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Applied Restoration ~ CP15003 Citi-of Tigard CONTRACT CHANGE ORDER / 13125 SIX'Hall Blvd. s AMENDMENT #26 SUMMARY FORM Tigard, Oregon 97223 Phone- (503) 639-4171 ' Fax- (503) 684-7297 www.ti and-or. ov Project Title: City Hall,Police,Permit Center Exterior Project Manager: Kim McMillan Restoration PHASE 2 Contractor: Applied Restoration, Inc. —Contract#:CP15003 Effective Dates: 8/5/14 Chane Order/Amendment Amount: $11,603 Accounting Strin :400-8000-56005-91013-130 Amendment Percentage Running Total: 3% AMENDMENT DETAILS Provide labor for trenching and relocation of pathway lights Additional concrete footing for new sign CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Beginning Total Through Amendment 25 591,520 Amendment 26 11,603 P2-18 trencEng and relocation of pathway lights 2,855 P2 20 iftstaH new 1 00ft sing4e ph-se 4 2, 2- 2,499 Additional concrete footing 8,748 PHASE 2 TOTAL 603,123 REASONING FOR CHANGE ORDER/AMENDMENT Trenching to relocate pathway lights rahler . Add concrete footing for the new sign including 2 sets of Address numbers and engineering for new sign. REQUESTING PROJECT MANAGER APPROVING CITY STAFF Signature Signature –t '3/ 0O Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules,regulations,and laws that may be in effect for the work. The unit pricing in the original contract shall apply- to all Signature additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed the project's FY budget. Date • 1 130 Industry Drive 3562 Grove Street now Tukwila, WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 applied restoration inc' OR#164713 WA#APPLIR1950PD CA#759308 Contract Change Order Project# 014047 City Hall, Police and Permit Center Re-Skin/Phase 2 City Of Tigard, Oregon 13125 SW Hall Blvd 13125 SW Hall Blvd Tigard OR 97223 Tigard OR 97223 Change Order Number: 24 Original Contract Amount: $985,825.00 Date: April 13, 2016 REV 5/26/16 Previous C/O's: $109,864.00 Contract Number: CP1503 Total: $1,152,203.00 Contract Date: 8-5-2014 This Change Order Amount: $11,603.00 Revised Contract Amount: $1,163,806.00 This Contract is hereby amended as follows: Provide all labor, materials, equipment and supervision as required to complete the following additional items: • Provide labor for trenching and relocation of pathway lights (Frahler) $2,855.00 • Additional concrete footing for new sign, manufacture and install two (2) sets of address numbers, Engineering for new sign(Meyer) $8,748.00 TOTAL ADD PER THIS CHANGE ORDER #24 $11,603 City Of Tigard, Oregon OWNER EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration • 1130 Industry Drive 3562 Grove Street rimm Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax: 619.433.4706 applied restoration inc Fax: WA#APPLIR1950PD CA#759308 City Of Tigard, Oregon OWNER 13125 SW Hall Blvd, Tigard OR 97223 Address AV Signature: Date: 5r' 3/• of 6 Applied Restoration.1n c. CONTRACTOR 1130 Industry Drive, Tukwila WA 98188 Address c By: _ TN a Signature: Date: —2- 2-6 �¢...� LRS Architects_ ARCHITECT 720 NW Davis Street,, Portland OR 97209 Address By: Signature: Date: EIFS Restoration-Waterproofing*Caulking-Coatings-Structural Restoration City of Tigard 44 CONTRACT CHANGE ORDER 13125 SW Hall Blvd. AMENDMENT #25 SUMMARY FORM Tigard,Oregon 97223 Phone- (503) 639-4171 Fax- (503) 684-7297 y,-\v\ .ti and-or. ov Project Title: City Hall,Police,Permit Center Exterior Project Manager: Kim McMillan Restoration PHASE 2 Contractor: Applied Restoration, Inc. Ori ' al Contract#:CP15003 Effective Dates: 8/5/14 1 Change Order/Amendment Amount: $2,480 Accounting Strin :400-8000-56005-91013-130 I Amendment Percentage Running Total: 5% AMENDMENT DETAILS Frahler to install