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851 Pole Line Rd plans
O 3 4O 5� REFERENCE NOTES LICENSED 47'-G^ ` 44'-0" 43'-0" OI TYP.G.M.U.WALL A55EM13LY-SEE WALL SECTIONS SHEET ARCHITECT 38 4/A63 FOR ADDITIONAL INFORMATION. AR-1535 124" TYP. 2 FRAME INTERIOR_ _ � WALL:W/3518 METAL STUDS®166"O.C. ---- L- - -- - m""- -_ t-t I I _ ---- 1—_ -2j -4— 3 FRAME EXTERIOR WALL:W/3`'' Yo g METAL STUDS s "O.C. Dori eexwAu I _ _ •`• - L I I ,,' I _, L i � L54'-10' I ; L. �. E L -----i 1 L ". n STATE Of DANO 2 — --kk L-�: STAIR 02 4 FRAME WALL W/6 METAL STUDS 6 Ib O.C. g,_° i _ s -: I 2 2,_°. n,_6,. 116 5 PROVIDE SOUND INSULATION BETWEEN STUDS e' TOILET I � ALIGN - s, b,. f ' .. ! 4.5 I-9 l �n ^ ALIGN - o•• VEST. I_ 6 MECHANICAL SHAFT —- za'_o" - -— i g -T- 12 r e''o" ' 1r-z" 13'-8" - 0' s'-2^ 1.4 UP M l CORROGATTED METAL 4-u" 14'-9^ l _ I 4 45 44 8 DIAPER DECK o I 2 14 4.4 VIDEO 3 ILEA_ q 2 m p 114 — _ _ -—- -— _ ?:. _—_— - - - F� 9 CATCH BA51N SEE MECHANICAL " o 1_o„ 4 �® 1_y -g II 5 Nw1 2 1,a„ W 1,-g„ 4 A N 3-9" Op q © Y! --1 WALL I GLR 10 WATER HEATER SEE MECHANICAL 44 e w D 33 n,_1„ r_y„ o - 8 29 cti "a I i 11 DRINKING FOUNTAIN PER MECHANICAL 7" VESTIBULE�% TELLER �'. o SEMINAR 2 FLORIST r COMM. 36 ID 4 112 FRAME SHOP ?YP• p4 12 LADDER TO ROOF 4 HATCH ABOVE SEE DETAIL 4.4 ® 30 MEN Ip O 3 32 (3 LADDER. § 109 IDS BA 16A UP M I08 101 TTP. 0"_ g ;.. 14 CORNER GUARDS TO 4 BOTH CORNERS $ 3l Il t S0, 35 m 15 SEE TOILET ROOM ELEVATIONS FOR MOUNTING HEIGHTS AND LOCATIONS OF TOIL ACCESSORIES SHT A8 1 4,_°„ _0" 24,_0" 2,_°. 4,_0" 1a'_0" 5,. f0,_g„ 7" 10,_g„ p 1g�_i�, 5, 1�'_g 5" g,-7" 15'-4" M.U. u.o. 16 (3)PLASTIC LAMINATE;22"DEEP;ADJUSTABLE SHELVES 134'-0° Tl FIRE DEPARTMENT KEY BOk.LOCATION AT 60"AFF 2 15 FRAME WALL:3ko'MTL 5TUD5 s 24"O.C.W/PLYWOOD BOTH SIDES. U 4.4 N 19 CHAIN W/SPRING HOOK s EXTERIOR WALL SIDE.OFFICE (MAIN FLOORS �- I /MAN F.20 ,DOCK LEVELER CONC.OPENING b'x 8'NOM.COORD.W U I VB::,1.-0:. A2.2 R MEZZANINE A S PLAN 4 . 2 ELECTRICAL EZZA E ABOVE SEE LA Y 2 3 4 S 22 .COMPACTOR N.I.C. U 4 4r-a•' aa'-o'• u•-o" 23 GAS METER PER MECH.DU1GS Q '— 2 STAIR$2 24 MICROWAVE ALIGN B. I 43 I l - ALIGN ---- --°'------ ---------'------- —-— -—-—-—'-- -—- F 25 REFRIGERATOR 9'-0" 29'-3" 5" 11'-8" 5"- 2--l' l 1 a 26 METAL CANOPY ABOVE.SEE DETAIL 8/A6.1 - ..-- 1 qg C 4 22 cLR 7,_g' 7'_9" o q 1 2l 6"pIA.PIPE BOLLARD. SEE DETAIL VA6.1 " —-—-— \/ ` ��� — - - F1 28 12"STAND OFF DOCK BUMPERS M LOUNGE OA I MANAGEROO 33 A b �� 29 'ARROWS SEE FINISH SCHEDULE p Ti 4 SUSPENDED METAL 25 201 Do- 39 _ _ 203 2 SIM. �y - m ,• .w.m° CEILING OVER VEST. �OCKE� i : yti 40 (COMPUTER': 30 TRENCH DRAIN PER MECHANICAL DRAWINGS a 1: / 4 202 i i 24s-u" 41 ® P. �4 m ® TECHNICAL - e 31 LOCKERS ME; oPEN 31 a = a ® ® 5" g cLa 2 EXIT LIGHT SEE ELECTRICAL W " 3 ze6 b - HAL 200 � .5 r � � ® TYP. 33 WORK COUNTER PER DETAIL 12/AB.f Z 32 4'1 STAIR•I 44 34 3'-0"X 5'-0"MIRROR 1'-0"AFF W/SIGN ABOVE U m o 2 - �+ ��`` } ® N 1 4.4 35 SAFE W/STL ANGLE-BEHIND ILLJ iJ N OFFICE (5 ECO N D FLOOR) 2 �' W/Vol' RACKETS WITH 8 K A'DJU5TABLE 3TANDARD5 C) <c J � oQ � V8"=1'-0" A2.2 31 3 COMPARTMENT SINK = J Z 38 SECURITY TROUGH ABOVE f— LAJ 2 3 4 4 Z m 47'-0" 44'-0" 39 REMOVABLE FLOOR Qf 21 8 °. IJJ 21 15,_0„ 5,_g„ _g,. 19'_0" P -o° to'o" 40 FURTURE LIFT Z. 43 o I o 41 FUTURE LIFT WALLS;3`'$"METAL STUDS 46 D 4 I s 16"O C. e ----I ------ ----------- ----- - - A -- - - I—( e 1 42 FABRIC AWNING 3'-o"xn'_4"tlll 28 a 43 CONCRETE RETAINING WALL SEE STRUCTURAL ---- — - -_---:_: 26 h I I ELEC. MEZZ. 44 PLASTIC LAMINATE WAINSCOTT 4'-0"AFF THESE WALLS ��i I 28 i 't a 20l 45 STAINLESS STEEL FULL WRAP CORNER GUARDS THIS OPENING ONLY;MATCH HEIGHT OF WAINSCOT -� ISTOGK ROOM 46 DOCK SEAL Z� I DOCK AREA I i - -' 102 i 41 PROPANE TANK N.LC. Q 02 i 22 ` I 13 12 48 CHAIR RAIL THIS WALL ONLY o a ALIGN - i z � i 3 � W L.� NOTE: --- -—-—-—-—-—- -------- -—-—-—-—- Y ----------- ------- B -- -- -- --- DIMENSIONS ARE TO N FACE OF GYP BOARD N N s eet w. DOCK AREA 3 ELECTRICAL MEZZANINE 4 A2.2 PROJECT MANUAL FOR - Re-roof Building at 851 Poleline Rd. Twin Falls, Idaho Architect's Project No. 11259 JUNE 2011 - Myers ■ Anderson Record 101 North Main Street Pocatello, Idaho 83204 SET Telephone: (208) 232-3741 Fax: (208) 232-3782 Email: maa@myers-anderson.com PROJECT MANUAL FOR RE-ROOF BUILDING AT 851 POLELINE RD Twin Falls,Idaho JUNE 2011 OWNER Urban Renewal Agency City of Twin Falls P.O.Box 1907 321 2"d Ave.East Twin Falls,ID 83301 Telephone(208)735-7287 Fax(208)736-2296 ARCHITECT Myers Anderson Architects 101 N.Main Street Pocatello,Idaho 83204 Telephone(208)232-3741 �.�•Z Fax(208)232-3782 ? Email: maa@mvers-anderson.com TE OF ��E AND TABLE OF CONTENTS Title Page Table of Contents BIDDING REQUIREMENTS Invitation to Bid Instructions to Bidders (AIA Document A701, 1997 Edition) Supplementary Instructions to Bidders BID FORMS AND CONTRACTS Bid Form Bid Bond(AIA Document A310) Standard Form of Agreement Between Owner and Contractor(AIA Document A101) General Conditions of the Contract for Construction(AIA Document A201)by Reference Supplementary Conditions Application and Certification for Payment(AIA Document G702&703) TECHNICAL SPECIFICATIONS DIVISION 01 GENERAL CONDITIONS G100 Cover Sheet,Index of Drawings& Ol 1000 Summary Symbols 01 20 00 Price and Payment Procedures 01 30 00 Administrative Requirements ARCHITECTURAL 01 33 00 Submittal Procedures A100 Roof Plan&Details 01 40 00 Quality Requirements A101 Details 01 50 00 Temporary Facilities and Controls 01 60 00 Product Requirements 01 70 00 Execution and Closeout Requirements Copyright Release Agreement Request for Interpretation Substitution Request DIVISION 02 EXISTING CONDITIONS 0241 19 Selective Structure Demolition DIVISION 06 WOOD,PLASTICS,AND COMPOSITES 06 10 53 . Miscellaneous Rough Carpentry DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 53 05 Elastomeric Membrane Roofing— Mechanically Attached 07 62 00 Sheet Metal Flashing and Trim DIVISION 08 OPENINGS 08 62 00 Insulated Translucent Skylight Retrofit System DRAWINGS GENERAL Re-Roof of the Building at 851 Poleline Road TOC-1 a� an INVITATION TO BID OWNER Urban Renewal Agency City of Twin Falls P.O.Box 1907 321 2°d Ave,East Twin Falls,ID 83301 Phone:208-735-7287 Fax:208-736-2296 ARCHITECT Myers Anderson Architects 101 North Main Street Pocatello,Idaho 83204 Phone:208-232-3741 Fax:208-232-3782 Sealed Bids will be received by the office of the Deputy City Clerk of the City of Twin Falls at Twin Falls City Hall located at 321 2nd Ave E.,Twin Falls ID until 2:00 pm on July 15,2011 for the Re Roof of the Building at 851Poleline Road,Twin Falls,Idaho project.The bid opening will be at said office. Scope of work includes the following:Re-roofing approximately 43,000 square feet of roof on the Building at 851Poleline Road,Twin Falls Idaho Bids will be opened and publicly read at the above hour and date at the Twin Falls City Council Chambers located at 305 Yd Ave E.,Twin Falls,ID. A Prebid conference will be held at the site,at 851Poleline Road Twin Falls,Idaho on July 7,201 lat 10:00 a.m.as stated in the Instructions to Bidders. A tour of the project site will follow the Prebid conference. Attendance is highly recommended. Bid documents may be obtained from the office of the Architect upon receipt of a refundable deposit,in the amount of 100.00 for one set. This deposit will be refunded upon return of all bidding documents in good condition,within ten days after the bid date. Documents are on file and may be viewed at the office of the Architect,the City of Twin Falls,and any of the following plan rooms: Associated General Contractor McGraw Hill Plan Room Twin Falls Plan Room 984 John Adams Parkway 2195 West 5400 South,Ste. 101 124 Blue Lakes Blvd.,South,Ste.6 Idaho Falls,Idaho 83403 Taylorsville,Utah 84118 Twin Falls,ID 83301 ARC Idaho Mountainlands Area Plan Room Associated General Contractor 4082 Chinden Blvd. 583 W. 3560 S.,Suite 4 1411 Falls Ave.,East,Suite 821 Boise,ID 83741 Salt Lake City,Utah 84115 Twin Falls,ID 83301 Blueprint Specialties Associated General Contractor 703 W.Overland Rd. 1649 W.Shoreline Drive,Suite 100 Boise,ID 83709 Boise,ID 83702 Bids will be received on a lump sum basis. Bidders shall have a current Idaho Public Works License and be qualified to do business and licensed in accordance with all applicable laws of the state and local governments where the Project is located. All bids must be on the forms furnished;all blank spaces filled in and signed with the name and address of the Bidder. No disqualified bids will be read. Bids shall be in accordance with the Bid Documents. Re-Roof of the Building at 851 Poleline Road Invitation to Bid Page 1 Bid Security: Each bid must be accompanied by a Bid Bond with sufficient surety for not less than five percent(5%)of the total amount of such bid,payable to,and to be forfeited to,the Twin Falls Urban Renewal Agency as liquidated damages if bidder fails to enter into contract within thirty(30)days after award to him,or fails,at the time of executing the agreement,to furnish a performance and payment bond in the amount of one hundred percent(100%)of the Bid. Facsimile(fax)or other copies of bonds are not acceptable. NO BID WILL BE CONSIDERED IF NOT ACCOMPANIED BY SUCH BOND, Your offer will be required to be submitted under a condition of irrevocability for a period of 30 days after submission. OWNER'S RIGHT TO REJECT The Owner reserves the right to reject any or all Bids and to waive irregularities therein,and all Bidders shall agree that such rejection shall be without liability on the part of the Owner for any damage or claim brought by any Bidder because of such rejections,nor shall the Bidders seek any recourse of any kind against the Owner because of such rejections. The filing of any Bid in response to this invitation shall constitute an agreement of the Bidder to these conditions. Advertisement Dates: June 30,2011 July 7,2011 By: Melinda Anderson,Executive Director Re-Roof of the Building at 851 Poleline Road Invitation to Bid Page 2 O =: = Document A701 TM - 1997 Instructions to Bidders for the following PROJECT: (Name and location or address) IReroof 851 Poleline Rd ADDITIONS AND DELETIONS: Twin Falls,Idaho The author of this document has added information needed for its THE OWNER: completion.The author may also (Name, legal status and address) have revised the text of the original Urban Renewal Agency AIA standard form.An Additions and City of Twin Falls Deletions Reportthat notes added P.O.Box 1907 information as well as revisions to the 321 2nd Ave.,East standard form text is available from Twin Falls,Idaho 83301 the author and should be reviewed.A vertical line in the left margin of this THE ARCHITECT: document indicates where the author (Name, legal status and address) has added necessary information Myers Anderson Architects and where the author has added to or 101 North Main Street deleted from the original AIA text. Pocatello,Idaho 83204 This document has important legal consequences.Consultation with an attorney is encouraged with respect TABLE OF ARTICLES to its completion or modification. 1 DEFINITIONS 2 BIDDER'S REPRESENTATIONS 3 BIDDING DOCUMENTS 4 BIDDING PROCEDURES 5 CONSIDERATION OF BIDS 6 POST-BID INFORMATION 7 PERFORMANCE BOND AND PAYMENT BOND 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR AIA Document A7011' —1997.Copyright©1970,1974.1978,1987 and 1997 by The American Institute of Architects.All rights reserved.WARNING:This AIA® 1 Document Is protected by U.S.copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 14:59:21 on 06/30/2011 under Order No.7568208680_1 which expires on 11/20/2011,and is not for resale. (1500865131) User Notes: ARTICLE 1 DEFINITIONS § 1.1 Bidding Documents include the Bidding Requirements and the proposed Contract Documents.The Bidding Requirements consist of the Advertisement or Invitation to Bid,Instructions to Bidders,Supplementary Instructions to Bidders,the bid form,and other sample bidding and contract forms.The proposed Contract Documents consist of the form of Agreement between the Owner and Contractor,Conditions of the Contract(General,Supplementary and other Conditions),Drawings,Specifications and all Addenda issued prior to execution of the Contract. § 1.2 Definitions set forth in the General Conditions of the Contract for Construction,AIA Document A201,or in other Contract Documents are applicable to the Bidding Documents. § 1.3 Addenda are written or graphic instruments issued by the Architect prior to the execution of the Contract which modify or interpret the Bidding Documents by additions,deletions,clarifications or corrections. § 1.4 A Bid is a complete and properly executed proposal to do the Work for the sums stipulated therein,submitted in accordance with the Bidding Documents. § 1.5 The Base Bid is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base,to which Work may be added or from which Work may be deleted for sums stated in Alternate Bids. § 1.6 An Alternate Bid(or Alternate)is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change in the Work,as described in the Bidding Documents,is accepted. § 1.7 A Unit Price is an amount stated in the Bid as a price per unit of measurement for materials,equipment or services or a portion of the Work as described in the Bidding Documents. § 1.8 A Bidder is a person or entity who submits a Bid and who meets the requirements set forth in the Bidding Documents. § 1.9 A Sub-bidder is a person or entity who submits a bid to a Bidder for materials,equipment or labor for a portion of the Work. ARTICLE 2 BIDDER'S REPRESENTATIONS § 2.1 The Bidder by making a Bid represents that: § 2.1.1 The Bidder has read and understands the Bidding Documents or Contract Documents,to the extent that such documentation relates to the Work for which the Bid is submitted,and for other portions of the Project,if any,being bid concurrently or presently under construction. § 2.1.2 The Bid is made in compliance with the Bidding Documents. § 2.1.3 The Bidder has visited the site,become familiar with local conditions under which the Work is to be performed and has correlated the Bidder's personal observations with the requirements of the proposed Contract Documents. § 2.1.4 The Bid is based upon the materials,equipment and systems required by the Bidding Documents without exception. ARTICLE 3 BIDDING DOCUMENTS § 3.1 COPIES § 3.1.1 Bidders may obtain complete sets of the Bidding Documents from the issuing office designated in the Advertisement or Invitation to Bid in the number and for the deposit sum,if any,stated therein.The deposit will be refunded to Bidders who submit a bona fide Bid and return the Bidding Documents in good condition within ten days after receipt of Bids.The cost of replacement of missing or damaged documents will be deducted from the deposit.A Bidder receiving a Contract award may retain the Bidding Documents and the Bidder's deposit will be refunded. § 3.1.2 Bidding Documents will not be issued directly to Sub-bidders unless specifically offered in the Advertisement or Invitation to Bid,or in supplementary instructions to bidders. AIA Document A701Tm—1997.Copyright @ 1970,1974,1978,1987 and 1997 by The American Institute of Architects.All rights reserved.WARNING:This Ale Document Is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this Ale Document,or any 2 portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 14:59:21 on 06/30/2011 under Order No.7568208680_1 which expires on 11/20/2011,and is not for resale. User Notes: (1500865131) § 3.1.3 Bidders shall use complete sets of Bidding Documents in preparing Bids;neither the Owner nor Architect assumes responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. § 3.1.4 The Owner and Architect may make copies of the Bidding Documents available on the above terms for the purpose of obtaining Bids on the Work.No license or grant of use is conferred by issuance of copies of the Bidding Documents. § 3.2INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS § 3.2.1 The Bidder shall carefully study and compare the Bidding Documents with each other,and with other work being bid concurrently or presently under construction to the extent that it relates to the Work for which the Bid is submitted,shall examine the site and local conditions,and shall at once report to the Architect errors,inconsistencies or ambiguities discovered. § 3.2.2 Bidders and Sub-bidders requiring clarification or interpretation of the Bidding Documents shall make a written request which shall reach the Architect at least seven days prior to the date for receipt of Bids. § 3.2.3 Interpretations,corrections and changes of the Bidding Documents will be made by Addendum. Interpretations,corrections and changes of the Bidding Documents made in any other manner will not be binding,and Bidders shall not rely upon them. § 3.3 SUBSTITUTIONS § 3.3.1 The materials,products and equipment described in the Bidding Documents establish a standard of required function,dimension,appearance and quality to be met by any proposed substitution. § 3.3.2 No substitution will be considered prior to receipt of Bids unless written request for approval has been received by the Architect at least ten days prior to the date for receipt of Bids.Such requests shall include the name of the material or equipment for which it is to be substituted and a complete description of the proposed substitution including drawings,performance and test data,and other information necessary for an evaluation.A statement setting forth changes in other materials,equipment or other portions of the Work,including changes in the work of other contracts that incorporation of the proposed substitution would require,shall be included.The burden of proof of the merit of the proposed substitution is upon the proposer.The Architect's decision of approval or disapproval of a proposed substitution shall be final. § 3.3.3 If the Architect approves a proposed substitution prior to receipt of Bids,such approval will be set forth in an Addendum.Bidders shall not rely upon approvals made in any other manner. § 3.3.4 No substitutions will be considered after the Contract award unless specifically provided for in the Contract Documents. § 3.4 ADDENDA § 3.4.1 Addenda will be transmitted to all who are known by the issuing office to have received a complete set of Bidding Documents. § 3.4.2 Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that purpose. § 3.4.3 Addenda will be issued no later than four days prior to the date for receipt of Bids except an Addendum withdrawing the request for Bids or one which includes postponement of the date for receipt of Bids. § 3.4.4 Each Bidder shall ascertain prior to submitting a Bid that the Bidder has received all Addenda issued,and the Bidder shall acknowledge their receipt in the Bid. ARTICLE 4 BIDDING PROCEDURES § 4.1 PREPARATION OF BIDS § 4.1.1 Bids shall be submitted on the forms included with the Bidding Documents. AIA Document A7011m—1997.Copyright @ 1970,1974,1978,1987 and 1997 by The American Institute of Architects.All rights reserved.WARNING:This AIA® Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this A10 Document,or any 3 portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 14:59:21 on 06/30/2011 under Order No.7568208680 1 which expires on 1 1/201201 1,and is not for resale. User Notes: (1500865131) § 4.1.2 All blanks on the bid form shall be legibly executed in a non-erasable medium. § 4.1.3 Sums shall be expressed in both words and figures.In case of discrepancy,the amount written in words shall govern. § 4.1.4 Interlineations,alterations and erasures must be initialed by the signer of the Bid. § 4.1.5 All requested Alternates shall be bid.If no change in the Base Bid is required,enter"No Change." § 4.1.6 Where two or more Bids for designated portions of the Work have been requested,the Bidder may,without forfeiture of the bid security,state the Bidder's refusal to accept award of less than the combination of Bids stipulated by the Bidder.The Bidder shall make no additional stipulations on the bid form nor qualify the Bid in any other manner. § 4.1.7 Each copy of the Bid shall state the legal name of the Bidder and the nature of legal form of the Bidder.The Bidder shall provide evidence of legal authority to perform within the jurisdiction of the Work.Each copy shall be signed by the person or persons legally authorized to bind the Bidder to a contract.A Bid by a corporation shall further give the state of incorporation and have the corporate seal affixed.A Bid submitted by an agent shall have a current power of attorney attached certifying the agent's authority to bind the Bidder. § 4.2 BID SECURITY § 4.2.1 Each Bid shall be accompanied by a bid security in the form and amount required if so stipulated in the Instructions to Bidders.The Bidder pledges to enter into a Contract with the Owner on the terms stated in the Bid and will,if required,furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder.Should the Bidder refuse to enter into such Contract or fail to furnish such bonds if required,the amount of the bid security shall be forfeited to the Owner as liquidated damages,not as a penalty.The amount of the bid security shall not be forfeited to the Owner in the event the Owner fails to comply with Section 6.2. § 4.2.2 If a surety bond is required,it shall be written on AIA Document A310,Bid Bond,unless otherwise provided in the Bidding Documents,and the attorney-in-fact who executes the bond on behalf of the surety shall affix to the bond a certified and current copy of the power of attorney. § 4.2.3 The Owner will have the right to retain the bid security of Bidders to whom an award is being considered until either(a)the Contract has been executed and bonds,if required,have been furnished,or(b)the specified time has elapsed so that Bids may be withdrawn or(c)all Bids have been rejected. § 4.3 SUBMISSION OF BIDS § 4.3.1 All copies of the Bid,the bid security, if any,and any other documents required to be submitted with the Bid shall be enclosed in a sealed opaque envelope.The envelope shall be addressed to the party receiving the Bids and shall be identified with the Project name,the Bidder's name and address and,if applicable,the designated portion of the Work for which the Bid is submitted.If the Bid is sent by mail,the sealed envelope shall be enclosed in a separate mailing envelope with the notation"SEALED BID ENCLOSED"on the face thereof. § 4.3.2 Bids shall be deposited at the designated location prior to the time and date for receipt of Bids. Bids received after the time and date for receipt of Bids will be returned unopened. § 4.3.3 The Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. § 4.3.4 Oral,telephonic,telegraphic,facsimile or other electronically transmitted bids will not be considered. § 4.4 MODIFICATION OR WITHDRAWAL OF BID § 4.4.1 A Bid may not be modified,withdrawn or canceled by the Bidder during the stipulated time period following the time and date designated for the receipt of Bids,and each Bidder so agrees in submitting a Bid. § 4.4.2 Prior to the time and date designated for receipt of Bids,a Bid submitted may be modified or withdrawn by notice to the party receiving Bids at the place designated for receipt of Bids. Such notice shall be in writing over the AIA Document A701Tm—1997.Copyright©1970,1974,1978,1987 and 1997 by The American Institute of Architects.All rights reserved.WARNING:This AIA® Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this Me Document,or any 4 portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 14:59:21 on 06/30/2011 under Order No.7568208680_1 which expires on 11/20/2011,and is not for resale. User Notes: (1500865131) signature of the Bidder.Written confirmation over the signature of the Bidder shall be received,and date-and time-stamped by the receiving party on or before the date and time set for receipt of Bids.A change shall be so worded as not to reveal the amount of the original Bid. § 4.4.3 Withdrawn Bids may be resubmitted up to the date and time designated for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. § 4.4.4 Bid security,if required,shall be in an amount sufficient for the Bid as resubmitted. ARTICLE 5 CONSIDERATION OF BIDS § 5.1 OPENING OF BIDS At the discretion of the Owner,if stipulated in the Advertisement or Invitation to Bid,the properly identified Bids received on time will be publicly opened and will be read aloud.An abstract of the Bids may be made available to Bidders. § 5.2 REJECTION OF BIDS The Owner shall have the right to reject any or all Bids.A Bid not accompanied by a required bid security or by other data required by the Bidding Documents,or a Bid which is in any way incomplete or irregular is subject to rejection. § 5.3 ACCEPTANCE OF BID (AWARD) § 5.3.1 It is the intent of the Owner to award a Contract to the lowest qualified Bidder provided the Bid has been submitted in accordance with the requirements of the Bidding Documents and does not exceed the funds available. The Owner shall have the right to waive informalities and irregularities in a Bid received and to accept the Bid which, in the Owner's judgment,is in the Owner's own best interests. § 5.3.2 The Owner shall have the right to accept Alternates in any order or combination,unless otherwise specifically provided in the Bidding Documents,and to determine the low Bidder on the basis of the sum of the Base Bid and Alternates accepted. ARTICLE 6 POST-BID INFORMATION § 6.1 CONTRACTOR'S QUALIFICATION STATEMENT Bidders to whom award of a Contract is under consideration shall submit to the Architect,upon request,a properly executed AIA Document A305,Contractor's Qualification Statement,unless such a Statement has been previously required and submitted as a prerequisite to the issuance of Bidding Documents. § 6.2 OWNER'S FINANCIAL CAPABILITY The Owner shall,at the request of the Bidder to whom award of a Contract is under consideration and no later than seven days prior to the expiration of the time for withdrawal of Bids,furnish to the Bidder reasonable evidence that financial arrangements have been made to fulfill the Owner's obligations under the Contract.Unless such reasonable evidence is furnished,the Bidder will not be required to execute the Agreement between the Owner and Contractor. § 6.3 SUBMITTALS § 6.3.1 The Bidder shall,as soon as practicable or as stipulated in the Bidding Documents,after notification of selection for the award of a Contract,furnish to the Owner through the Architect in writing: .1 a designation of the Work to be performed with the Bidder's own forces; .2 names of the manufacturers,products,and the suppliers of principal items or systems of materials and equipment proposed for the Work;and .3 names of persons or entities(including those who are to furnish materials or equipment fabricated to a special design)proposed for the principal portions of the Work. § 6.3.2 The Bidder will be required to establish to the satisfaction of the Architect and Owner the reliability and responsibility of the persons or entities proposed to furnish and perform the Work described in the Bidding Documents. § 6.3.3 Prior to the execution of the Contract,the Architect will notify the Bidder in writing if either the Owner or Architect,after due investigation,has reasonable objection to a person or entity proposed by the Bidder.If the Owner or Architect has reasonable objection to a proposed person or entity,the Bidder may,at the Bidder's option,(1) AIA Document A701*1"—1997.Copyright©1970,1974,1978,1987 and 1997 by The American Institute of Architects.All rights reserved.WARNING:This AIO Document Is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this A10 Document,or any 5 portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 14:59:21 on 06/30/2011 under Order No.7568208680_7 which expires on 11/20/2011,and is not for resale. User Notes: (1500865131) withdraw the Bid or(2)submit an acceptable substitute person or entity with an adjustment in the Base Bid or Alternate Bid to cover the difference in cost occasioned by such substitution.The Owner may accept the adjusted bid price or disqualify the Bidder.In the event of either withdrawal or disqualification,bid security will not be forfeited. § 6.3.4 Persons and entities proposed by the Bidder and to whom the Owner and Architect have made no reasonable objection must be used on the Work for which they were proposed and shall not be changed except with the written consent of the Owner and Architect. ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND § 7.1 BOND REQUIREMENTS § 7.1.1 If stipulated in the Bidding Documents,the Bidder shall furnish bonds covering the faithful performance of the Contract and payment of all obligations arising thereunder.Bonds may be secured through the Bidder's usual sources. § 7.1.2 If the furnishing of such bonds is stipulated in the Bidding Documents,the cost shall be included in the Bid.If the furnishing of such bonds is required after receipt of bids and before execution of the Contract,the cost of such bonds shall be added to the Bid in determining the Contract Sum. § 7.1.3 If the Owner requires that bonds be secured from other than the Bidder's usual sources,changes in cost will be adjusted as provided in the Contract Documents. § 7.2 TIME OF DELIVERY AND FORM OF BONDS § 7.2.1 The Bidder shall deliver the required bonds to the Owner not later than three days following the date of execution of the Contract.If the Work is to be commenced prior thereto in response to a letter of intent,the Bidder shall,prior to commencement of the Work,submit evidence satisfactory to the Owner that such bonds will be furnished and delivered in accordance with this Section 7.2.1. § 7.2.2 Unless otherwise provided, the bonds shall be written on AIA Document A312,Performance Bond and Payment Bond.Both bonds shall be written in the amount of the Contract Sum. § 7.2.3 The bonds shall be dated on or after the date of the Contract. § 7.2.4 The Bidder shall require the attorney-in-fact who executes the required bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney. ARTICLE 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR Unless otherwise required in the Bidding Documents,the Agreement for the Work will be written on AIA Document A101,Standard Form of Agreement Between Owner and Contractor Where the Basis of Payment Is a Stipulated Sum. AIA Document A701*'"—1997.Copyright©1970,1974,1978,1987 and 1997 by The American Institute of Architects.All rights reserved.WARNING:This Ale Document is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this Ale Document,or any 6 portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 14:59:21 on 06/30/2011 under Order No.7568208680_1 which expires on 11/20/2011,and is not for resale. User Notes: (1500865131) SUPPLEMENTARY INSTRUCTIONS TO BIDDERS The following supplements modify,change,delete from or add to the Instructions to Bidders,AIA Document A701, 1997. Where any Article of the Instructions to Bidders is modified or any Paragraph,Subparagraph or Clause thereof is modified or deleted by the Supplementary Instructions to Bidders,the unaltered provisions of that Article,Paragraph,Subparagraph or Clause shall remain in effect. ARTICLE 3 BIDDING DOCUMENTS 3.1 COPIES Add to Article 3.1 the following: 31.5 The Owner and Architect may make electronic(digital)copies of complete sets of the Bidding documents available on the above terms for the purpose of obtaining bids on the work.The Bidder assumes all responsibility for the use of electronic (digital)bidding documents in preparing their bids. ARTICLE 4;BIDDING PROCEDURE 4.1 PREPARATION OF BIDS In Article 4,paragraph 4.1.1,submit one copy of Bid Proposal. Add to Article 4,the following: 4.2 BID SECURITY 4.2.1.1 As a guarantee that,if awarded the contract,the bidder will execute same and furnish bond,each bid will be accompanied by a Cash.Cashier's Check or Bid Bond for not less than five percent(5%)of the base bid to the Owner. NO PERSONAL CHECKS WILL BE ACCEPTED. 4.2.3.1 The bidders'security will be returned promptly after the owner and the accepted bidder have executed a contract,or,if no award has been made within 30 days after the opening of bids;upon demand of the bidder at any time thereafter,so long as he has not been notified of the acceptance of his bid. 4.2.4 A successful bidder who fails to sign the contract for the work or furnish the required bonds within 20 days after he has received notice of the acceptance of his bid,shall forfeit his security deposit. The owner may then award the contract to the next lowest bidder,in which event any excess of the lowest bidders'security over the difference between the lowest and next lowest bids will be returned to the lowest bidder or,if a bidder's bond is used,to the surety. If,upon a forfeiture by the lowest bidder, the owner does not award the contract to the next lowest bidder,the security will be applied toward the planning and bid invitation costs. 4.3 SUBMISSION OF BIDS 4.3.1.1 The mailing envelope containing the bid shall be addressed as follows: Twin Falls Urban Renewal City of Twin Falls P.O.Box 1907 321 2nd Ave.East Twin Falls,ID 83301 4.3.1.2 All bids shall be in a sealed envelope addressed to the City of Twin Falls. The following shall be written on the exterior of the envelope"RE-ROOF BUILDING AT 851 POLELINE ROAD." 4.3.1.3 Bidders submitting a"Bid"on this work will be required to figure and furnish everything as called for by these specifications and the requirements of the"Bid"sheet. 4.3.1.5 Sealed"BIDS"will be received on or before the time and date set forth under"INVITATION TO BID". SUPPLEMENTARY INSTRUCTIONS TO BIDDERS SIB-] ARTICLE 5:CONSIDERATION OF BIDS Add to Article 5,the following: 5.2 REJECTION OF BIDS 5.2.1 The owner reserves the right to accept or reject any part or all bids. 5.4 PUBLIC WORKS CONTRACTORS LICENSE 5.4.1 In compliance with the Idaho Laws,the contractor must be registered with the State of Idaho,and hold the required Public Works Contractor's License before obtaining the contract documents and before submitting a bid for this work. 5.5 EMPLOYMENT PRACTICES 5.5.1 Bids shall be based on the provisions of Section 44-1001 and 44-1002 of the Idaho Code dealing with labor preference. ARTICLE 6;POST-BID INFORMATION Add to Article 61 the following: 6.1 CONTRACTOR'S QUALIFICATION STATEMENT 6.1.1 Upon request of the owner,a bidder whose bid is under consideration for award of the contract shall submit,promptly, satisfactory evidence of his financial resources,his experiences,and the organization and equipment he has available for performance of the contract. ARTICLE 7;PERFORMANCE BOND AND PAYMENT Add to Article 7,the following: 7.1 BOND REQUIREMENTS 7.1.1.1 Performance Bond and Labor and Material Payment Bond are required for this project in the amount of 100%of the Contract Amount,and by a surety company authorized to do business in Idaho. Bonds shall be on AIA Document A312. END OF SUPPLEMENTARY INSTRUCTIONS TO BIDDERS SUPPLEMENTARY INSTRUCTIONS TO BIDDERS SIB-2 U r--� C". O U �. 0 w . � Document 00 4113 BID FORM-STIPULATED SUM Owner: Urban Renewal Agency City of Twin Falls P.O.Box 1907 321 2"d Ave,East Twin Falls,ID 83301 Project: Re-Roof 851 Poleline Rd. Twin Falls,ID Date: June 28,2011 Submitted by: Address: 1. Base Bid Proposal Having examined the place of work and all matters referred to in the Instructions to Bidders and the Contract Documents for the above mentioned project, we,the undersigned,hereby offer to enter into a Contract to perform the work for the price of: Dollars($__-- 2. Alternate Bid Proposal See Division 01 10 00 for written descriptions of base bid work and alternates. The following amounts shall be added to the Bid Price. Refer to Section 0120 00—Price and Payment Procedure: Schedule of Alternates for description of alternates. Alternate No. 1:Repair Skylights (add) Dollars Alternate No.2: Added Insulation (add) Dollars($__-- We have included herein,the required Security Bid Bond as required by the Instructions to Bidders. All applicable Federal,State of Idaho,County and City taxes and/or fees are included in the bid price. All cash allowances are included in the bid price. 3. Acceptance This offer shall be open to acceptance and is irrevocable for thirty days from the Bid closing date. If this Bid is accepted by the Owner within the time period stated above,we will: Execute the Agreement within twenty days of receipt of Notice of Award. Re-Roof of the Building at 851 Poleline Road Bid Form Page 1 Furnish the required bonds within ten days of receipt of Notice of Award in the form described in Supplementary Conditions. Commence work within ten days after written Notice to Proceed. If this Bid is accepted within the time stated,and we fail to commence the Work or we fail to provide the required Bond(s),the security deposit shall be forfeited as damages to the Owner by reason of our failure, limited in amount to the lesser of the face value of the security deposit or the difference between this Bid and the Bid upon which the Contract is signed. In the event our Bid is not accepted within the time stated above,the required security deposit shall be returned to the undersigned,in accordance with the provisions of the Instructions to Bidders;unless a mutually satisfactory arrangement is made for its retention and validity for an extended period of time. 4. Contract Time If this Bid is accepted, we will: Complete the Work in thin 30 calendar days from Notice to Proceed. Bidder further agrees to pay as liquidated damages,the sum of Two Hundred Fifty Dollars($250.00)for each consecutive calendar day after date of substantial completion. 5. Addenda The following Addenda have been received. The modifications to the Bid Documents noted therein have been considered and all costs thereto are included in the Bid Price. Addendum# Dated Addendum# Dated Addendum# Dated 6. List of Subcontractors The following work will be performed(or provided)by subcontractors and coordinated by us: Section of Work Name Contractor's License# Mechanical(HVAC)Sub-contractor Mechanical (Plumbing)Sub-contractor Electrical Sub-contractor *Contractor shall be listed for Mechanical(HVAC),Mechanical (plumbing),and Electrical contractors. Failure to list appropriate contractors will disqualify the Bid. 7. Public Works License Number Public Works License# 8. Bid Form Signature(s) Re-Roof of the Building at 851 Poleline Road Bid Form Page 2 The Corporate Seal of (Bidder-please print the full name of your Proprietorship,Partnership,or Corporation) was hereunto affixed in the presence of: (Authorized signing officer Title) (Seal) If the Bid is a joint venture or partnership, add additional forms of execution for each member of the joint venture in the appropriate form or forms as above. End of Document Re-Roof of the Building at 851 Poleline Road Bid Form Page 3 •SAIA em Document AMC0 - 2010 Bid Bond CONTRACTOR: SURETY: (Name, legal status and address) (Name, legal status and principal place of business) ADDITIONS AND DELETIONS: The author of this document has added information needed for its OWNER: completion.The author may also have revised the text of the original (Name, legal status and address) AIA standard form.An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from BOND AMOUNT:$ the author and should be reviewed.A vertical line in the left margin of this PROJECT: document indicates where the author (Name, location or address, and Project number, if any) has added necessary information Sample and where the author has added to or deleted from the original AIA text. The Contractor and Surety are bound to the Owner in the amount set forth above,for the This document has important legal payment of which the Contractor and Surety bind themselves,their heirs,executors, consequences.Consultation with an administrators,successors and assigns,jointly and severally,as provided herein.The attorney is encouraged with respect conditions of this Bond are such that if the Owner accepts the bid of the Contractor within at at its completion or modification. the time specked in the bid documents,or within such time period as may be agreed to by the Owner and Contractor,and the Contractor either(1)enters into a contract with the Any singular reference to Contractor, Owner in accordance with the terms of such bid,and gives such bond or bonds as may be surety,Owner or other party shall be specified in the bidding or Contract Documents,with a surety admitted in the jurisdiction considered plural where applicable. of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof,or(2)pays to the Owner the difference,not to exceed the amount of this Bond, between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to perform the work covered by said bid,then this obligation shall be null and void,otherwise to remain in full force and effect.The Surety hereby waives any notice of an agreement between the Owner and Contractor to extend the time in which the Owner may accept the bid.Waiver of notice by the Surety shall not apply to any extension exceeding sixty(60)days in the aggregate beyond the time for acceptance of bids specified in the bid documents,and the Owner and Contractor shall obtain the Surety's consent for an extension beyond sixty(60)days. If this Bond is issued in connection with a subcontractor's bid to a Contractor,the term Contractor in this Bond shall be deemed to be Subcontractor and the term Owner shall be deemed to be Contractor. When this Bond has been furnished to comply with a statutory or other legal requirement in the location of the Project,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions conforming to such statutory or other legal requirement shall be deemed incorporated herein.When so furnished,the intent is that this Bond shall be construed as a statutory bond and not as a common law bond. Init. AIA Document A31OTM—2010.Copyright©1963,1970 and 2010 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document Is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document,or any portion of it, 1 may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 15:28:53 on 08/02/2010 under Order No.8783451349_1 which expires on 11/20/2010,and is not for resale. User Notes: (1380799075) Signed and sealed this day of , (Principal) (Seal) (Witness) (Title) (Surety) (Seal) (Witness) (Title) AIA Document A310M—2010.Copyright©1963,1970 and 2010 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document Init. is protected by U.S.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this AIA®Document,or any portion of it, 2 may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 15:28:53 on 08/02/2010 under Order No.8763451349_1 which expires on 11/20/2010,and is not for resale. User Notes: (1380799075) P ® TM Document A101 - 2007 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the day of in the year (In words, indicate day,month and year.) ADDITIONS AND DELETIONS: The author of this document has BETWEEN the Owner: added information needed for its (Name, legal status, address and other information) completion.The author may also have revised the text of the original AIA standard form.An Additions and Deletions Report that notes added information as well as revisions to the standard form text is available from the author and should be reviewed.A and the Contractor: vertical line in the left margin of this (Name, legal status, address and other information) document indicates where the author has added necessary information and where the author has added to or deleted from the original AIA text. This document has important legal consequences.Consultation with an attorney is encouraged with respect for the following Project: to its completion or modification. (Name, location and detailed description) AIA Document A201 TM-2007, General Conditions of the Contract ISample for Construction,is adopted in this document by reference.Do not use with other general conditions unless The Architect: this document is modified. (Name, legal status, address and other information) The Owner and Contractor agree as follows. AIA Document A1011m—2007.Copyright 01915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 1 reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 15:30:10 on 08/02/2010 under Order No.8783451349_1 which expires on 11/20/2010,and is not for resale. (1415076218) User Notes: TABLE OF ARTICLES 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM 5 PAYMENTS 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary and other Conditions),Drawings,Specifications,Addenda issued prior to execution of this Agreement,other documents listed in this Agreement and Modifications issued after execution of this Agreement,all of which form the Contract,and are as fully a part of the Contract as if attached to this Agreement or repeated herein.The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations,representations or agreements, either written or oral.An enumeration of the Contract Documents,other than a Modification,appears in Article 9. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract Documents,except as specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION § 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs from the date of this Agreement or, if applicable,state that the date will beflixed in a notice to proceed.) If,prior to the commencement of the Work,the Owner requires time to file mortgages and other security interests,the Owner's time requirement shall be as follows: § 3.2 The Contract Time shall be measured from the date of commencement. § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than ( )days from the date of commencement,or as follows: (Insert number of calendar days.Alternatively, a calendar date may be used when coordinated with the date of commencement.If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work.) AIA Document A101TM—2007.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This Ale Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 2 reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 15:30:10 on 08/02/2010 under Order No.8783451349_1 which expires on 11/20/2010,and is not for resale. User Notes: (1415076218) Portion of Work Substantial Completion Date subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any,for liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Work.) ARTICLE 4 CONTRACT SUM § 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract.The Contract Sum shall be ($ ),subject to additions and deductions as provided in the Contract Documents. § 4.2 The Contract Stun is based upon the following alternates,if any,which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates.If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement,attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) § 4.3 Unit prices,if any: (Identify and state the unit price;state quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price Per Unit($0.00) § 4.4 Allowances included in the Contract Sum,if any: (Identify allowance and state exclusions, if any,from the allowance price.) Item Price ARTICLE 5 PAYMENTS § 5.1 PROGRESS PAYMENTS § 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect,the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. § 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month,or as follows: § 5.1.3 Provided that an Application for Payment is received by the Architect not later than the day of a month,the Owner shall make payment of the certified amount to the Contractor not later than the day of the month.If an Application for Payment is received by the Architect after the application date fixed above,payment shall be made by the Owner not later than ( )days after the Architect receives the Application for Payment. (Federal, state or local laws may require payment within a certain period of time.) § 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the Contractor in accordance with the Contract Documents.The schedule of values shall allocate the entire Contract Sum among the various portions of the Work.The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require.This schedule,unless objected to by the Architect,shall be used as a basis for reviewing the Contractor's Applications for Payment. Init. AIA Document A101TM—2007.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Institute of Architects.All rights reserved.WARNING:This A10 Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 3 reproduction or distribution of this A10 Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the l maximum extent possible under the law.This document was produced by AIA software at 15:30:10 on 08/02/2010 under Order No.8783451349_1 which a)pires on 11/20/2010,and is not for resale. (1415076218) User Notes: § 5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. § 5.1.6 Subject to other provisions of the Contract Documents,the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values,less retainage of percent( %). Pending final determination of cost to the Owner of changes in the Work,amounts not in dispute shall be included as provided in Section 7.3.9 of AIA Document A201TM-2007,General Conditions of the Contract for Construction; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or,if approved in advance by the Owner,suitably stored off the site at a location agreed upon in writing),less retainage of percent( ft .3 Subtract the aggregate of previous payments made by the Owner;and .4 Subtract amounts, if any,for which the Architect has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-2007. § 5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: .1 Add,upon Substantial Completion of the Work,a sum sufficient to increase the total payments to the full amount of the Contract Stun,less such amounts as the Architect shall determine for incomplete Work,retainage applicable to such work and unsettled claims;and (Section 9.8.5 of AIA Document A201-2007 requires release of applicable retainage upon Substantial Completion of Work with consent of surety, if any.) .2 Add,if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Section 9.10.3 of AIA Document A201-2007. § 5.1.8 Reduction or limitation of retainage,if any,shall be as follows: (If it is intended,prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) § 5.1.9 Except with the Owner's prior approval,the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. § 5.2 FINAL PAYMENT § 5.2.1 Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the Contractor when .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201 2007,and to satisfy other requirements,if any,which extend beyond final payment;and .2 a final Certificate for Payment has been issued by the Architect. § 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the Architect's final Certificate for Payment,or as follows: ARTICLE 6 DISPUTE RESOLUTION § 6.1 INITIAL DECISION MAKER The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A201-2007,unless the parties appoint below another individual,not a party to this Agreement,to serve as Initial Decision Maker. AIA Document A101TM—2007.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 4 reproduction or distribution of this AIA®Document,or any portion of It,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 15:30:10 on 08/02/2010 under Order No.8783451349_1 which expires on 11/20/2010,and is not for resale. User Notes: (1415076218) (If the parties mutually agree, insert the name,address and other contact information of the Initial Decision Maker, if other than the Architect.) § 6.2 BINDING DISPUTE RESOLUTION For any Claim subject to,but not resolved by,mediation pursuant to Section 15.3 of AIA Document A201-2007,the method of binding dispute resolution shall be as follows: (Check the appropriate box. If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction.) [ ] Arbitration pursuant to Section 15.4 of AIA Document A201-2007 [ ] Litigation in a court of competent jurisdiction [ ] Other(Specify) ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document A201-2007. § 7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2007. ARTICLE;8 MISCELLANEOUS PROVISIONS § 8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2007 or another Contract Document,the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below,or in the absence thereof,at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) § 8.3 The Owner's representative: (Name, address and other information) § 8.4 The Contractor's representative: (Name,address and other information) Init. AIA Document A101Tm—2007.Copyright©1915,1918,1925,1937,1951.1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 5 reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the t maximum extent possible under the law.This document was produced by AIA software at 15:30:10 on 08/02/2010 under Order No.8783451349_1 which expires on 11/20/2010,and is not for resale. User Notes: (1415076218) § 8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the other party. § 8.6 Other provisions: ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 The Contract Documents,except for Modifications issued after execution of this Agreement,are enumerated in the sections below. § 9.1.1 The Agreement is this executed AIA Document A101-2007,Standard Form of Agreement Between Owner and Contractor. § 9.1.2 The General Conditions are AIA Document A201 2007,General Conditions of the Contract for Construction. § 9.1.3 The Supplementary and other Conditions of the Contract: Document Title Date Pages § 9.1.4 The Specifications: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Date Pages § 9.1.5 The Drawings: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Number Title Date § 9.1.6 The Addenda,if any: Number Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. § 9.1.7 Additional documents, if any,forming part of the Contract Documents: .1 AIA Document E201TM-2007,Digital Data Protocol Exhibit,if completed by the parties,or the following: .2 Other documents,if any, listed below: (List here any additional documents that are intended to form part of the Contract Documents.AIA Document A201-2007 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders,sample forms and the Contractor's bid are not part of the Contract Documents AIA Document Al01 TM—2007.