NOTICE TO ALL PROPOSERS ADDENDUM NO. 1 TO THE … · guidance on what constitutes "good faith...

Addendum No. 1 Page 1 of 2 10119108 ANG-ECF Hangar In Kind Replacement August 10, 2020 7250 South Tucson Boulevard, Suite 300, Tucson, Arizona 85756 TEL 520-573-8100 FAX 520-573-8008 www.flytucson.com

NOTICE TO ALL PROPOSERS

ADDENDUM NO. 1

TO THE REQUEST FOR QUALIFICATIONS FOR

TUCSON AIRPORT AUTHORITY PROJECT

10119108 ANG-ECF HANGAR IN KIND REPLACEMENT

AUGUST 10, 2020 The following Addendum dated August 10, 2020 shall be made a part of the Request for Qualifications (RFQ) dated July 24, 2020 for TAA Project 10119108 – ANG-ECF Hangar In Kind Replacement. GENERAL 1. The Pre-Submittal Conference Summary dated August 5, 2020 and associated sign-in sheets are attached to this Addendum No. 1.

RESPONSES TO QUESTIONS

Q. Would you consider removing the requirement for 12 point Times New Roman (Item 4, end of first paragraph), page 9,

and substituting a minimum font requirement of 10 with no font restrictions? 12 point fonts are extremely large and not

typically used in responses to RFQs in the AEC industry. Further, firms use specific fonts to customize their

presentations. I might suggest that you ask only that the fonts be minimum 10 point and readable.

A. No, we will not be changing the font requirement.

Q. Would you consider making the submittal electronic instead of paper given the COVID-19 pandemic? Most public agencies have converted to this method, either through email submission or a special submittal port created for this purpose. We are reluctant to have any of our employees hand-deliver our submission in person to your offices and do not anticipate the ability to complete it in time to use a logistics company such as USPS, UPS, or FedEx.

A. One (1) original and six (6) copies of the SOQ should be submitted to TAA and should be clearly labeled with the project title and the Respondent’s name and addressed to the attention of Ray Valdez. SOQs can be submitted in-person, via UPS or FedEx. TAA is also requesting that one pdf be submitted electronically to DropBox (https://www.dropbox.com/request/7yv5tfryJiGqCdm8jULe). Both the hard copies and the DropBox submittal must be received by 2:00 pm, Wednesday, August 26, 2020.

https://www.dropbox.com/request/7yv5tfryJiGqCdm8jULe

Addendum No. 1 Page 2 of 2 10119108 ANG-ECF Hangar In Kind Replacement August 10, 2020 7250 South Tucson Boulevard, Suite 300, Tucson, Arizona 85756 TEL 520-573-8100 FAX 520-573-8008 www.flytucson.com

Q. Would you consider making the requested OSHA 300A forms and the Workers Compensation Experience Modifier Rate (EMR) forms not count towards the 20 page limit? You are requesting 5 years of OSHA 300As, which are minimum 1 page each, 3 pages each for the entire report.

A. The OSHA 300A forms and the Workers Compensation Experience Modifier Rate (EMR) forms are not counted towards the 20 page limit. Please attach them as an Exhibit / Appendix.

Q. You also request submitters to provide a proposed project schedule (Item A-2-e) and a discussion of major issues our team has identified on this project and how we intend to address those issues (Item D-2). The RFQ does not describe or list TAA’s desired schedule, start or preferred completion date, nor any issues that TAA anticipates on this project. Will these be discussed in the pre-submittal conference or otherwise provided to proposers to that we can answer these questions mindfully?

A. TAA plans to award the contract approximately November 1, 2020 and desires to have the project completed by November 1, 2021. With plans completed in approximately 1-2 months, please provide your proposed schedule. Also include major issues you identify on this project and how your firm would address those issues.

Q. Item E states that the submitter’s Quality Control Plan must be provided to TAA for approval and acceptance prior to beginning any work. There is no request here for a summary of that plan. Is that the intent of this section? As it is, it is a statement not a question or request. Please advise as to whether a response is required to Item E.

A. Submitters shall submit their recommended Quality Control Plan. This plan may be negotiated with the successful contractor.

Q. Item H is also a statement regarding not providing Cost or Price information. Can we assume there is no

response required for Item H?

A. There is no response required for Item H. Cost or Price information should not be submitted with the SOQ.

End of Addendum #1

Pre-Submittal Meeting 1 10119108 ANG-ECF Hangar In Kind Replacement August 5, 2020

PRE-SUBMITTAL CONFERENCE SUMMARY Project No. /Name: 10119108 ANG-ECF Hangar in Kind Replacement Date: August 5, 2020 Time: 10:00 AM Location: Tucson Airport Authority (TAA) Administration via WebEx Funding: TAA Procurement Officer: Ray Valdez Project Director: David Moore SIGN IN AND INTRODUCTIONS 1. See attached Sign-in Sheet for attendees. 2. Ray Valdez welcomed all attendees and made brief introductions. He indicated that the minutes of the pre-submittal conference will be distributed to all meeting attendees and RFQ holders of record. Further addenda, if any, will be distributed to pre-submittal meeting attendees and firms on the RFQ Holders List. GENERAL INFORMATION

1. TAA intends to award this contract by November 1, 2020 and desires to complete project on/before November 1, 2021. 2. The estimated construction cost of the project is $8,000,000.00.

3. The project will be funded by TAA funds. 4. The selected Respondent will provide pre-construction services, including constructability and phasing review; conceptual cost estimating services, scheduling, value engineering, and other preconstruction services, and (ii) potential construction services as the Construction Manager at Risk 5. TAA shall not be held responsible for any oral instructions. Any changes to this RFQ will be in the form of an addendum, which will be furnished to all registered RFQ holders and pre-submittal meeting attendees. 6. This RFQ does not obligate TAA to award the contract to any firm nor to pay any cost incurred in the proposal process or in the preparation of Statements of Qualifications (SOQs) submitted in response to this RFQ. Firms may be required to attend interviews in Tucson at a time and place to be announced. Expenses associated with such travel will be solely the responsibility of the firms. TAA reserves the right to reject any and all SOQs or to accept any firm which is deemed to be advantageous to the public and TAA. 7. The SOQ and other requested information must be completed, in its entirety, to the best of Respondent’s ability and the Respondent must represent and warrant that all information contained therein is true and correct to the best of Respondent’s knowledge.

8. No representative or agent of the Respondent may contact any member of the staff or Selection Committee, any member or director of TAA or any other agent or consultant of TAA, either directly or indirectly.


Questions related to the RFQ or SOQ process may be directed in writing to Ray Valdez by email at [email protected]. Any communication, or attempted communication, with any person other than Ray Valdez shall, in the sole discretion of TAA, be grounds for disqualification of the firm. 9. Until an award and execution of a contract by TAA, only the name of each Respondent on the short list may be made available to the public. All other information received by TAA in response to this RFQ or contained in the SOQs shall be confidential. The SOQs shall be open to public inspection after the contract is awarded and executed by TAA. To the extent the firm designates and TAA concurs, trade secrets and other proprietary data contained in the firm’s SOQ will be kept confidential. 10. Any questions that the Respondents may have about the RFQ or the project should be emailed to Ray Valdez by no later than 2:00 pm on Monday, August 17th. TAA will issue the minutes of the pre-submittal conference and written responses to any questions received to all RFQ holders by email and/or facsimile on or before Monday, August 10th. 11. DBE. It is the policy of TAA to ensure that Disadvantaged Business Enterprise firms (“DBEs”) have a fair and equal opportunity to participate in TAA's contracts. Specifically, it is the goal of TAA to ensure that, to the extent reasonably possible and consistent with other legal requirements that: (a) DBEs are not discriminated against in the award and administration of TAA's contracts; (b) a level playing field is created on which DBEs can compete fairly for TAA's contracts; and (c) any barriers to the participation of DBEs in TAA's contracts are removed. If a proposer or sub consultant of the proposer are certified as DBE, the work performed by both shall be counted towards meeting the aspirational goal. Any work performed by a non-DBE proposer or subconsultant shall not. TAA has set an aspirational 7% (7% of the dollar value of the contract) DBE participation goal for this contract. The firm must make a "good faith effort" to meet the stated aspirational participation goal. The firm should consult Appendix A of the DBE Regulations for guidance on what constitutes "good faith efforts.” As a matter of responsibility, firms must complete and submit the “Statement of Proposed DBE Utilization” in the form provided, with its submittal, including evidence of good faith effort related to TAA’s goal if the 7% aspirational goal is not met in part or in full. Firms and firms' subcontractor/subconsultant who are submitting as DBEs must be certified DBEs in Arizona in good standing prior to the date submittals are due. TAA recognizes current DBE certifications by the ADOT, City of Phoenix, and City of Tucson. For information regarding DBE firms recognized by TAA, or if you have any questions about TAA's DBE Program, please contact Veronica Ruiz-Ronquillo, TAA DBE Liaison Officer, at 520-573-8100. The successful proposer will be required to submit the following information: (1) the names and addresses of DBE firms that will participate in the contract; (2) a description of the work that each DBE firm will perform; (3) the percentage amount of participation of each DBE firm participating; (4) written documentation of the bidder/proposer’s commitment to use a DBE subcontractor whose participation it submits to meet the aspirational contract goal; and (5) if the proposer cannot meet the aspirational DBE goal in part or in full, evidence of good faith effort undertaken by the proposer as described in Appendix A to 49 CFR Part 26. To count toward meeting a goal, each DBE firm must be certified in a NAICS code applicable to the kind of work the firm would perform on the contract. As a condition of the agreement between the parties, the firm awarded the contract will be required to report DBE participation efforts listing (1) all certified DBE subconsultants who will be working on the Project, including work performed by firm’s own forces if firm is a DBE and (2) the estimated amount of dollars that will be paid to any DBE subconsultant providing services. This information will be reported on a

