54 1019 1715 - 2019-12-20 - addendum 1

Addendum No. 1

INFORMATIONAL ITEMS

ITEM NO. 1 The SLCDA Construction Safety and Security Compliance Manual is available for download at: http://www.slcairport.com/cmsdocuments/Construction_Safety_Manual.pdf

ITEM NO. 2 BIDS MUST BE DELIVERED PRIOR TO 1:00 PM MOUNTAIN TIME JANUARY 8, 2020 AS FOLLOWS:

Scott Martin Engineering Division Salt Lake City Department of Airports

Mailing Address: Salt Lake City International Airport P.O. Box 145550 Salt Lake City, Utah 84114-5550

Overnight carrier or hand delivery: Salt Lake City International Airport Terminal One, 2nd Floor Mezzanine 776 North Terminal Dr. Salt Lake City, Utah 84122

ITEM NO. 3 The mandatory Pre-Bid meeting attendance list is attached

QUESTIONS

ITEM NO. 1 Question: Is a cost estimate/range available for project? Answer: $1,300,000 + ITEM NO. 2 Question: Is this project open for bid and are there updated plans and specs

available? Answer: The Project is open for bid to the Airport’s four (4) pre-approved

on-call general contractors. Sub-contractors should contact one of the Airport’s four (4) pre-approved on-call general contractors for plans, specifications and to be included on one or more of their teams. The approved general contractors are Crescrent Construction, Paulsen Construction, Pine Tree Construction and Saunders Construction Inc. See the attached attendance list for additional information.

ITEM NO. 3 Question: Several of the drawings would indicate that the overhead door is

sectional door. (Ref detail 8/A601) The specs are for a sectional door. If the sectional door is wanted, we would want to have 24” high lift track for jackshaft operator proper function. If standard lift track is required there will be

Addendum No. 1

a trolley operator above the door with the motor approximately 14’ back from the opening. We have usually seen coiling doors in this application.

Answer: A sectional door is required for the project. Please see the revised

drawings and details (A601) included in the addendum.

SUBSTITUTION REQUESTS / PRODUCT APPROVALS

ITEM NO. 1 NA

TECHNICAL SPECIFICATION MANUAL CHANGES

ITEM NO. 1 Specification Section 111300. Please see the attached information from Arch

Nexus dated 12/17/19.

DRAWING CHANGES

ITEM NO. 1 Drawing Sheet G002

Please see the revised drawing attached from Arch Nexus.

ITEM NO. 2 Drawing AS 101 Please see the revised drawing attached from Arch Nexus.

ITEM NO. 3 Drawing A 601 Please see the revised drawing attached from Arch Nexus.

SUPPLEMENTARY INFORMATION

ITEM NO. 1 Photos of existing conditions

Please see the attached project photos from Arch Nexus.

Form Version: 6/15 © 2015 Architectural Nexus, Inc. Printed: 17 December 2019 2:18 PM

S:\2018\18139 SLCDA Pump Station #1 Reconstruction\06 Document Record\6.5 Bid Docs\6.5.3

Addenda\Addendum 02\191217 ADD-02 Narrative.docx Addendum Page 1 of 2

ADD #001

ARCHITECTURAL NEXUS, Inc archnexus.com

SALT LAKE CITY 2505 East Parleys WaySalt Lake City, Utah 84109 T 801.924.5000

SACRAMENTO 930 R Street Sacramento, California 95811 T 916.443.5911

ISSUE DATE: December 17, 2019 RESPONSE TO: Contractor Requests for Information

PROJECT: Pump Station #1 Reconstruction Salt Lake City International Airports

776 North Terminal Drive Salt Lake City, Utah 84122

OWNER’S PROJECT #:

54 1019 1715

ARCHITECT’S PROJECT #:

18139

OWNER: Salt Lake City Department of Airports Scott Martin

P.O. Box 145550 Salt Lake City, Utah 84114

CONTRACTOR:

PAGES:

This Addendum forms a part of the Contract Documents and modifies the original Bid Documents as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. This Addendum includes all attachments noted, included herein by reference.

SPECIFICATION AMENDMENTS:

S. Specifications:

Item # Section Amendment

S1 11 13 00 REVISE Part 2 & 3 to solely include applicable loading dock bumper info.