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 6 reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the t maximum extent possible under the law.This document was produced by AIA software at 15:30:10 on 08/02/2010 under Order No.8783451349_1 which expires on 11/20/2010,and is not for resale. User Notes: (1415076218) unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A201-2007. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 of AIA Document A201-2007.) Type of insurance or bond Limit of liability or bond amount($0.00) This Agreement entered into as of the day and year first written above. OWNER(Signature) CONTRACTOR(Signature) (Printed name and title) (Printed name and title) AIA Document All 01 Tre—2007.Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 7 reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 15:30:10 on 08/0 212 0 1 0 under Order No.8783451349_1 which expires on 11/20/2010,and is not for resale. User Notes: (1415076218) GENERAL CONDITIONS By Reference AIA Document A201, General Conditions of the Contract for Construction, 2007 Edition, is hereby included by reference and shall be a part of the Contract Documents. Copies of AIA Document A201 are available for review at the offices of the Owner and Architect. Copies of the document may be purchased from the American Institute of Architects or its local distributor. General Conditions 1/1 DOCUMENT 00811 SUPPLEMENTARY CONDITIONS The following supplements modify the "General Conditions of the Contract for Construction," AIA Document A201-1997. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered portions of the General Conditions shall remain in effect. ARTICLE 1;GENERAL PROVISIONS 1.1 BASIC DEFINITIONS Add to I J the following: 1.1.2.1 Unless otherwise required in the Bidding documents,the Agreement for the Work will be written on a contract similar to AIA Document A101, Standard Form of Agreement Between Owner and Contractor where the basis of payment is a stipulated sum. 1.1.4.1 The entire Project shall be considered as one "portion" unless separate areas or phases are designated for separate completion times or separate areas of completion and occupancy. This definition is for use in determining release of retainage. ARTICLE 2;OWNER Delete 2.1.2 Add to 2.1 the following: 2.1.3 Contractor shall have no Lien privileges. Contractor shall provide 100%Payment and Performance Bonds. ARTICLE 3; CONTRACTOR 3.4 LABOR AND MATERIALS Add the following Subparagraphs 3.4.4 and 3.4.5 to 3.4: 3.4.4 After the Contract has been executed,the Owner and the Architect will consider a formal request for the substitution of products in place of those specified only under the following conditions: .1 Required product cannot be supplied in time for compliance with Contract time requirements. .2 Required product is not acceptable to governing authority,or determined to be non-compatible,or cannot be properly coordinated,warranted or insured,or has other recognized disability as certified by Contractor. .3 Substantial advantage is offered Owner after deducting offsetting disadvantages including delays, additional compensation to Architect/Engineer for redesign, investigation,evaluation and other necessary services, and similar considerations. 3.4.5 By making requests for substitutions based on Clause 3.4.4 above,the Contractor: .1 represents that he has personally investigated the proposed substitute product and determined that it is equal or superior in all respects to that specified; .2 represents that he will provide the same warranty for the substitution that he would for that specified; Supplementary Conditions/1 Reroof of the Building at 851 Poleline Road .3 certifies that the cost data presented is complete and includes all related costs under separate contracts, but excludes the Architect's redesign costs,and waives all claims for additional costs related to the substitution which subsequently become apparent;and .4 will coordinate the installation of the accepted substitute, making such changes as may be required for the Work to be complete in all respects. .5 contractor to use American Steel only on this project. 3.4.6 All labor and materials(Work)shall be accomplished in accordance with the Secretary of Interior Standards. 3.5 WARRANTY Add to 3.5 the following: 3.5.4 Bonds shall remain in effect during the one year warranty period. 3.5.3 Contractor shall provide a letter of warranty on all labor, materials,equipment and workmanship for a period of one year. This is in addition to other warranties required for individual equipment or work. 3.6 TAXES Add the following to 3.6: 3.6.2 The contractor, in consideration of securing the business of erecting or constructing public works in this state,recognizing that the business in which he is engaged is of a transitory character,and that in the pursuit thereof, his property used therein may be without the state when taxes,excised,or license fees to which he is liable become payable, agrees: - .1 To pay promptly when due all taxes,(other than on real property),excises and license fees due to the state, its subdivisions, and municipal and quasi-municipal corporations therein, accrued or accruing during the term of this contract,whether or not the same shall be payable at the end of such term; .2 That if the said taxes,excises, and license fees are not payable at the end of said term,but liability for the payment thereof exists even though the same constitute liens upon his property,to secure the same to the satisfaction of the respective officers charged with the collection thereof;and .3 That, in the event of his default in the payment of securing of such taxes,excises, and license fees, to consent that the department, officer,board,or taxing unit entering into this contract may withhold from any payment due him hereunder the estimated amount of such accrued and accruing taxes,excises, and license fees for the benefit of all taxing units to which said contractor is liable. 3.6.3 Before entering into a contract,the Contractor shall be authorized to do business in the state and shall submit a properly executed Contractor's Affidavit Concerning Taxes. 3.6.4 Within ten days of receipt of forms from Owner,Contractor shall complete and return to Owner, forms as required by tax collector, showing dates,names,addresses,contracting parties, including all subcontractors, and all other relevant information which may be required. 3.9 SUPERINTENDENT Add the following paragraph to 3.9.1: Supplementary Conditions/2 Reroof of the Building at 851 Poleline Road The Contractor shall employ a competent superintendent who speaks English and is satisfactory to the Consultant. The superintendent shall be in attendance at the Project site during the progress of the Work.This superintendent shall not be changed except with the prior consent of the Consultant, unless the superintendent ceases to be in Contractor's employ.The replacement superintendent shall also be subject to these conditions. The superintendent shall represent the Contractor,and all communications given to the superintendent shall be as binding as if given to the Contractor.Important communication will be confirmed in writing. Other communications will be so confirmed on written request in each case. 3.10 CONTRACTOR'S CONSTRUCTION SCHEDULE Add to 3.10 the following: 3.10.4 Contractor shall provide a critical path schedule representative of a schedule of values which shows the amount for the scheduled items. Schedule shall be kept updated to receive payment. 3.17 ROYALTIES,PATENTS AND COPYRIGHTS Add to 3.17 the following: 3.17.5 In addition to those royalties and license fees specifically referred to in the Contract,the Contractor shall pay any and all other royalties and license fees which are required to be paid pursuant to activities performed under or incident to the Contract. 3.17.6 The Contractor shall indemnify and save the CLIENT and its agents and employees harmless from and against any and all liability,demands,causes of action or claims whether well-founded or otherwise,including the cost of defending the same, for any and all patent infringement or other patent claims arising out of activities performed under or incident to the Contract. 3.18 INDEMNIFICATION Add the following to 3.18: 3.18.3 The Owner expects your work to conform with professional standards. The contractor is expected to hold the Owner harmless for all dangers or claims arising out of the work performed by the contractor. The Owner will not agree to hold the contractor harmless for damages or claims. 4.6 ARBITRATION Add the following to 4.6: 4.6.7 Arbitration may be used if both parties to contract are in agreement to do so. ARTICLE 7;CHANGES IN THE WORK 7.3 CONSTRUCTION CHANGE DIRECTIVE 7.3.6 In the first sentence, delete the words "a reasonable allowance for overhead and profit" and substitute "an allowance for overhead and profit in accordance with Clauses 7.3.10.1 through 7.3.10.6 below." Add the following subparagraph 7.3.10 to 7.3: 7.3.10 In subparagraph 7.3.6,the allowance for the combined overhead and profit included in the total cost to the Owner shall be based on the following schedule: Reroof of the Building at 851 Poleline Road Supplementary Conditions/3 .1 For the Contractor,for Work performed by the Contractor's own forces, 15 percent of the cost. .2 For the Contractor,for Work performed by the Contractor's subcontractor,5 percent of the amount due the subcontractor. .3 For each subcontractor or sub-subcontractor involved,for Work performed by that subcontractor's or sub-subcontractor's own forces, 10 percent of the cost. .4 For each subcontractor,for Work performed by the subcontractor's sub-subcontractors,5 percent of the amount due the sub-subcontractor. .5 Cost to which overhead and profit is to be applied shall be determined in accordance with subparagraph 7.3.6. .6 Overhead shall be considered to include hand tools, field office costs other than included in subparagraph 7.3.6.5, home office costs,and all other costs not specifically listed in paragraph 7.3.6. .7 In order to facilitate checking of quotations for extras or credits,all proposals,except those so minor that their propriety can be seen by inspection, shall be accompanied by a complete itemization of costs including labor, materials,equipment and subcontracts. Labor,materials and equipment shall be itemized in the manner prescribed above. Where major cost items are subcontracts,they shall be itemized also. In no case will a change involving over $1,000.00 be approved without such itemization. ARTICLE 8;TIME In paragraph 8.1.2, in the first sentence,delete the word"Agreement" and substitute "Notice to Proceed." 8.3 DELAYS AND EXTENSIONS OF TIME In paragraph 8.3.1, in the first sentence, delete the word "arbitration" and substitute "litigation." Delete paragraph 8.3.3 and substitute the following: 8.3.3 "The Contractor agrees to make no claim for damages for delay in the performance of this contract occasioned by any act or omission to act of the Owner,its Architect,its agents or employees or any other Contractor, and agrees that any such claim shall be fully compensated for by an extension of time to complete performance of the work." ARTICLE 9;PAYMENTS AND COMPLETION 9.3 APPLICATIONS FOR PAYMENT 9.3.1 Delete "At least ten days" in the first sentence and substitute the following: On or before the date of the monthly construction meeting,but not less than thirty days Add the following Clauses 9.3.1.3 and 9.3.1.4 to 9.3.1: 9.3.1.3 Until substantial completion, the Owner will pay ninety(90)percent of the amount due the Contractor on account of progress payments. 9.3.1.4 The Contractor shall not withhold from a subcontractor or supplier more than the percentage withheld from a payment certificate for their portion of the work. Supplementary Conditions/4 Reroof of the Building at 851 Poleline Road 9.3.2 Add the following sentence: Payment for materials and equipment stored onsite for which the Contractor has paid for and provides copies of paid invoices. 9.8 SUBSTANTIAL COMPLETION ADD THE FOLLOWING: 9.8.3 Add the following sentence: The payment shall be sufficient to increase the total payment to ninety(90%)percent of the contract sum,less such amounts as the Architect shall determine for all incomplete Work and unsettled claims. Add Subparagraph 9.8.6 9.8.6. The Owner will retain 10%of the Contractor's earned sum to ensure faithful performance. At the Owner's discretion,the retainage may be reduced to 5% when the work is completed to 50%. 9.10 FINAL COMPLETION AND FINAL PAYMENT 9.10.1 Shall be modified as follows: The final retainage shall become due and payable to the Contractor in not more than thirty(30)days after issuance of the final Certificate for Payment by the Architect,provided that the conditions of paragraph 9.10.2 are fully satisfied. Add to Article 9 the following: 9.11 LIQUIDATED DAMAGES 9.11.1 The Owner will suffer financial loss in an amount that is difficult to quantify if the Project is not Substantially Complete on the date set forth in the Contract Documents. The Contractor(and his Surety)shall be liable for and shall pay to the Owner the sums hereinafter stipulated as fixed,agreed and liquidated damages,and not as a penalty,for each calendar day of delay until the Work is substantially completed: Two Hundred Fifty and No Cents($250.00) ARTICLE 10;PROTECTION OF PERSONS AND PROPERTY 10.2 SAFETY OF PERSONS AND PROPERTY Add the following Clause 10.2.4.1 to 10.2.4: 10.2.4.1 When use or storage of explosives or other hazardous materials or equipment or unusual methods are necessary,the Contractor shall give the Owner reasonable advance notice. ARTICLE 11;INSURANCE AND BONDS 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1.1 Delete the semicolon at the end of Clause 11.1.1.1 and add:including private entities performing Work at the site and exempt from the coverage on account of number of employees or occupation, which entities shall maintain voluntary compensation coverage at the same limits specified for mandatory coverage for the duration of the Project. Reroof of the Building at 851 Poleline Road Supplementary Conditions/5 11.1.1.2 Delete the semicolon at the end of Clause 11.1.1.2 and add:or persons or entities excluded by statute from the requirements of Clause 11.1.1.1 but required by the Contract Documents to provide the insurance required by that Clause. Add the following Clauses to 11.1.2.1 to 11.1.2: 11.1.2.1 The insurance required by subparagraph 11.1.1 shall be written for not less than the following limits: All contractors who provide goods or services to on this project are required to provide the Owner with certificates of insurance for General Liability,Auto Insurance,Workers Compensation,and Professional Liability if applicable. The General Liability and/or Professional Liability certificate must name the Owner as an additional insured under the contractor's policy. Certificates are to be provided to the Owner prior to any work commencing on the project. This would include the placement of any equipment or materials at the work site. MINIMUM INSURANCE LIMITS General Liability $1,000,000 per occurrence $1,000,000 products and completed operations $1,000,000 annual aggregate Auto Liability $1,000,000 per occurrence Worker's Compensation Statutory Professional Liability $1,000,000 per occurrence - $1,000,000 annual aggregate Add the following Clause 11.1.4 to 11.1: 11.1.4 Insurance Companies Providing Coverage: All companies listed must berated AB Class V or better in the A.M.Best Company Key Rating Guide:Property: Casualty, current edition. 11.4 PROPERTY INSURANCE Delete 11.4.1 - 11.4.1.5 Add the following to 11.4 11.4.6 Contractor shall provide property insurance 11.5 PERFORMANCE BOND AND PAYMENT BOND 11.5.3 The successful bidder will be required to furnish a 100%Performance Bond when entering into the contract work. 11.5.4 The successful bidder will be required to furnish a 100% Payment Bond when entering into the contract work. Supplementary Conditions/6 Reroof of the Building at 851 Poleline Road ARTICLE 13;MISCELLANEOUS PROVISIONS 13.6 INTEREST Delete paragraph 13.6.1 and substitute the following: 13.6.1 Payments due and unpaid under the Contract Documents(30 days from date received by the Architect)shall bear no interest until 30 days past due,thereafter they shall bear interest at the rate of 8%per annum calculated from 30 days past due(60 days from date received by the Architect) until the date of the check as posted by the State Auditor. 13.7 COMMENCEMENT OF STATUTORY LIMITATION PERIOD Delete paragraphs 13.7.1 and subparagraphs .1, .2 and .3 and substitute the following: 13.7.1 As between the Owner and Contractor as to acts or failures to act,any applicable statute of limitations shall commence to run and any legal cause of action shall be deemed to have accrued in any and all events in accordance with Idaho law. Add the following Paragraph 13.8 to Article 13: 13.8 EQUAL OPPORTUNITY Add the following to 13.8: 13.8.1 The Contractor shall maintain policies of employment as follows: 13.8.1.1 The Contractor and the Contractor's Subcontractors shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, age or national origin. The Contractor shall take affirmative action to insure that applicants are employed,and that employees are treated during employment without regard to their race,religion,color, sex,age or national origin. Such action shall include,but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination;rates of pay or other forms of compensation;and selection for training,including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies of non-discrimination. 13.8.1.2 The Contractor and the Contractor's Subcontractors shall, in all solicitations or advertisements for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion,color, sex,age or national origin. ARTICLE 14;TERMINATION OR SUSPENSION OF THE CONTRACT 14.1 TERMINATION BY THE CONTRACTOR In paragraph 14.1.1, in the first sentence,change "30"to "60." In paragraph 14.1.2 delete the last three words and substitute "and profit." In paragraph 14.1.3, add to the end of the paragraph, "as modified." Add the following Paragraph 14.4 to Article 14; 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE Reroof of the Building at 851 Poleline Road Supplementary Conditions/7 14.4.1 The Owner may,at any time,terminate the Contract for the Owner's convenience and without cause. 14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's convenience, the Contractor shall: .1 Cease operations as directed by the Owner in the notice; .2 Take actions necessary, or that the Owner may direct, for the protection and preservation of the work;and .3 Except for Work directed to be performed prior to the effective date of termination stated in the notice,terminate all existing Subcontracts and purchase orders and enter into no further Subcontracts and purchase orders. 14.4.3 In the case of such termination for the Owner convenience, the Contractor shall be entitled to receive payment from the Owner on the same basis provided in Subparagraph 14.1.2 as modified. 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C/l U ,sue U N H DIVISION 01 GENERAL CONDITIONS SECTION 0110 00 SUMMARY PART 1 GENERAL 1.1 SECTION INCLUDES A. Contract description. B. Work by Owner. C. Project Responsibility. D. Contractor's use of site and premises. E. Work sequence. F. Owner occupancy. G. Specification Conventions. H. Specification and Drawing Coordination. 1.2 CONTRACT DESCRIPTION A. Work of the Project includes re-roofing approximately 43,000 square feet of roof on the building at 851 Poleline Road,Twin Falls,Idaho. B. Perform Work of Contract under fixed cost contract with Owner in accordance with Conditions of Contract. 1.3 WORK BY OWNER A. Items noted NIC(Not in Contract), and by others will be furnished and installed by Owner. 1.4 PROJECT RESPONSIBILITY A. The General Contractor will divide construction operations. B. Cleaning operations as specified in other Division 1 sections will be assigned by the General Contractor. 1.5 CONTRACTOR'S USE OF SITE AND PREMISES A. Limit use of site and premises to allow: 1. Tenant occupancy. 2. Work by Others and Work by Tenant. 3. Use of site and premises by the public. B. Access to Site: Coordinate with the Owner and Tenant C. Construction Operations: Limited to areas noted on Drawings. Reroof of the Building at 851 Poleline Road 01 10 00/1 D. Utility Outages and Shutdown: 72 hour notification to Owner and Tenant with description of the outage or shutdown. E. Construction security: 1. All Construction workers shall wear colored safety vests. 2. All Contraction workers shall wear owner provided security badge. F. Contractor shall not block any roadways,parking lanes or access to the parking lot. 1.6 WORK SEQUENCE A. Construct Work to accommodate Owner's occupancy requirements during construction period, coordinate construction schedule with Tenant's hours of operation and with Owner and Architect. 1.7 SPECIFICATION CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections using CSI numbering system. B. Section Identification: The Specifications are section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents. C. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words,and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated;words and meanings shall be interpreted as appropriate. Words implied,but not stated,shall be inferred,as the sense requires. Singular words shall be interpreted as plural and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally,the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words"shall,""shall be,"or"shall comply with,"depending on the context, are implied where a colon(:)is used within a sentence or phrase. 1.8 SPECIFICATION AND DRAWING COORDINATION A. The specifications and drawings are complementary to each other. Should there be a conflict between specifications and drawings,request clarification from the Architects before proceeding. B. The drawings within the construction documents are complimentary to each other. Should there be a conflict between drawings,request clarification from the Architects before proceeding. PART 2 PRODUCTS -Not Used PART 3 EXECUTION-Not Used END OF SECTION 01 10 00/2 Reroof of the Building at 851 Poleline Road SECTION 0120 00 PRICE AND PAYMENT PROCEDURES PART 1 GENERAL 1.1 SECTION INCLUDES A. Schedule of values. B. Applications for payment. C. Change procedures. D. Alternates. 1.2 SCHEDULE OF VALUES A. Submit printed schedule on AIA Form G703 -Continuation Sheet for G702.Contractor's similar form or electronic media printout will be considered. B. Submit Schedule of Values in duplicate within 15 days after date of Owner-Contractor Agreement. C. Format and Content: Utilize Table of Contents of this Project Manual. Identify each line item with number and title of major specification Section. 1. Include the following Project identification of the Schedule of Values: a. Project name and location b. Name of General Contractor C. Name of Architect d. Owner's project number e. Date of submittal. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division b. Description of the Work C. Change Orders(numbers)that affect value. d. Dollar value 3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluations of Applications of Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 4. Round amounts to nearest whole dollar; total shall equal the Contract 5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored,but not installed. a. Differentiate between items stored on-site and items stored off-site. Include evidence of insurance or bonded warehousing if required. 6. Provide separate line items in the Schedule of Values for initial cost of materials,for each subsequent stage of completion,and for total installed value of that part of the Work. 7. Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. a. Temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown as separate line items in the Schedule of Values or distributed as general overhead expense,at Contractor's option. Reroof of the Building at 851 Poleline Road 01 20 00/1 8. Provide line item for project close out. D. Update and resubmit the Schedule of Values with the next Application for Payment to include authorized Change Orders. E. Revise schedule to list approved Change Orders, with each Application for Payment. 1.3 APPLICATIONS FOR PAYMENT A. Submit one copies of each application on AIA Form G702 -Application and Certificate for Payment and AIA G703 -Continuation Sheet for G702. B. Content and format: Utilize Schedule of Values for listing items in Application for Payment. C. Complete every entry on form. Execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. 1. Entries shall match data on the Schedule of Values. 2. Include amounts of Change Orders approved before last day of construction period covered by application. D. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. E. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner and Contractor. The period of construction work covered by each Application of Payment is the period indicated in the Agreement. F. Administrative actions and submittals that must precede or coincide with submittal of first Application of Payment include the following: 1. List of subcontractors(if applicable) 2. Schedule of Values 3. Submittals Schedule(preliminary if not final). 