new 100a single phase 12/208 service adjacent to existingtransformer. New service to feed LED monument sign- CHANGE i .CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Beginning Total Through Amendment 24 589,040 Amendment 25 2,480 PHASE 2 TOTAL 591,520 REASONING FOR CHANGE,ORDER/AMENDMENT Equipment re uired to power the sign at the entrance to City Hall. QUESTING PROJECT MANAGER APPROVIN6CITY STAFF L Signature ,ignarure U• Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules,regulations,and laws that may be in effect for the Signature work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember— the cumulative total of Amendments cannot exceed theproject's FY budget. Date Applied Restoration CHANGE ORDER REQUEST arimm ATTN: Kim McMillan E-mail: KIM@tigard-or.gov cipplied resf(-)rotic>n ini-:. Project: Tigard City Hall Owner: City of Tigard ARI COR# 132-20 GC Job.#: 014047 Prepared by: Marci Taylor Reference#'s: Date: 2//2016 Description: Frahler to install new 100a single phase 12/208 service adjacent to existing transformer. New service to feed LED monument sign. Includes 4x6 treated post and service equipment. Actual wiring from meter to sign was included previously. Excludes excavation. Includes electrical permit. DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Set Up 0 $65/HR $ - Flashing Installation 0 $65/HR $ - Mesh and Basecoat 0 $65/HR $ - Apply Finish 0 $65/HR $ - Foam 0 $65/HR $ - Caulking 0 $65/HR $ - Sealants 0 $65/HR $ - Demolition 0 $65/HR $ - Stocking&Cleanup 0 $65/HR $ - Trucking(includes Driver&Truck) 0 $85.00/HR $ - Coordination/Layout 0.25 $68/HR $ 17.00 Project Management 1 $75.00/HR $ 75.00 Overtime Rate(Premium Only) 0 $25.00/HR $ - Double Time(Premium Only) 0 $48.00/HR $ - Safety Meetings 0.33 $65/HR $ 31.35 1.25 TOTAL LABOR COST $ 123.35 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0.15 $149.50 $ 22.43 TOTAL EQUIPMENT RENT $ 22.43 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.25 $149.50 $ 37.38 TOTAL MATERIALS $ 37.38 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote Frahler to install new 100a single phase 120/208 service adjacent to existing transformer. New service to feed LED monument sign. Includes 4x6 treated post and service $1,932.00 equipment. Actual wiring from meter to sign was included previously. Excludes excavation. Includes electrical permit. Thank you for your attention to this change. SUBTOTAL $2,115.15 Please call with any questions. OVERHEAD @10% $ 211.52 Sincerely, Profit @ 5% $ 116.33 BOND EXPENSE @.015 $ 36.64 TOTAL CHANGE VALUE $2,479.64 TOTAL CHANGE ORDER REQUEST $ 2,480.00 Marci Taylor Project Manager SCHEDULE IMPACT IN MAN DAYS 4 Cit} of Tigard CONTRACT CHANGE ORDER J 13125 SW Mall Blvd. Tigard,Oregon 97223 • AMENDMENT #24 SUMMARY FORM Phone - (503) 639-1171 Fax- (503) 684-7297 Project Title: City Hall,Police, Permit Center Exterior Project Manager: Kim McMillan Restoration PHASE 2 Contractor: Applied Restoration, Inc. Original Contract #:CP15003 Effective Dates: 8/5/14 1 Chane Order/Amendment Amount: $0 Accounting Strin :400-8000-56005-91013-130 I Amendment Percentage Running Total: AMENDMENT DETAILS Chane from 20mm RGB electronic display to 16mm RGB electronic display-no price difference CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Beginning Total Through Amendment 23 589,040 Amendment 24 0 PHASE 2 TOTAL 589,040 REASONING FOR CHANGE ORDER/AMENDMENT REQUESTING PROJECT MANAGER APPROV G CITY STAFF � I i Signature _ Signature 2 ( o- Ex, - a -— -- -- Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules,regulations,and laws that may be in effect for the Signature work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember —the cumulative total of Amendments cannot exceed theproject's FY budget. Date • 1130 Industry Drive 3562 Grove Street �� .� Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel: 619.433.4701 Fax:253-981-4518 Fax: 619.433.4706 apn!ieci restarofion inc,. OR#164713 WA#APPLIR1950PD CA#759308 SUBCONTRACT CHANGE ORDER NUMBER: 001 Date: 2/1/2015 To: Meyer Sign Co of Oregon Project: Tigard City Hall 15205 SW Vh Avenue 014047-002 Tigard,OR 97224 SUBCONTRACT FOR: • Change from(1)20 mm RGB electronic display to(1)16mm RGB electronic display with No Price Difference SUBCONTRACT DATE: 11/11/2015 Your Subcontract is modified as shown herein.Except as specifically noted herein,the terms and conditions of the original Subcontract remain the same and in full force and effect.This Change Order includes complete and final compensation for all direct and indirect costs and schedule impacts arising from the changes ordered herein: Scope Includes: • 1) Change from(1)20 mm RGB electronic display to(1) 16mm RGB electronic display with No Price Difference Total: $ 18,334.00 AppliedRes*' Inc. Date Meyer Sign Cc Date City of Tigard Date Representative EIFS Restoration-Waterproof Ing•Caulking-Coatings-Structural Restoration City of Tigard CONTRACT CHANGE ORDER / 13125 SW Hall Blvd. AMENDMENT #23 SUMMARY FORM Tigard,Oregon 97223 Phone -(503)639-4171 Fax-(503)684-7297 til;ard-or.gov Project Title: City Hall,Police,Permit Center Exterior Project Manager: Kim McMillan Restoration PHASE 2 Contractor:A2plied Restoration,Inc. Original Contract#:CP15003 Effective Dates: 8/5/14 Chane Order/Amendment Amount: $56,514 Accounting Strin :400-8000-56005-91013-130 Amendment Percenta e Running Total: 12% AMENDMENT DETAILS Removal of current sign,excavation for new sign,run electrical cables, pout concrete pad,build sign pedestal, Install 20 MM Red Monochrome electrical mesa a center Amount does not include sign ermit or electrical pernuit CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Beginning Total Through Amendment 22 532,526 Amendment 23 56,514' PHASE 2 TOTAL 589,040 REASONING FOR CHANGE ORDER/AMENDMENT Add a reader board sign at the entrance to Cit; Hall RfiQUESTING PROJECT MANAGER APP G CITY STAFF ` Signature Signature Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all' All Lk 2aZ(&,- applicable rules, regulations, and laws that may be in effect for Si n tare the work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to _ be forwarded to the Purchasing Office to ensure all changes to _ O the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed theproject's FY budget. Date 0 M 1130 Industry Drive 3562 Grove Street �� -� Tukwila,WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel: 619.433.4701 Fax:253-981-4518 Fax: 619.433.4706 af�f�licu restoration in OR#164713 WA#APPLIR1950PD CA#759308 Contract Change Order Project# 014047 City Hall, Police and Permit Center Re-Skin/Phase 2 City Of Tigard, Oregon 13125 SW Hall Blvd 13125 SW Hall Blvd Tigard OR 97223 Tigard OR 97223 Change Order Number: 23 Original Contract Amount: $985,825.00 Date: November 11, 2015 Previous C/O's: $109,864.00 Contract Number: CP1503 Total: $1,095,689 Contract Date: 8-5-2014 This Change Order Amount: $56,514.00 Revised Contract Amount: $1,152,203.00 This Contract is hereby amended as follows: Provide all labor, materials, equipment and supervision as required to complete the following additional items: 1) Removal of current sign, excavation for new sign, run electrical cables, pour concrete pad, build sign pedestal, install 20 MM Red Monochrome electrical message center- sign permit, electrical permit, engineering & acquisitions at additional cost TOTAL ADD PER THIS CHANGE ORDER#23 $56,514.00 EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration - 1130 Industry