DRAWING AMENDMENTS:

D1. General:

Item # Sheet(s) Amendment

D1.01 G002 REVISE Salt Lake City International Airport / Project Location Map to include construction access

route and general site access information.

D2. Architectural:


D2.01 AS101 ADD temporary construction fence & gate to Site Plan

D2.01 A601 Revise overhead door head & jamb details from coiling to sectional.

Exterior 01

Form Version: 6/15 © 2015 Architectural Nexus, Inc. Printed: 17 December 2019 2:18 PM

S:\2018\18139 SLCDA Pump Station #1 Reconstruction\06 Document Record\6.5 Bid Docs\6.5.3

Addenda\Addendum 02\191217 ADD-02 Narrative.docx Addendum Page 2 of 2

SUPPLEMENTARY INFORMATION:

SI1. Photos of Existing Conditions:


S1.01 Exterior 01.jpg Exterior 02.jpg Exterior 03.jpg Exterior 04.jpg Exterior 05.jpg Exterior 06.jpg Interior 01.jpg Interior 02.jpg Interior 03.jpg Interior 04.jpg Interior 05.jpg Interior 06.jpg

PROVIDE general exterior & interior photos of the existing conditions at the project site.

COMMENTS:

See attached documents.

Andrew White

Architectural Nexus, Inc 801.924.5000 [email protected] December 17, 2019

Exterior 01

mailto:[email protected]

Pump Station #1 Reconstruction May 7, 2019 Owner Project #54 1019 1715 Bid Set A/N #18139

LOADING DOCK EQUIPMENT 11 13 00 - 1/3

SECTION 11 13 00 - LOADING DOCK EQUIPMENT

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes: 1. Laminated Loading Dock bumpers.

B. Related Sections: 1. Section 03 30 00 "Cast-in-Place Concrete" 2. Section 26 51 19 "LED Interior Lighting" and Section 26 56 19 "LED Exterior

Lighting" for dock lighting fixtures.

1.3 DEFINITIONS

A. Operating Range: Maximum amount of travel above and below the loading dock level.

B. Working Range: Recommended amount of travel above and below the loading dock level for which loading and unloading operations can take place.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for loading dock equipment. Include rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories.

B. Shop Drawings: For loading dock equipment. Include plans, elevations, sections, details, and attachments to other work. 1. Detail equipment assemblies and indicate dimensions, weights, loads, required

clearances, method of field assembly, components, and location and size of each field connection.

1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For qualified Installer.

B. Welding certificates.

C. Product Test Reports: Based on evaluation of comprehensive tests performed by manufacturer and witnessed by a qualified testing agency; indicate compliance of dock

Exterior 01



levelers with requirements in MH 30.1 for determining rated capacity, which is based on comprehensive testing within last two years of current products. 1. Submittal Form: According to MH 30.1, Appendix A.

D. Warranty: Sample of special warranty.

1.6 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For loading dock equipment to include in operation and maintenance manuals.

1.7 QUALITY ASSURANCE

A. Welding Qualifications: Qualify procedures and personnel according to the following: 1. AWS D1.1/D1.1M, "Structural Welding Code - Steel." 2. AWS D1.3, "Structural Welding Code - Sheet Steel."

B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application.

1.8 PROJECT CONDITIONS

A. Field Measurements: Verify actual dimensions of construction contiguous with loading dock equipment, including recessed pit dimensions, slopes of driveways and heights of loading docks, by field measurements before fabrication.

1.9 WARRANTY

A. Warranty for Dock bumpers: Manufacturer's standard form in which manufacturer agrees to repair or replace components that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following:

a. Structural failures including cracked or broken structural support members, load-bearing welds.

2. Warranty Period for Assembly: 10 years from date of Substantial Completion.

1.10 MAINTENANCE SERVICE

A. Initial Maintenance Service: Beginning at Substantial Completion, provide 12 months' full maintenance by skilled employees of loading dock equipment Installer. Include quarterly preventive maintenance, repair or replacement of worn or defective components, lubrication, cleaning, and adjusting as required for proper loading dock equipment operation at rated speed and capacity. Provide parts and supplies the same as those used in the manufacture and installation of original equipment.