4. List of Contractor's staff assignments 5. Copies of permits(if applicable) 6. Copies of authorizations and licenses form authorities having jurisdiction for performance of the Work. 7. Initial progress report G. Submit with transmittal letter as specified for Submittals in Section 0133 00-Submittal Procedures. l. One signed original copy of Application for Payment to the Architect. H. Submit updated construction schedule with each Application for Payment. I. After issuing the Certificate of Substantial Completion, submit an Application of Payment showing 95 percent completion of portion of the Work claimed as substantially complete. 1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. J. Submit final Application for Payment showing 100 percent completion with releases and supporting documentation not previously submitted and accepted, including,but not limited,to the following: 1. Evidence of completion of Project closeout requirements 2. Insurance certificates for products and completed operations where required and proof that taxes,fees,and similar obligations were paid. 01 20 00/2 Reroof of the Building at 851 Poleline Road 3. AIA Document G706,"Contractor's Affidavit of Payment of Debts and Claims" 4. AIA Document G707, "Consent of Surety to Final Payment." 5. DPW Release of Claims 6. Final, liquidated damages settlement statement 7. Letter stating all punch list items are completed. 8. Tax Release from the Idaho Tax Commission—Submit page CRTR-1 to Idaho Tax Commission to obtain Tax Release. 1.4 CHANGE PROCEDURES A. Submittals: Submit name of individual authorized to receive change documents,and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work. B. Minor changes in work 1. The Architect/Engineer will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions on AIA Form G710. C. Proposal Request l. The Architect may issue a Proposal Request including a detailed description of proposed change with supplementary or revised Drawings and specifications, a. Within seven(7)days after receipt of Proposal Request, submit a quotation proposing cost adjustments to the Contract Sum and the Contract Schedule necessary to execute the change. 1) Include a list of quantities of products required or eliminated and unit costs,with total amount of purchases and credits to be made. If requested,furnish survey data to substantiate quantities. 2) Indicate applicable taxes,delivery charges,equipment rental, and amounts of trade discounts. 3) Include a Schedule that indicates the effect of the change, including,but not limited to,changes in activity duration,start and finish times,and activity relationship. 2. Contractor may propose changes by submitting a request for change to Architect, describing proposed change and its full effect on the Work. a. Include a statement describing reason for the change,and effect on Contract Sum and Contract Time with full documentation and a statement describing effect on Work by separate or other Contractors. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested,furnish survey data to substantiate quantities. b. Indicate applicable taxes,delivery charges,equipment rental,and amounts of trade discounts. C. Include a Schedule that indicates the effect of the change, including,but not limited to,changes in activity duration, start and finish times, and activity relationship. d. Document requested substitutions in accordance with Section 0160 00-Product Requirements. D. Change Order Procedures 1. Construction Change Directive: Architect/Engineer may issue directive,on AIA Form G713 Construction Change Directive signed by Owner, instructing Contractor to proceed with change in the Work,for subsequent inclusion in a Change Order. a. Document will describe changes in the Work, and designate method of determining any change in Contract Sum or Contract Time.Promptly execute change. Reroof of the Building at 851 Poleline Road 01 20 00/3 b. Documentation: Maintain detailed records of change in cost and/or time with sufficient data as the Architect may prescribe for the work required by the Construction Change Directive. C. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. 2. Change Order Forms: AIA G701 Change Order. 3. Execution of Change Orders: Architect will issue Change Orders using AIA G701 Change Order form for signatures of parties as provided in Conditions of the Contract. 4. Correlation Of Contractor Submittals: a. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Sum/Price. b. Promptly revise progress schedules to reflect change in Contract Time,revise sub-schedules to adjust times for other items of work affected by the change, and resubmit. C. Promptly enter changes in Project Record Documents. 1.5 ALTERNATES A. Definitions 1. Alternate: An amount proposed by bidders and stated on Bid Form work defined in the Bidding Requirements that may be added to the Base Bid amount if Owner decides to accept a corresponding alternate to be completed. a. The cost of each alternate is an addition to the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum. b. The cost of alternate shall include all contractor costs,profit and overhead. B. Procedures 1. Modify or adjust affected adjacent work as necessary to completely integrate the work of the alternate into Project. a. Include as part of each alternate,miscellaneous devices, accessory objects,and similar items incidental to or required for a complete installation whether or not indicated as part of alternate. 2. Execute accepted alternates under the same conditions as other work of the Contract. 3. Schedule: A Schedule of Alternates is included at the end of the Section. C. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in Owner-Contractor Agreement. D. Schedule of Alternates: 1. Alternate No. 1: Repair Existing Skylights : a. Base Bid Item: No repairs to existing skylights b. Alternate Item: Install overglazed retrofit system per manufacturer's instruction over existing skylights. 2. Alternate No. 2: Additional Roof Insulation: a. Base Bid Item: Install fiberglass mat faced gypsum roof board over existing insulation. b. Alternate Item: Install an additional 1 r/2"of polyisocyanurate insulation to cover the entire roof. 1) Install fiberglass mat faced gypsum roof board over the additional insulation. 2) Extend existing curb as required for additional insulation to meet roofing manufacturer's warranty requirements. 3) Remove and replace existing mechanical equipment as required to extend existing curbs. 01 20 00/4 Reroof of the Building at 851 Poleline Road 4) Disconnect,extend and reconnect existing electric service to rooftop units as required to extend existing curbs. PART 2 PRODUCTS-Not Used PART 3 EXECUTION-Not Used END OF SECTION Reroof of the Building at 851 Poleline Road 01 20 00/5 SECTION 0130 00 ADMINISTRATIVE REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Coordination and project conditions. B. Preconstruction meeting. C. Progress meetings. D. Pre-installation meetings. E. Submittals F. Special Procedures. G. Administrative and Supervisory Personnel H. Cutting and patching. 1.2 COORDINATION AND PROJECT CONDITIONS A. Contractor shall provide a full time Superintendent, on site throughout the course of the work to facilitate the coordination of the work. Approval by the Architect and Owner is required for change of the Superintendent during the course of the work. Project Superintendent shall have five(5)years minimum experience as a Superintendent. Contractor shall provide experience verification to the Architect prior to start of work. 1. The Superintendent shall be on site when any work in being performed by a subcontractor or the General Contractor. B. Coordinate scheduling, submittals,and Work of various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components,before or after its own installation. 2. Coordinate installation of different components with other contracts to ensure maximum accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. C. If necessary, prepare memoranda for distribution to each party involved,outlining special procedures required for coordination. D. Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. 1. Salvage materials and equipment involved in performance of,but not actually incorporated into,the Work. E. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing,connecting to, and placing in service,operating equipment. Reroof of the Building at 851 Poleline Road 01 30 00/1 F. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings.Follow routing shown for pipes, ducts,and conduit, as closely as practicable; place runs parallel with lines of building.Utilize spaces efficiently to maximize accessibility for other installations,for maintenance,and for repairs. G. In finished areas except as otherwise indicated,conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements. H. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion and for portions of Work designated for Owner's partial occupancy. I. After Owner occupancy of premises,coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents,to minimize disruption of Owner's activities. 1.3 PRECONSTRUCTION MEETING A. Architect will schedule meeting after Notice of Award. B. Attendance Required: Owner,Architect,Consulting/Engineer,and Contractor. C. Agenda: 1. Execution of Owner-Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors,list of products, schedule of values,and progress schedule. 5. Designation of personnel representing parties in Contract, and Architect/Engineer. 6. Procedures and processing of field decisions, submittals, and substitutions,applications for payments,proposal request,Change Orders,and Contract closeout procedures. 7. Scheduling. D. Record minutes and distribute copies within five days after meeting to participants,with one copy to Architect,Consulting Engineers, Owner,and those affected by decisions made. 1.4 PROGRESS MEETINGS A. Schedule meetings throughout progress of the Work at maximum monthly intervals. B. Provide meeting space at Project Site. C. Architect will prepare agenda with copies for participants,and preside at meetings. D. Attendance Required: Job superintendent,major subcontractors and suppliers,Owner,Architect as appropriate to agenda topics for each meeting. E. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations,problems,and decisions. 4. Identification of problems impeding planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 01 30 00/2 Reroof of the Building at 851 Poleline Road 9. Planned progress during succeeding work period. 10. Coordination of projected progress. 11. Maintenance of quality and work standards. 12. Effect of proposed changes on progress schedule and coordination. 13. Other business relating to Work. F. Record minutes and distribute copies within five days after meeting to participants, with one copy to Architect, Consulting Engineer,Owner,and those affected by decisions made. 1.5 PRE-INSTALLATION MEETINGS A. When required in individual specification sections,convene pre-installation meetings at Project site prior to commencing work of specific section. B. Require attendance of parties directly affecting,or affected by, Work of specific section. C. Notify Architect/Engineer seven days in advance of meeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of installation,preparation and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute copies within five days after meeting to participants,with one copy to Architect and those affected by decisions made. 1.6 SUBMITTALS A. Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities. 1. Indicate relationship of components shown on separate Shop Drawings. 2. Indicate required installation sequences. 3. Refer to Division 26 for specific coordination drawing requirements for electrical installations. 4. Within 5 days before state of construction operations,submit a list of the principal staff assignments, including each Contractor's foreman and other personnel in attendance at Project site along with their telephone numbers, including home and office telephone numbers. 5. Post copies of list in temporary field office, 1.7 ADMINISTRATIVE AND SUPERVISORY PERSONNEL A. In addition to each Contractor's Project foreman,provide other administrative and supervisory personnel as required for proper performance of the Work. 1. Include special personnel required for coordination of operations with sub-contractors PART 2 PRODUCTS-Not Used PART 3 EXECUTION 3.1 CUTTING AND PATCHING A. Employ skilled and experienced installer to perform cutting and patching. Reroof of the Building at 851 Poleline Road 01 30 00/3 B. Submit written request in advance of cutting or altering elements affecting: 1. Structural integrity of element. 2. Integrity of weather-exposed or moisture-resistant elements. 3. Efficiency, maintenance,or safety of element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate contractor. C. Execute cutting,fitting,and patching to complete Work,and to: 1. Fit the several parts together,to integrate with other Work. 2. Uncover Work to install or correct ill-timed Work. 3. Remove and replace defective and non-conforming Work. 4. Remove samples of installed Work for testing. 5. Provide openings in elements of Work for penetrations of mechanical and electrical Work. D. Execute work by methods to avoid damage to other Work,and to provide proper surfaces to receive patching and finishing. E. Restore Work with new products in accordance with requirements of Contract Documents. F. Seal all penetrations through roofs watertight. G. Fit Work tight to pipes, sleeves,ducts,conduit,and other penetrations through surfaces. H. Identify hazardous substances or conditions exposed during the Work to Architect/Engineer for decision or remedy. 3.2 SPECIAL PROCEDURES A. Materials: As specified in product sections; match existing with new products and salvaged products for patching and extending work. B. Employ skilled and experienced installer to perform alteration work. C. Cut,move, or remove items as necessary for access to alterations and renovation Work.Replace and restore at completion. D. Remove unsuitable material not marked for salvage, including rotted wood,corroded metals,and deteriorated masonry and concrete.Replace materials as specified for finished Work. E. Remove debris and abandoned items from area and from concealed spaces. F. Prepare surface and remove surface finishes to permit installation of new work and finishes. G. Close openings in exterior surfaces to protect existing work from weather and extremes of temperature and humidity. H. Remove,cut,and patch Work in manner to minimize damage and to permit restoring products and finishes to original or specified condition. I. Where new Work abuts or aligns with existing,provide smooth and even transition.Patch Work to match existing adjacent Work in texture and appearance. 01 30 00/4 Reroof of the Building at 851 Poleline Road J. When finished surfaces are cut so that smooth transition with new Work is not possible,terminate existing surface along straight line at natural line of division and submit recommendation to Architect/Engineer for review. K. Where change of plane of 1/4 inch or more occurs, submit recommendation for providing smooth transition;to Architect/Engineer for review. L. Patch or replace portions of existing surfaces which are damaged, lifted, discolored,or showing other imperfections. M. Finish surfaces as specified in individual product sections. END OF SECTION Reroof of the Building at 851 Poleline Road 01 30 00/5 SECTION 0133 00 SUBMITTAL PROCEDURES PART 1 GENERAL 1.1 SECTION INCLUDES A. Submittal procedures. B. Construction progress schedules. C. Contractor use of architects CAD files. D. Product data. E. Shop drawings. F. Samples. G. Design data. H. Test reports. I. Certificates. J. Manufacturer's instructions. K. Contractor's Review. L. Architect's Action. 1.2 SUBMITTAL PROCEDURES A. Electronic copies of CAD Drawings of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals. B. Transmit each submittal with AIA Form G810. C. Sequentially number transmittal forms.Mark revised submittals with original number and sequential alphabetic suffix. D. Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 3. Include the following information on label for processing and recording action taken: a. Project name b. Owner's Project Number. C. Date d. Name and address of Architect e. Name and address of Contractor f. Name and address of subcontractor, if any g. Name and address of supplier h. Name and address of Manufacturer i. Unique identifier, including revision number O1 33 00/1 Reroof of the Building at 851 Poleline Road j. Number and title of appropriate Specification Section k. Drawing number and detail references, as appropriate 1. Other necessary identification E. Apply Contractor's stamp, signed or initialed certifying that review,approval, verification of products required,field dimensions,adjacent construction Work, and coordination of information is in accordance with requirements of the Work and Contract Documents. F. Transmit each package with transmittal form individually and appropriately for transmittal and handling. Architect will return submittals,without review,received from sources other than General Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead,record relevant information,requests for data,revisions other than those requested by Architect on previous submittals,and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 3. Provide locations on transmittal form for the following information. a. Project Name b. Owner's Project Number C. Date d. Destination(To :} e. Source(From :) f. Names of subcontractor,manufacturer, and supplier g. Category and type of submittal h. Submittal purpose and description i. Submittal and transmittal distribution record j. Remarks k. Signature of transmitter G. Schedule submittals to expedite Project,and deliver to Architect at business address.Coordinate submission of related items. H. For each submittal for review, allow 10 days excluding delivery time to and from Contractor. I. Identify variations from Contract Documents and product or system limitations which may be detrimental to successful performance of completed Work. J. Allow space on submittals for Contractor and Architect/Engineer review stamps. K. When revised for resubmission, identify changes made since previous submission. L. Distribute copies of reviewed submittals as appropriate.Instruct parties to promptly report inability to comply with requirements. M. Submittals not requested will not be recognized or processed. N. Use only final submittals with mark indicating action taken by Architect in connection with construction. 01 33 00/2 Reroof of the Building at 851 Poleline Road 1.3 CONSTRUCTION PROGRESS SCHEDULES A. Submit initial schedules within 7 days after date established in Notice to Proceed.After review, resubmit required revised data within ten days. B. Submit revised Progress Schedules with each Application for Payment. C. Distribute copies of reviewed schedules to Project site file, subcontractors, suppliers,and other concerned parties. D. Instruct recipients to promptly report, in writing,problems anticipated by projections indicated in schedules. E. Submit computer generated horizontal bar chart with separate line for each section of Work, identifying first work day of each week. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate early and late start,early and late finish,float dates,and duration. F. Indicate estimated percentage of completion for each item of Work at each submission. G. Submit separate schedule of submittal dates for shop drawings,product data, and samples, including,and dates reviewed submittals will be required from Architect/Engineer. Indicate decision dates for selection of finishes. H. Indicate delivery dates for Owner furnished products. 1. Revisions To Schedules: 1. Indicate progress of each activity to date of submittal,and projected completion date of each activity. 2. Identify activities modified since previous submittal,major changes in scope,and other identifiable changes. 3. Prepare narrative report to define problem areas,anticipated delays, and impact on Schedule.Report corrective action taken,or proposed,and its effect. 1.4 CONTRACTOR'S USE OF ARCHITECT'S CAD FILES A. At Contractor's written request,copies of Architect's CAD files will be provided to Contractor for Contractor's use in connection with the Project, subject to the following conditions: B. A charge of$150.00 will be required to cover the time required to compile the electronic files and transmit them to the Contractor. Complete sets of drawings will be provided. C. The drawings cannot be used for any other project. The Architect's title block must be removed by the Contractor.The Contractor becomes responsible for the content of the drawings.The Contractor assumes all risk for errors on the shop drawings as result of using the Architects document for preparation of shop drawings. 1.5 PRODUCT DATA A. Product Data: Submit to Architect/Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents. 1. Include the following information,as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. C. Manufacturer's installation instructions. d. Requested color charts indicating full-range selections available. Reroof of the Building at 851 Poleline Road 01 33 00/3 e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory-installed wiring. g. Printed performance curves. h. Operational range diagrams. i. Standard product operating and maintenance manuals. j. Compliance with recognized trade association standards. k. Compliance with recognized testing agency standards. 1. Application of testing agency labels and seals. M. Notation of coordination requirements. B. Submit number of copies Contractor requires, plus two copies Architect/Engineer will retain. C. Mark each copy to identify applicable products,models,options,and other data. Supplement manufacturers'standard data to provide information specific to this Project. D. Indicate product utility and electrical characteristics,utility connection requirements,and location of utility outlets for service for functional equipment and appliances. E. After review,produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section 0170 00-Execution and Closeout Requirements. 1.6 SHOP DRAWINGS A. Shop Drawings: Submit to Architect/Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents. 1. Include the following information, as applicable: a. Dimensions. b. Identification of products.C. Fabrication and installation drawings. d. Roughing-in and setting diagrams. e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring. f. Shop work manufacturing instructions. g. Templates and patterns. h. Schedules. i. Design calculations. j. Compliance with specified standards. k. Notation of coordination requirements. 1. Notation of dimensions established by field measurement 2. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring. 3. Sheet Size: Except for templates,patterns,and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by I 1 inches(215 by 280 mm)but not larger than 30 by 40 inches(750 by 1000mm). a. Architect and Consultants will retain one print each. One print must be maintained as required as a Project Record Drawing. B. Indicate special utility and electrical characteristics, utility connection requirements,and location of utility outlets for service for functional equipment and appliances. C. When required by individual specification sections,provide shop drawings signed and sealed by professional engineer responsible for designing components shown on shop drawings. 1. Include signed and sealed calculations to support design. 01 33 00/4 Reroof of the Building at 851 Poleline Road 2. Submit drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction. 3. Make revisions and provide additional information when required by authorities having jurisdiction. D. Submit number of opaque reproductions Contractor requires,plus copies Architect/Engineer will retain. E. After review,produce copies and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents described in Section 0170 00-Execution and Closeout Requirements. 1.7 SAMPLES A. Samples: Submit to Architect/Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents. B. Samples For Selection as Specified in Product Sections: 1. Submit to Architect/Engineer for aesthetic,color, or finish selection. 2. Submit samples of finishes from full range of manufacturers'colors,textures,and patterns for Architect/Engineer selection. C. Submit samples to illustrate functional and aesthetic characteristics of Products,with integral parts and attachment devices. Coordinate sample submittals for interfacing work. D. Include identification on each sample, with full Project information. E. Submit number of samples specified in individual specification sections; Architect/Engineer will retain one sample. F. Reviewed samples which may be used in the Work are indicated in individual specification sections. G. Samples will not be used for testing purposes unless specifically stated in specification section. H. After review,produce duplicates and distribute in accordance with SUBMITTAL PROCEDURES article and for record documents purposes described in Section 0170 00- Execution and Closeout Requirements. 1.8 DESIGN DATA A. Submit for Architect/Engineer's knowledge as contract administrator or for Owner. B. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents. 1.9 TEST REPORTS A. Submit for Architect/Engineer's knowledge as contract administrator or for Owner. B. Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents. Reroof of the Building at 851 Poleline Road 01 33 00/5 1.10 CERTIFICATES A. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor,or Contractor to Architect/Engineer, in quantities specified for Product Data. B. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data,affidavits,and certifications as appropriate. C. Certificates may be recent or previous test results on material or Product,but must be acceptable to Architect/Engineer. 