECURITY MESH SPOT

WELDED TO CONTINUOUS STEEL

ANGLE BEYOND - PAINT FINISH TO

MATCH ANGLE

CONTINUOUS 9-GAUGE SECURITY

MESH SPOT WELDED TO CONTINUOUS

STEEL ANGLE - PAINT FINISH TO MATCH

SUPPORT ANGLE

SPOT WELD 9-GAUGE SECURITY

MESH TO STEEL ANGLE

EXISTING CONCRETE TREAD

EXISTING BOTTOM RAIL

TRIM HANDRAIL AT THIS LOCATION

FOR VERTICAL COLUMN -

REQUIRED FOR DOOR ASSEMBLY

GUARDRAILS AND POSTS TO BE

PLUMB CUT AND WELDED TO

VERTICAL DOOR SUPPORT

UPDN

3"x3"1/4" HSS VERTICAL COLUMN

DOOR TO BE

PROVIDED BY OWNER

PLATE STEEL STRINGERS

REMOVE POSTS IN THIS LOCATION

TO ALLOW FOR DOOR ASSEMBLY

CHECKED BY:

DRAWN BY:

DATE:

PROJECT:

REVISIONS:

MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS

A

2 3 4 5 6

B

C

D

E

COPYRIGHT 2016 ALL RIGHTS RESERVED

PRINTED OR ELECTRONIC DRAWINGS AND

DOCUMENTATION MAY NOT BE REPRODUCED

IN ANY FORM WITHOUT WRITTEN PERMISSION

FROM LS3P ASSOCIATES LTD.

WWW.LS3P.COM

SAVANNAH, GEORGIA 31401

TEL. 912.695.2111 FAX 912.298.0206

321 WEST CONGRESS STREET SUITE 301

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S ta ir w e ll M o d if ic a ti o n s .r v t

5101-171200

3-13-2017

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ND

PROPOSED

STAIRWELLS

1&2

A-102

CAY STAIRWELL

MODIFICATIONS

PERMIT SET

PYRAMID

CONTRACTING

3/4" = 1'-0" B1

PROPOSED PLAN

3/4" = 1'-0"

B2

SECTION A

3/4" = 1'-0" B3

SECTION B

3" = 1'-0" A1

ANGLE/STRINGER/MESH DETAIL

3" = 1'-0"

A3

HANDRAIL TO VERTICAL POST

No. Description Date

Travel