Exterior 01



PART 2 - PRODUCTS

2.1 DOCK BUMPER

A. Bumper: Durable Dura-Soft Bumper (Basis of Design) 1. Projection from Wall: 5-1/2 inches (140 mm). 2. Vertical Height: 12 inches (305 mm); 4 inch (102 mm) bolt hole centers. 3. Length: 11 inches (279 mm).

PART 3 - EXECUTION

3.1 EXAMINATION

A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify Contractor & Architect of unsatisfactory preparation before proceeding.

3.2 PREPARATION

A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.3 INSTALLATION

A. Install in accordance with manufacturer's instructions.

B. Position bumpers, spaced as indicated on drawings.

C. Secure angle end frames to dock face of: 1. Steel plate embedded and mounted to face of CMU.

3.4 PROTECTION

A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION 11 13 00

Exterior 01

DATE:

DRAW N BY:

CHECKED BY:NEXUS PROJECT #:

DRAW N:

DESIGN:

REVISIONSSALT LAKE CITY AIRPORT AUTHORITY

ENG INEERING AND M AINTENANCE DIVISION

SCALE: AS SHOW N

Owner Project #: 54 1019 1715

Contract #: 54-2-19-1256

SALT LAKE CITY INTERNATIONAL AIRPORTSECOND FLOOR TERMINAL UNIT #1

P.O. BOX 145550SALT LAKE CITY, UTAH 84114-5550

TELEPHONE (801) 575-2900 FAX (801) 575-2592

SHEET NO . OF

12/17/2019 2:56:23 PM

12/17/2019 2:56:23 PM

GENERAL INFORMATION

AW

SLCDA

18139

05/07/19

BID SET

G002

AW

PUMP STATION #1

RECONSTRUCTION2 69

[STAMP]

CONTACT: E-MAIL:

PHONE: INTERNET:

[LOGO]

OWNER

Salt Lake City Airport AuthoritySecond Floor - Terminal Unit # 1

AMF Box 22084, Salt Lake City, Utah 84122

801.575.2935

Sean Nelson [email protected]

https://slcairport.com

CONTACT: E-MAIL:

PHONE: INTERNET:

ARCHITECT

Architectural NEXUS, Inc.2505 East Parleys Way

Salt Lake City, UT 84109

801.924.5000

Peter Moyes [email protected]

http://www.archnexus.com

[STAMP]

CONTACT: E-MAIL:

PHONE: INTERNET:

[LOGO]

MECHANICAL ENGINEER

Van Boerum and Frank Associates330 South 300 East


801.530.3148

Richard Reeder [email protected]

http://www.vbfa.com[STAMP]

CONTACT: E-MAIL:

PHONE: INTERNET:

[LOGO]

ELECTRICAL ENGINEER

Envision Engineering240 East Morris Avenue # 200


801.534.1130

Aleksandar Rankovic [email protected]

http://www.envisioneng.com

INTERNATIONAL PLUMBING CODE

NATIONAL ELECTRICAL CODE

ZONING ORDINANCE:

INTERNATIONAL MECHANICAL CODE

INTERNATIONAL FIRE CODE

INTERNATIONAL ENERGY CONSERVATION CODE

INTERNATIONAL BUILDING CODE

ACCESSIBILITY CODE

DESIGN CRITERIA

APPLICABLE CODES

OTHER CRITERIA

DEFERRED SUBMITTALS

EXISTING OCCUPANCY "--"

EXISTING CONSTRUCTION TYPE ---

SECTION 230100 - MECHANICAL REQUIREMENTS - SEISMIC RESTRAINTSSECTION 260529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMSSECTION 260548 - SEISMIC CONTROLS FOR ELECTRICAL SYSTEMSSECTION 260573 - ARC FLASH HAZARD ANALYSIS SECTION 260574 - COORDINATION STUDYSECTION 260575 - SHORT-CIRCUIT STUDIESSHEET EY101 - FIRE ALARM SYSTEM

FIRE PERMITS SHALL BE IN ACCORDANCE W ITH IFC SECTIONS 105.1.1 THROUGH 105.7.16.