1.11 MANUFACTURER'S INSTRUCTIONS A. When specified in individual specification sections, submit printed instructions for delivery, storage,assembly, installation, start-up, adjusting, and finishing,to Architect/Engineer for delivery to Owner in quantities specified for Product Data. B. Indicate special procedures,perimeter conditions requiring special attention, and special environmental criteria required for application or installation. PART 2 PRODUCTS -Not Used PART 3 EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Proved Contractor and subcontractor review stamp before submitting to Architect. B. Stamp each submittal with a uniform,approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer,date of Contractor's approval,and statement certifying that submittal has been reviewed,checked, and approved for compliance with the Contract Documents. 3.2 ARCHITECT'S ACTION A. Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Architect will review each submittal, make marks to indicate corrections or modifications required,and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken. C. Architect/Engineer will review submittals twice; all additional reviews shall be paid for by the Contractor at an established fee. D. Submittals not required by the Contract Documents will not be reviewed and may be discarded. END OF SECTION 01 33 00/6 Reroof of the Building at 851 Poleline Road SECTION 0140 00 QUALITY REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Quality Assurance. B. Quality control and control of installation. C. Tolerances. D. References. E. Manufacturers'field services. F. Examination. G. Preparation H. Repair and Protection 1.2 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. B. Installer Qualifications: A firm or individual experienced in installing,erecting,or assembling work similar in material, design,and extent to that indicated for this Project,whose work has resulted in construction with a record of successful in-service performance. C. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance. D. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in Idaho, and who experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system,assembly,or products that are similar to those indicated for this Project in material,design,and extent. E. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated before being engaged for the activities indicated. 1. Requirement for specialists shall not supersede building codes and similar regulations governing the Work, nor interfere with local trade-union jurisdictional settlements and similar conventions. 2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection,and similar quality-assurance service to Architect,with copy to the Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. Reroof of the Building at 951 Poleline Road 0140 00/1 1.3 QUALITY CONTROL AND CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers,products,services, site conditions,and workmanship,to produce Work of specified quality. B. Comply with manufacturers'instructions, including each step in sequence. C. When manufacturers'instructions conflict with Contract Documents,request clarification from Architect/Engineer before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances,codes,or specified requirements indicate higher standards or more precise workmanship. E. Perform Work by persons qualified to produce required and specified quality. F. Verify field measurements are as indicated on Shop Drawings or as instructed by manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement. 1.4 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers'tolerances. When manufacturers'tolerances conflict with Contract Documents,request clarification from Architect/Engineer before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. -- 1.5 REFERENCES A. For products or workmanship specified by association,trades, or other consensus standards, comply with requirements of standard,except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard by date of issue current on date of Contract Documents,except where specific date is established by code. C. Obtain copies of standards where required by product specification sections. D. When specified reference standards conflict with Contract Documents,request clarification from Architect/Engineer before proceeding. E. Neither contractual relationships,duties,nor responsibilities of parties in Contract nor those of Architect/Engineer shall be altered from Contract Documents by mention or inference otherwise in reference documents. 1.6 MANUFACTURERS'FIELD SERVICES A. When specified in individual specification sections,require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions,conditions of surfaces and installation, quality of workmanship, start-up of equipment,test, adjust and balance of equipment as applicable,and to initiate instructions when necessary. 01 40 00/2 Reroof of the Building at 851 Poleline Road B. Submit qualifications of observer to Architect/Engineer 30 days in advance of required observations. C. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers'written instructions. PART 2 PRODUCTS-Not Used PART 3 EXECUTION 3.1 EXAMINATION A. Verify existing site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions. B. Verify existing substrate is capable of structural support or attachment of new Work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Verify utility services are available,of correct characteristics, and in correct locations. 3.2 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer,or conditioner prior to applying new material or substance in contact or bond. 3.3 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services,repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Sections of these Specifications. Restore patched areas and extend restoration into adjoining areas in a manner that eliminates evidence of patching. 2. Comply with the Contract Document requirements for Division 1 Section"Cutting and Patching." B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility,regardless of the assignment of responsibility for quality-control services. END OF SECTION Reroof of the Building at 851 Poleline Road 01 40 00/3 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.1 SECTION INCLUDES A. Summary B. Temporary Utilities: 1. Temporary electricity. 2. Temporary lighting for construction purposes. 3. Telephone service. 4. Temporary water service. 5. Temporary sanitary facilities. C. Construction Facilities: 1. Vehicular access. 2. Parking. 3. Progress cleaning and waste removal. 4. Fire prevention facilities. D. Temporary Controls: 1. Barriers. 2. Security. 3. Noise control. 4. Pest control. 5. Pollution control. 6. Rodent control.E. Removal of utilities,facilities,and controls. 1.2 SUMMARY A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. Assignment of responsibilities for scheduled items is at the discretion of the General Contractor. B. Coordinate temporary facilities with General Contractor. 1.3 TEMPORARY ELECTRICITY A. Owner will pay cost of energy used.Exercise measures to conserve energy.Utilize Owner's existing power service. B. Provide temporary electric feeder from existing building electrical service at.Do not disrupt Owner's use of service. C. Complement existing power service capacity and characteristics as required for construction operations. D. Provide power outlets, with branch wiring and distribution boxes located as required for construction operations.Provide flexible power cords as required for portable construction tools and equipment. Reroof of the Building at 851 Poleline Road 01 50 0011 E. Permanent convenience receptacles may be utilized during construction. 1.4 TEMPORARY LIGHTING FOR CONSTRUCTION PURPOSES A. Provide and maintain lighting for construction operations to achieve minimum lighting level of 2 watdsq ft. B. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps for specified lighting levels. C. Maintain lighting and provide routine repairs. 1.5 TELEPHONE SERVICE A. Provide,maintain,and pay for telephone service to field office at time of project mobilization. 1.6 TEMPORARY WATER SERVICE A. Owner will pay cost of temporary water.Exercise measures to conserve energy.Utilize Owner's existing water system, extend and supplement with temporary devices as needed to maintain specified conditions for construction operations. B. Extend branch piping with outlets located so water is available by hoses with threaded connections. . 1.7 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures.Existing facility use is not permitted. Provide facilities at time of project mobilization. 1.8 VEHICULAR ACCESS A. Location approved by Owner. B. Provide unimpeded access for emergency vehicles.Maintain 20 feet wide driveways with turning space between and around combustible materials. C. Provide and maintain access to fire hydrants and control valves free of obstructions. D. Use existing on-site roads for construction traffic. 1.9 PARKING A. Locate as approved by Owner. B. Use of designated existing on-site streets and driveways used for construction traffic is permitted. C. Do not allow heavy vehicles or construction equipment in parking areas. D. Maintenance: 1. Maintain traffic and parking areas in sound condition free of excavated material, construction equipment,products,mud, snow,and ice. 2. Maintain existing and permanent paved areas used for construction;promptly repair breaks,potholes,low areas,standing water,and other deficiencies,to maintain paving and drainage in original,or specified,condition. 01 50 00/2 Reroof of the Building at 851 Poleline Road 1.10 PROGRESS CLEANING AND WASTE REMOVAL A. The Contractor will provide a dumpster to be used by all contractors and subcontractors for the disposal of debris. The Contractor will pay all costs associated with said dumpster. B. Maintain areas free of waste materials, debris,and rubbish.Maintain site in clean and orderly condition. C. Collect and remove waste materials,debris, and rubbish from site weekly and dispose off-site. 1.11 FIRE PREVENTION FACILITIES A. Smoking prohibited except in designated areas. B. Establish fire watch for cutting, welding, and other hazardous operations capable of starting fires. Maintain fire watch before,during, and after hazardous operations until threat of fire does not exist. C. Portable Fire Extinguishers: NFPA 10; 10 pound capacity,4A-60B: C UL rating. 1. Provide minimum one fire extinguisher in every construction trailer and storage shed. 2. Provide minimum one fire extinguisher on roof during roofing operations using heat producing equipment. 1.12 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide barricades and covered walkways required by authorities having jurisdiction for public rights-of-way. C. Provide protection for plants designated to remain.Replace damaged plants. D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. 1.13 SECURITY A. Security Program: 1. Protect Work existing premises and from theft, vandalism,and unauthorized entry. 2. Initiate program at project mobilization. 3. Maintain program throughout construction period until [Owner occupancy. B. Restrictions: 1. Do not allow cameras on site or photographs taken except by written approval of Owner. - 1.14 NOISE CONTROL A. Provide methods,means,and facilities to minimize noise from and noise produced by construction operations. 1.15 PEST CONTROL A. Provide methods, means, and facilities to prevent pests and insects from entering facility. Reroof of the Building at 851 Poleline Road 01 50 00/3 1.16 POLLUTION CONTROL A. Provide methods, means,and facilities to prevent contamination of soil, water,and atmosphere from discharge of noxious,toxic substances,and pollutants produced by construction operations. B. Comply with pollution and environmental control requirements of authorities having jurisdiction. 1.17 RODENT CONTROL A. Provide methods, means,and facilities to prevent rodents from accessing or invading premises. 1.18 REMOVAL OF UTILITIES,FACILITIES,AND CONTROLS A. Remove temporary utilities,equipment,facilities, materials, prior to Substantial Completion inspection. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing and permanent facilities used during construction to original condition. PART 2 PRODUCTS -Not Used PART 3 EXECUTION-Not Used END OF SECTION 01 50 00/4 Reroof of the Building at 851 Poleline Road SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Definitions. B. Quality Assurance. C. Products. D. Product Warranties. E. Product Delivery Requirements. F. Product Storage and Handling Requirements. G. Product Options. H. Product Substitutions. I. Product Substitution Procedures. 1.2 DEFINITIONS A. Products: Items purchased for incorporating in the Work, whether purchased for Project or taken from previously purchased stock. The term"product"includes the terms"material," -- "equipment,""system,"and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation,shown or listed in manufacturer's published literature that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process,or where indicated as a product substitution,to have the indicated qualities related to type, function,dimension, in-service performance,physical properties, appearance, and other characteristics that equal or exceed those of specified product. B. Where a specific manufacturer's product is named and accompanied by the words"basis of design","Design Standard"or similar, including make or model number or other designation,to establish the significant qualities related to type,function, dimension, in-service performance, physical properties, appearance,and other characteristics for purposes of evaluating comparable products of other named manufacturer. C. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. D. Special Warranty: Written warranty required by or incorporated into the Contract Documents either to extend time limit provided by manufacturer's warranty or to provide more rights for the Owner. Reroof of the Building at 851 Poleline Road 01 60 00/1 1.3 QUALITY ASSURANCE A. If Contractor is give option of selecting between two or more products for use on Project,product selected shall be compatible with products previously selected, even if previously selected products were also options. 1. Each contractor is responsible for providing products and construction methods compatible with products and construction methods of other contractors. 2. If a dispute arises between contractors over concurrently selectable but not incompatible products,Architect will determine which products shall be used. 1.4 PRODUCTS A. Furnish products of qualified manufacturers suitable for intended use.Furnish products of each type by single manufacturer unless specified otherwise. B. Do not use materials and equipment removed from existing premises,except as specifically permitted by Contract Documents. C. Furnish interchangeable components from same manufacturer for components being replaced. 1.5 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to,and run concurrent with,other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. B. Special Warranties: Prepare a written document that contains appropriate terms and identification,ready for execution. Submit a draft for approval before final execution. 1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed. 2. Refer to each section for specific content requirements and particular requirements for submitting special warranties. C. Submittal Time: Comply with requirements in Division 1 Section"Closeout Procedures 1.6 PRODUCT DELIVERY REQUIREMENTS A. Transport and handle products in accordance with manufacturer's instructions. B. Promptly inspect shipments to ensure products comply with requirements, quantities are correct, and products are undamaged. C. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system,complete with labels and instructions for handling, storing, unpacking, protecting,and installing. D. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement,or damage. E. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. F. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable,hazardous,easily damaged, or sensitive to deterioration,theft, and other losses. 01 60 00/2 Reroof of the Building at 851 Poleline Road 1.7 PRODUCT STORAGE AND HANDLING REQUIREMENTS A. Store and protect products in accordance with manufacturers'instructions. B. Store with seals and labels intact and legible. C. Store sensitive products in weather tight,climate controlled,enclosures in an environment favorable to product. D. For exterior storage of fabricated products,place on sloped supports above ground. E. Provide bonded off-site storage and protection when site does not permit on-site storage or protection. F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. G. Provide equipment and personnel to store products by methods to prevent soiling,disfigurement, or damage. H. Arrange storage of products to permit access for inspection.Periodically inspect to verify products are undamaged and are maintained in acceptable condition. I. Store materials in a manner that will not endanger Project structure. J. Comply with product manufacturer's written instructions for temperature,humidity, ventilation, and weather-protection requirements for storage. K. Protect stored products from damage. 1.8 PRODUCT OPTIONS — A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description. B. Provide products that comply with the Contract Documents,that are undamaged, and unless otherwise indicated,that are new at time of installation. 1. Provide products complete with accessories,trim, finish,fasteners,and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available,and unless custom products or nonstandard options are specified,provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. 4. Descriptive,performance, and reference standard requirements in the Specifications establish"salient characteristics"of products. C. Products Specified by Naming One or More Manufacturers:Products of one of manufacturers named and meeting specifications,no options or substitutions allowed. D. Products Specified by Naming One or More Manufacturers with Provision for Substitutions: Submit request for substitution for any manufacturer not named in accordance with the following article. Reroof of the Building at 851 Poleline Road 01 60 00/3 1.9 PRODUCT SUBSTITUTIONS A. Architect will consider requests for substitution as applicable to Owner's requirements. Requests received after that time may be considered or rejected at discretion of Architect,Owner and Construction Manager. B. Architect will consider Contractor's request for substitution when all of the following conditions are satisfied. If the following conditions are not satisfied,Architect will return requests without action,except to record noncompliance with these requirements. 1. Requested substitution offers Owner a substantial advantage in cost, time,energy conservation, or other considerations,after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Architect for redesign and evaluation services, increased cost of other construction by Owner,and similar considerations 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4. Substitution request is fully documented and properly submitted. 5. Requested substitution will not adversely affect Contractor's Construction Schedule. 6. Requested substitution has received necessary approvals of authorities having jurisdiction. 7. Requested substitution is compatible with other portions of the Work. 8. Requested substitution has been coordinated with other portions of the Work. 9. Requested substitution provides specified warranty. 10. If requested substitution involves more than one contractor,requested substitution has been coordinated with other portions of the Work, is uniform and consistent,is compatible with other products,and is acceptable to all contractors involved 1.10 PRODUCT SUBSTITUTION PROCEDURES A. Instructions to Bidders specify time restrictions for submitting requests for Substitutions during bidding period to requirements specified in this section. B. Substitutions may be considered when a product becomes unavailable through no fault of Contractor. C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Document A request constitutes a representation that Bidder: 1. Has investigated proposed product and determined that it meets or exceeds quality level of specified product. 2. Will provide same warranty for Substitution as for specified product. 3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension which may subsequently become apparent. 5" Will reimburse Owner and Architect/Engineer for review or redesign services associated with re-approval by authorities having jurisdiction. D. Substitutions will not be considered when they are indicated or implied on Shop Drawing or Product Data submittals, without separate written request, or when acceptance will require revision to Contract Documents. E. Substitution Submittal Procedure: l. Submit one copy of request for Substitution for consideration.Limit each request to one proposed Substitution. Reroof of the Building at 851 Poleline Road 01 60 00/4 2. Submit Shop Drawings,Product Data,and certified test results attesting to proposed product equivalence. Burden of proof is on proposer. 3. Architect/Engineer will notify Contractor in writing of decision to accept or reject request. PART 2 PRODUCTS -Not Used PART 3 EXECUTION-Not Used END OF SECTION Reroof of the Building at 851 Poleline Road 01 60 00/5 SECTION 0170 00 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.1 SECTION INCLUDES A. Closeout procedures. B. Project record documents. C. Manual for materials and finishes. D. Product warranties and product bonds. E. Materials. F. Examination. G. Preparation. H. Construction layout. I. Installation. J. Final cleaning. K. Protecting installed construction. 1.2 CLOSEOUT PROCEDURES A. Owner will occupy all portions of building as specified in Section 01 10 00-Summary. B. Submit written certification that Contract Documents have been reviewed,Work has been inspected,and that Work is complete in accordance with Contract Documents and ready for Substantial Completion. C. Before requesting inspection by Architect for determining date of Substantial Completion, complete the following. List items below that are incomplete in request: 1. Prepare a list of items to be completed and corrected(punch list),the value of items on the list,and reasons why the Work is not complete. 2. Prepare and submit Project Record Documents,operation and maintenance manuals, and similar final record information. 3. Submit test records. 4. Terminate and remove temporary facilities from Project site, along with construction tools and similar elements. 5. Complete final cleaning requirements, including touchup painting. D. Request re-inspection when the Work identified in previous inspections as incomplete is completed or corrected. E. Results of completed inspection will form the basis of requirements for Final Completion. F. Before requesting final inspection for determining Final Completion,the Contractor must complete the following: Ol 70 00/1 Reroof of the Building at 851 Poleline Road 1. Submit a final Application for Payment according to Division 1 Section"Payment Procedures." 2. Submit evidence Architect's Substantial Completion inspection list of items are completed or corrected(punch list). 3. Submit evidence of final,continuing insurance coverage complying with insurance requirements. 4. Submit specific warranties,workmanship bonds,maintenance service agreements,final certification,and similar documents required by authorities having jurisdiction. 5. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits,operating certificates,and similar releases. 6. Instruct Owner's personnel in operation,adjustment,and maintenance of,equipment,and systems. 1.3 PROJECT RECORD DOCUMENTS A. Maintain on site one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed Shop Drawings,Product Data, and Samples. 6. Manufacturer's instruction for assembly, installation,and adjusting. B. Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Architect's reference during normal working hours. C. Store record documents separate from documents used for construction. D. Ensure entries are complete and accurate,enabling future reference by Owner. E. Record information concurrent with construction progress,not less than weekly. F. The Contractor will maintain and submit ONE set of black-line white prints of contract Drawings and Shop Drawings. 1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data,whether individual or entity is Installer, Contractor, subcontractor,or similar entity,to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. d. Mark Contract Drawings or Shop Drawings,whichever is most capable of showing actual physical conditions,completely and accurately. Where Shop Drawings are marked, show cross-reference on Contract Drawings. 2. Mark record sets with erasable,red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 3. Mark important additional information that was either shown schematically or omitted from original Drawings. 4. Note Construction Change Directive numbers,Change Order numbers,alternate numbers,and similar identification where applicable. 01 70 00/2 Reroof of the Building at 851 Poleline Road 5. Measured depths of foundations in relation to finish main floor datum. 6. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 7. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 8. Field changes of dimension and detail. 9. Details not on original Contract drawings. G. Specifications:Legibly mark and record at each product section description of actual products installed,including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and modifications. H. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Submit to the Construction Manager who will bind or file miscellaneous records and identify each,ready for continued use and reference. I. Submit documents to Architect with claim for final Application for Payment. 1.4 MANUAL FOR MATERIALS AND FINISHES A. Submit one copy of completed volumes 5 days prior to final inspection.Draft copy be reviewed and returned after final inspection, with Architect/Engineer comments.Revise content of document sets as required prior to final submission. B. Submit one set of revised final volumes in final form within 5 days after final inspection. C. Building Products,Applied Materials,and Finishes: Include product data,with catalog number, size,composition,and color and texture designations.Include information for re-ordering custom manufactured products. D. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods,precautions against detrimental agents and methods,and recommended schedule for cleaning and maintenance. E. Moisture Protection and Weather Exposed Products: Include product data listing applicable reference standards,chemical composition,and details of installation. Include recommendations for inspections,maintenance,and repair. - F. Additional Requirements: As specified in individual product specification sections. G. Include listing in Table of Contents for design data,with tabbed fly sheet and space for insertion of data. 1.5 PRODUCT WARRANTIES AND PRODUCT BONDS A. Obtain warranties and bonds executed in by responsible subcontractors, suppliers,and manufacturers,within ten days after completion of applicable item of work. B. Execute transferable warranty documents and bonds from subcontractors,suppliers,and manufacturers. C. Verify documents are in proper form,contain full information,and are notarized. 0170 00/3 Reroof of the Building at 851 Poleline Road D. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1. Include Table of Contents and assemble warranties and bonds in heavy-duty 3-ring, vinyl-covered, loose-leaf binders,thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-1l-inch(115-by-280-mm)paper. 2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name,address,and telephone number of installer. 3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES,"Project name, and name of Contractor. E. Provide additional copies of each warranty to include in operation and maintenance manuals. F. Submit prior to final Application for Payment. G. Time Of Submittals: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within ten days after acceptance. 2. Make other submittals within ten days after Date of Substantial Completion,prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within ten days after acceptance, listing date of acceptance as beginning of warranty or bond period. H. Contractor agrees that all warranties and guarantees of materials,equipment and workmanship to the Owner shall also be for the specific benefit of the owner and, specifically agrees for itself and all of its subcontractors and suppliers that any and all provision of any warranty or guaranty may be enforced by the Owner or any of its assignees or successors in interest. PART 2 PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. PART 3 EXECUTION 3.1 EXAMINATION A. The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, water-service piping,and underground electrical services to avoid any interference with work of this Contract 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. 01 70 00/4 Reroof of the Building at 851 Poleline Road B. Examine substrates, areas,and conditions, with installer or Applicator present where indicate,for compliance with requirements of installation tolerances and other conditions affecting performance. Record observations. 1. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections,include the following: a. Description of the Work. b. List of detrimental conditions, including substrates. C. List of unacceptable installation tolerances. d. Recommended corrections. e. Proceed with installation only after unsatisfactory conditions have been corrects. Proceeding with the Work indicates acceptance of surfaces and conditions 3.2 PREPARATION A. Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. B. Verify space requirements and dimensions of items shown diagrammatically on Drawings. C. Review of Contract Documents and Field Conditions: Immediately on discovery of the need of for clarification of the Contract Documents,submit a request for interpretation to Construction Manager. Include a detailed description of problem encountered,together with recommendations for changing the Contract Documents. Submit requests CSI Form 13.2A,"request for Interpretation", included at end of this Section. 3.3 CONSTRUCTION LAYOUT A. Before proceeding to lay out the Work,verify layout information shown on Drawings, in relation to existing benchmarks. If discrepancies are discovered,notify Architect promptly. B. Establish benchmarks and control points as needed to locate each element of Project. C. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. D. Inform installers of lines and levels to which they must comply. E. Check the location, level and plumb, of every major element as the Work progresses. F. Notify Architect when deviations from required lines and levels occur. 3.4 INSTALLATION A. Locate the Work and components of the Work accurately, in correct alignment and elevation,as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes,ducts,and wiring in finished areas,unless otherwise indicated. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. Reroof of the Building at 851 Poleline Road 01 70 00/5 C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Do not use tools or equipment that produces harmful noise levels. F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place,accurately located and aligned with other portions of the Work. 1. Where mounting heights are not indicated,mount components at heights directed by Architect. 2. Allow for building movement, including thermal expansion and contraction. G. Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. H. Use products,cleaners, and installation materials that 3.5 FINAL CLEANING A. All contractors shall provide daily clean-up. 1. This included but is not limited to,removal of debris and sweeping of areas where work has been performed that day. The Construction Manager's superintendent shall be the sole judge of whether this requirement has been met where multiple trades are working in the same area; all involved trades shall participate in daily clean-up efforts. B. Execute final cleaning prior to Substantial Completion. C. Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site,yard, and grounds, in areas disturbed by construction activities, including landscape development areas,of rubbish, waste material,litter,and other foreign substance. b. Sweep paved areas broom clean. Remove petrochemical spills, stains and other foreign deposits. C. Rake clean landscaped surfaces,and grounds that are neither planted nor paved to a smooth, even-textured surface. d. Remove tools,construction equipment, machinery,and surplus material from Project site. e. Clean debris from roofs,gutters, downspouts,and drainage systems. f. Remove debris and surface dust from limited access spaces, including roofs, plenums, space above suspended ceilings, shafts,trenches, equipment vaults, manholes,and similar spaces. g. Leave Project clean and ready for occupancy. D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile,harmful or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully. 01 70 00/6 Reroof of the Building at 851 Poleline Road i 3.6 PROTECTING INSTALLED CONSTRUCTION A. Protect installed Work and provide special protection where specified in individual specification sections. B. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. C. Provide protective coverings at walls,projections,jambs, sills, and soffits of openings. D. Prohibit traffic or storage upon waterproofed or roofed surfaces. When traffic or activity is necessary,obtain recommendations for protection from waterproofing or roofing material manufacturer. END OF SECTION Reroof of the Building at 851 Poleline Road 01 70 00/7 Myers n Anderson • Architecture • Interior Design • Landscape Architecture Copyright Release Agreement Project: Myers Anderson Architects Project Number: In response to the Contractor's (Sub-Contractor's) request to obtain electronic copies of portions of the copyrighted documents produced by Myers Anderson Architects, PLLC for the above referenced project, Myers Anderson Architects, PLLC agrees to provide such electronic reproductions with the following conditions: Contractor(Sub-Contractor)to initial each condition in the space provided. 1. These electronically reproduced document copies are only for the use of this Contractor(Sub-Contractor); and only as an aid in the production of this Contractor's (Sub-Contractor's)portion of the Work. 2. All title blocks and other references to Myers Anderson Architects, PLLC, the Architect of Record, the Consultant(s), and the Owner shall be removed. 3. This Contractor(Sub-Contractor) shall remove all notes, text, and detail cuts from the electronic file prior to use. 4. This Contractor(Sub-Contractor)agrees to the following indemnity clause: In consideration of the Contractor's (Sub-Contractor's) use of Architect's copyrighted electronic file documents,the Contractor(Sub-Contractor) agrees that it shall make no claim against Myers Anderson Architects, PLLC and shall further hold harmless, indemnify, and defend Myer Anderson Architects, PLLC from and against any and all claims, costs and expenses resulting from the Contractor's (Sub-Contractor's) use of Architect's copyrighted electronic file documents contained therein. Contractor(Sub-contractor) Company: Officer&Title (Printed): Officer&Title (Signed): Date: Myers Anderson Architects, PLLC Representative &Title (Printed): Representative&Title (Signed): Date: Wyomina Office Idaho Office 849 Front Street,Suite 202 101 N.Main Street P.O.Box 2340(82931-2340) Pocatello,Idaho 83204 Evanston,Wyoming 82930 P 208-232-3741 P 307-789-0934 F 208-232-3782 E-mail:maa@mvers-anderson.com Website: www.mvers-anderson.com REQUEST FOR INTERPRETATION R.F.I. No: To: Date: Project Name: Regarding: Contract For: From: Project No: Specification Section Paragraph Drawing No Detail Request: Signed by: Date• Response: Signed by: Date• Date Ret'd: Date Ret'd: Attachments Copies: ❑Architect ❑Contractor ❑Consultant ❑Owner ❑ Others SUBSTITUTION REQUEST (During the Bidding Phase) Project: Substitution Request Number: From: To: Date: A/E Project Number: Re: Contract For: Specification Title: Description: Section: Page: Article/Paragraph: Proposed Substitution: Manufacturer: Address: Phone: Trade Name: Model No.: Attached data includes product description,specifications,drawings,photographs,and performance and test data adequate for evaluation of the request;applicable portions of the data are clearly identified. Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation. The Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts,as applicable,is available. • Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution. Submitted by: Signed by: Firm: Address: Telephone: A/E's REVIEW AND ACTION ❑Substitution approved-Make submittals in accordance with Specification Section 01 33 00. ❑Substitution approved as noted-Make submittals in accordance with Specification Section 0133 00. ❑Substitution rejected-Use specified materials. El Substitution Request received too late-Use specified materials. Signed by: Date: Supporting Data Attached ❑ Drawings El Product Data ❑ Samples ❑ Tests ❑Reports ❑ Page I of l DIVISION 02 EXISTING CONDITIONS SECTION 02 4119 SELECTIVE STRUCTURE DEMOLITION PART 1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Demolishing designated construction. 2. Cutting and alterations for completion of the Work. 3. Protecting items designated to remain. 4. Removing demolished materials. 1.2 CLOSEOUT SUBMITTALS A. Section 0170 00-Execution and Closeout Requirements: Requirements for submittals. B. Project Record Documents: Accurately record actual locations of capped utilities,concealed utilities discovered during demolition,and subsurface obstructions. 1.3 QUALITY ASSURANCE A. Conform to applicable code for demolition work,dust control,products requiring electrical disconnection and re-connection. B. Conform to applicable code for procedures when hazardous or contaminated materials are discovered. C. Obtain required permits from authorities having jurisdiction. 1.4 SEQUENCING A. Section 01 10 00-Summary:Requirements for sequencing. B. Owner will conduct salvage operations before demolition begins to remove materials Owner chooses to retain. 1.5 SCHEDULING A. Section 0130 00-Administrative Requirements: Requirements for scheduling. B. Schedule Work to coincide with new construction. C. Cooperate with Owner in scheduling noisy operations and waste removal that may impact Owners operation and in adjoining spaces. D. Coordinate utility and building service interruptions with Owner. 1. Do not disable or disrupt building fire or life safety systems without three days prior written notice to Owner. 2. Schedule tie-ins to existing systems to minimize disruption. 3. Coordinate Work to ensure fire sprinklers,fire alarms, smoke detectors,emergency lighting, exit signs and other life safety systems remain in full operation in occupied areas. Reroof of the Building at 851 Poleline Road 02 41 19/1 1.6 PROJECT CONDITIONS A. Conduct demolition to minimize interference with adjacent and occupied building areas. B. Cease operations immediately if structure appears to be in danger and notify Architect/Engineer. Do not resume operations until directed. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.1 PREPARATION A. Notify affected utility companies before starting work and comply with their requirements. B. Mark location and termination of utilities. C. Erect, and maintain temporary barriers and security devices, including warning signs and lights, and similar measures,for protection of the public,Owner,and existing improvements indicated to remain. D. Erect and maintain weatherproof closures for exterior openings. E. Prevent movement of structure;provide temporary bracing and shoring required to ensure safety of existing structure. F. Provide appropriate temporary signage including signage for exit or building egress. G. Do not disable or disrupt building fire or life safety systems without 3 days prior written notice to Owner. 3.2 DEMOLITION A. Conduct demolition to minimize interference with adjacent and occupied building areas. B. Do not remove any more of existing roof than what can be replaced in one day. Do not leave any area unprotected overnight or weekends or holidays. END OF DIVISION 0241 19/2 Reroof of the Building at 851 Poleline Road DIVISION 06 WOOD,PLASTICS,AND COMPOSITES SECTION 0610 53 MISCELLANEOUS ROUGH CARPENTRY PART 1 GENERAL 1.1 SUMMARY A. Section includes roof curbs, and perimeter nailers;blocking in wall and roof openings; wood furring and grounds;and preservative treatment of wood. 1.2 REFERENCES A. American Wood-Preservers' Association: 1. AWPA M4 -Standard for the Care of Preservative-Treated Wood Products. B. ASTM International: 1. ASTM A153/A153M-Standard Specification for Zinc Coating(Hot-Dip)on Iron and Steel Hardware. 2. ASTM F1667 -Standard Specification for Driven Fasteners: Nails, Spikes,and Staples. C. The Redwood Inspection Service: 1. RIS -Standard Specifications for Grades of California Redwood Lumber. D. Southern Pine Inspection Bureau: 1. SPIB - Standard Grading Rules for Southern Pine Lumber. E. U.S. Department of Commerce National Institute of Standards and Technology: 1. DOC PS 1 -Construction and Industrial Plywood. 2. DOC PS 20-American Softwood Lumber Standard. F. West Coast Lumber Inspection Bureau: 1. WCLIB -Standard Grading Rules for West Coast Lumber. G. Western Wood Products Association: 1. WWPA G-5 -Western Lumber Grading Rules. 1.3 QUALITY ASSURANCE A. Perform Work in accordance with the following: 1. Lumber Grading Agency: Certified by DOC PS 20. 2. Lumber:DOC PS 20. PART 2 PRODUCTS 2.1 MATERIALS A. Lumber Grading Rules: NLGA RIS SPIB WCLIB WWPA or NELMA. B. Miscellaneous Framing: Douglas Fir-Larch grade,No 2 or better, 19 percent maximum moisture content. Reroof of the Building at 851 Poleline Road 06 10 53/1 2.2 ACCESSORIES A. Fasteners and Anchors: 1. Fasteners: ASTM A153/A153M,hot dipped galvanized steel for high humidity and treated wood locations,unfinished steel elsewhere. 2. Nails and Staples: ASTM F1667. 3. Drywall Screws:Bugle head,hardened steel, power driven type, length to achieve full penetration of sheathing substrate. 4. Anchors:Toggle bolt type for anchorage to hollow masonry.Expansion shield and lag bolt type for anchorage to solid masonry or concrete. Bolt or ballistic fastener for anchorages to steel. 2.3 FACTORY WOOD TREATMENT A. Wood Preservative(Pressure Treatment): AWPA Ul,Commodity Specification A-Sawn Products or F-Wood Composites using water-borne preservative. B. Wood Preservative(Surface Application): Clear,Fire Retardant Treatment: Chemically treated and pressure impregnated,having flame spread of 25 or less when tested in accordance with ASTM E 84 and showing no evidence of significant progressive combustion when test is continued for an additional 20 minute period, Interior Type. C. Moisture Content after Treatment: Kiln dried(KDAT). 1. Lumber: Maximum 19 percent. 2. Structural Panels: Maximum 15 percent. PART 3 EXECUTION 3.1 EXAMINATION A. Section 01 30 00-Administrative Requirements: Verification of existing conditions before starting work. B. Verify substrate conditions are ready to receive blocking,curbing and framing. 3.2 PREPARATION A. Coordinate placement of blocking,curbing and framing items. 3.3 INSTALLATION A. Set members level and plumb, in correct position. B. Place horizontal members,crown side up. C. Construct curb members of solid wood sections. D. Curb roof openings except where prefabricated curbs are provided.Form corners by alternating lapping side members. E. Coordinate curb installation with installation of decking and support of deck openings,and roofing vapor retardant. F. Space framing and furring 16 inches oc. 06 10 53/2 Reroof of the Building at 851 Poleline Road G. Secure sheathing to framing members with ends over firm bearing and staggered. END OF DIVISION 06 10 53/3 Reroof of the Building at 951 Poleline Road DIVISION 07 THERMAL AND MOISTURE PROTECTION SECTION 07 53 05 ELASTOMERIC MEMBRANE ROOFING-MECHANICALLY ATTACHED PART 1 GENERAL 1.1 SUMMARY A. Section includes insulation;and mechanically attached membrane roofing,base flashings, roofing membrane and counterflashings. B. Related Sections: 1. Section 06 10 53 -Miscellaneous Rough Carpentry: Wood nailers. 2. Section 07 62 00-Sheet Metal Flashing and Trim: Counterflashing . 1.2 REFERENCES A. ASTM International: 1. ASTM C1289-Standard Specification for Faced Rigid Cellular Polyisocyanurate Thermal Insulation Board. 2. ASTM D412-Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension. 3. ASTM D624-Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers. 4. ASTM D746-Standard Test Method for Brittleness Temperature of Plastics and Elastomers by Impact. 5. ASTM D1004-Standard Test Method for Tear Resistance(Graves Tear)of Plastic Film and Sheeting. 6. ASTM D4637 -Standard Specification for EPDM Sheet Used in Single-Ply Roof Membrane. 7. ASTM D5019-Standard Specification for Reinforced Non-Vulcanized Polymeric Sheet Used in Roofing Membrane. 1 8. ASTM D6878 -Standard Specification for Thermoplastic Polyolefin Based Sheet Roofing. 9. ASTM E84-Standard Test Method for Surface Burning Characteristics of Building Materials. 10. ASTM E96/E96M-Standard Test Methods for Water Vapor Transmission of Materials. 11. ASTM E108 -Standard Test Methods for Fire Tests of Roof Coverings. 12. ASTM E119-Standard Test Methods for Fire Tests of Building Construction and Materials. B. National Roofing Contractors Association: 1. NRCA-The NRCA Roofing and Waterproofing Manual. C. Single Ply Roofing Institute: 1. SPRI ES-1 -Wind Design Standard for Edge Systems Used with Low Slope Roofing Systems. D. Underwriters Laboratories Inc.: 1. UL-Fire Resistance Directory. 2. UL 790-Tests for Fire Resistance of Roof Covering Materials. 3. UL 1256-Fire Test of Roof Deck Construction. 4. UL 1897 -Uplift Tests for Roof Covering Systems. Reroof of the Building at 851 Poleline Road 07 53 05/1 1.3 SYSTEM DESCRIPTION A. Elastomeric Sheet Membrane Conventional Roofing System: One ply membrane system with insulation,mechanically attached membrane. B. Contact of TPO with different roofing membranes must be approved by both manufacturers. 1.4 DESIGN REQUIREMENTS A. Low Slope Membrane Roof Edge Securement: Conform to SPRI ES-1 for wind speeds determined from applicable code. 1.5 PERFORMANCE REQUIREMENTS A. Uplift Resistance: UL 1897; 90 psf uplift pressure resistance. 1.6 SUBMITTALS A. Section 0133 00-Submittal Procedures: Submittal procedures. B. Shop Drawings: Indicate setting plan for tapered insulation,joint and termination detail conditions,conditions of interface with other materials paver ballast cover pattern. Indicate membrane layout and seam locations. C. Product Data: Submit characteristics on membrane materials,fasteners, seaming materials, flashing materials, and insulation. 1.7 QUALITY ASSURANCE A. Perform Work in accordance with NRCA Roofing and Waterproofing Manual. -- 1.8 QUALIFICATIONS A. Manufacturer: Company specializing in mechanically attached,unreinforced TPO membranes with ten years experience. The manufacturer shall certify the TPO membrane meets the physical properties specified. B. Applicator: A company approved by Manufacturer,and specializing in single-ply roofing systems with at least three installations of mechanically attached,TPO roofing within the past two years. 1.9 DELIVERY, STORAGE,AND HANDLING A. Section 0160 00-Product Requirements: Requirements for transporting,handling, storing,and protecting products. B. Deliver products in manufacturer's original containers,dry, undamaged, with seals and labels intact. C. Store products in weather protected environment,clear of ground and moisture. D. Store products in weather protected environment,clear of ground and moisture.Protect foam insulation from direct sunlight exposure. 1.10 ENVIRONMENTAL REQUIREMENTS A. Section 0160 00-Product Requirements: Environmental conditions affecting products on site. 07 53 05/2 Reroof of the Building at 851 Poleline Road B. Do not apply roofing membrane during inclement weather without proper weather protection. C. Do not apply roofing membrane to damp or frozen deck surface or when precipitation is expected or occurring. D. Do not expose materials vulnerable to water or sun damage in quantities greater than can be weatherproofed during same day. 1.11 COORDINATION A. Section 0130 00-Administrative Requirements: Coordination and project conditions. B. Coordinate Work with installation of associated roof penetrations and metal flashings,as Work of this section proceeds. 1.12 WARRANTY A. Section 0170 00-Execution and Closeout Requirements: Requirements for warranties. B. Furnish Twenty(20)year weather tight warranty including coverage of materials and installation and resulting damage to building resulting from failure to resist penetration of moisture. C. The warranty shall be from the Manufacturer of the membranes,not the marketer. D. The warranty shall include the plates and fasteners of the fastening system. E. Roofing contractor shall provide 3-year workmanship warranty. PART 2 PRODUCTS 2.1 SINGLE PLY ROOFING-MECHANICALLY ATTACHED A. Manufacturers: 1. Carlisle SynTec Systems. 2. Firestone Building Products. 3. GAF(Everguard) 4. GenFlex Roofing Systems. 5. J.P.S.Elastomeric Corp. 6. Versico. 7. Substitutions: Not Permitted. 2.2 COMPONENTS A. Elastomeric Sheet Material: Membrane shall be 60 mil overall thickness,uncured white TPO membrane reinforced. In order to minimize seams on the roof,the minimum width of the membrane shall be 6 feet. The membrane shall have the following physical properties. B. Physical Properties— 1. Physical Property Test Method Typical Values 2. Breaking Strength ASTM D-751 3201bf. 3. Tear Strength ASTM D-751 110 lbf. 4. Dimensional Stability ASTM D-6878 ±0.3 (%change max) (White: 6 hrs. @ 1580F) 5. Hydrostatic Resistance ASTM D-751 (Method A) 425 psi Reroof of the Building at 851 Poleline Road 07 53 05/3 6. Ozone Resistance** ASTM D-1149 Pass (70 hrs.@ 100 F) 7. Weather Resistance Xenon Arc,ASTM D-6878 No cracks,loss of G-155;5040 kJ/m2 breaking strength, 0.35w/m2 @ 340nm or tear strength EMMAQUA(Concentrated Pass Natural Sunlight)(ASTM G- 90) 167 MJ/m2 total UV Radiant exposure 8. Puncture Resistance FTM 101B (Method 2031) 400 lbf. 9. Water Vapor Transmission ASTM E-96(Procedure B 0.035 Perms 10. Elongation (%)Ultimate** ASTM D-412(Die C) 700% 11. Brittleness ASTM D-2137 Pass @ -490F 12. Water Absorption ASTM D-6878 D-471, ±3 (Max. % weight change)** (1580F for 7 days) Testing only one side section 13. Heat Aging ASTM D-6878 D-573 Break: 320 lbf. Solar Reflectance(initial) ASTM E-903 >70% 14. Thermal Emittance ASTM E-408 >0.93 *Thickness(nominal)per ASTM D-751 test method. **Test performed on non-reinforced Stevens EP membrane. C. Mechanically Attached System: Provide membrane manufacturer's standard system of plate sand fasteners for attachment of the membrane to substrate at sheet perimeter and at intermediate locations to meet requirement for FM I-90 wind uplift as per July 1993 requirements. D. Flashing: Same membrane as Roofing:For field fabricated vent stacks,pipes and corners provide unreinforced 60 mil thick uncured white zypo. E. Insulation: ASTM C1289,Type II, Class I, faced rigid cellular polyisocyanurate roof insulation, with the following characteristics: 1. Board Density: 2.0 lb/cu ft. 2. Board Size: 48 x96 inches. 3. Board Thickness: 11/2 inch. 4. Board Edges: square. 5. Thermal Conductivity: r factor of 25 as determined by ASTM C 177. 6. Compressive Strength:Minimum 20 psi. 2.3 ACCESSORIES A. Insulation Adhesive: As recommended by insulation manufacturer. B. Seaming Materials: As recommended by membrane manufacturer. C. Bonding Adhesive: As provided by Manufacturer to hold flashing in place. Do not use in seams. D. Sealants: Sealants not a part of the Roofing System shall be compatible with TPO materials and applied according to manufacturer's instructions. Acceptable sealants are one part polysulfide and one part urethane. They shall be free of pitch extenders, exterior grade, suitable for horizontal or vertical applications according to their usage,and shall be recommended by manufacturer for the particular usage. Silicone sealants are not acceptable. 07 53 05/4 Reroof of the Building at 851 Poleline Road E. Primer: For preparing cured membrane for hot-air welding. F. Overnight Seal:As provided by Manufacturer. G. Seam Caulk: Shall be provided for the purpose of sealing any non-encapsulated edge of reinforced membrane. H. Disc Washers and Screws: 1. Disc washer: 2 inches in diameter,22 gauge metal. 