Drive 3562 Grove Street �� Tukwila,WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax: 619.433.4706 applied restoration inc OR#164713 WA#APPLIR1950PD CA#759308 City,O'FTigard, Oregon OWNER 13125 SW Hall Blvd, Tigard, OR 97223 Addresses BY.. Signature:- Date: ignature:_Date: �_(" �' 2-C-11 S lied_Restoratio_n, Inc. CONTRACTOR 1130 IndustrvDrive, Tukwila WA 98188 Address Signature _ Date: LRS Architects ARCHITECT 720 NW Davis Street, Portland OR 97209 Address By: — — Signature: 70-0 Date: A`�too EIFS Restoration-Waterproofing-Caulking•Coatings-Structural Restoration Applied Restoration CHANGE ORDER REQUEST ATTN: Kim McMillan E-mall: IKIM4"Wrd-of.gov applic,d restoration iric_�. Project: Tigard Gty Hall Owner. CRY of Tigard ARI COR 0 P245A GO Job.P 014047 Prepared by: Moral Taylor Referencefs: Date: 1110416 Description: Removal of current sign,excavation for new sign,run electrical cables,pour concrete pad,build sign pedaslsl,Install 200AM red monochron a electronic message center Sign permit.eiectrid parmk enpMrsei b 8 acgrhpions st additional cost DIRECT COST 1.LABOR MAH HRS. RATE TOTAL Setup 0 $661HR $ Brick 80 $651HR $ 5,200.00 Waterproofing 8 $651HR $ 520.00 Caulking/Sealant 8 $651HR $ 520.00 Foam 0 g 651HR $ Demolition of existing sign 32 $661HR $ 2,080.00 Stocking&Cleanup 0 $651HR $ Trucking(includes Driver&Truck) 2 $85.00/HR $ 170.00 Coordination-Supervision 40 $68/HR $ 2,720.00 Project Management 12 $75.00/HR $ 900.00 Overtime Rate(Premium Only) 0 $26,001HR $ Double Time(Premium Only) 0 $48.001HR $ - Safety Meetings 0.33 $651HR $ 31.35 182 TOTAL LABOR COST $ 12,141.35 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0.15 $149.50 $ 22.43 Small Tools 0 $149.50 $ - Dump Fees 2 $150.00 $ 300.00 Delivery Fees 2 $100.00 $ 200.00 JackhammerlDemoTools 1 $500.00 $ 500.00 TOTAL EQUIPMENT RENT $ 1,022.49 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.3 $149.50 $ 44.85 CMU Bond Beam 40 $3.40 $ 136.00 CMU Standard 40 $2.12 $ 84.80 Tremco 250 GC 1 $223.20 $ 223.20 Grout 10 $6.27 $ 62.70 Bricks 400 $0.84 $ 336.00 Grout Type S 15 $6.27 $ 94.05 Color/Tint 2 $17.84 $ 35.68 Rebar 9 $25.04 $ 225.36 Brick Ties 84 $0.09 $ 7.56 Capstone/Metal Cap 4 $228.75 $ 915.00 Brick Sealer 1 $148.95 $ 148.95 TOTAL MATERIALS $ 2.165.20 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote Frahler Electric $6,044.00 Meyer Sign Co $25,884.00 $82.676.00 Thank you for your attention to this change. SUBTOTAL $48,206.68 Please call with any questions. OVERHEAD Q 10% # 4,620.70 Sincerely. Profit 5% ; 2,651.36 BOND EXPENSE l.016 (; 836.19 TOTAL CHANGE VALUE $56,614.24 TOTAL CHANGE ORDER REQUEST $ 56,514.00 Marcl Taylor Project Manager SCHEDULE IMPACT IN MAN DAYS 16 City of Tigard CONTRACT CHANGE ORDER / 13125 SW Ilall Bled. AMENDMENT #22 SUMMARY FORM i'igard,Oregon 97223 Phone- (503) 639-4171 Fax- (503) 684-7297 -\vxv.ti and-or.gov Project Title: City Hall, Police,Permit Center Exterior Project Manager: Kim McMillan Restoration PHASE 2 Contractor:Applied Restoration, Inc. Original Contract#:CP15003 Effective Dates: 8/5/14 Chane Order/Amendment Amount: $19,567 _ Accounting Strin :400-8000-56005-91013-130 Amendment Percentage Running Total: 4% AMENDMENT DETAILS Remove garbage enclosure fencing. Furnish and install black coated and slatted chain link fence. Remove and Replace pathway lights;install 8 new EON pathway lights. Replace 6 landscape lights with LED lights that Match existing building exterior lights. Emergency egress battery backup on 4 pole lights CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Beginning Total Through Amendment 21 512,959 Amendment 22 19,567 Garbage enclosure fencing 4,039 Remove/replace padiway lights 8,287 Replace landscape lights 6,002 Emergency egress