mailto:[email protected]


form to be provided by TAA. In addition, firm must provide written confirmation from each DBE of its participation in the firm’s work. Firm will be required to track all payments to DBEs working on the Project. At the completion of the Project, firm will be required to complete and submit a final certification of payments to DBE firms on a form to be provided by TAA. PROPOSAL REQUIREMENTS 1. Ray Valdez reminded the firms to carefully review the SOQ requirements described in Section IV on page 6. 2. Respondents should review the insurance requirements on page 5 of the RFQ to confirm that they can comply. 3. Respondents are to provide complete OSHA 300A Summary of Work Related Injuries and Illnesses along with your Workers Compensation Experience Modifier Rate. These documents will not be counted towards the 20 page limit. SOQs submitted without these required documents will not be considered. 4. Client references provided in the SOQs should not include TAA. 5. Failure on the part of a Respondent to provide any portion of the required documentation may be cause for rejection of the SOQ. In the event of any conflict between any of the SOQ documents, resolution thereof shall be at TAA's sole discretion. 6. SOQs are due on or before 2:00 pm local Tucson time on Wednesday, August 26, 2020 at TAA’s Administration Building, and must be time stamped by the receptionist to record TAA’s receipt of the SOQ. SOQs submitted after that time may not be accepted. 7. One (1) original and six (6) copies of the SOQ should be submitted to TAA and should be clearly labeled with the project title and the Respondent’s name and addressed to the attention of Ray Valdez. SOQs can be submitted in-person, via UPS or FedEx. TAA is also requesting that one pdf be submitted electronically to DropBox (https://www.dropbox.com/request/7yv5tfryJiGqCdm8jULe). Both the hard copies and the DropBox submittal must be received by 2:00 pm, Wednesday, August 26, 2020. 8. SOQs may be withdrawn either personally or by written request any time before the scheduled date and time of receipt. SELECTION PROCESS (insert method)

1. TAA is conducting a selection process in accordance with the requirements of Title 34 A.R.S. to select one firm to provide CMAR/construction services for the project listed in the RFQ. 2. SOQs from interested firms will be evaluated by an in-house Selection Committee, which will rank the SOQs based on qualifications only and select three to five Respondents to be short-listed. All Respondents will be notified as to which firms have been selected for the short-list. 3. The short-listed Respondents will be interviewed by the Selection Committee in person or via WebEx.

https://www.dropbox.com/request/7yv5tfryJiGqCdm8jULe


4. The Selection Committee will prepare a final ranking of the short-listed firms, which shall be submitted to the TAA Vice President of Planning & Engineering Department for final review and selection of the highest ranked Respondent. SCOPE OF WORK

1. Project Director provided a briefing of the project.

DISCUSSION:

The floor was opened to questions and answers and discussion followed. The following questions were presented: Q. When are you anticipating that construction will begin? A. Construction shall begin upon completion of the design. Q. Is wet fire sprinkler system water or foam? A. The fire sprinkler system shall be water. Q. Can the bridging documents be posted with the Addendum A. We are providing the attached bridging documents for informational purposes only. Specifics regarding the design will be a collaboration between the awarded firm and the design professional. Proposers should not be overly concerned about what is contained in the bridging documents and should provide TAA with their technical approach to a CMAR construction project Q. Is the existing Aero Hanger to be demolished and/or is the EDF currently built or will be built as part of this project? A. The existing Hanger demolition is not in the scope of this project. Q. B.2. Location of principal office - is this corporate, district or local permanent office we will use? A. Please include the principal office that will be responsible for this project. Q. Is the old hangar demolition part of this scope? A. No, the demolition of the existing hanger will not be part of this scope. Q. Does the $8M include preconstruction costs, or is that a separate budget?


A. The estimate of $8M does include the pre-construction costs. Q. B.2. % staff local - is local AZ, County or Tucson? A. Firms (including staff) do not need to be located within a certain geographical area; DBE Certification pertains to a firm being certified in the State of Arizona as a DBE certified firm. Q. What is the expectation for filling out the DBE form at this time? Since the subs need to be procured under ARS statute and subs selected as a team (while meeting the DBE goal) it would be unproductive to fallout the DBE utilization form at this time. We can commit to a good faith effort to meet the goal. A. The DBE forms should be completed and submitted for anticipated pre-construction costs only. The construction DBE form shall be completed at a later date. Q. Is the wet pipe system a High Expansion foam system? A. It is a wet pipe system only, not a high expansion foam system. Q. Please clarify the Statement "Contract maximum total of five (5) years depending upon funding availability and program needs." Will this be phased or extend for that long of a period of time? A. TAA intends to begin construction as soon as possible after the design is completed, based on funding. The contract can extend up to five (5) years if funding is not readily available. Q. Do WBE's count toward DBE goal? A. No, sole WBE firms (not DBE firms) will not count towards the goal. Q. Item E states that the submitter’s Quality Control Plan must be provided to TAA for approval and acceptance prior to beginning any work. There is no request here for a summary of that plan. Is that the intent of this section? A. Submitters shall submit their recommended Quality Control Plan. This plan may be negotiated with the successful contractor. Q. Is there any aircraft parking apron associated with this project? A. Yes, there is an aircraft parking apron in front of the hangar area.


Q. What information do you want to see in our SOQ about #E, the Quality Control Plan? A. We want to see what your recommendations are for a quality control plan. Please submit your recommendations. Q. Item H - No Price or Cost Information - Just to confirm, no dollar amounts are expected in the SOQ so this item does not get addressed in the proposal? A. Correct, contractors shall not submit price or cost information with their submittal. Q. Will you be answering questions that had been sent in via e-mail before today’s call? A. Yes, all other questions submitted via email have been listed and answered in Addendum #1. Attendees were reminded that the last day for questions was Monday, August 17, 2020 by 2:00 pm and the SOQ due date and time is Wednesday, August 26th, 2020 by 2:00 pm. The conference adjourned at 10:38 a.m. Attendees were invited to conduct a site visit on their own. The above is intended to be a summary of the proceedings as recalled by Ray Valdez. The proceedings were tape-recorded and the tape is on file in the TAA’s Planning & Engineering Department. cc: File A

Tucson Airport Authority

7250 S. Tucson Blvd, Ste. 300

Tucson, AZ 85756

(520) 573-8100

Date: August 5, 2020 Time: 10:00 a.m Location:

PHONE

Ray Valdez TAA (520) 573-4871 [email protected]

David Moore TAA (520) 573-5116 [email protected]

Veronica Ruiz-Ronquillo TAA (520) 573-4892 [email protected]

Mike Smejkal TAA (520) 573-4856 [email protected]

Kathy Myers TAA (520) 573-4823 [email protected]

Mark Koester Stantec Consulting [email protected]

Jessica Bateman RYTAN Construction [email protected]

Leslie West AE Marketing Inc. [email protected]

Andy Platt Agate Construction [email protected]

Dan Smith AvAirPros [email protected]

Riley Rasmussen Barker Contracting [email protected]

Jennifer Mohs BFL [email protected]

Dena Curnow BFL Construction [email protected]

Andrew Krogman BlueScope Construction [email protected]

NAME ORGANIZATION EMAIL ADDRESS

ATTENDANCE SIGN IN SHEET

10119108 ANG-ECF Hangar in Kind Replacement

Pre-Submittal Conference - WebEx


mailto:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]



Tucson, AZ 85756

(520) 573-8100


PHONENAME ORGANIZATION EMAIL ADDRESS





Jerry Morgan Brasfield & Gorrie [email protected]

John Hall Brasfield & Gorrie [email protected]

Tim Kozain Brasfield & Gorrie [email protected]

Andrew Pierson Centrex Constuction [email protected]

Kevin Riley Darling Geomatics (520) 298-2725 [email protected]

David Landis DPR Construction [email protected]

Matthew Thrower DPR Construction [email protected]

Kenny Shepherd Haydon Building Corp (602) 339-0675 [email protected]

Stephanie Tuttle Haydon Building Corp [email protected]

Bill Sanders Hensel Phelps [email protected]

Brian Earnst Hensel Phelps [email protected]

Jeff Stoddard Hensel Phelps [email protected]

Rosemary Middleton Hensel Phelps [email protected]

Pete McGhee IMEG [email protected]

mailto:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]



Tucson, AZ 85756

(520) 573-8100







Michael Hunter JE Dunn [email protected]

Bonnie Wayland Johnson Carlier [email protected]

Kevin Kwake Johnson Carlier [email protected]

Laura Shivers Johnson Carlier [email protected]

Rhonda Zayas Johnson Carlier [email protected]

Michele Fulkerson Kappcon Inc [email protected]

Joseph Beeman Lawrence Construction [email protected]

Shannon Murray Lloyd Construction [email protected]

Matthew Seery MW Morrissey Construction [email protected]

LaMonte Forgays Q&D Construction [email protected]

Josh Marks Rider Levett Bucknall [email protected]

Walter Hoge Rio West Inc. [email protected]

Brad Hoge Rio West Inc. [email protected]

Brent Gettinger Steadfast [email protected]

mailto:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]



Tucson, AZ 85756

(520) 573-8100







Elizabeth Tipton Steadfast [email protected]

Jason Lopez Sturgeon Electric [email protected]

David Ollanik Sundt Construction [email protected]

Ian McDowell Sundt Construction [email protected]

Mike Hill Sundt Construction [email protected]

Samantha Hopkins Sundt Construction [email protected]

Anthony Jeffers

Christian

Hal White

Ivana Buljubasic

Jake Parduhn

Joe Malisewski

Laura Nichols

Marcy Irwin

mailto:[email protected]:[email protected]:[email protected]:[email protected]:[email protected]

Stantec Project Number:

Client Project Number: 10119108

The professional's seal on the cover sheet represents that the information on the cover sheet is accurate in designer's professional opinion but does not assume professional responsibility for documents sealed by others that are referenced on the cover sheet. All professionals sealing drawings as a part of the design are professionally responsible for their own sealed documents.