SPECIAL INSPECTIONSSTEEL CONSTRUCTIONW ELDINGHIGH-STRENGTH BOLTSCONCRETEENGINEERED MASONRY

HAZARDOUS MATERIALS NOTE:ALL GROUP “H” OCCUPANCIES, GROUP B, I, S OCCUPANCIES AND U W HICH STORE, DISPENSE OR HANDLE HAZARDOUS MATERIALS SHALL HAVE ON THE DOORS OR PLACED ADJACENT TO THE DOORS LABELS W HICH ARE LISTED IN NATIONAL FIRE PROTECTION ASSOCIATION STANDARD 704 OF THE MATERIALS W HICH ARE W ITHIN THE STRUCTURE. PROVIDE 704 PLACARDS AT THE ENTRANCES OF ROOMS W HERE ANY HAZARDOUS MATERIAL IS BEING STORED, DISPENSED OR EMPTY CONTAINERS ARE STORED.

THE STORAGE, USE AND HANDLING OF ALL HAZARDOUS MATERIALS SHALL BE IN ACCORDANCE W ITH IFC SECTION 5001 & 5003.

ICC/ANSI A117.1-2009

2015 EDITION

2015 EDITION

2015 EDITION

2015 EDITION

2015 EDITION

2017 EDITION

Zoning OrdinanceSLC, UT

ADDITIONAL APPROVALS

Signer 1 01-01-20XX

Signer 2 01-01-20XX

SCHEDULE OF DRAWINGS

[STAMP]

CONTACT: E-MAIL:

PHONE: INTERNET:

[LOGO]

CIVIL ENGINEER

Meridian Engineering1628 West 11010 South, Suite 102

South Jordan, UT 84095

801.569.1315

Mark Cook [email protected]

https://www.meiamerica.com/[STAMP]

CONTACT: E-MAIL:

PHONE: INTERNET:

[LOGO]

STRUCTURAL ENGINEER

Reaveley Engineers675 East 500 South


801.505.4033

Graham Oxborrow [email protected]

https://www.reaveley.com/

SALT LAKE INTERNATIONAL AIRPORT MAP

PROJECT LOCATION

A121 ROOF PLAN

A151 REFLECTED CEILING PLAN

A201 BUILDING ELEVATIONS

A202 BUILDING ELEVATIONS

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A351 WALL SECTIONS

A352 WALL SECTIONS

A501 ARCHITECTURAL DETAILS

A502 ARCHITECTURAL DETAILS

A511 ROOF DETAILS

A601 DOOR TYPES & DETAILS

A602 OPENING DETAILS

MECHANICAL:

M001 AREA PLAN

M100 BASEMENT MECH. PIPING DEMO & MECH.PIPING PLANS

M101 BASEMENT AND PAD LEVEL MECH.DEMOLITION PLANS

M102 LEVEL 1 MECHANICAL PLANS

M301 MECHANICAL SECTIONS

M302 MECHANICAL SECTIONS

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES AND DETAILS

ELECTRICAL:

EG001 GENERAL NOTES AND SYMBOL LISTS

ES101 DEMOLITION SITE PLAN

ES102 NEW SITE PLAN

ED101 DEMOLITION PLANS

EL101 LIGHTING PLANS

EL601 LIGHT FIXTURE SCHEDULE

EP101 POWER PLANS

EP501 ELECTRICAL DETAILS



EP601 PANEL AND EQUIPMENT SCHEDULES

EP701 DEMOLITION ONE-LINE DIAGRAM

EP702 NEW ONE-LINE DIAGRAM

EY101 SYSTEMS PLANS

EY701 SYSTEMS RISER DIAGRAM AND DETAILS

GENERAL:

G001 COVER SHEET

G002 GENERAL INFORMATION

G003 GENERAL INFORMATION

G501 ASSEMBLY TYPES

G601 CODE REQUIREMENTS

CIVIL/SITE:

C100 GENERAL NOTES

C200 EXISTING SURVEY AND TOPOGRAPHY

CG400 GRADING PLAN

C500 EROSION CONTROL PLAN

C510 EROSION CONTROL DETAILS

STRUCTURAL:

S001 GENERAL STRUCTURAL NOTES



S004 LEGENDS & ABBREVIATIONS

S101 EXISTING BUILDING PLANS

S102 NEW BUILDING PLANS

S201 WALL ELEVATIONS

S501 TYPICAL FOOTING & FOUNDATION DETAILS

S502 FOUNDATION DETAILS

S503 FOUNDATION DETAILS

S511 TYPICAL ROOF FRAMING DETAIL

S601 CONCRETE SCHEDULES

S602 CONCRETE SCHEDULES

S611 MASONRY SCHEDULES

S612 MASONRY SCHEDULES

S621 TYPICAL STEEL FRAMING SCHEDULES

S622 STEEL DECK SCHEDULES

ARCHITECTURAL:

AS101 ARCHITECTURAL SITE PLAN

AS102 SITE PLAN DETAILS

AS103 CONSTRUCTION SEQUENCE PLAN

AD000 DEMOLITION PLAN

AD050 REFLECTED CEILING PLAN

AD100 DEMOLITION PLAN

A101 FLOOR PLAN

No. DATE REMARKS1 08/12/19 Addendum 01

2 12/17/19 Addendum 02

1

1

1

1

GATE 39

APPROVED CONSTRUCTION ACCESS ROUTE

MATERIAL DELIVERY / SITE ACCESS ROUTE

2

NOTE: GENERAL GATE HOURS ARE FROM 6AM - 2PM.

FOR INGRESS TO THE SITE OUTSIDE THESE HOURS THE GENERAL

CONTRACTOR IS TO PROVIDE ADDITIONAL GATE SECURITY PERSONEL FROM

AIRPORT PROVIDED & APPROVED LIST.

SD SD SD

A. FIELD VERIFY ALL EXISTING CONDITIONS AND THEIR COMPATIBILITY WITH NEW CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. COORDINATE DISCREPANCIES WITH ARCHITECT AND/OR CIVIL ENGINEER.

B. COORDINATE ALL EXISTING AND PROPOSED UTILITY CROSSINGS INCLUDING; STORM DRAIN LINES, WATER LINES, AND POWER LINES. COORDINATE DEMOLITION OF EXISTING AND INSTALLATION OF NEW UTILITY LINES WITH CIVIL AND MECHANICAL.

C. SEE ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR MORE INFORMATION.

GENERAL NOTE - SITE PLAN

02:EF1

A601

2

TYP.

32:CF3

AS102

1

22' - 0"CL

17' - 2"CL

2' -

5"

4' -

6"

AS1012

AS1013

24' -

0"

MIN

32:CF3

TYP.

32:CF4

2

2

32:CF5

SITE PLAN LEGEND

PROJECT EXTENTS

EXISTING FENCE LINE

NEW FENCE LINE

EXISTING FENCE TOBE REMOVED

TEMPORARY 6' HIGH CHAIN LINK CONSTRUCTION FENCE LINE -SECURE W/ BALLAST AS REQ'D

2

4' -

8"

5' -

4"

3' -

10"

2"7'

- 1

0"7'

- 1

0"2"

3' - 0" 7' - 8" 5' - 4"

ALI

GN

TYP.

34:BL1

26:AT1

26:MS1

03:CP2

26:GE1

TYP.

34:BL1

6"7'

- 0

"6"

7" 6' - 10" 7"

26:RT1

TYP.

34:BL1

03:CP1

DATE:

DRAW N BY:


DRAW N:

DESIGN:



SCALE: AS SHOW N


Contract #: 54-2-19-1256



TELEPHONE (801) 575-2900 FAX (801) 575-2592

SHEET NO . OF

12/17/2019 2:56:23 PM

12/17/2019 2:56:23 PM

ARCHITECTURAL SITE PLAN

AW

SLCDA

18139

05/07/19

BID SET

AS101

AW

PUMP STATION #1

RECONSTRUCTION28 69

1" = 10'-0"AS1011 SITE PLAN

KEYNOTE LEGEND

02:EF1 EXISTING FENCE, PROTECT IN PLACE

03:CP1 CONCRETE TRANSFORMER PAD

03:CP2 CONCRETE PAD FOR GENERATOR.COORDINATE EXACT PADDIMENSIONS AND CONDUIT STUBSWITH AIRPORT PRIOR TO ROUGH-IN

26:AT1 ELECTRICAL AUTOMATIC TRANSFERSWITCH; SEE ELECTRICAL

26:GE1 GENERATOR BY AIRPORT

26:MS1 ELECTRICAL METER AND MAINSERVICE DISCONNECT; SEEELECTRICAL

26:RT1 TRANSFORMER; SEE ELECTRICAL

32:CF3 TERMINATE NEW FENCING @EXISTING STEEL FENCE POST

32:CF4 NEW FENCING TO BE FULLYCONSTRUCTED PRIOR TO REMOVALOF THE PORTION OF EXISTINGFENCING TO BE REMOVED

32:CF5 PROVIDE TEMPORARYCONSTRUCTION FENCE GATE; SIZE &LOCATION PER CONTRACTORREQUIREMENTS

34:BL1 CONCRETE FILLED PAINTED STEELBOLLARD; SEE 2/AS102

N


1/4" = 1'-0"AS101

3 GENERATOR

1/4" = 1'-0"AS1012 TRANSFORMER

2

A. FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP DRAWING SUBMITTAL & SUBSEQUENT FABRICATION OF ALL DOOR AND WINDOW FRAMES.

GENERAL NOTE -

DOOR & WINDOW TYPES

FRAME TYPE: SF01 FRP SINGLE

2" 2"36"

84"

4"

DOOR TYPE: FS01CONST: FRP

36"

84"6

A601

______

TYP.

11

A601

______

2

4" H

EA

D O

NLY

SCHEDULED WALL,SEE STRUCTURAL

5/8" PLYWOODSHEATHING

SILICONE SEALANT,TYP

SILICONE SEALANT,TYP

PAINTED FIBERGLASSFRAME

2" 'Z' FURRING

2

SCHEDULED WALL, SEESTRUCTURAL

5/8" PLYWOODSHEATHING

2" 'Z' FURRING

PAINTED FIBERGLASSFRAME

SILICONE SEALANT, TYP

T-SHAPED MASONRYJAMB ANCHOR

BA.9

INSULATEDSECTIONAL DOOR

JAMB, PERMANUFACTURER



2

115' - 0"

SCHEDULED WALL

MASONRY LINTEL,SEE STRUCTURAL

DRAWINGS

2" 'Z' FURRING

12'H X 8'W INSULATEDSECTIONAL DOOR

INSULATEDSECTIONAL DOOR

HEAD, PERMANUFACTURER

2

SCHEDULED WALL, SEESTRUCTURAL

INSULATED SECTIONALDOOR JAMB, PERMANUFACTURER

2" 'Z' FURRING @ 24" O.C.

LEVEL 01103' - 0"

LEVEL 01103' - 0"

8

A601

______

9

A601

______

TYP.

DOOR TYPE: OS01CONST. INSULATED METAL

12

A601

______

SE

E S

CH

ED

ULE

SEE SCHEDULE

DATE:

DRAW N BY:


DRAW N:

DESIGN:



SCALE: AS SHOW N


Contract #: 54-2-19-1256



TELEPHONE (801) 575-2900 FAX (801) 575-2592

SHEET NO . OF

12/17/2019 1:18:58 PM

12/17/2019 1:18:58 PM

DOOR TYPES & DETAILS

AW

SLCDA

18139

05/07/19

BID SET

A601

AW

PUMP STATION #1

RECONSTRUCTION45 69

1/4" = 1'-0"A6011 DOOR & FRAME TYPE - FIBERGLASS

3" = 1'-0"A601

11 DOOR DETAIL (DOOR HEAD, TYP.)

3" = 1'-0"A6016 DOOR DETAIL (DOOR JAMB, TYP.)

3" = 1'-0"A6018 DOOR DETAIL (OVERHEAD SECTIONAL DOOR, JAMB)

3" = 1'-0"A601

9 DOOR DETAIL (OVERHEAD SECTIONAL DOOR, HEAD)

DOOR SCHEDULE

NUMBER

DOOR FRAME

FIRE

RATING

HARDWAR

E GROUP NOTES NUMBER

SIZE

TYPE FINISH

DETAIL

TYPE FINISHWIDTH HEIGHT HEAD JAMB THRES

101 3' - 0" 7' - 0" FS01 11/A601 6/A601 SF01 N/A 1 101

102 8' - 0" 12' - 0" OS01 9/A601 8 &12/A601

102

3" = 1'-0"A60112 DOOR DETAIL (OVERHEAD SECTIONAL DOOR, JAMB) 2


1/4" = 1'-0"A6012 OVERHEAD SECTIONAL DOOR FRAME

2

2

2