battery backup on pole lights 1,239 PHASE 2 TOTAL 532,526 REASONING FOR CHANGE ORDER/AMENDMENT REQUESTING PROJECT MANAGER APPRovM CITY STAFF Signature V signature 12,01 Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for Signature the work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed theproject's FY budget. Date • M 1 130 Industry Drive 3562 Grove Street Tukwila, WA 98188 Lemon Grove, CA 91945 arimm Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 applied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 Contract Change Order Project # 014047 City Hall, Police and Permit Center Re-Skin/Phase 2 City Of Tigard, Oregon 13125 SW Hall Blvd 13125 SW Hall Blvd Tigard OR 97223 Tigard OR 97223 Change Order Number: 22 Original Contract Amount: $985,825.00 Date: July 28, 2015 Previous C/0's: $82,503.00 Contract Number: CP1503 Total: $1,076,122.00 Contract Date: 8-5-2014 This Change Order Amount: $19,567.00 Revised Contract Amount: $1,095,689.00 This Contract is hereby amended as follows: Provide all labor, materials, equipment and supervision as required to complete the following additional items: 1) Remove garbage enclosure fencing. Furnish and install 4 Y2' tall all black coated and slatted chain link fence with 4' opening and 4' privacy wall $4,039.00 Schedule Impact in Man Days 4 2) Remove and replace pathway lights, install 8 new EON pathway lights $8,287.00 Schedule Impact in Man Days 3 3) Replace 6 landscape lights with Crosstour LED lights that match new building exterior lights. Replace 2 flagpole lights with LED equivalent (see cut sheet). Install conduit from nearest landscape light to future sign location during landscaping. $6,002.00 Schedule Impact in Man Days 4 4) Emergency egress battery back up on 4 pole lights. $1,239.00 Schedule Impact in Man Days 1 TOTAL ADD PER THIS CHANGE ORDER #22 $19,567.0 EIFS Restoration-Waterproofing•Caulking-Coatings-Structural Restoration 0 1 130 Industry Drive 3562 Grove Street Tukwila, WA 98188 Lemon Grove, CA 91945 arimm Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax:619.433.4706 applied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 City Of Tigard, Oregon OWNER 13125 SW Hall,Blvd Tigard, OR 97223 Address By -- MGt r�L�a L. GtJMe-) Signature� Date: D. 2 20[5' Applied Restoration, Inc. CONTRACTOR 1130 Industry Drive, Tukwila_ WA 9.818.8_ Address By Signature: Date: LRS Architects ARCHITECT 720 NW Davis Street. Portland OR 97209 Address 7 Signature: AVL►� p`�l Date: id EIFS Restoration*Waterproofing-Caulking-Coatings*Structural Restoration City ofTigard CONTRACT CHANGE ORDER / 13125 S\X_. Hall Blvd. 71223 - AMENDMENT #21 SUMMARY FORM "Tigard, Oregon 917 Phone-(503) 6391 ARI CO P2-5R AND P2-11 Fax- (503) 684-7297 tlgand-o r.,�r rri Project Title: City Hall, Police, Permit Center Exterior Project Manager: Kim McMillan Restoration PHASE 2 Contractor: Applied Restoration, Inc. Original Contract#:CP15003 Effective Dates: 8/5/14 Chane Order/Amendment Amount: $� q�j Accounting Strin :400-8000-56005-91013-130 Amendment Percentage Running Total: AMENDMENT DETAILS CO P2-5R repair joints between base of EIFS and top brick course CO P2-11 install 30' of window flashing per direction from Sound Exterior and repair EIFS to match existing. Repair improperly backed caulk joint per direction from Sound Exterior CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Beginning Phase 2 Encumberance 452,775 Less Chane Order from Phase 1 CO #6 11,385) Amendment 18 24,537 Amendment 19 22,575 Amendment 20 15,070 Amendment 21 9,387 CO P2-5R 6,555 CO P2-11 2,832 PHASE 2 TOTAL 512,959 REASONING FOR CHANGE ORDER/AMENDMENT -'Mese- r Lr lve-ire dir'e _ 'P souftd E?CfC'ei0r rh 0-rdev- Wf -l-b �.er— ar hj C r en S REQUESTING PROJECT