BRIDGING DOCUMENTS

10/25/2019

ANG-ECF HANGAR REPLACEMENT

181710627

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GENERAL NOTES

1 THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS AND ARE NOTSPECIFIC TO ANY ONE DISCIPLINE.

2 IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OFALL SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH REQUIREMENTS OF THECONTRACT BEFORE COMMENCING CONSTRUCTION, AND ASSURE THAT ALL PARTIES AREAWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR INTHE CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.

3 THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BYTHE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE CROSSREFERENCE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BEDISTRIBUTED OR UTILIZED BY THE CONTRACTOR.

4 THE DRAWINGS AND SPECIFICATIONS ESTABLISH MINIMUM REQUIREMENTS FOR THEDESIGN AND CONSTRUCTION OF THE PROJECT.

5 ARCHITECT IS NOT RESPONSIBLE FOR ACCURACY OF EXISTING CONDITIONS SHOWN INTHESE DOCUMENTS. GC SHALL CONTACT ARCHITECT IMMEDIATELY IF ANYDISCREPANCIES OCCUR IN THE FIELD.

6 THE CONTRACTOR SHALL IDENTIFY AND NOTIFY IN WRITING TO THE ARCHITECTCONFLICTS BETWEEN THE WORK OF DIFFERENT PARTIES, AND DISCREPANCIES BETWEENTHE DOCUMENTS AND THE ACTUAL CONDITIONS AT THE EARLIEST POSSIBLE DATE SO ASTO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVEDWITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THECONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT ANDOWNER PRIOR TO PROCEEDING.

7 THE GENERAL NOTES, SYMBOLS AND DEFINITIONS APPLICABLE TO EACH DISCIPLINE CANBE FOUND AT THE FRONT OF EACH DISCIPLINE’S SET OF DRAWINGS AND IS LISTED ASPART OF THE OVERALL PROJECT INDEX OF DRAWINGS.

8 BASIC FIRE PROTECTION AND EXITING CONCEPTS ARE ILLUSTRATED BY THE LIFE SAFETYAND CODE PLANS ON THE ‘G’ SERIES SHEETS. THE CONTRACTOR SHALL BE FAMILIAR WITHREQUIREMENTS AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH REFERENCED FIRERATED ASSEMBLY TESTS AND STANDARDS.

9 THE ARCHITECTURAL DRAWINGS ESTABLISH, COORDINATE, AS WELL AS TAKEPRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL EXPOSEDELEMENTS OF THE WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATEDPRIMARILY ON DRAWINGS OF OTHER DISCIPLINES.

10 THE DRAWINGS MAY MAKE REFERENCE TO AND/OR ILLUSTRATE ITEMS WHICH ARE NOTPART OF THE WORK OF THE CONTRACT. THESE ‘NOT IN CONTRACT’ ITEMS AS INDICATEDARE REFERENCED AND/OR ILLUSTRATED FOR THE CONTRACTORS REFERENCE,INFORMATION AND COORDINATION ONLY.

11 THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL APPLICABLE LAWS, CODES,REGULATIONS AND ORDINANCES OF THE PLACE (CITY, COUNTY,DISTRICT, AND STATE)WHERE THE PROJECT IS LOCATED.

12 THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SIMILAR RELEASESREQUIRED FOR THE CONSTRUCTION AND OCCUPANCY OF THE PROJECT. THECONTRACTOR SHALL FURNISH COPIES OF ALL SUCH ITEMS TO THE OWNER ANDARCHITECT WITHIN 10 DAYS OF RECEIPT OF SUCH ITEMS. IF PERMITS ARE ISSUEDSUBJECT TO CERTAIN CONDITIONS OR REVISIONS TO THE WORK OR IF PERMITS AREDELAYED FOR ANY REASON, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNERAND ARCHITECT.

13 THE CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED INSPECTIONS OFWORK, INCLUDING THAT PERFORMED BY OWNER. CONTRACTOR SHALL REGULARLYUPDATE OWNER AND ARCHITECT REGARDING THE STATUS OF INSPECTIONS.

14 THE CONTRACTOR SHALL TAKE PRECAUTIONS TO MAINTAIN AND PROTECT NEW WORK ASWELL AS EXISTING SYSTEMS AND ELEMENTS WHICH ARE TO REMAIN. ANY DAMAGE TOSUCH SYSTEMS AND ELEMENTS SHALL BE IMMEDIATELY REPAIRED IN A MANNERACCEPTABLE TO THE ARCHITECT. IF SATISFACTORY REPAIRS CANNOT BE MADE, THECONTRACTOR SHALL REPLACE SYSTEMS AND ELEMENTS WITH NEW PRODUCTSACCEPTABLE TO THE ARCHITECT. ALL REPAIRS AND REPLACEMENT COSTS SHALL BE THEFINANCIAL RESPONSIBILITY OF THE CONTRACTOR.

15 THE CONTRACTOR SHALL COORDINATE ALL WORK WITH APPLICABLE UTILITY PROVIDERS.

16 THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZES WITH MECHANICALSUB-CONTRACTOR AND NOTIFY ARCHITECT WITH DISCREPANCIES IN THE FIELD.

17 THE DRAWINGS SHALL NOT BE REPRODUCED FOR SUBMITTALS. DRAWINGS OR PORTIONSTHEREOF USED FOR SUBMITTALS WILL BE REJECTED AND RETURNED TO THECONTRACTOR WITHOUT THE APPROVAL OF THE ARCHITECT.

18 THE CONTRACTOR SHALL PROVIDE AND COORDINATE ALL BLOCK-OUTS, SLEEVES,INSERTS, BOLTS, PLATES, ETC. FOR ALL TRADES PRIOR TO PLACING CONCRETE ORMASONRY.

19 THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS, METHODS ANDSEQUENCES OF CONSTRUCTION.

20 THE CONTRACTOR SHALL PROMPTLY REMOVE AND PROPERLY DISPOSE OF ALLCONSTRUCTION AND DEMOLITION DEBRIS. THE CONTRACTOR SHALL OBTAIN APPROVALOF OWNER FOR DETAILS RELATED TO ALL SITE ACCESS AND REMOVAL PLANS.

21 THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH OWNER’SPROCEDURES FOR MAINTAINING A SECURE SITE AND BUILDING.

22 EACH INSTALLER SHALL EXAMINE THE SUBSTRATE CONDITION AND/OR SITE CONDITIONSWHICH AFFECT THE QUALITY OF EACH PRODUCT TO BE INSTALLED. IF ANY CONDITIONSEXIST WHICH WILL HAVE A DETRIMENTAL EFFECT ON THE QUALITY OF THE INSTALLATION,THE INSTALLER SHALL IMMEDIATELY ADVISE THE CONTRACTOR. INSTALLATION SHALL NOTPROCEED UNTIL THE UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION OFPRODUCTS SHALL SIGNIFY ACCEPTANCE BY THE INSTALLER OF THE SUBSTRATECONDITIONS.

23 THE CONTRACTOR SHALL MAINTAIN A CURRENT/UPDATED RECORD SET OF DRAWINGS ONSITE AT ALL TIMES.

24 FOR THE PURPOSE OF PRICING/ESTIMATES, WHEN THERE IS A CONFLICT/DISCREPANCY INTHE DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL PRICE THE HIGHERCOST ITEM.

25 CONTRACTOR AND SUBCONTRACTOR SHALL NOT SCALE CONSTRUCTION DOCUMENTS.

26 ALL FINISH MATERIALS SHALL CONFORM TO I.B.C. FOR FLAME SPREAD AND SMOKEDEVELOPMENT, REFER TO SPECIFIC MATERIAL SPECIFICATION SECTION FOR ADDITIONALREQUIREMENTS.

27 THE CONTRACTOR SHALL COORDINATE INFORMATION THAT IS PART OF ONE OR MORESEPARATE BID PACKAGES WITH ADDITIONAL INFORMATION ISSUED IN THE BID PACKAGE.THE MULTIPLE BID PACKAGES SHALL CONSTITUTE A COMPLETE PROJECT.

28 THE CONTRACTOR SHALL COORDINATE ALL LOCATIONS AND SIZES OF HOUSEKEEPINGPADS WITH MECHANICAL AND ELECTRICAL SUB-CONTRACTORS.

29 TOUCH UP FIREPROOFING AT SUPPORT BEAMS/TRUSSES AS REQUIRED TO MEET FIREPROOFING REQUIREMENTS.

30 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A DUST BARRIER AT BASEBUILDING FACILITIES THROUGHOUT CONSTRUCTION.