2. Screws As recommended by membrane manufacturer to penetrate roof deck. I. Insulation Joint Tape: Asphalt treated glass fiber reinforced; 6 inches wide; self adhering. J. Roofing Nails: Galvanized,hot dipped or non-ferrous type, size as required to suit application. K. Insulation Fasteners: Appropriate for purpose intended and approved by Factory Mutual and system manufacturer; length required for thickness of material with metal washers; L. Strip Reglet Devices: Galvanized steel; maximum possible lengths per location,with attachment flanges. M. Stack Boots: Flexible boot and collar for pipe stacks through membrane. N. Fiberglass-Mat Faced Gypsum Roof Board: 1. Thickness: 5/8 inch. 2. Width: 4 feet. 3. Length: 4 feet or 8 feet. 4. Weight: 2.5 psf. 5. Surfacing: Fiberglass mat. 6. Flexural Strength,Parallel (ASTM C473): 100 lbf, minimum. 7. Flute Span(ASTM E661): 8 inches. 8. Permeance(ASTM E96): Not more than 32 perms. 9. R-Value(ASTM C518):Not less than 0.67. 10. Water Absorption(ASTM C1177):Less than 10 percent of weight. 11. Compressive Strength (Applicable Sections of ASTM C472): 500 - 900 pounds per square inch. 12. Surface Water Absorption(ASTM C473): Not more than 2.5 grams. 13. Acceptable Products: a. DensDeck, Georgia-Pacific Gypsum. b. Substitutions: Not Permitted O. Manufactured Roof Specialties: As specified in Section 07 7100. PART 3 EXECUTION 3.1 EXAMINATION A. Section 0130 00-Administrative Requirements: Coordination and project conditions. B. Verify surfaces and site conditions are ready to receive work. C. Verify deck is supported and secure. D. Verify deck is clean and smooth,free of depressions, waves, or projections,properly sloped to drains valleys,or eaves,and suitable for installation of roof system. Reroof of the Building at 851 Poleline Road 07 53 05/5 E. Verify deck surfaces are dry and free of snow or ice. F. Verify roof openings,curbs, pipes, sleeves,ducts, and vents through roof are solidly set,and reglets are in place. 3.2 PREPARATION A. Existing roofing. 1. Clean any existing roof surface as required to install new roofing. 2. Remove all existing roofing material as required to provide a fat surface. 3.3 INSTALLATION A. Fiberglass-Mat Faced Gypsum Roof Board installation 1. In accordance with the manufacturer's requirements. B. Insulation Application: 1. Ensure vapor retarder is clean and dry. 2. Mechanically fasten insulation to deck. 3. Mechanically fasten boards over roof surface. 4. Place constant thickness first layer and tapered thickness insulation second layer to required slope pattern. 5. Minimum Total Insulation Thickness: 4 inch. 6. Place boards perpendicular to deck flutes with edges over flute surface for bearing support. 7. Lay boards with edges in moderate contact without forcing. Cut insulation to fit neatly to perimeter blocking and around penetrations through roof. 8. Lay tapered boards Cut boards to slope for distance of 18 inches back from roof drains for positive drainage. 9. Apply no more insulation than can be covered with membrane in same day. - 10. Tape joints of insulation. C. Membrane Application: 1. Apply membrane and mechanical attachment devices. 2. Install mechanical fastener along the edge of the membrane through the insulation and into the roof deck. 3. Roll out membrane,free from wrinkles or tears.Place sheet into place without stretching. 4. Overlap edges and ends and seal by heat welding, minimum 3 inches. Seal permanently waterproof. Seal all non-encapsulated edges with seam caulk. 5. Extend membrane minimum of 8 inches onto vertical surfaces. 6. Seal membrane around roof penetrations. 7. Perimeter Half Sheets: Install two half width sheets at all exterior roof perimeters that are not bordered by a parapet wall or an adjoining building a minimum of 24 inches higher than roof membrane level. D. Faashings And Accessories: 1. Apply flexible flashings to seal membrane to vertical elements. 2. Secure to nailing strips at 12 inches O.C. 3. Coordinate installation of roof drains and related flashings. 4. Seal flashings and flanges of items penetrating membrane. 3.4 FIELD QUALITY CONTROL A. Section 0140 00-Quality Requirement]: Field inspecting,testing,adjusting,and balancing. 07 53 05/6 Reroof of the Building at 851 Poleline Road 3.5 CLEANING A. Section 0170 00-Execution and Closeout Requirements: Final cleaning. B. In areas where finished surfaces are soiled by Work of this section,consult manufacturer of surfaces for cleaning advice and conform to their instructions. C. Repair or replace defaced or disfigured finishes caused by Work of this section. 3.6 PROTECTION OF INSTALLED CONSTRUCTION A. Section 0170 00-Execution and Closeout Requirements: Protecting installed construction. B. Protect building surfaces against damage from roofing work. C. Where traffic must continue over finished roof membrane,protect surfaces. END OF SECTION Reroof of the Building at 851 Poleline Road 07 53 05n SECTION 07 62 00 SHEET METAL FLASHING AND TRIM PART 1 GENERAL 1.1 SUMMARY A. Section includes flashings and counterflashings. 1. Provide reglets and accessories. B. Related Sections: 1. Section 06 10 53 -Miscellaneous Rough Carpentry: Wood blocking for metal roofing substrate profiles. 2. Section 07 53 05-Elastomeric Membrane Roofing—Mechanically Attached. 1.2 REFERENCES A. ASTM International: 1. ASTM A653/A653M-Standard Specification for Steel Sheet,Zinc-Coated(Galvanized) or Zinc-Iron Alloy-Coated(Galvannealed)by the Hot-Dip Process. 2. ASTM A755/A755M-Standard Specification for Steel Sheet,Metallic Coated by the Hot-Dip Process and Prepainted by the Coil-Coating Process for Exterior Exposed Building Products. 3. ASTM B32-Standard Specification for Solder Metal. 4. ASTM D226-Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing. 5. ASTM D4397 -Standard Specification for Polyethylene Sheeting for Construction, Industrial, and Agricultural Applications. 6. ASTM D4586-Standard Specification for Asphalt Roof Cement,Asbestos-Free. -- B. Federal Specification Unit: 1. FS TT-C-494 -Coating Compound, Bituminous, Solvent Type,Acid Resistant. C. Sheet Metal and Air Conditioning Contractors: 1. SMACNA-Architectural Sheet Metal Manual. 1.3 DESIGN REQUIREMENTS A. Sheet Metal Flashings: Conform to the following criteria of SMACNA "Architectural Sheet Metal Manual." 1.4 SUBMITTALS A. Section 0133 00-Submittal Procedures: Submittal procedures. B. Shop Drawings: Indicate material profile,jointing pattern,jointing details,fastening methods, flashings,terminations,and installation details. C. Product Data: Submit data on manufactured components metal types,finishes,and characteristics. 1.5 QUALIFICATIONS A. Fabricator and Installer: Company specializing in sheet metal work with minimum three years experience. Reroof of the Building at 851 Poleline Road 07 62 00/1 1.6 DELIVERY, STORAGE,AND HANDLING A. Section 0160 00-Product Requirements:Product storage and handling requirements. B. Stack material to prevent twisting,bending,and abrasion, and to provide ventilation. Slope metal sheets to ensure drainage. C. Prevent contact with materials causing discoloration or staining. 1.7 COORDINATION A. Section 0130 00-Administrative Requirements: Coordination and project conditions. B. Coordinate with Work of Section 04 20 00 for installing recessed flashing reglets. PART 2 PRODUCTS 2.1 SHEET METAL FLASHING AND TRIM A. Manufacturers: 1. Cheney Flashing Co. 2. Keystone Flashing Co. 3. Metal-Era Inc. 4. Substitutions: Section 0160 00-Product Requirements . B. Galvanized Steel: ASTM A653/A653M; structural steel sheet,G90 zinc coating;0.024 inch thick steel. C. Pre-Finished Galvanized Steel Sheet: ASTM A755/A755M; structural steel sheet,G90 zinc coating; 0.024 inch thick core steel, shop pre-coated with silicone polyester, two coat fluoropolymer top coat;color as selected from manufacturer's standard color as selected or to match metal roofing. 2.2 ACCESSORIES A. Fasteners: Galvanized steel or same material and finish as flashing metal.Primer:Zinc molybdate or Galvanized iron type. B. Protective Backing Paint: Zinc molybdate alkyd or FS TT-C-494,Bituminous. C. Sealant: Compatible with roofing materials D. Plastic Cement: ASTM D4586,Type I. E. Reglets:Recessed type,galvanized steel. Splash Pads:Precast concrete type,manufacturers' standard profiles indicated;minimum 3000 psi at 28 days, with minimum 5 percent air entrainment. F. Solder: ASTM B32;type suitable for application and material being soldered. G. "Ladder Up" safety pole. 07 62 00/2 Reroof of the Building at 851 Poleline Road 2.3 FABRICATION A. Form sections shape indicated on Drawings, accurate in size, square,and free from distortion or defects. B. Fabricate cleats of same material as sheet metal, interlocking with sheet. C. Form pieces in longest possible lengths. D. Hem exposed edges on underside 1/2 inch; miter and seam corners. E. Form material with flat lock seams,except where otherwise indicated. At moving joints,use sealed lapped,bayonet-type or interlocking hooked seams. F. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with sealant. G. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. H. Fabricate flashings to allow toe to extend 2 inches over roofing.Return and brake edges. I. Seal metal joints. 2.4 FACTORY FINISHING A. Polyester or Silicone polyester coating:Baked enamel system conforming to AAMA 2603. PART 3 EXECUTION 3.1 EXAMINATION A. Section 0130 00-Administrative Requirements: Coordination and project conditions. B. Verify roof openings,curbs, pipes, sleeves,ducts, and vents through roof are solidly set,reglets in place, and nailing strips located. C. Verify roofing termination and base flashings are in place, sealed,and secure. 3.2 PREPARATION A. Install starter and edge strips, and cleats before starting installation. B. Paint concealed metal surfaces with protective backing paint to minimum dry film thickness of 15 mil 3.3 INSTALLATION A. See Section 04 20 00 for installation of concealed reglets. B. Insert flashings into reglets to form tight fit. Secure in place with lead or plastic wedges. Seal flashings into reglets with sealant. C. Secure flashings in place using concealed fasteners. Use exposed fasteners only where permitted. D. Apply plastic cement compound between metal flashings and felt flashings. Reroof of the Building at 851 Poleline Road 07 62 00/3 E. Fit flashings tight in place.Make corners square,surfaces true and straight in planes,and lines accurate to profiles. F. Seal metal joints watertight. G. Install safety pole on existing roof access ladder at existing roof hatch. 3.4 FIELD QUALITY CONTROL A. Section 0140 00-Quality Requirements: Field inspecting,testing, adjusting, and balancing. B. Inspection will involve surveillance of Work during installation to ascertain compliance with specified requirements. END OF DIVISION 07 62 00/4 Reroof of the Building at 851 Poleline Road DIVISION 8 OPENINGS SECTION 08 62 00 INSULATED TRANSLUCENT SKYLIGHT RETROFIT SYSTEM PART 1 GENERAL 1.1 SUMMARY A. Section includes supported overglazed system with extruded tight-cell polycarbonate glazing panels. 1. Provide integral beam covers. 2. Provide perimeter sealants. 1.2 REFERENCES A. ASTM International: 1. ASTM D635 -Standard Test Method for Rate of Burning and/or Extent and Time of Burning of Plastics in a Horizontal Position. 2. ASTM D1929-Standard Test Method for Determining Ignition Temperature of Plastics. 3. ASTM D2244- 11 Standard Practice for Calculation of Color Tolerances and Color Differences from Instrumentally Measured Color Coordinates 4. ASTM D3841 -97(2008)eI Standard Specification for Glass-Fiber-Reinforced Polyester Plastic Panels 5. ASTM D4364-05 Standard Practice for Performing Outdoor Accelerated Weathering Tests of Plastics Using Concentrated Sunlight 6. ASTM D2843 -Standard Test Method for Density of Smoke from the Burning or Decomposition of Plastics. 7. ASTM E84-Standard Test Method for Surface Burning Characteristics of Building Materials. 8. ASTM E283 -Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls,and Doors Under Specified Pressure Differences Across the Specimen. 9. ASTM E330-Standard Test Method for Structural Performance of Exterior Windows,Curtain Walls,and Doors By Uniform Static Air Pressure Difference. 10, ASTM E331 -Standard Test Method for Water Penetration of Exterior Windows,Curtain Walls, and Doors By Uniform Static Air Pressure Difference. 11. ASTM E1105 -Standard Test Method for Field Determination of Water Penetration of Installed Exterior Windows,Curtain Walls,and Doors by Uniform or Cyclic Static Air Pressure Difference. 1.3 SYSTEM DESCRIPTION A. Panel System: Overglazed extruded tight-cell polycarbonate glazing panels system, with supplementary support framing, shop fabricated,factory prefinished,with battens,cap strips,related flashings,anchorage and attachment devices. 1.4 PERFORMANCE REQUIREMENTS A. System Design:Design and size components to withstand dead loads and live loads caused by positive and negative wind loads acting normal to plane of wall, including building corners. 1. As calculated in accordance with applicable code,as tested in accordance with ASTM E330. B. Seismic Loads: Design and size components to withstand seismic loads and sway displacement as calculated in accordance with applicable code. C. Deflection: Limit mullion deflection to L/200; with full recovery of glazing materials. D. System Assembly: Accommodate following without damage to system,components or deterioration of seals. Reroof of the Building at 851 Poleline Road 08 62 00/1 I. Movement within system. 2. Movement between system and perimeter framing components. 3. Dynamic loading and release of loads. 4. Deflection of structural support framing. 5. Tolerance of supporting components. E. Expansion/Contraction: System to provide for expansion and contraction within system components caused by cycling temperature range of 170 degrees F over 12 hour period without causing detrimental effect to system components. F. Not Permitted: Vibration harmonics, wind whistles,noises caused by thermal movement,thermal movement transmitted to other building elements, loosening, weakening, or fracturing of attachments or components of system. 1.5 SUBMITTALS A. Section 0133 00-Submittal Procedures: Submittal procedures. B. Shop Drawings: Indicate system dimensions,framed opening requirements and tolerances,anticipated deflection under load,affected related Work, weep drainage network, expansion and contraction joint location and details,and field welding required. C. Product Data: Submit component dimensions, describe components within assembly,anchorage and fasteners,panel configuration, and internal drainage details. D. Design Data: Provide framing member structural and physical characteristics, dimensional limitations. E. Submit two samples illustrating prefinished aluminum surface, specified panel with skins,glazing materials illustrating edge and corner. F. Manufacturer's Installation Instructions: Submit special installation requirements. 1.6 QUALIFICATIONS A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years documented experience. B. Installer: Company specializing in performing Work of this section with minimum three years experience approved by manufacturer. C. Design structural support framing components under direct supervision of Professional Engineer experienced in design of this Work and licensed at Project location. 1.7 DELIVERY, STORAGE,AND HANDLING A. Section 0160 00-Product Requirements:Product storage and handling requirements. 1.8 ENVIRONMENTAL REQUIREMENTS A. Section 0160 00-Product Requirements. B. Do not install sealants when ambient temperature is less than 40 degrees F during and 48 hours after installation. C. Maintain this minimum temperature during and after installation of sealants. 1.9 COORDINATION A. Section 0130 00-Administrative Requirements: Coordination and project conditions. B. Coordinate Work with installation of roofing and related components and materials. 08 62 00/2 Reroof of the Building at 851 Poleline Road 1.10 WARRANTY A. Section 0170 00-Execution and Closeout Requirements: Product warranties and product bonds. B. Furnish manufacturer standard ten year warranty to include: 1. Change in light transmission of no more than 6%per ASTM D-1003 2. No delamination of panel affecting appearance,performance or structural integrity of the panel or the system. 3. Thermal aging-the light transmission and the color shall not change after exposure to heat of 300°F for 25 minutes. (When measured per ASTM D-1003 and ASTM D-2244 respectively). PART 2 PRODUCTS 2.1 TRANSLUCENT WALL AND ROOF ASSEMBLIES A. Manufacturers: 1. CPI International: Overglazed Skylight Retrofit System with Pentaglas 12 Panel. 2. Kalwall Corp. 3. Skywall Translucent Systems. 4. Substitutions: Section 0160 00-Product Requirements. 2.2 COMPONENTS A. Translucent Panels 1. Tight Cell Panel Technology—Longevity and Resistance to Buckling and Pressure a. Translucent Panels must be of Tight-Cell technology. Wide Cell technology(cell size exceeding 0.18") shall not be acceptable. b. The translucent panel shall include an integral extruded Tight-Cell structural core. The panel's exterior skins shall be connected with supporting continuous ribs,perpendicular to the skins,at a spacing not to exceed 0.18"(truss-like construction). In addition,the space between the two exterior skins shall be divided by multiple parallel horizontal surfaces,at a spacing not to exceed 0.18". B. Appearance: 1. Panel assembly thickness shall be a minimum .47"(12mm) single panel with exposed interlocking 1.25"wide U battens. 2. Panel Width: Shall not exceed 2' to ensure best performance for wind uplift, vibration,oil canning and visual appearance. Panels over 2' wide will not be approved. 3. The panels shall be uniform in color with an integral Tight-Cell core. In a cross section,the core shall be constructed of tight honeycomb cells not to exceed 0.18"x 0.18". The appearance should be equal to CPI's Pentaglas 12 Panel.Wide cell panel configurations greater than 0.18"by .018"shall not be accepted. C. Thermal and solar performance: 1. Insulation Value("U")per ASTM C236 configured for/or NFRC 100 test conditions-0.48 2. Light Transmission(L.T.%)per ASTM E1175 or E972 OR D-1003 3. Solar Transmission(S.T.)per ASTM E1084 at"normal"(90°)incidence angle. D. Translucent Panel Joint System: 1. Panel shall be extruded in one single formable length. Maximum panel width shall not exceed 2'. Transverse connections are not acceptable. 2. The panels should be manufactured with grip-lock double tooth upstands that are integral to the unit. The upstands shall be 90 degrees to the panel face(standing seam dry glazed concept). Welding or gluing of upstands or standing seam is not acceptable. 3. The U battens shall have a grip-lock double tooth locking mechanism to ensure maximum uplift capability. Reroof of the Building at 851 Poleline Road 08 62 00/3 4. The metal retention clip shall be configured with a 0.4"wide top flange that extends continuously across the web from end to end and from side to side. To allow a safety factor, the clip must be tested to meet a wind uplift standard of 90 psf per ASTM E330-97. 5. The panel system U connection shall meet wind load performance requirements without deterioration after 100 months of Florida outdoor exposure. This performance must be demonstrated by providing independent lab comparison test reports for a weathered vs. a new panel assembly. As a standard for all systems,provide test reports for a 16mm panel assembly, 6' wide x 12' long with connectors that have been exposed to Florida weather conditions for 100 months per ASTM E-330-97 for loading,ASTM E 1886-97 for cycling and ASTM E-1996-02 for missile impact at design load of 70 PSF. 6. Air Infiltration:Must meet standard of ASTM D-283 at test pressures of 12.0 PSF-0.06 SUM per linear ft. of panel U/H joint connection length. 7. Water Penetration: No water penetration of the panel U/H joint connection length at test pressure of 12.0 PSF per ASTM E-331 8. Free movement of the panels shall be allowed to occur without damage to the weather tightness of the completed system. E. Flammability 1. The exterior and interior faces shall be an approved light transmitting panel with a CC fire rating classification per ASTM D-635. Flame spread no greater than 25 per ASTM E-84. Smoke density no greater than 75 per ASTM D2843 and a minimum self-ignition temperature of 1000°F per ASTM 1929. The panel shall be self-extinguishing. 2. Interior flame spread classification of Class I per ASTM E84. F. Impact Resistance -the panels shall pass the following tests: 1. ASTM D-3841/SPI-Impact and Shatter Resistance of 200 ft. lbs. 2. SFBC-PA 201-94, impact resistance of 350 ft. lbs. 3. ASTM E-1996-02-Must comply with standard specification for performance of exterior windows or curtain walls when impacted by windborne debris at level D and after cyclic wind loading at the specified design load.G. Cyclic Wind Load-Translucent Panels shall be tested for cyclic wind loads and impact resistance per ASTM E 1886-97 and ASTM E 1996-02 at test load to verify the positive and negative design loads and level D impact. H. Weatherability: 1. The light transmission as measured by ASTM D1003,shall not decrease more than 6% over 10 years, or after exposure to temperature of 300°F for 25 minutes(thermal aging). 2. The panel shall be tested by recognized laboratory for weathering evaluation per ASTM D4364- 84(EMMAQUA,UNBACKED),after exposure to minimum concentrated natural sunlight radiation of 56000 MJ/M(1540 MJ/M of UV, 200-385 N.M).The panel shall not change in color more than 5.0 units Delta E,5.0 units Delta L and Delta B. 3. The panel shall not change color more than 5.0 units(DELTA-E by ASTM D2244)after 60 months outdoor weathering in Arizona determined by an average of at least two samples. 4. Thermal aging-the interior and exterior faces shall not change color in excess of 0.75 Delta E by ASTM D2244 and shall not darken more than 0.3 units(Delta L by ASTM D2244)and 0.2 units Delta Y(YI)by ASTM D 1925 and shall not show cracking or crazing when exposed to 300°F for 25 minutes. 5. The faces shall not become readily detached when exposed to temp of 300°F and 0°F for 25 minutes. 6. Panels shall consist of a polycarbonate resin with a permanent,co-extruded, ultra-violet protective layer. Post-applied coating or films of dissimilar materials are unacceptable. Fiberglass skins are unacceptable. 7. UV Maintenance: The system shall require no scheduled re-coating to maintain its performance or for UV protection. 08 62 00/4 Reroof of the Building at 851 Poleline Road 8. Panel shall be factory sealed at the sill to restrict dirt ingress. I. Diffused Light Transmission: As a reference for measuring the quality of the diffused light through the panel assembly,the IES (Illuminating Engineering Societies)LM-44-1990 Approved Method for Total and Diffuse Reflectometry procedure shall be used. Results for a Clear Pentaglas/Single Glazed panel assembly shall be provided as a base standard for comparison. 1. For Pentaglas/Single Glazed systems with total illuminator flux output at 60 lumens, diffused light transmission requirements are: Zone Zonal % of transmittance from the maximum total lumens transmitted through the panels 0-30 66.0 0-40 78.5 0-60 94.0 0-90 100.0 J. The minimum ratio of the panel weight to the panel thickness should be: 0.47"thick Pentaglas 12 panel,0.54 LB. per S.F. 2.3 METAL FRAME STRUCTURE A. To meet ANSI/ASCE 7-95 building design load,design criteria B. The skylight retrofit shall be achieved by leaving the existing system intact and installing the upgraded CPI system in an overglaze configuration including all necessary additional aluminum supports or flashings for a dry glazed finished product. C. Water Penetration:The Metal Framed Skylight shall allow no water penetration at a minimum differential static pressure of 6.24 lbs.per sq.ft.per AAMA 501-94 Pressure Difference Recommendations and as demonstrated by prior testing of typical framing sample per ASTM E-331 D. Water test of Metal Frame Structure shall be conducted according to procedures in AAMA 501.2 2.4 METAL MATERIALS A. Extruded Aluminum shall be ANSI/ASTM B221; 6063-T6: 6063-T5 or 6005-T5. B. Flashing: 1. 5005 H34 aluminum 0.04"minimum thickness. 2. Sheet metal flashings/closures/claddings are to be furnished shop formed to profile-when lengths exceed 10 ft. in nominal 10-ft lengths. Field trimming of the flashing and field forming the ends is necessary to suit as-built conditions. Sheet metal ends are to overlap at least 6-in. to 8-in., set in a full bed of sealant and riveted if required. C. All Fasteners for aluminum framing to be stainless steel or cadmium plated steel,excluding the final fasteners to the building. 2.5 ACESSORIES A. Sealant and Backing Materials: As recommend by Manufacturer B. Fasteners:Recommended by Manufacturer 2.6 FACTORY FINISHING A. Clear Anodized Aluminum Surfaces: AA-M12C22A41 non-specular as fabricated mechanical finish, medium matte chemical finish,and Architectural Class 10.7 mils clear anodized coating. 1. Conform to AAMA 611. Reroof of the Building at 851 Poleline Road 08 62 00/5 PART 3 EXECUTION 3.1 EXAMINATION A. Section 0130 00-Administrative Requirements: Coordination and project conditions. B. Verify dimensions,tolerances, and method of attachment with other work. C. All opening sizes,dimensions and tolerances are to be field. 3.2 INSTALLATION A. Install components in strict accordance with manufacturer's instructions and approved shop drawings. Use proper fasteners and hardware for material attachments as specified. B. Use methods of attachment to structure allowing sufficient adjustment to accommodate tolerances. C. Remove all protective coverings on panels immediately after installation. 3.3 ERECTION TOLERANCES A. Section 0140 00-Quality Requirements:Tolerances. B. Maximum Variation from Plumb: 0.06 inches every 3 ft non-cumulative or 0.5 inches per 100 ft, whichever is less. C. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch. D. Sealant Space Between Panel System Members and Adjacent Construction:Maximum of 3/4 inch and minimum of 1/4 inch. 3.4 CLEANING A. Section 0170 00-Execution and Closeout Requirements: Final cleaning. B. Remove protective material from aluminum surfaces. C. Wash down surfaces with solution of mild detergent in warm water,applied with soft,clean wiping cloths.Take care to remove dirt from corners.Wipe surfaces clean. D. Remove excess sealant or foreign substances from panel surfaces requiring mineral spirits or any solvents that are acceptable for use. E. Installers shall leave panel system clean at completion of installation. Final cleaning is by others upon completion of project,following manufacturer's cleaning instructions. F. PROTECTION OF INSTALLED CONSTRUCTION G. Section 0170 00-Execution and Closeout Requirements: Protecting installed construction. H. Protect finished Work from damage. END OF DIVISION 08 62 00/6 Reroof of the Building at 851 Poleline Road a� Myers m Anderson ■ Architecture ■ Interior Design • landscape Architecture DOCUMENT 00 9113 Addendum Number One DATE: July 8, 2011 PROJECT: Reroof of the Building at 851 Poleline Rd Twin Falls, Idaho PROJECT NO.: Myers Anderson#11259 OWNER: Urban Renewal Agency City of Twin Falls P.O. Box 1907 321 2nd Avenue, East Twin Falls, Idaho 83301 ARCHITECT: Myers Anderson Architects, PLLC 101 North Main Street Pocatello, Idaho 83204 TO: Prospective Bidders This Addendum forms a part of the Contract Documents and modifies the Bidding Documents dated June 2011. Acknowledge receipt of this Addendum in the space provided in the Bid Proposal, failure to do so may disqualify the Bidder. This Addendum consists of two (2)pages plus attachments. Total: four(4) pages. General 1. The Prebid Conference attendance sheet is attached for information only. 2. The bid date has been changed from July 15, 2011 to July 19, 2011 at 2:00 pm. 3. The bid opening will be in the Twin Falls City Council Chambers located at 305 3rd Avenue, East,Twin Falls, Idaho. (The corner of 3rd and Hansen Street) 4. Contact persons at C3 are: a. E.G. Carmona Jr., Facilities Manager—Phone (208) 734-9530 b. David Matsuoka, Security Manager—Phone (208) 732-3724 Drawings Wyoming Office Idaho Office 849 Front Street,Suite 202 101 N.Main Street P.O.Box 2340(82931-2340) Pocatello,Idaho 83204 Evanston,Wyoming 82930 P 208-232-3741 P 307-789-0934 F 208-232-3782 E-mail:maa@mvers-anderson.com Website: www.mvers-anderson.com 1. The dimensions shown on the roof plan in the north-south direction are not correct. Refer to attached Sketch SK-1 for correct dimensions. Specifications 1. Section 07 53 05 a. Paragraph 2.3 N Fiberglass—Mat Faced Gypsum Roof Board 1; change thickness to 1/2" in lieu of 5/8" b. Paragraph 2.1 A Manufacturers—John Manville JM TPO is approved for this project. Attachments: Prebid Conference attendance sheet SK-1 dated 7-8-11 End of Addendum No. 1 Wvomina Office Idaho Office 849 Front Street,Suite 202 101 N.Main Street P.O.Box 2340(82931-2340) Pocatello,Idaho 83204 Evanston,Wyoming 82930 P 208-232-3741 P 307-789-0934 F 208-232-3782 E-mail:maa@myers-anderson.com Website: www.mvers-anderson.com PREBID CONFERENCE ATTENDANCE SHEET Reroof of the Building at 851 Poleline Rd. Name Company Address Phone/Fax Pete Anderson Myers Anderson 101 North Main 208-232-3741 Architects Pocatello, ID 83204 208-232-3782 Devin Norton Modern Roofing 1921 N. Harrison 208-232-2500 Pocatello, ID 83204 208-232-2504 Scott Miley Scott Miley Roofing Box 3271, Hailey 788-3362 Todd Smith Smith Roofing 253 W 4000 E 745-7588 phone Rigby, ID 83442 745-6521 fax Adam Simmons Briggs Roofing P.O. Box 348 745-9002 phone Rigby, ID 83442 745-8966 fax PBC/1 1,40 1'40' +/- 124'-0" +/- 104'-0" M N N i- �n tr rn " -4 N N N It - rnEll _ � m 42'-0" +/- 73'-0" +/- 231'-0"Room DimmNSION PLO14 Z NOT TO SCALE PROJECT DATE: M y e r s ■ Anderson REROOF BUILDING AT 851 POLELINE RD. •Archffecture Poccaelo Idaho83204 North Main Street FOR TWIN FALLS URBAN RENEWAL SKETCH N0. •Interior Design Tel. (208)232-3741 1 •Landscape Architecture Fax (208)232-3782 TWINFALLS, IDAHO PROJECT# 11259 Myers ■ Anderson • Architecture • Interior Design • Landscape Architecture DOCUMENT 00 9113 Addendum Number Two DATE: July 14,2011 PROJECT: Reroof of the Building at 851 Poleline Rd Twin Falls, Idaho PROJECT NO.: Myers Anderson#11259 OWNER: Urban Renewal Agency City of Twin Falls P.O. Box 1907 321 2°d Avenue,East Twin Falls,Idaho 83301 ARCHITECT: Myers Anderson Architects,PLLC 101 North Main Street Pocatello,Idaho 83204 TO: Prospective Bidders This Addendum forms a part of the Contract Documents and modifies the Bidding Documents dated June 2011. Acknowledge receipt of this Addendum in the space provided in the Bid Proposal,failure to do so may disqualify the Bidder. This Addendum consists of one(1)page. General 1. The City of Twin Falls requires a roofing permit. An asbestos inspection report is required to accompany permit application. 2. The Work shall be completed by September 1,2011 in lieu of the thirty days called for in the specifications. Specifications 1. Section 07 53 05 paragraph 2.2 A—Change the minimum width of the membrane from 6 foot to 4 foot. 2. Section 07 62 00—The contractor has the option of shop fabricating metal flashing and trims. End of Addendum No. 2 Wyoming Office Idaho Office 849 Front Street,Suite 202 101 N.Main Street P.O.Box 2340(82931-2340) Pocatello,Idaho 83204 Evanston,Wyoming 82930 P 208-232-3741 P 307-789-0934 F 208-232-3782 E-mail:maa@myers-anderson.com Website: www.mvers-anderson.com C y� 8 C R Q o N � � o o ° n 51 POLEL RDO 0U L D Ho 4, 00 � t FOR 7W [?4 FikLLS URB �& H N 9 TWIN FALLS., 0 DAH W Z J � a W J OW � Z W Llr) co Z I- < Q m V � ABBREVIATIONS SYMBOLS DRAWING INDEX Z y J O AFF. ABOVE FINISHED FLOOR LAM. LAMINATE � a = A.T. ACOUSTICAL TILE MTL. METAL SHEET NUMBER SHEET TITLE V" 0 A.T.B. ALUMNUM THERMAL BARRIER O.G. ON CENTER EARTH O DOOR NUMBER Z ADJ. ADJUSTABLE fa PROPERTY PROPERTY LINE � J ALUM. ALUMINUM P•LAM. PLASTIC LAMINATE EXISTING o WINDOW MARK G100 COVER SHEET&INDEX OF DRAWINGS&SYMBOLS —� BF'. BLOCK PAINTED P.T.D. PAPER TOWEL DISPENSER ROOM NUMBER O W BLDG. BUILDING PRE.FIN. PRE-FINISHED WOOD STUDS ® Z ARCHITECTURAL MOVABLE BLIC BLOCK RD. ROOF DRAIN ABLE SLKT. BLANKET REQ. REQUIRED METAL STUDS 107 PARTITION A100 ROOF PLAN$NOTES �,u 0 3 BRO. BOARD SD SOAP DISPENSER SOUND WALL W/ AI01 ROOF DETAILS w �/ SOUND INSUL,4 -�-ELEVATION AI02 PHOTO'S 8 NOTES BTM. BOTTOM S.S. SANITARY SEWER RE5ILIENT CLIPS C CARPET SHT. SHEET a CIF'. CAST-IN-PLACE SHTG. SHEATHING CONCRETE DETAIL NUMBER C.T. CERAMIC TILE SPEC. SPECIFICATION SHEET TITLE: DETAIL SYMBOL GNU, COLD WATER STD. STANDARD CONCTMTE BLOCK SHEET DRAWN c. i4 DETAIL NUMBER CLG. CEILING STL. STEEL BRICK VENEER I COVER SHEET v COL. COLUMN SUSP. SUSPENDED pETAIL GUT & CONC. CONCRETE 5YS. SYSTEM SHEET DRAWN INDEX OF � CONT. CONTINUOUS T 4 G TONGUE 4 GROOVE GRAVEL SECTION NUMBER DRAWINGS DF. DRINKING FOUNTAIN TBC TOP BACK OF CURB ' CIA. DIAMETER T.TD. TOILET TISSUE DISPENSER BLANKET INSULATION SECTION MARK & V DN. DOWN T.TJ. TIGHT TO JOIST SWEET DRAWN SYMBOLS DR DOOR TYP, TYPICAL RIGID INSULATION ELEVATION NUMBER V DRUG. DRAWING UDN. UNLESS OTHERWISE NOTED ii��++ 4 1 z WALL ELEVATION i, EA. EACH U.ON.VERT VERTICAL STRUCTURAL WOOD 3 CONTRACTOR SHCONDI VERIFY SHEET DRAWN ALL DIMENSIONS CONDITIONS V SHOWN OR IMPUED o EFS. EXTERIOR FINISH SYSTEM W/ WITH toElFb. EXTERIOR INSULATED FINISH SYSTEM W. WATER DEMO DP4I TITLEWIBUBBLENUmBFR REVISION DATE ELECT. ELECTRICAL W/D WASHER/DRYER AI00 AI�9 ? ELEV. ELEVATION W.P. WATER PROOF SHEET DRAWN E.P. ELECTRICAL PANEL REFERENCE SHEEt � EQ. EQUAL EXIST. EXISTING 3 EXP. EXPANSION EXT. EXTERIOR F.E.C. FIRE EXTMU15HER CABINET F.F. FINISH FLOOR a � F.L. FLOW LINE C 3 G.B. GRAB BAR GNO. GROUND 0 GYP. GYPSUM v N.B. HOSE BIB H.M. HOLLOW METAL DRAWN L BY: J.SCOFI-IELD _ JT. JOINT CHECKED o BY: P.G.ANDER504 Jog y NUMBER: 025B PROJECT n DATE: ME 2011 V_ SHEET OF v G100 i 22Y 0" L GEND c v EXISTING MTL. O O EXISTING MTL. o RD. SCUPPER d DRAM RD. SCUPPER d DRAIN 0 O , MECHANICAL EQUIPMENT INSTALL LADDER UP SAFETY POLE �✓ r (SEE ROOF HATCH ISO.ON 5HT Ai01) NEW ROOF DRAM d MTL.SCUPPER NEW CRICKETS TO DIRECT a - uTO MATCH EXISTING ROOF WATER i0 DRAINS es 7 CONNECT ROOF DRAM TO EXISTING MTL. 9 EXISTING MTL. O O AEI EXISTING ROOF DRAIN SYSTEM SCUPPER d DRAM AI01 SCUPPER d DRAIN o a O PIPE THRU ROOF O d WALKWAY PAD RD. ROOF DRAIN O ® ® _-,.___� Elm c NEW CRICKETS TO DIRECT NEW CRICKETS i0 DIRECT U m c F.V. FIELD VERIFY ROOF WATER TO DRAINS r: 'C -E ROOF WATER TO DRAINS ! g t? - 1 PHOTO NUMBER d ANGLE ❑ S' a GF PHOTO SHOT DIRECTION OF SLOPE b NEW MECHANICAL UNIT 4 O 4ym FIELD VERIFY 12 F M 12 � < NOTES: x I. SLOPE ALL CRICKETS 1/2"PER P-0"EXCEPT AT HVAC EQUIPMENT,SKYLIGHTS,CURBS d ECT.SH O ALL SLOPE 1/4"PER ° I'0"MINIMUM. O .» .:.0 . m O �tki'-x O ,, ..,. ,d x x r. 2. CONTRACTOR 70 PROTECT d MAINTAIN ALL EXISTING ` O O xr EQUIPMENT d PENETRATIONS DURING CONSTRUCTION. ° 9 3.REMOVE ONLY ENOUGH OF THE EXISTING ROOFING THAT CAN BE REPLACED IN ONE DAY. 4.AT END OF WORK DAY DO NOT LEAVE ANY ROOF AREA UNPROTECTED. n: REPAIR SKYLIGHT 5.REMOVE MECHANICAL EQUIPMENT INCLUDING SUPPORTS AS (aLTttu REPAIR SKYLIGHT REQUIRED TO INSTALL NEW ROOFING. (ALTttU `v 6.MECHANICAL EQUIPMENT,PIPES,VENTS d ECT.LOCATIONS Q ARE APPROXIMATE.CONTRACTOR TO FIELD VERIFY ALL LOCATIONS. 7. REMOVE EXISTING ROOFING MEMBRANE d REPAIR EXISTING 5 W RIGID INSULATION AS REQUIRED. 8.CONTRACTOR TO RAISE CURBS AS REQUIRED PER ------ 18 MANUFACTURES ROOF WARRANTY. ® ® A101 Zj 9.CONTRACTOR SHALL NOTIFY OWNER OR BUILDING USER 72 J 2 HOURS PRIOR TO REMOVING ANY ROOF TOP EQUIPMENT. INSTALL NEW WALKWAY PAD �i 10.CONTRACTOR SHALL FIELD VERIFY WALKWAY PAD LAYOUT 8 MATERIAL 2'-6"MIN ® W ADJUST ACCORDING TO HVAC EQUIPMENT SERVICE ACCESS Z POINTS. W 11. WOW INCLUDES REMOVAL d REPLACEMENT OF EXISTING A M ROOF MEMBRANE ON ROOF,ALL CURBS AND WALLS. O 'MI W Z Q W INSTALL NEW WALKWAY PAD MATERIAL 2'-6"MM 3 ® A01 Z H J O N LL. 0 N M 2� W K;j N ° ° Luo ° L' ° .rx1 w LL. ° O ?rA d S O i Y NEW CRICKETS TO DIRECT kq SHEET TITLE: ROOF WATER TO DRAMS AI®I , REPAIR SKYLIGHT ". a.,� ., .. ., ..... .....:' ...'.:':" ..:..ti.. y O(ALT#0 ROOF PLAN NOTES r REPAIR SKYLIGHT a ■ (ALTttI) a,+' NEW CRICKETS TO DIRECT + ROOF WATER TO DRAMS CONTRACTOR SHALL VERIFY R xt� ALL DONSdCONDIf10NS SHOW O Oal: SHOWN OR IMPLIED C `fl REVISION DATE y i 8 INSTALL NEW WALKWAY PAD ±? O MATERIAL 24"MIN I O a t O O 0 r � YA ___......- O O O • n O o 0 o O ■ g O O AI01 H i ROOF PLAN DRAWN OR J.SCOFF[ELD CHECKED SCALE: 1/8" - 1'-0" R&ANDEMON 3 O O JOB NUMBER: 0250 1 - PROJECT DATE: am 2011 3 j 22t-0" SHEET OF Al00 3 NOtES: � 0 I. FIELD VERIFY ALL EXISTING CURBS AND RAISE CURETS A$ MECHANICAL EQUIPMENT WHERE N R REQUIRED TO MEET ROOF MANUFACTURE REQUIREMENTS. SHOWN ON PLAN REMOVE d REPLACE AS REQUIRED %_` ,p �\� I LEG OF UNIT,PIPE SUPPORT,ETC. W SINGLE PLY MEMBRANE I HOT-AIR WELD CUT EDGE SEALANT _____ SEALANT FULLY ADHERED.055" SINGLE PLY MEMBRANE / \ UNSUPPORTED MEMBRANE o BONDING ADHESIVE I I I BONDING ADHESIVE � m 5/W DENS DECK 1 1/2"RIGID INSULATION I I HOT-AIR WELD V) z (ALT#U TAPERED TO DRAIN +,F SEALANT(TYP.) L m SEALANT(USE I TUBE PER DRAIN) "� Dui CUT EDGE SEALANT(TYP.) MEMBRANE COMPLETELY HOT-AIR 5/6"DENS DECK t O u = o ` MTL.SCUPPER 1 1/2"RIGID INSULATION(ALt#I) < Q g �a Y 11Is, I EXISTING INSULATION SEALANT(TYP.3 EXISTING TO REMAIN TREATL FASTEN qg NEE E SARY�= BLOCKING AS REQ. TAPER EXISTING INSULATION IN DET.4i PREPARATION FOR NEW DRAIN ROOF DRAIN T"MIN SCALE:3" = f-0' amm a� W �.p EXISTING MECHANICAL EQUIPMENT 9 PLATE I FASTENER INTO DECK ik+ni nwm" 5 MTL.FLASHING < DETAIL. T EXISTING MECHANICAL SCALE: 1 1/2" = 1'-0" AImO AI01 EQUIPMENT CURB SIMILAR FOR EXISTING FULL UP LOOP NOTE: ROOF DRAIN I.REMEMBER NO NOT CROSS SEAMS WITH WALKWAY PADS. SINGLE PLY ROOFING MEMBRANE "LADDER UP"SAFETY 2.HEAT WELD EDGE OF WALKWAY ROLLS CONTINUOUSLY. POLE PLATE I FASTENER INTO DECK EXISTING MTL.PARAPET CAP I PER MANUFACTURER REQUIREMENTS a TO BE REMOVED I FUSED LANG DDER TYP. - DOTAL10 EXISTING TO REMAIN NOT TO SCALE AI00 A0 FASTENER W/NEOPRENE OR EPDM HOT-AIR WELD WASHER AT 12"O.C,USE SLOTTED OR ,ity Nr OVERSIZED HOLES CUT EDGE SEALANT " w EXISTING:TO REMAIN SINGLE PLY MEMBRANE EXISTING MTL.COPINGS BONDING ADHESIVE w j„ TO BE REMOVED I REUSED hya v 50 DENS DECK Q CONTINUOUS CLEAT ��" SINGLE PLY MEMBRANE r a : FASTENED 12"O.C. Lu — �� FASTENER W/NEOPRENE OR EPDM WASHERn�" " °i��I 9 PLATE E FASTENER INTO AT 12"OL,USE SLOTTED OR OVERSIZED 14OLE5 1 k(i w DECK PER MANUFACTURER REQUIREMENTS � HOT-AIR, fl w �I :" UJI 1. w _UT SEALANT a l`! ( 14ii r H II LE f £X[STING ROOF SCUTTLE �p '- � ' Z SINGLE PLY ROOF MEMBRANE W/ EXISTING ROOF LADDER a i d�1�11iiU iGi 01 Hi��.. BONDING ADHESIVE cod i II iii�i � W Hi �jj /��(( PLATE I FASTENER INTO DECK 1/2"RIGID INSULATION(ALT#U ROOF 1'}.4TC1't ISO. D(��UN L p�pi 5/S"DENS DECK EXISTING FRIGID�LI� 1 1/2"RIGID INSULATION(ALt 2) ANGLE IRON I MATEINSULATION, REMAIN NOT TO SCALE �i� ." "" w"f EXISTING RIGID INSULATION, ROOF NOT SHOWN FOR CLARITY �I�'` I'�� " � � ��� DECK d Al GL£IRON ro REMAIN CURB DETAIL 3 Z �Il�il SINGLE PLY MEMBRANE EXISTING PIPE CONDUIT W SCALE:3" = I'-0" Amm A10 i, METAL DRIP W/CONT.CLIP a 'J PIPE CLAMP I FASTENERS �tii '� 'h�ii IN�119(�� 5/S"DENS DECK SINGLE PLY ROOFING MEMBRANE ,` " EXISTING WOOD BLOCKING 11 ��H 8 Hu m1 1 s SEALANT 11 RIGID INSULATION CRICKET PLATE I FASTENER INTO DECK PER {ipm WALKWAY PAD CONTINUOUS SLOPE 1/2"OVER I'-0"TYP. MANUFACTURER REQUIREMENTS UNDER BLOCKING � e tip' iI°�ee UP i1H 4 HOT-AIR WELD Y 11+ STEEL CLAMP � 0 / {{f� �}u����� WOOD NAILER e e1i r � tY#Y k ie Fi Uz i U Fug fie I) _ Epe 1 11 ! INS CUT EDGE SEALANT q (i 1 Fu / .i° ' CUT EDGE SEALANT ®1 SINGLE PLY MEMBRANE _ Tii'LL" i�i, i'`T T �Q .Xk) ;� ii 1�. , x SINGLE PLY MEMBRANE w"'� (E (di FLEXIBLE PIPE BOOT N J O S' a HOT-AIR VELD HOT-AIR WELD LL pry - (FULL WIDTH OF FLANGE) ph�' SINGLE PLY MEMBRANE O �y Z "a .. uj 0 5/8"DENS DECK EXISTING RIGID INSULATION,DECK 1 1/2"RIGID INSULATION I ANGLE IRON TO REMAIN ."' 51W DENS DECK w (ALT#2J 50 DENS DECK EXISTING RIGID INSULATION e��Dui m r ii i'. ;ud ii�.e i 1 1112"RIGID INSULATION ii lil I DECK TO REMAIN " ,� I ii li 111 11 IALT#p DET.41L DET�41L 9 � a SCALE:3" = 1'0" A00 Aa m a 9 e . -� SCALE:I I/I = I'-0" A102 Ai01 6 >s 4 DECK INSULATION SHEEP TITLE: META I LOVER GLAZING SIMILAR TO CPI !DECK i0 REMAIN OVERGLAZE RETROFIT SKYLIGHT SYSTEM SCALE:3" = 1'-0" Imo am1 ' ROOF DETAILS EXISTING SKYLIGHT 70 REMAIN EXISTING NAILER TO REMAIN EXISTING MTL COPING J� TO BE REMOVED I FUSED DETAA I L 7 = FASTENER W/NEOPRENE WASHER-12"O.C. 1 FASTENER W/NEOPRENE OR EPDM SCALE:3" = I'-0" Axm a� SINGLE PLY ROOF MEMBRANE WASHER AT 12"O.C,USE SLOTTED OR CONTRACTOR OPTION kL to�tiv OVERSIZED HOLES CONTRACTOR SHALL VERIFY STAINLESS STEEL CLAMP ALL DIMENSIONS m CONDITIONS i BONDING ADHESIVE 4 �"3 ���tH�� 1 5.. SHOWN OR IMPLIED D55 UNSUPPORTED SINGLE wi t � CONTINUOUS CLEAT FASTENED 12"O.G. PLY MEMBRANE REVISION DATE i I FASTENERS/SEAM PLATES(AT 12"O.G.) j SEALANT w i SINGLE PLY MEMBRANE HOT-AIR WELD - 1 I , ' 5/6"DENS DECK BONDING ADHESIVE HOT AIR WELD COMPLETE WIDTH OF FLANGE n 1 Id'RIGID INSULATION(ALT#U s) * BONDING ADHESIVE ( SINGLE PLY MEMBRANE t SINGLE PLY MEMBRANE i g " PLATE I FASTENER INTO DECK 1 IN. MIN L 5/S"DENS DECK HOT-AIR WELD I"M , SINGLE PLY MEMBRANE MKm (11 IN e111i rei+b i� o11 we I�f iii a m,i 50 DENS DECK 9� 14 iif ii Hbmw�m `pn m r ..' L. 4F'�, .1 §�"H`,.. i' Ili i 1�111f� i�i1, I IR"RIGID INSULATION(ALi#p �i1 �fiiu",e„�In11 tl1P tli�i)1 1 Phi a di IH'u 1 a i ° _ Lei ill A „pgi.m E.H lu,!.4- 9 if 0 CUT EDGE SEALANT " mi�jltl;p "t G ti f!aa n HOT-AIR WELD 11/2"RIGID INSULATION DRAW J.SCOFFIELD N (ALT#U BY; EXISTING RIGID INSULATION,DECK 8 DECK TO REMAIN BY: F.G.ANDERWN EXISTING MTL ROOF PANEL EXISTING INSULATION CHECKED EXISTING I INSULATION TO REMAIN I ANGLE IRON TO REMAIN EXISTING VENT PIPE roe NUMBER: 104 PROJE DETAIL a METAL 5 VENT PIimE DETAIL DATE: Am 2011 SHEET OF SCALE:3"= I'-0" A1mm A1� SCALE:3"= I'-0" amm a� CONTRACTOR OPTION '. A. A��1 3 r V LOCATED IN -- LOT 4, BLOCK 1, V) EXCEPT THE WEST 6.23' OF LOT 4, BLOCK 1, U W 3 AMENDED CONCEPT 91 PHASE II SUBDIVISION Z Z STATE FARM INS. "� RIM -33.02 IN Q COMFORT INN N.INV.=29.71 J S.INV.-29.73 SE SECTION 33, d INSTALL STANDARD CURS AND O REMOVE ASPHALT(SHADED MU) GUTTER PER CITY OF T.F.STD. \ DWG.N°_ _3 EXIST.STORM DRAW TOWNSHIP 9 SOUTH, RANGE 17 EAST, MANHOLE- INSTAL CATCH BASIN RIM ELn34604PROP.)) AS PER Cltt OF i.F. EXIST.STORM GRAIN BEGIN RETAINING WALL .EL-28.BS/PROP) �'MG.NO C-1 �l MANHOLE ( ) ry� V) . Fl-291O „.t0 J•?9,C 9 kN EL Z660(EXIST.) BOISE MERIDIAN W ty T N 89'1520"E 767.18' 33.00TCG S26su Z66" ^ TWIN FALLS COUNTY, IDAHO 0 G 139.3 ti ^o,,c ryy^c �1 364.5%- s g� w `J^ 1993 O C BASMI 8 Sp p^ \I (� TOP CBI 33 I 7.1 I�F N 7"{1 E. INV lJ� N. INV. 27.9 W ,�2�9 0 o I �o ties N � D ROLL ASPHALT _. i0 K1 3634�_ I �1P NJSTAL CATCH .CIO In ^U STARS h _S PER CITY OF 11 I� Vr �n TOP-MG i 363 STD,DWG.N0.C-1 rfsD TOP EL.-N40 G C G C C 'S6_ ,;XO� yOP�O F 3636 00 t 33.9 INV EL"29.a0 row '^ ...I .Hg SCUPPER LL 0 46 37.70TCC �G WATER METER&Y SERVICE LINE W E I.I �^NV I -�EXIST.IRR.BOX LL' Il " 5 3 • 8S Y1�P 3�p 5�G \\\ TOP AG CATCH BASIN 4V �\ EL.W s4 tNY.EL.=3080 +�^' PARKING BLOCKS(TYPICAL ALONG SIDEWALK) I LLJ CONST,CURB,GUTTER,&SIDEWALK AS PER 3637 CITY OF TWIN FALLS STD.DWGS.&SPECS. I SCALE 224' 60' 20' 1 VARIES L1 _ 30s -- o 4 tico „ VARIES p tc O n a ^:_. y" °' STATE OF IDAHO " WILSON/BATES o LOT 4 G _ c _ RIGHT-OF-WAY C U R V E D A T A o F.F.E. = 40.00 w 2.52 ACRES CURVE DELTA 1 Oaa9•zo" 12o5.9z 1ot.a9 101.a6 5o.7e s 1r53aTw I w LOT 3 ^• I RADIUS ARC CHORD TANGENT LC.B a . � �0 96 ACRE LUMBER � I' R (PROPOSED PARK) T 2 1.6D ACRES o RETAIL BUILDING g F.F.E. = 38.67 I' KOPOSED BUILDING PROJECT BENCH MARK:TWIN FALLS CITY BENCH MARK #4092-3002 W (FOUNDATION EXISTING) I ILA, F.F.E. = 38.00 ��c �p_ I P NW BOLT ON FIRE HYDRANT AT SE CORNER OF BLUE LAKES BLVD. AND POLE LINE ROAD ELEVATION = 3645.166 (U.S.C.G.S. DATUM) c RELOU HYDRANT BoI I O� L E G E N D '� U 8 a IL SUBDIVISION BOUNDARY LINE w :� �I �"°c ^�r 8� 0" ,O• / PROPERTY LINE ------. a w a I y^2 NDSCAPE & <6' Q aa ITY EASEMENT / EASEMENT LINE - - - a'-stS I 0 RELOCATE C-7 12 W T TELE. RISE / " WATER MAIN -tY w- r� o 6 '38.00TCC 37.40TCC '0 - I ^ . ae`.°D-Tcc _ I `I✓ •J 1) �Q// 18" STORM SEWER -DICAP RANI wC SBo°Tcc 372 o -te' ss 0-4 ixSLOPE t 379 c 21 SEWER MAIN INSTALL NANOICAP SIGNS IN - 37.50TAcl ACCORDANCE./ADA STOS. 3 ,,ot J7.90FL � � NURSERY P O I � J �' 3 yo yo 5 v EXIST. STORM DRAIN SYSTEM 139.33' ie.ao 3B.00T¢c• 36mTCC 353.45' 1R.00TCC .Sonic - / ROOF DRAIN SYSTEM - N 8915'20"E 754.68' 7.44TLC _ 7 eT • • cc - • I PROPOSED WATER SERVICE goP' goy 03 a �1P I ��P tip A-s�-s > +: a- 3�4• PROPOSED SEWER SERVICE Z, atur our tttP) cDNST.WEEP HOLE IN ACCESS_&UTILITY 30' EXISTING FIRE HYDRANT Y C RAISED ISLAND W/LANDSCAPE(IW.) NURSERY WALL EASEMENT �. / / PROPOSED FIRE HYDRANT y w C.Basin 12 ? 6wtK 37 •°^^ I ^,yP• / TOP OF RETAINING WALL GRADE •}e ooT+t / I,P-3ao TOFB 3S7S'3 .5e� 36.eou P ooP p I ^ / TOP OF CURB GRADE •3B ooTc 2.4 qrs 10''31 5 "T ,H^ 16 I CFS RESTRICT I$„ CEso \r r Jo / TOP OF ASPHALT GRADE •j6 ooiA wNnRs TOP OF ASPHALT GRADE �26 JAN,'94 TCM BASIN 14 BUILDING CODE SURVEY .3H°°"` GRADING bySLA 27 J TCM 4 TCM TOR 36.0\ c.BASIN 1s \ �, 'INV 32.3 EDGE OF ASPHALT GRADE (EXISTING) ,38 cooll WALL HET. by SLA WALL I CFS RES`RI I C 10 fEB.,'94 SLA 9�N'.1 yc FS, i.RESTRIC ,Ro ,g„ •^, �.n`_ �g -12- PVC�g^� DRAINAGE BY SLA 2.7 CFS 30' 6' 21'-IY' 16'-4"2l'- 0" 60' 60' 60 60' .6fl` �6' 30' RIES A� / n 10 FEB,'94 TCM °" m" GRADING by GLM \ - s• 0 17 FEB.,'94 TCM LOT 1 \ / :Den, ro9 STRIPE ISLANDS PROJ f 3.68 ACRES \ a a� .I / I xx rm ECT T = R t"E R SETBACK LINE CM \ ucYn..x.r. m �_� �- 0A KPR.�'94 TCM •^a° �• 'o� euim'W°se wE° ro Pae une Rooa _ PR,'94 TCM EXISTING EDGE OF ASPHALT y6P� �!RB ISLANDS o` APR. O RIM =39.48 g CITY REQUESTSM N.INV.=30.03 4 d m _ 14 APR,'94 U a''y` \ I S.INV.=30.06 Fals Avenue 5 • tiP / 1'�P �`PO \36 °lP / p V I / - 3 Filer Avenue tD _ own P E D AtlOison Avenue ET' RP u7 ryT �! h°�P Not to Scale e" �94 V4'P' .1. T MCBRIDE O0ytP . o20"W 25.44' C4JKlmoel Rona 4 JAN.,'94 363g C. BASIN i6 PR 13 1994 4 3 PRINTED =30' c. Basin ,1 364j / 3641 A .593SP, ' nw 2.4 = a,.5 - TDRAID., VICINITY SKETCH Inv- 37.5 INV. 34,6 2.4 CF5 1 CFS RESTRICT A I I LICENSED CM IEC REFERENCE NOTF5 ARAR 1535 C OTYP.C.M.U.WALL ASSEMBLY-SEE WALL SECTIONS SHEET 4/A63 FOR ADDITIONAL INFORMATION. ooN"ON'1= Y Y Y T y STATE OF mAHO 47'-0" 44'-0" 243'-0" 43'-0" 60' p � _ 2 TRASH COMPACTOR IN.LCJ U 47'-0',' j, 18'-0" 2 19'-B" 1'-0" 14'-0" 1-0 3 CONCRETE PAD BY G.C. 4 -------�-- --- ___ - 1-- - -- . 4 12 2'-4 34 4 6"DIA.PIPE.BOLLARD SEE DETAIL VA6.1 \/ 5'-4' FIRE SPRINKLER a 4 o- S I RISER b4 II 5 GAS METER LOCATION PER MECHANICAL DRAWINGS. ---� --f - ------ -- -- -- h—( a ) 6 CATCH BASIN SEE MECHANICAL m p aO I 3 4 33 16 ® 36 3 8 35 ;o ® • ® 14 i____ l FIRE DEPARTMENT KEY BOX a 60"AFF rn o N v v 1 rm 24 i STOCK M N 8 PROVIDE SOLID MTL.STUD BLOCKING(ON EDGE)a EL I01'-011, a d 1 j vcr suum Oi / ® j 02 ® 32 109'-0"4111'-0"AFF.SEE SHEET A4.1 0 o o PONT -— U 9 CONCRETE RETAINING WALL SEE STRUCTURAL DRAWINGS. N -—- - -- - -- --- --� = -- --- - -—-—-—- -- —-—-—-— — ------- 10 STEEL COLUMN TYPICAL,SEE STRUCTURAL DRAWINGS. 6 �;> - - 8 4 ` ® o -— LUMBER 11 (2)FIRE SPRINKLER RISERS W/GUARDRAIL AROUND.SEE DETAIL 4/A6.1 g $ bi 1 12 (2)FIRE DEPARTMENT CONNECTIONS. g .? 3'-10" -- 3l ___._ N 13 ROOF EDGE ABOVE CARPET 14 6"VIA.PIPE BOLLARD 1'-0"OFF FENCE,TYPICAL,COORDINATE '� I $LOPE CONC.SLAB j )�'� WITH GATE MANUFACTURER 7„ 20'-0"x 80'-0"PAINTED STRIPE LOADING AREA.(N.I.C.SEE CML) U _ Ro ^ - K Y 2 28'_4.3/16" L"k1 r p I6 METAL FENCE W/STEEL COLUMN,TYP.SEE ELEVATIONS Lu Zy� CONCRETE SIDEWALK WITH CONTROL JOINTS SPACED AT A DISTANCE 1- 1— EQUAL TO THE WIDTH OF THE SIDEWALK AND EXPANSION JOINTS APPROX.30'-0"UNLESS NOTED OTHERWISE.SEE DETAIL 2/A2.1 Z _/1 f 18 EXIT LIGHT "1 u M 1 --- 19 NOT USED. 39 _ _ Q �a 20 NOT USED. C\ I 8 BROOM RNB11 2 a M 21 NOT USED. 16 I N 22 NOT USED. 8 i" 24'-3.11 i6" 11" 'I -- - -- ----- -- --- 23 CEILING BREAKLINE (ABOVE) i 24 PgINT STRIPE d T08 RAKE FOR ROUGH TEXTURE ON CONC. ¢—- O NIT. ,SEE CINL DRAWINGSgk 25 $LOPE DOWN e$AME RATEE AS PARKING LOT(V12) 45 N.LC.,SEE CIVIL DRAWINGS CARPET I I \/ 26 8"CONCRETE SLAB W/HIGHWAY GROOVE FINISH mT GENERAL SALES CONTROL JOINTS 9 10'-0"EACH WAY q0 - - -`` 32 2-1 HANDICAP PARKING SYMBOL AND STRIPPING,TYP EA STALL N.I.C.,SEE CIVIL DRAWINGS 2B FURR ROOF DRAIN LINE INTO WALL CONSTRUCTION Lli 29 NOT USED. z 0 , 40 I + O PROVIDE EPDXY SEALANT AT TRANSITION OF VCT TO EXPOSED L�J J CONCRETE.TYPICAL AS OCCURS BY STONEHARD,INC.OR APPROVED U m19 o EQUAL LiJ (� -------- -- '-------- -- ------ --- - --------1-------- - - -- __--- ----- k---� LLJ 14 31 CURB AND GUTTER(NIC).SEE CIVIL DRAWINGS Y -_ I I I ri 43 b 32 32 DRAIN HOLE O -3 Z - - LLJ 3 1 3 4"WIDE YELLOW DRIVE STRIPE F— 4 I o J 4.1 APRON-6"THICK ASPHALT ON 8"ROAD BASE 100%COMPACTED z cn J 2 JANITOR SINK W/WATER HEATER ABOVE SEE MECHANICAL DRAWINGS � 8 ( 4 b _ 8 ® I PROPANE TANK(N.I.C.) ----- 1 --- ------ - ------- N — --- — —__- _ - -- ---------- --- --- UP -- - F a.2 ^ l CONCRETE STAIRS W/RAILING N`" 1 j VIDEO 19 I8 35 23 --- - I 1 - --+-- — ------------ AIR COMIZ P a i f -j---- I cARPEr Lu `-voTIBUt•E" N P� j A4.2 I NURSERY o N 8 k 16'SKYLIGHT(ABOVE)SEE ROOF PLAN 3 ^ n w � , 11 V FLORIST COMM.I UP~ WOMEN MEN FRAME i SEMINAR /,\ j 103 40 LIGHT CLOUD � �Lj - , 21 -{ ✓/ri $LOPE �: - -- --------'--- -------- I O 14 2 2 4'-0 15'-4" 4 p 1 2 OJ 24 A A .2 11 24'-0" 61- ' N - a MAIN 'FLOOR PLAN V16"=I'-0" A2 .1 O 3 4O 5� REFERENCE NOTES LICENSED 47'-G^ ` 44'-0" 43'-0" OI TYP.G.M.U.WALL A55EM13LY-SEE WALL SECTIONS SHEET ARCHITECT 38 4/A63 FOR ADDITIONAL INFORMATION. AR-1535 124" TYP. 2 FRAME INTERIOR_ _ � WALL:W/3518 METAL STUDS®166"O.C. ---- L- - -- - m""- -_ t-t I I _ ---- 1—_ -2j -4— 3 FRAME EXTERIOR WALL:W/3`'' Yo g METAL STUDS s "O.C. Dori eexwAu I _ _ •`• - L I I ,,' I _, L i � L54'-10' I ; L. �. E L -----i 1 L ". n STATE Of DANO 2 — --kk L-�: STAIR 02 4 FRAME WALL W/6 METAL STUDS 6 Ib O.C. g,_° i _ s -: I 2 2,_°. n,_6,. 116 5 PROVIDE SOUND INSULATION BETWEEN STUDS e' TOILET I � ALIGN - s, b,. f ' .. ! 4.5 I-9 l �n ^ ALIGN - o•• VEST. I_ 6 MECHANICAL SHAFT —- za'_o" - -— i g -T- 12 r e''o" ' 1r-z" 13'-8" - 0' s'-2^ 1.4 UP M l CORROGATTED METAL 4-u" 14'-9^ l _ I 4 45 44 8 DIAPER DECK o I 2 14 4.4 VIDEO 3 ILEA_ q 2 m p 114 — _ _ -—- -— _ ?:. _—_— - - - F� 9 CATCH BA51N SEE MECHANICAL " o 1_o„ 4 �® 1_y -g II 5 Nw1 2 1,a„ W 1,-g„ 4 A N 3-9" Op q © Y! --1 WALL I GLR 10 WATER HEATER SEE MECHANICAL 44 e w D 33 n,_1„ r_y„ o - 8 29 cti "a I i 11 DRINKING FOUNTAIN PER MECHANICAL 7" VESTIBULE�% TELLER �'. o SEMINAR 2 FLORIST r COMM. 36 ID 4 112 FRAME SHOP ?YP• p4 12 LADDER TO ROOF 4 HATCH ABOVE SEE DETAIL 4.4 ® 30 MEN Ip O 3 32 (3 LADDER. § 109 IDS BA 16A UP M I08 101 TTP. 0"_ g ;.. 14 CORNER GUARDS TO 4 BOTH CORNERS $ 3l Il t S0, 35 m 15 SEE TOILET ROOM ELEVATIONS FOR MOUNTING HEIGHTS AND LOCATIONS OF TOIL ACCESSORIES SHT A8 1 4,_°„ _0" 24,_0" 2,_°. 4,_0" 1a'_0" 5,. f0,_g„ 7" 10,_g„ p 1g�_i�, 5, 1�'_g 5" g,-7" 15'-4" M.U. u.o. 16 (3)PLASTIC LAMINATE;22"DEEP;ADJUSTABLE SHELVES 134'-0° Tl FIRE DEPARTMENT KEY BOk.LOCATION AT 60"AFF 2 15 FRAME WALL:3ko'MTL 5TUD5 s 24"O.C.W/PLYWOOD BOTH SIDES. U 4.4 N 19 CHAIN W/SPRING HOOK s EXTERIOR WALL SIDE.OFFICE (MAIN FLOORS �- I /MAN F.20 ,DOCK LEVELER CONC.OPENING b'x 8'NOM.COORD.W U I VB::,1.-0:. A2.2 R MEZZANINE A S PLAN 4 . 2 ELECTRICAL EZZA E ABOVE SEE LA Y 2 3 4 S 22 .COMPACTOR N.I.C. U 4 4r-a•' aa'-o'• u•-o" 23 GAS METER PER MECH.DU1GS Q '— 2 STAIR$2 24 MICROWAVE ALIGN B. I 43 I l - ALIGN ---- --°'------ ---------'------- —-— -—-—-—'-- -—- F 25 REFRIGERATOR 9'-0" 29'-3" 5" 11'-8" 5"- 2--l' l 1 a 26 METAL CANOPY ABOVE.SEE DETAIL 8/A6.1 - ..-- 1 qg C 4 22 cLR 7,_g' 7'_9" o q 1 2l 6"pIA.PIPE BOLLARD. SEE DETAIL VA6.1 " —-—-— \/ ` ��� — - - F1 28 12"STAND OFF DOCK BUMPERS M LOUNGE OA I MANAGEROO 33 A b �� 29 'ARROWS SEE FINISH SCHEDULE p Ti 4 SUSPENDED METAL 25 201 Do- 39 _ _ 203 2 SIM. �y - m ,• .w.m° CEILING OVER VEST. �OCKE� i : yti 40 (COMPUTER': 30 TRENCH DRAIN PER MECHANICAL DRAWINGS a 1: / 4 202 i i 24s-u" 41 ® P. �4 m ® TECHNICAL - e 31 LOCKERS ME; oPEN 31 a = a ® ® 5" g cLa 2 EXIT LIGHT SEE ELECTRICAL W " 3 ze6 b - HAL 200 � .5 r � � ® TYP. 33 WORK COUNTER PER DETAIL 12/AB.f Z 32 4'1 STAIR•I 44 34 3'-0"X 5'-0"MIRROR 1'-0"AFF W/SIGN ABOVE U m o 2 - �+ ��`` } ® N 1 4.4 35 SAFE W/STL ANGLE-BEHIND ILLJ iJ N OFFICE (5 ECO N D FLOOR) 2 �' W/Vol' RACKETS WITH 8 K A'DJU5TABLE 3TANDARD5 C) <c J � oQ � V8"=1'-0" A2.2 31 3 COMPARTMENT SINK = J Z 38 SECURITY TROUGH ABOVE f— LAJ 2 3 4 4 Z m 47'-0" 44'-0" 39 REMOVABLE FLOOR Qf 21 8 °. IJJ 21 15,_0„ 5,_g„ _g,. 19'_0" P -o° to'o" 40 FURTURE LIFT Z. 43 o I o 41 FUTURE LIFT WALLS;3`'$"METAL STUDS 46 D 4 I s 16"O C. e ----I ------ ----------- ----- - - A -- - - I—( e 1 42 FABRIC AWNING 3'-o"xn'_4"tlll 28 a 43 CONCRETE RETAINING WALL SEE STRUCTURAL ---- — - -_---:_: 26 h I I ELEC. MEZZ. 44 PLASTIC LAMINATE WAINSCOTT 4'-0"AFF THESE WALLS ��i I 28 i 't a 20l 45 STAINLESS STEEL FULL WRAP CORNER GUARDS THIS OPENING ONLY;MATCH HEIGHT OF WAINSCOT -� ISTOGK ROOM 46 DOCK SEAL Z� I DOCK AREA I i - -' 102 i 41 PROPANE TANK N.LC. Q 02 i 22 ` I 13 12 48 CHAIR RAIL THIS WALL ONLY o a ALIGN - i z � i 3 � W L.� NOTE: --- -—-—-—-—-—- -------- -—-—-—-—- Y ----------- ------- B -- -- -- --- DIMENSIONS ARE TO N FACE OF GYP BOARD N N s eet w. DOCK AREA 3 ELECTRICAL MEZZANINE 4 A2.2