MANAGER APPR{? G CITY STAFF Signature rignature Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for Signature the work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed theproject's FY budget. Date 0 M 1 130 Industry Drive 3562 Grove Street arimm Tukwila, WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 applied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 Contract Change Order Project# 014047 City Hall, Police and Permit Center Re-Skin/Phase 2 City Of Tigard, Oregon 13125 SW Hall Blvd 13125 SW Hall Blvd Tigard OR 97223 Tigard OR 97223 Change Order Number: 21 Original Contract Amount: $985,825.00 Date: August 25, 2015 Previous C/O's: $78,006.00 Contract Number: CP1503 Total: $1,066,735.00 Contract Date: 8-5-2014 This Change Order Amount: $9,387.00 Revised Contract Amount: $1,076,122.00 This Contract is hereby amended as follows: Provide all labor, materials, equipment and supervision as required to complete the following additional items: 1) 565 LF infilling and sealing old caulk joint between EIFS and Brick that was insufficiently built originally (mask area, foam and caulk infill, apply backstop, 2" mesh over backstop with basecoat, apply primer) $6,555.00 Schedule impact in man day 5 2) Install 30' of window flashing per direction from Sound Exteriors detail #2 and repair EIFS to match existing; Repair improperly backed caulk joint per Sound Exteriors direction $2,832.00 Schedule impact in man days 4 TOTAL ADD PER THIS CHANGE ORDER #21 $9,387.00 EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration . 1130 Industry Drive 3562 Grove Street now Tukwila, WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel: 619.433.4701 applied restoration inc. Fax: 18 43 3.4706 R#164713 WA#APPLIR1950PD CA#759308 City Of Tigard, Oregon OWNER 13125 SW Hall Blvd, Tigard{ OR 97223 Address By: Signature:_ Date: Allied Restoration lnc. CONTRACTOR 1130 Industry Drive, Tukwila WA 98188 Address By: Signature: Date: LRS Architects ARCHITECT 720 NW Davis Street Portland OR 97209 Address _ By. Paul Boundy Signature: Date: fat Ito or- EIFS Restoration•Waterproofing•Caulking•Coatings-Structural Restoration Applied Restoration . CHANGE ORDER REQUEST a r' - - E-mail: Kim McMillan E-mailKIM@6gardorgov applied rc storatiorn inc. Project: Tigard City Hall Owner: City of Tigard ARI COR# 132-5 R GC Job.#: 014047 Prepared by: Marci Taylor Reference#'s: Revised Date: 08119/15 Description: 565 LF infilling and sealing old caulk joint between EIFS and Brick that was insufficiently built originally(Mask Area,Foam and Caulk infill,Apply Backstop,2"mesh over Backstop with basecoat,Apply Primer) DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $651HR $ - Foam/Caulk Infill 12 $65/HR $ 780.00 Backstop 24 $65/HR $ 1,560.00 Mesh 16 $651HR $ 1,040.00 Primer 8 $65/HR $ 520.00 Finish 0 $65/HR $ - Masking 0 $651HR $ Demolition J $65/HR $ - Stocking&Cleanup 1 $65/HR $ 65.00 Trucking(includes Driver&Truck) 0 $85.00/HR $ - Coordination I Layout 2 $68/HR $ 136.00 Project Management 1 $75.00/HR $ 75.00 Overtime Rate(Premium Only) 0 $25.00/HR $ - Double Time(Premium Only) 0 $48.00/HR $ - Safety Meetings 3.05 $65/HR $ 289.75 64 TOTAL LABOR COST $ 4,465.75 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0.05 $149.50 $ 7.48 Small Tools 0.5 $149.50 $ 74.75 Scaffold Rent 0 $225.00 $ - Rental Lifts 0 $0.00 $ TOTAL EQUIPMENT RENT $ 82.23 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.03 $4,465.75 $ 133.97 EPS Foam 12 $2.40 $ 28.80 Dryvit Backstop NT 2 $132.09 $ 264.18 Primer 2 $58.29 $ 116.58 Standard Mesh 1 117.52 $ 117.52 Genesis 4 54.58 $ 218.32 Tremco Dymonic FC 8 13.75 $ 110.00 Weatherlastic Smooth Finish 0 124.06 $ - Red Tape 8 $6.75 $ 54.00 TOTAL MATERIALS $ 1,043.37 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote $0.00 Thank you for your attention to this change. SUBTOTAL $5,591.35 Please call with any questions. OVERHEAD @10% $ 559.13 Sincerely, Profit @ 5% $ 307.52 BOND EXPENSE @.015 $ 96.87 TOTAL CHANGE VALUE $6,554.88 TOTAL CHANGE ORDER REQUEST $ 6,555.00 Marci Taylor Project Manager SCHEDULE IMPACT IN MAN DAYS 5 Applied Restoration CHANGE ORDER REQUEST a r i - - ATTN: Kim McMillan E-mail: KIM@tigard-or.gov applied restoration inc. Project: Tigard City Hall Owner: City of Tigard ARI COR# P2-11 GC Job.