31 THE CONTRACTOR SHALL PROTECT ALL EXISTING BASE BUILDING ELEMENTS.

ABBREVIATIONS

QT QUARRY TILE

QTY QUANTITY

R RADIUS / RISER

RA RETURN AIR

RB RUBBER BASE / RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCED STEEL BAR

REC RECESSED

REF REFERENCE / REFRIGERATOR

REINF REINFORCED / REINFORCEMENT

REM REMOVE

REQD REQUIRED

REV REVISION

RGD INS RIGID INSULATION

RH RIGHT HAND

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RP REFERENCE POINT

RTG RATING

RTU ROOF TOP UNIT

RVL REVEAL

S SOUTH

SALV SALVAGE

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE / SCHEDULED

SCHEM SCHEMATIC

SCP SCUPPER

SCWD SOLID CORE WOOD DOOR

SEC SECOND

SECT SECTION

SF SQUARE FOOT / SQUARE FEET / SUPPLY FAN

SGL SINGLE

SHT SHEET

SHT MTLFLASH

SHEET METAL FLASHING

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL / SMALL / SURFACE MOUNTED

SMACNA SHEET METAL AIR CONDITIONING CONTRACTOR'SNATIONAL ASSOCIATION

SPEC SPECIFICATION(S)

SPLY SUPPLY

SPRT SUPPORT

SQ SQUARE

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUCT STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SYMM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPERATURE / TEMPORARY

TERR TERRAZZO

THK THICK / THICKNESS

THRES THRESHOLD

THRU THROUGH

TMPD GL TEMPERED GLASS

TO TOP OF ____

TOC TOP OF CONCRETE / TOP OF CURB

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PARAPET / TOP OF PAVEMENT

TOS TOP OF STEEL / TOP OF SLAB

TOW TOP OF WALL

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UC UNDERCUT

UL UNDERWRITER'S LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

UTIL UTILITY

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WEST / WIDTH / WIDE

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WC WATER CLOSET / WALL COVERING

WD WOOD / WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WATER HEATER / WEEP HOLE

WP WATERPROOFING / WORKING POINT

WR WATER RESISTANT / WEATHER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

YD YARD / YARDS

ABBREVIATIONS

FL FLOW LINE / FLOOR LINE

FLR FLOOR / FLOORING

FLUOR FLUORESCENT

FR FRAME / FIRE RATED / FIRE RETARTANT

FT FOOT / FEET / FIRE TREATED / FULLY TEMPERED

FTG FOOTING

FURG FURRING

FURN FURNISH / FURNITURE

FUT FUTURE

FVC FIRE VALVE CABINET

GA GAGE

GAL GALLONS

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL / GENERATOR

GI GALVANIZED IRON

GL GLASS / GROUND LEVEL

GLZ GLAZING

GND GROUND

GYP BD GYPSUM BOARD

GYP SHTG GYPSUM SHEATHING BOARD.

HC HANDICAPPED ACCESSIBLE / HOLLOW CORE

HD HEAD / HEAVY DUTY

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT / HORSEPOWER / HIGH PRESSURE

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

ID INSIDE DIAMETER / INTERIOR DESIGN

IF INSIDE FACE / INTAKE FAN

IN INCHES

INCAND INCANDESCENT

INCL INCLUDING

INSTL INSTALL

INSUL INSULATE / INSULATION

INT INTERIOR / INTERNAL

INV INVERT

INV EL INVERT ELEVATION

J BOX JUNCTION BOX

JAN JANITOR

JAN CLO JANITOR CLOSET

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LT LIGHT

LTG LIGHTING

LVR LOUVER

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MO MASONRY OPENING

MOD BIT MODIFIED BITUMEN

MR MOISTURE RESISTANT

MS MOP SINK

MTD MOUNTED

MTL METAL

MULL MULLION

N NORTH

N/A NOT APPLICABLE

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NIC NOT IN CONTACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/O OUT TO OUT

OA OVERALL / OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER / OUTSIDE DIMENSION

OF OUTSIDE FACE

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/OWNER INSTALLED

OFF OFFICE

OH OPPOSITE HAND / OVERHEAD / OVERHANG

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

ORN ORNAMENTAL

ORS OVERFLOW ROOF SCUPPER

PAT PATTERN

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PERF PERFORATED

PERM PERMANENT

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER / PLASTIC

PLBG PLUMBING

PLY PLYWOOD

PNL PANEL

POL POLISHED

PR PAIR / PIPE RAIL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARATION

PROJ PROJECT

PT PAINT / PRESSURE TREATED

PT CONC POST TENSION CONCRETE

PTD PAINTED / PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

ABBREVIATIONS

AB ANCHOR BOLT

ACT ACOUSTICAL TILE

ADJ ADJACENT/ADJUSTABLE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATE NO.

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATELY

ARCH ARCHITECT

ASSY ASSEMBLY

AUTO AUTOMATIC/AUTOMATION

AVG AVERAGE

AWI AMERICAN WOODWORKING INSTITUTE

AWT ACCOUSTICAL WALL TREATMENT

B/B BACK TO BACK

BD BOARD

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BLST BALLAST

BM BEAM/BENCH MARK

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C / C CENTER TO CENTER

CAB CABINET

CB CATCH BASIN

CBB CEMEMTITOUS BACKER BOARD

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CUBIC FOOT / FEET

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTER FLASHING

CFMF COLD FORMED METAL FRAMING

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT / CONSTRUCTION JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CLT CLEAT

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONST CONSTRUCTION

CONT CONTINUE / CONTINUATION / CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COP COPING

CORR CORRIDOR

CPT CARPET

CSK COUNTER SUNK

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FOOT / CUBIC FEET

CU YD CUBIC YARDS

CW COLD WATER

D DEPTH / DEEP

DBL DOUBLE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DET DETAIL

DETN DETENTION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DMPF DAMPPROOFING

DN DOWN

DR DOOR / DRAIN

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL REFERENCE ELEVATION

EL EASEMENT LINE

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATOR / ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER / ENGINEERING

EOS EDGE OF SLAB

EPDM ETHYLENE PROPYLENE DIENE MONOMOR

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EST ESTIMATE

ETC ET CETERA

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED / EXPAND / EXPANSION

EXT EXTERIOR / EXTERNAL / EXTINGUISHER

F / F FACE TO FACE

F F EL FINISHED FLOOR ELEVATION

FA FIRE ALARM / FACE AREA / FRESH AREA

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDTN FOUNDATION

FDV FIRE DEPARTMENT VALVE CABINET

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF INSUL FOIL BACKED INSULATION

FH FIRE HYDRANT / FIRE HOSE

FHC FIRE HOSE CABINET

FIN FINISH

FIN GR FINISHED GRADE

FIXT FIXTURE

DRAWING LIST

NO. DRAWING NAME

GENERALG-000 COVER SHEETG-001 SHEET INDEX & GENERAL NOTESG-002 LIFE SAFETY & CODE INFORMATIONG-003 HANGAR LIFE SAFETY PLANS

CIVILC-001 SITE PLANC-002 UTILITY PLAN

ARCHITECTUREA-101 LEVEL 01 HANGAR FLOOR PLANA-102 MEZZANINE HANGAR FLOOR PLANA-105 HANGAR ROOF PLANA-121 LEVEL 01 HANGAR RCPA-201 OVERALL HANGAR ELEVATIONSA-301 HANGAR SECTIONS & WALL SECTIONSA-601 DOOR SCHEDULEA-611 WINDOW SCHEDULEA-621 FINISH SCHEDULE & FINISH PLANA-901 AXONOMETRICS

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4.3 AIR LEAKAGE INFILTRATION RATE .04 CFM/FT2

0 - 3.0% OF ROOF U-0.65, SHGC-0.35

SKYLIGHT

PF ≥ 0.5, N ORIENTATION SHGC-0.40

PF ≥ 0.5, SEW ORIENTATION SHGC-0.40

0.2 ≤ PF < 0.5, N ORIENTATION SHGC-0.37

0.2 ≤ PF < 0.5, SEWORIENTATION

SHGC-0.30

PF < 0.2, N ORIENTATION SHGC-0.33 9.0 ENERGY EFFICIENCY SEE INTERNATIONAL ENERGY CONSERVATION CODE

PF < 0.2, SEW ORIENTATION SHGC-0.25

ENTRANCE DOORS U-0.83 SIGNAGE TO CONFORM TO REQUIREMENTS OF IBC CHAPTER 11.

OPERABLE U-0.65 BUILDING ACCESSIBLE ROUTE, ENTRANCES, FACILITIES, AND

FIXED U-0.50 8.0 ACCESSIBILITY

WINDOW FRAMES (IBC 907)

GLAZING DETECTION SYSTEMS

4.2 GLAZING VERTICAL FENESTRATION 7.4 FIRE ALARM SEE ELECTRICAL NARRATIVE

HEATEDR-7.5 FOR 12" BELOW + R-5 FULL

SLAB(IBC 906)

UNHEATED NO REQUIREMENT EXTINGUISHERS ADDITIONAL REQUIRED BY AIRCRAFT TOWING VEHICLES AND WELDING APPARATUS'

SLAB ON GRADE 7.3 PORTABLE FIRE AT EXIT LOCATIONS - MAX. TRAVEL DISTANCE TO EXTINGUISHER = 75'

METAL FRAMED R-13 + R-5ci (IBC 905)

METAL BUILDING R-13 + R-5ci 7.2 STANDPIPE SYSTEMS NOT REQUIRED

MASS R-5.7ci

WALLS (IBC 903)

SYSTEM

METAL BUILDINGS R-19 + R11 LS 7.1 AUTOMATIC SPRINKLER PROVIDED

4.1 OPAQUE THERMAL ROOFS

NFRC 100 SYSTEMS

IECC REQUIRED 7.0 FIRE PROTECTION

4.0 BUILDING ENVELOPE - CLIMATE ZONE 2B (IBC 714)

6.7 PENETRATIONS RATING AS REQUIRED FOR ASSEMBLY

(IBC 705) *PER IBC TABLE 705.8

PROTECTION (IBC 711)

3.9 OPENING *UNLIMITED UNPROTECTED OPENINGS ASSEMBLIES

6.6 HORIZONTAL NOT REQUIRED

X > 10 II-B

601 & 602) X (FEET) CONSTRUCTION (IBC 709)

(IBC TABLE DISTANCE = TYPE OF 6.5 SMOKE BARRIERS NOT REQUIRED

FIRE RATINGS SEPARATION

3.8 EXTERIOR WALL FIRE (IBC 708)

6.4 FIRE PARTITIONS 1 HOUR IF REQUIRED

ROOF CONSTRUCTION NON-COMBUSTIBLE 0 - HR

FLOOR CONSTRUCTION NON-COMBUSTIBLE 0 - HR

-INTERIOR NON-COMBUSTIBLE 0 - HR (IBC 713)

-EXTERIOR NON-COMBUSTIBLE 0 - HR 6.3 SHAFT ENCLOSURES NOT REQUIRED

NON-BEARING WALLS ANDPARTITIONS

- INTERIOR NON-COMBUSTIBLE 0 - HR (IBC 707)

- EXTERIOR NON-COMBUSTIBLE 0 - HR 6.2 FIRE BARRIERS NOT REQUIRED

(IBC TABLE 601) BEARING WALLS

RATINGS STRUCTURAL FRAME NON-COMBUSTIBLE 0 - HR (IBC 706)

3.7 FIRE RESISTANCE ELEMENT MATERIAL RATING 6.1 FIRE WALLS NOT REQUIRED

CONSTRUCTION

70,000 SF FOR S-1 6.0 FIRE-RESISTANT

ALLOWED: 92,000 SF FOR B

(IBC 1020.4) *With Sprinkler System

DISTANCE

S-1 32,087 CORRIDOR B & S-1 *50'

B 2,010

(IBC 506) PROPOSED: 34,097 5.10 DEAD END OCCUPANCY MAX. DISTANCE

3.6 BUILDING AREA GROSS SQ. FT.

*With Sprinkler System

*MEZZANINE IS CONSIDERED A PORTION OF STORY BELOW (PER IBC 505.2)

*WITH AUTOMATIC SPRINKLER SYSTEM (PER IBC 504.3)

ALLOWED: *75' 3 (IBC TABLE 1020.1) B & S-1 *0

(IBC 504) PROPOSED: 49' - 6 1/4" 1 RATING OCCUPANCY RATING

3.5 BUILDING HEIGHT FEET STORIES 5.9 CORRIDOR FIRE FIRE-RESISTANCE

(IBC 602) (IBC TABLE 1020.2) NOT LESS THAN 36" SERVING OCCUPANT LOAD OF LESS THAN 50

CONSTRUCTION II-B NON-COMBUSTIBLE MATERIALS 5.8 CORRIDOR WIDTH NOT LESS THAN 44"

3.4 TYPE OF TYPE

(IBC 1009.1 & 1011.2) *Stairways serving an occupant load of less than 50 shall have a width not less than 36"

(IBC TABLE 508.4) 5.7 STAIR WIDTH 44" MINIMUM CLEAR WIDTH*

SEPARATION B & S-1 0 HOURS *With Sprinkler System

3.3 OCCUPANCY OCCUPANCY HOURS

B & S-1 150*0.2=30" 150*0.2=30"

(IBC 302.1) PROPOSED:

CLASSIFICATION STORAGE (AIRCRAFT HANGAR STORAGE AND REPAIR) S-1

OCCUPANCY BUSINESS B B & S-1 *0.2 0.2

3.2 BUILDING USE & USE GROUP (IBC 1005.3) OCCUPANCY STAIRWAYS COMPONENTS

5.6 EGRESS WIDTHS OTHER EGRESS

- METAL STUD AND GYPSUM BOARD FRAMED WALLS WITH ACOUSTICAL PANEL CEILINGS; FINISH FLOORS IN SELECT AREAS

DESCRIPTION - SINGLE STORY PRE-FABRICATED BUILDING, INSULATED STEELBUILDING WITH CORRUGATED METAL SIDING AND ROOF ALLOWED: 136'-6" MINIMUM

3.1 BUILDING HANGAR BAY FACILITY WITH OFFICES AND SHOP SPACE PROPOSED: 164'

(IBC 1007.1.1) BETWEEN EXITS

3.0 BUILDING 5.5 EXIT SEPARATION DISTANCE

(IBC 1108.2.2.1) ALLOWED: 1 - 500 2

2.2 PARKING DATA STANTEC CIVIL TEAM TO PROVIDE PROPOSED: 116 6

(IBC TABLE 1006.3.1) OCCUPANTS OF EXITS

5.4 NUMBER OF EXITS MIN. NUMBER

LINES *With Sprinkler System

2.1 DISTANCE TO LOT STANTEC CIVIL TEAM TO PROVIDE (IBC TABLE 1006.2.1) S-1 SEE L.S. PLANS *100'

TRAVEL B SEE L.S. PLANS *100'

2.0 SITE 5.3 COMMON PATH OF OCCUPANCY PROPOSED MAX. ALLOWED

JURISDICTION (IBC TABLE 1017.2) *With Sprinkler System, Based on S-1 Occupancy

HAVING TRAVEL DISTANCE ALLOWED: *250' MAXIMUM

1.4 AUTHORITY CITY OF TUCSON PLANNING AND DEVELOPMENT SERVICES 5.2 EXIT ACCESS PROPOSED: SEE LIFE-SAFETY PLANS

ICC/ANSI A117.1-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

INTERNATIONAL FUEL GAS CODE, 2018 EDITION; TUCSON AMENDMENTS

INTERNATIONAL FIRE CODE, 2018 EDITION; TUCSON AMENDMENTS TOTAL 31,897 116

INTERNATIONAL ENERGY CONSERVATION CODE, 2018 EDITION; TUCSON AMENDMENTS

INTERNATIONAL MECHANICAL CODE, 2018 EDITION; TUCSON AMENDMENTS

INTERNATIONAL PLUMBING CODE, 2018 EDITION; TUCSON AMENDMENTS B 2,845 150 19

1.3 CODES IN EFFECT INTERNATIONAL BUILDING CODE, 2018 EDITION; TUCSON AMENDMENTS S-1 29,052 300 97

AREA NAME AREA (NSF) FACTOR OCCUPANTS

1.2 SITE ADDRESS TUCSON INTERNATIONAL AIRPORT; TUSCON, ARIZONA (IBC TABLE 1004.1.2) LOAD

5.1 OCCUPANT LOADS OCCUPANT

1.1 OWNER TUCSON AIRPORT AUTHORITY

EGRESS

1.0 GENERAL 5.0 LIFE SAFETY -

BUILDING CODE DATA - ANG-ECF HANGAR

1/2" = 1'-0"G-002A4 VICINITY MAP

NOT TO SCALE

SITE

2 + 1 Urinal (Mens) 3 (Womens) 2 (Mens) 2 (Womens) 1

(58 OL/sex) 2:50 + 8/50 = 2.16/sex 58/40 = 1.45/sex 58/100 = 0.58

B 1:25 for first 50 and 1:50 for the remainder 1:40 for first 80 and 1:80 for the remainder 1:100

Provided 1 (Mens) 1 (Womens) 1 (Mens) 1 (Womens) 1

Required 0.40 + 0.49 = 0.89/sex 0.25 + 0.49 = 0.74/sex 0.19 + 0.097 = 0.287

(49 OL/sex) 49/100 = 0.49/sex 49/100 = 0.49/sex 97/1000 = 0.097

S-1 1:100 1:100 1:1000

(10 OL/sex) 10/25 = 0.40/sex 10/40 = 0.25/sex 19/100 = 0.19

B 1:25 for the first 50 and 1:50 for the remainder 1:40 for the first 80 and 1:80 for the... 1:100

Male & Female Male & Female

FOUNTAINS

OCCUPANCY WATER CLOSETS LAVATORIES DRINKING

RE

F

AREA

DIA

GONA

L

EX

IT T

RA

VE

L D

IST

AN

CE

A

EX

IT T

RA

VE

L D

IST

AN

CE

B

CO

MM

ON

PA

TH

A

EX

IT T

RA

VE

L D

IST

AN

CE

C

EXIT TRAVEL DISTANCE D

UP

CODE LEGEND

PHASING LEGEND

3

A B C D G J

2

F HE

4

8

1

5

6

7

9

AREA

OLF

OCC

1901

S-1

ASSEMBLY QA

6

300

AREA

OLF

OCC

800

S-1

AVIONICS LAB

6

150

AREAOLF

OCC

56

S-1

WATER

1

300

AREAOLF

OCC

104

S-1

MECH

1

300

AREA

OLF

OCC

64

S-1

ELEC

1

300

AREA

OLF

OCC

62

S-1

TELECOM

1

300

AREA

OLFOCC

22729

S-1

HANGAR BAY

45500

AREA

OLF

OCC

59

S-1

COMP

1

300

AREA

OLF

OCC

143

S-1

DUST BOOTH

1

300

AREA

OLF

OCC

1921

S-1

STOCK ROOM

6

300

AREA

OLFOCC

364

S-1

PARTS ROOM

1300

AREAOLF

OCC

260

B

CUSTOMER OFFICE

2

150

AREA

OLFOCC

60

B

JANITOR CLOSET

1300

AREA

OLFOCC

641

B

BREAK ROOM

4150

AREA

OLFOCC

397

B

REPAIR STATION OFFICE

3150

AREA

OLFOCC

114

B

UNISEX RR

250

AREA

OLF

OCC

1367

S-1

SHEET METAL SHOP

4

300

AREA

OLF

OCC

288

S-1

PAINT BOOTH

1

300

AREA

OLFOCC

2219

S-1

GROUND SUPPORT

7300

AREA

OLFOCC

178

B

WOMENS RR

350

AREA

OLFOCC

177

B

MENS RR

350

FE FE

FE

FE FE

FE

FE

FE

FE

AREA

OLFOCC

182

B

LOCAL ENGINEERING OFFICE

4150

FE

FE

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

3 HOUR FIRE BARRIER

4 HOUR FIRE BARRIER

EXIT ACCESS TRAVEL PATH

MAX BLDG DIAG

MAX COMMON PATH OF EGRESS

BUILDING DIAGONAL

OCCUPANCY CLASSIFICATION

AREA

OCCUPANCY LOAD FACTOR

NUMBER OF OCCUPANTS

ASSEMBLYA-3

AREA 528 SF

OLF15

OCC 36

FIRE EXTINGUISHER CABINET

74 OCCUPANT EGRESS LOAD

FIRE EXTINGUISHERFE

FEC

FIRE ALARM CONTROL PANEL

FACP

PROPOSED WALL FOR FUTURE EXPANSION (NOT IN CONTRACT)

PROPOSED DOOR FOR FUTURE EXPANSION(NOT IN CONTRACT)

G JH

4

8

5

6

7

9

AREA

OLFOCC

2369

B

FUTURE OFFICES

20150

3000

The

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Title

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Project No.:

Con

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Scale:

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9108

ANG

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181710627

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As indicated

G-003

100%

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HANGAR LIFE SAFETYPLANS

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EGRESS ACCESS

CODE TRAVEL NAME CODE DISTANCES

AREA DIAGONAL 273'-2"

COMMON PATH A 97'-6"

EXIT TRAVELDISTANCE A

154'-10"

EXIT TRAVELDISTANCE B

228'-2"

EXIT TRAVELDISTANCE C

94'-7"

EXIT TRAVELDISTANCE D

126'-4"

1/16" = 1'-0"G-003A4 LEVEL 01 HANGAR LIFE SAFETY PLAN

1/16" = 1'-0"G-003C4 MEZZANINE HANGAR LIFE SAFETY PLAN (FUTURE)

NORTH

NORTH

© 2019 Microsoft Corporation © 2019 DigitalGlobe ©CNES (2019) Distribution Airbus DS

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PRELIMINARYNOT FOR

CONSTRUCTIONNot for permits, pricing or other officialpurposes. This document has not been

completed or checked and is for generalinformation or comment only.

Revis

ion

ByAp

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M.D

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M.D

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YYYY.MM.DDDsgn. Chkd.Dwn.BSH JWWBSH 2019.10.18

Tusc

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Project No.:

Con

sulta

nt

Scale:

1011

9108

ANG

-EC

FHA

NGAR

REP

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EMEN

T(B

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181710627

N

CENTERLINE TAXILANE (ADG III)

EDGE OF TAXILANEEXISTING SOLARARRAY FENCEPROTECT IN PLACE

EXISTING AOA FENCETO BE REMOVED

SIDA GATE 79

MATCH INTOEXISTING TAXIWAY

TAXIWAY C

HANGAR

NEW DPSHANGAR

AERO PARK DRIVE

EXISTING AOA FENCEPROTECT IN PLACE

EXISTING DRAINAGESWALE

3

4

NEW 24' DOUBLESWING GATE

RAYTHEON

DETENTION BASIN

NEW AOA FENCE(27' CLEAR)

3

NEW APRON PAVEMENT SECTION(SEE GEOTECHNICAL REPORT)

NEW TAXILANE PAVEMENT SECTION(SEE GEOTECHNICAL REPORT)

TRENCH DRAIN AT HANGAR DOOR -DRAIN TO SAND/OIL SEPARATOR

NEW STABILIZED DECOMPOSEDGRANITE TRUCK TURN AROUND(SEE GEOTECHNICAL REPORT)

NEW CONCRETE PAD

NEW 36" PIPE (4) CULVERT WITHHEADWALL (AIRCRAFT RATED)

NEW AOA FENCE

AOA FENCE CROSSES THE EXISTINGDRAINAGE WAY

NEW DRAINAGE CHANNEL

NEW PARKING LOT PAVEMENT(SEE GEOTECHNICAL REPORT)

NEW DELIVERY ROAD PAVEMENT(SEE GEOTECHNICAL REPORT)

NEW CONCRETE SIDEWALK

NEW CONCRETE LOADING PAD

NEW MICROWAVE TOWER LOCATION(BY OTHERS)

2

1

4

5

5

6

7

8

9

10

6

2

8

10

7

7

12

11

12

13

13

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C - 00100 00 ofSheet:

SITE PLAN

1" = 50'

11

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. DO

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PRELIMINARYNOT FOR

CONSTRUCTIONNot for permits, pricing or other officialpurposes. This document has not been

completed or checked and is for generalinformation or comment only.

Revis

ion

ByAp

pdYY

YY.M

M.D

DIss

ued

ByAp

pdYY

YY.M

M.D

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2 3 4 5

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D

YYYY.MM.DDDsgn. Chkd.Dwn.BSH JWWBSH 2019.10.18

Tusc

on In

tern

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nal A

irpor

t

Project No.:

Con

sulta

nt

Scale:

1011

9108

ANG

-EC

FHA

NGAR

REP

LAC

EMEN

T(B

RIDG

ING

DO

CUE

MEN

TS)

181710627

N

CENTERLINE TAXILANE (ADG III)

EDGE OF TAXILANEEXISTING SOLARARRAY FENCEPROTECT IN PLACE


SIDA GATE 79

MATCH INTOEXISTING TAXIWAY

TAXIWAY C

HANGAR

NEW DPSHANGAR

AERO PARK DRIVE

EXISTING AOA FENCEPROTECT IN PLACE

EXISTING DRAINAGESWALE

3

RAYTHEON

DETENTION BASIN

NEW WATER MAIN (SIZE ASSHOWN)

NEW WATER SERVICE LINE WITHMETER

NEW FIRE HYDRANT

NEW 4" BCS

NEW 8" STORM SEWER LINEFROM TRENCH DRAIN

NEW SAND/OIL SEPARATOR

NEW ELECTRICAL PME

NEW ELECTRIC TRANSFORMER

NEW ELECTRIC CONDUIT BANK1-4" TO TRANSFORMER2-6" STUBS ACROSS TAXILANE

NEW 18" STORM DRAIN PIPE TODISCHARGE STRUCTURE

NEW 4" FIRE SERVICE TO FIRERISER ROOM

NEW PRIVATE MANHOLE

2

7

8

6

5

4

3

2

1

9

1

1

3 4

5

10

6

7

8

9

9

10

C - 00200 00 ofSheet:

UTILITY PLAN

1" = 50'

1

11

11

12

12

9

AutoCAD SHX TextE

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AutoCAD SHX TextE

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RE

F

UP

A4A-201

B2 A-20

1

D4A-201

B4 A-20

1

3

A B C D G J

2

F HE

4

8

1

5

6

7

9

A-301D4_______

A-301A4_______

104SHEET METAL SHOP

102GROUND SUPPORT

101STOCK ROOM

107HANGAR BAY

108TELECOM/SECURITY

109ELEC 111

MECH

112RISER

116AVIONICS LAB

117PARTS ROOM

118LOCAL ENGINNERING OFFICE

121CUSTOMER OFFICE

122BREAK ROOM

124UNISEX RR

103PAINT BOOTH

105DUST BOOTH

106COMP

119JANITOR

123REPAIR STATION OFFICE

13' -

0"

16' -

0"

104B

105

103

104A

102B

101B

102A

101A

101C

107B

107C

123

118

119

121

124

117B

113B

113C

113A

108

109

111 112

104C

106

102C

107A

113ASSEMBLY QA

114WOMENS RR

115MENS RR

SS

TELECOM ELEC

CONDENSATE COLLECTION

FOR SS

27' - 3 1/4" 12' - 11" 10' - 6 1/2" 61' - 4" 61' - 4" 10' - 6 1/2" 12' - 11" 27' - 3 1/4"224' - 1 1/2"

1' - 2

1/2"

26' -

2"26

' - 2"

26' -

2"26

' - 2"

26' -

2"26

' - 2"

1' - 2

1/2"

159'

- 4 1/

2"

114

116

10.03

08.05

08.05

08.05

08.05

08.05

13.01

22.03

22.08

22.11

22.09

10.10

08.05

22.12

22.09

22.09

22.07

22.0722.07

22.10

22.04

22.1122.11

22.1122.11

08.15

125B

117A

115

OWS

50' - 8 3/4" 122' - 8" 50' - 8 3/4"

08.01

08.01

08.01

08.01

08.01

22.02

08.01

08.01

08.01

08.01

08.01

08.01

08.0108.01

08.01

08.01 08.01 08.0108.01

08.01

08.01

113D

08.05

08.01

08.01

08.01

08.01

08.01

10.01

08.01

01.01

01.01

01.01

10.07

10.07

10.07

10.07

10.07

10.0710.07

10.07

10.07

10.07

10.07

10.07

07.03

07.03

07.03

07.03

07.04

07.04

07.04

07.04

W04

W03

W02

W01

W05

WA02

WA02 WA02

WA02

WA02

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

A4A-611

C3 A-61

1C4 A-61

1B2 A-61

1

BL

BL

BL

BLCONDENSER

PAD

03.03

10.13

ENTRY CORRIDOR125

27.01

125A

WA01

WA01

13.02

WA01

WA01

WA01

WA01

WA01

WA01

WA01

WA01 WA01

WA01

WA01

WA01

WA01

WA01

WA01

WA01

WA01 WA01

WA01

WA01

WA01

WA01

WA01

WA01

WA01

WA01

40' - 5" 10' - 2 3/4" 3' - 0" 116' - 11" 3' - 0" 10' - 7 1/4" 19' - 7 3/4" 20' - 3 3/4"

32' -

10 3/

4"3'

- 0"

55' -

10 3/

4"10

' - 0"

14' -

2 3/4"

10' -

0"33

' - 4 1

/4"

8' - 8

"3'

- 0"

23' -

3"3'

- 0"

17' -

2 1/2"

3' - 0

"34

' - 0 1

/2"12

' - 0"

10' -

5 1/2"

6"11 1/

4"4'

- 2"

2' - 9

3/4"

8' - 0

"4'

- 4 3/

4"20

' - 0"

3' - 1

1 1/4"

24' - 0"

10' - 0"

12' -

2 3/4"

36' -

8 3/4"

20' -

9"20

' - 10

3/4"

13' -

9 1/4"

9' - 3

"8'

- 6 1/

4"11

' - 5 1

/2"3'

- 10"

22' -

0"

CLEA

R5'

- 5 1/

2"CL

EAR

7' - 1

1"

CLEAR8' - 5"

2' - 1 1/4"CLEAR

17' - 2 3/4"

CLEA

R9'

- 0"

2' - 2

"CL

EAR

9' - 0

"

20' - 6 3/4" 7' - 3 1/4" 12' - 1 1/2"

12' - 5 1/4" 15' - 0" 13' - 0" 10' - 3 3/4" 122' - 8" 10' - 9 1/4" 12' - 10" 5' - 10" 6' - 0" 9' - 6" 5' - 9 1/2"

WA01WA01

The

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ny p

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Permit/Seal

File Name: N/A

Title

PRELIMINARY

NOT FOR



Revi

sion

ByAp

pdYY

YY.M

M.D

DIss

ued

ByAp

pdYY

YY.M

M.D

D

1

A

2 3 4 5

B

C

D


TUC

SON

INTE

RNAT

IONA

L AIR

PORT

Project No.:

Con

sulta

nt

Scale:

1011

9108

ANG

-EC

F HA

NGAR

REP

LAC

EMEN

T (B

RIDG

ING

DO

CUE

MEN

TS)

181710627

10/2

4/20

19 1

2:42

:41

PM

1" = 10'-0"

A-101

100%

BRI

DG

ING

DO

CUM

ENTS


LEVEL 01 HANGARFLOOR PLAN

Stan

tec

Arch

itect

ure

Inc.

1050

17t

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200

Den

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CO

802

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Tel:

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) 295

-171

7 •

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w.st

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m

1" = 10'-0"A-101A4 LEVEL 01 HANGAR FLOOR PLAN

FLOOR PLAN NOTES

1 SEE SHEET G-001 FOR GENERAL NOTES, ABBREVIATIONS, ANDANNOTATION SYMBOLS

2 UTILITIES SHOWN FOR REFERENCE ONLY3 STRUCTURAL FRAME TO BE SIZED BY PEMB MANUFACTURER4 INTERIOR DIMENSIONS ARE TAKEN FROM CENTERLINE GRID,

RIGHT SIDE OF STUD, OR FACE OF FINISH5 EXTERIOR DIMENSIONS ARE TAKEN FROM BUILDING LINE

(EXTERIOR FACE OF GIRT)6 MEZZANINE IS TO BE FRAMED FOR FUTURE EXPANSION7 ALL INTERIOR PARTITIONS UP TO DECK TO BE SUPPLIED WITH

SLIP-TYPE HEAD RUNNERS SIZED TO ACCOMODATE BUILDINGDEFLECTION

SHEET NOTES

01.01 TEMPORARY WALL - FUTURE DEMOLITION FOR USE OFMEZZANINE

03.03 DESIGN-BUILD TO SIZE CONDENSER PAD APPROPRIATELY05.01 STRUCTURAL STEEL FRAMING - REF: PEMB MFR07.03 SHEET METAL FLASHING AND TRIM - DOWNSPOUT; SHEET

FLOW ACROSS PARKING, REF: CIVIL07.04 SHEET METAL FLASHING AND TRIM - DOWNSPOUT; REF:

CIVIL08.01 HOLLOW METAL DOORS AND FRAMES08.05 OVERHEAD COILING DOOR08.15 HANGAR DOOR, SIX PANEL POCKETED W/MAN DOOR - REF:

DOOR SCHEDULE10.01 SAFETY STRIPING10.03 CHAIN LINK FENCE PARTITION10.07 FIRE EXTINGUISHERS - WALL MOUNTED WITH HANGER10.10 BATH ACCESSORIES - ADA BENCH10.13 ALUMINUM ENTRY CANOPY - ACCENT PAINT13.01 CONTROLLED ENVIRONMENT ROOMS - PAINT BOOTH; UNIT

TO BE RELOCATED FROM EXISITNG SPACE13.02 CONTROLLED ENVIRONMENT ROOMS - DUST BOOTH; UNIT

TO BE RELOCATED FROM EXISITNG SPACE22.02 TRENCH DRAIN TO OIL/WATER SEPERATOR22.03 PLUMBING FIXTURES - EMERGENCY EYEWASH /SHOWER22.04 COMMERCIAL PLUMBING FIXTURES - DRINKING FOUNTAIN22.07 COMMERCIAL PLUMBING FIXTURES - WATER CLOSET : WALL

MOUNTED22.08 COMMERCIAL PLUMBING FIXTURES - ADA_SHOWER HEAD &

HANDLE22.09 COMMERCIAL PLUMBING FIXTURES - ADA_WATER CLOSET :

WALL MOUNTED22.10 COMMERCIAL PLUMBING FIXTURES - ADA_URINAL : WALL

MOUNTED22.11 COMMERCIAL PLUMBING FIXTURES - ADA_LAVATORY22.12 COMMERCIAL PLUMBING FIXTURES - MOP SINK27.01 DATA COMMUNICATIONS TOWER: SHOWN FOR LOCATION,

PROVIDED BY OTHERSWA01 5/8" GYPSUM BOARD ON 6" METAL STUD @ 16" 0.C.; UP TO

DECKWA02 METAL WALL PANEL ASSEMBLY TO BE MANUFACTURER

STANDARD; DESIGNED TO MEET IECC 2018 THERMALINSULATION REQUIREMENTS

NORTH

PHASING LEGENDA4A-201

B2 A-20

1

D4A-201

B4 A-20

1

3

A B C D G J

2

F HE

4

8

1

5

6

7

9

A-301D4_______

A-301A4_______

4 1/4"

10 1/

4"

27' - 3 1/4" 12' - 11" 10' - 6 1/2" 61' - 4" 61' - 4" 10' - 6 1/2" 12' - 11" 27' - 3 1/4"224' - 1 1/2"

50' - 8 3/4" 122' - 8" 50' - 8 3/4"

1' - 2

1/2"

26' -

2"26

' - 2"

26' -

2"26

' - 2"

26' -

2"26

' - 2"

1' - 2

1/2"

159'

- 4 1/

2"

FUTURE MEZZANINE BUILD-OUTMAXIMUM 30 OCCUPANTS

01.01

01.01

01.01

05.14

W06W06

A4A-611

C3 A-61

1C4 A-61

1B2 A-61

1

BL

BL

BL

BL

10.12

10.12

10.13

PROPOSED WALL FOR FUTURE EXPANSION (NOT IN CONTRACT)

PROPOSED DOOR FOR FUTURE EXPANSION(NOT IN CONTRACT)

The

Con

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or sh

all v

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and

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. DO

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T sca

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e dr

awin

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ny e

rrors

or o

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ions

shal

l be

repo

rted

to S

tant

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ay.

The

Cop

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o al

l des

igns

and

dra

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gs a

re th

e pr

oper

ty o

f Sta

ntec

. Rep

rodu

ctio

n or

use

for a

ny p

urpo

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ther

than

that

aut

horiz

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y St

ante

c is

forb

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Project No.:

Con

sulta

nt

Scale:

1011

9108

ANG

-EC

F HA

NGAR

REP

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181710627

10/2

4/20

19 1

2:42

:45

PM

As indicated

A-102

100%

BRI

DG

ING

DO

CUM

ENTS


MEZZANINE HANGARFLOOR PLAN

Stan

tec

Arch

itect

ure

Inc.

1050

17t

h St

reet

Sui

te A

200

Den

ver,

CO

802

65-2

016

Tel:

(303

) 295

-171

7 •

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ante

c.co

m

1" = 10'-0"A-102A4 MEZZANINE HANGAR FLOOR PLAN

FLOOR PLAN NOTES

1 SEE SHEET G-001 FOR GENERAL NOTES, ABBREVIATIONS, ANDANNOTATION SYMBOLS

2 UTILITIES SHOWN FOR REFERENCE ONLY3 STRUCTURAL FRAME TO BE SIZED BY PEMB MANUFACTURER4 INTERIOR DIMENSIONS ARE TAKEN FROM CENTERLINE GRID,

RIGHT SIDE OF STUD, OR FACE OF FINISH5 EXTERIOR DIMENSIONS ARE TAKEN FROM BUILDING LINE

(EXTERIOR FACE OF GIRT)6 MEZZANINE IS TO BE FRAMED FOR FUTURE EXPANSION7 ALL INTERIOR PARTITIONS UP TO DECK TO BE SUPPLIED WITH

SLIP-TYPE HEAD RUNNERS SIZED TO ACCOMODATE BUILDINGDEFLECTION

SHEET NOTES

01.01 TEMPORARY WALL - FUTURE DEMOLITION FOR USE OFMEZZANINE

05.14 PROTECTIVE GUARDRAIL 42" IN HEIGHT, 1 1/2" PIPE ANDTUBING, WITH STRUCTURAL CONNECTION TO FLOOR ANDWALL

10.12 ALUMINUM TURNBUCKLE STYLE CANOPY10.13 ALUMINUM ENTRY CANOPY - ACCENT PAINT

NORTH

A4A-201

B2 A-20

1

D4A-201

B4 A-20

1

3

A B C D G J

2

F HE

4

8

1

5

6

7

9

A-301D4_______

A-301A4_______

2:12

05.05

2:12

05.05

05.0505.05

07.0207.02

27' - 3 1/4" 12' - 11" 10' - 6 1/2" 61' - 4" 61' - 4" 10' - 6 1/2" 12' - 11" 27' - 3 1/4"224' - 1 1/2"

1' - 2

1/2"

26' -

2"26

' - 2"

26' -

2"26

' - 2"

26' -

2"26

' - 2"

1' - 2

1/2"

159'

- 4 1/

2"

08.11

08.11

08.11

08.11

08.11 08.11

08.11

08.11

08.11

08.11

A4A-611

C3 A-61

1C4 A-61

1B2 A-61

1

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BL

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27.01

23' -

10"

2' - 0

"50

' - 1 1

/4"2'

- 0"

64' -

1 1/2"

2' - 0

"15

' - 6 1

/4"

10' - 0" 15' - 3 3/4"

10' - 0" 15' - 3 3/4"

10' - 0" 15' - 3 3/4"41

' - 10

1/4"

2' - 0

"56

' - 1 1

/4"2'

- 0"

57' -

7 1/4"

10' - 0" 79' - 6 1/4"

10' - 0" 79' - 6 1/4"

41' -

10 1/

4"2'

- 0"

56' -

1 1/4"

2' - 0

"57

' - 7 1

/4"

79' - 6" 10' - 0"

79' - 6" 10' - 0"

23' -

10"

2' - 0

"50

' - 1 1

/4"2'

- 0"

64' -

1 1/2"

2' - 0

"15

' - 6 1

/4"15' - 2 1/2" 10' - 0"

15' - 2 1/2" 10' - 0"

15' - 2 1/2" 10' - 0"

07.03

07.03

07.03

07.03

07.04

07.04

07.04

07.04

The

Con

tract

or sh

all v

erify

and

be

resp

onsib

le fo

r all d

imen

sions

. DO

NO

T sca

le th

e dr

awin

g -a

ny e

rrors

or o

miss

ions

shal

l be

repo

rted

to S

tant

ec w

ithou

t del

ay.

The

Cop

yrig

hts t

o al

l des

igns

and

dra

win

gs a

re th

e pr

oper

ty o

f Sta

ntec

. Rep

rodu

ctio

n or

use

for a

ny p

urpo

se o

ther

than

that

aut

horiz

ed b

y St

ante

c is

forb

idde

n.



Permit/Seal

File Name: N/A

Title

PRELIMINARY

NOT FOR



Revi

sion

ByAp

pdYY

YY.M

M.D

DIss

ued

ByAp

pdYY

YY.M

M.D

D

1

A

2 3 4 5

B

C

D


TUC

SON

INTE

RNAT

IONA

L AIR

PORT

Project No.:

Con

sulta

nt

Scale:

1011

9108

ANG

-EC

F HA

NGAR

REP

LAC

EMEN

T (B

RIDG

ING

DO

CUE

MEN

TS)

181710627

10/2

4/20

19 1

2:42

:48

PM

1" = 10'-0"

A-105

100%

BRI

DG

ING

DO

CUM

ENTS


HANGAR ROOF PLAN

Stan

tec

Arch

itect

ure

Inc.

1050

17t

h St

reet

Sui

te A

200

Den

ver,

CO

802

65-2

016

Tel:

(303

) 295

-171

7 •

ww

w.st

ante

c.co

m

1" = 10'-0"A-105A4 HANGAR ROOF PLAN

SHEET NOTES

05.05 STRUCTURAL STANDING SEAM METAL ROOF; METALPANELS AND INSULATION DESIGNED TO MEET IECC 2018REQUIREMENTS

07.02 SHEET METAL FLASHING AND TRIM - GUTTER07.03 SHEET METAL FLASHING AND TRIM - DOWNSPOUT; SHEET

FLOW ACROSS PARKING, REF: CIVIL07.04 SHEET METAL FLASHING AND TRIM - DOWNSPOUT; REF:

CIVIL08.11 UNIT SKYLIGHTS27.01 DATA COMMUNICATIONS TOWER: SHOWN FOR LOCATION,

PROVIDED BY OTHERS

ROOF PLAN NOTES

1 DIMENSIONS ARE TAKEN FROM CENTERLINE GRID ORFACE OF WALL

NORTH

APC: 2x4 LAY-IN CEILING SYSTEM

GYP: GYPSUM BOARD CEILING

RCP LEGEND

OPEN TO DECK

3

A B C D G J

2

F HE

4

8

1

5

6

7

9

A-301D4_______

A-301A4_______

GYP 9' - 0"

PAINT BOOTH103

DUST BOOTH105

SHEET METAL SHOP104

COMP106

GROUND SUPPORT102

STOCK ROOM101

HANGAR BAY107

TELECOM/SECURITY108 ELEC

109

MECH111

RISER112

ASSEMBLY QA113

AVIONICS LAB116

PARTS ROOM117

LOCAL ENGINNERING OFFICE118

JANITOR119

CUSTOMER OFFICE121

REPAIR STATION OFFICE123 BREAK ROOM122

APC 9' - 0"

APC 9' - 0"

APC 9' - 0"

UNISEX RR124

APC 9' - 0"

APC 9' - 0"

GYP 9' - 0"

GYP 9' - 0"

WOMENS RR114

MENS RR115

08.11

08.11

08.11

08.11

08.11 08.11

08.11

08.11

LINE OF MEZZANINE ABOVE

APC 9' - 0"

27' - 3 1/4" 12' - 11" 10' - 6 1/2" 61' - 4" 61' - 4" 10' - 6 1/2" 12' - 11" 27' - 3 1/4"224' - 1 1/2"

1' - 2

1/2"

26' -

2"26

' - 2"

26' -

2"26

' - 2"

26' -

2"26

' - 2"

1' - 2

1/2"

159'

- 4 1/

2"

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

05.01

BL

BL

BL

BL

10.13

10.12

10.12

26.02

26.02

26.0226.0226.0226.0226.0226.02

26.02 26.02 26.02 26.02 26.02 26.02 26.02

26.02 26.02 26.02 26.02 26.02 26.02 26.02

26.02 26.02 26.02 26.02 26.02 26.0226.02 26.02

26.02 26.02 26.02 26.02 26.0226.02 26.02

26.0226.02

26.0226.0226.0226.02 26.0226.02

26.04 26.04 26.04

26.04 26.04 26.0426.04 26.04 26.04

26.04 26.04 26.04

26.04 26.04

26.04 26.0426.05 26.05

26.05 26.05

26.03 26.03 26.03 26.03

26.03

26.03

26.0426.04

26.04 26.04

26.04 26.04

26.0426.0426.04

26.04 26.04 26.04

26.0426.0426.04 26.04 26.04 26.04

26.04 26.04 26.04 26.04 26.04 26.04

26.0226.02

26.02

26.02 26.02

26.0526.05

26.05

26.05

26.05

26.05

26.05 26.05

26.05

26.05

26.05

26.05

26.03 26.03

26.03

27.01

The

Con

tract

or sh

all v

erify

and

be

resp

onsib

le fo

r all d

imen

sions

. DO

NO

T sca

le th

e dr

awin

g -a

ny e

rrors

or o

miss

ions

shal

l be

repo

rted

to S

tant

ec w

ithou

t del

ay.

The

Cop

yrig

hts t

o al

l des

igns

and

dra

win

gs a

re th

NOTICE TO ALL PROPOSERS ADDENDUM NO. 1 TO THE … · guidance on what constitutes "good faith...

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