#: 014047 Prepared by: Marci Taylor Reference#'s: Date: 08/19/15 Description: Install 30'of window flashing per direction from Sound Exteriors detail#2 and repair EIFS to match existing;Repair Improperly backed caulk joint per Sound Exteriors direction DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Set Up 0 $65/HR $ - Flashing Installation 3 $65/HR $ 195.00 Mesh and Basecoat 5 $65/HR $ 325.00 Apply Finish 3 $65IHR $ 195.00 Foam 3 $65/HR $ 195.00 Caulking 3 $65/HR $ 195.00 Sealants 0 $65/HR $ - Demolition $65/HR $ 130.00 Stocking&Cleanup 0.8 $65/HR $ 52.00 Trucking(includes Driver&Truck) 2 $85.00/HR $ 170.00 Coordination I Layout 2 $68/HR $ 136.00 Project Management 1 $75.00/HR $ 75.00 Overtime Rate(Premium Only) 0 $25.00/HR $ - Double Time(Premium Only) 0 $48.00/HR $ - Safety Meetings 0.33 $65/HR $ 31.35 24.8 TOTAL LABOR COST $ 1,699.35 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0.15 $149.50 $ 22.43 Small Tools 0.25 $149.50 $ 37.38 Dump Fees 0.5 $150.00 $ 75.00 0 $315.00 $ - 0 $200.00 $ TOTAL EQUIPMENT RENT $ 134.80 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.25 $149.50 $ 37.38 EPS Foam 4 $2.40 $ 9.60 Standard Mesh 0.5 $117.52 $ 58.76 Basecoat 1 $54.58 $ 54.58 Primer 1 $53.97 $ 53.97 Finish 1 $54.97 $ 54.97 Flashing 30 $10.41 $ 312.30 TOTAL MATERIALS $ 581.56 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote $0.00 Thank you for your attention to this change. SUBTOTAL $2,415.71 Please call with any questions. OVERHEAD @10% $ 241.57 Sincerely, Profit @ 5% $ 132.86 BOND EXPENSE @.015 $ 41.85 TOTAL CHANGE VALUE $2,831.99 TOTAL CHANGE ORDER REQUEST $ 2,832.00 Marci Taylor Project Manager SCHEDULE IMPACT IN MAN DAYS 4 Citi-of Tigard CONTRACT CHANGE ORDER 13125 SW Hall Blvd. 223 AMENDMENT #20 SUMMARY FORM "Tigard, Oregon 9-417 Phone- (503 639-4171 ARI CO P2-8 THROUGH P2-9 Fax- (5'o3) 684-7297 rd-or. o Project Title: City Hall, Police,Permit Center Exterior Project Manager: Kim McMillan Restoration PHASE 2 Contractor: Applied Restoration, Inc. Original Contract #:CP15003 Effective Dates: 8/5/14 Chane Order/Amendment Amount: $ 161&10 Accounting String:400-8000-5 6005-91013-130 Amendment Percentage Running Total: AMENDMENT DETAILS CO P2-8 Sheathing replacement behind brick and on roof where dryrot was discovered CO P2-9 Remove and replace brick on SE corner of building CHANGE ORDER DETAILS UNIT QTY UNIT$ 7 (11,385) OTAL$ Beginning Phase 2 Encumberance 452,775 Less Chane Order from Phase 1 CO #6 Amendment 18 24,537 Amendment 19 22,575 Amendment 20 15,070 CO P2-8 2,813 CO P2-9 12,257 PHASE 2 TOTAL 1 503,572 REASONING FOR CHANGE ORDER/AMENDMENT CO P2-8 replace areas with significant dryrot 9Ff/JAOc o2� CO P2-9 replace brick located in the same area as the dr1rot CF—Pi cc REQ ESTING PROJECT MANAGER APPROYIWf.CITY STAFF Signature Signature Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for the work. The unit pricing in the original contract shall apply to Signature all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed the project's FY budget. Date • 1 130 Industry Drive 3562 Grove Street rimm Tukwila, WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 applied r�aioration inc. OR#164713 WA#APPLIR1950PD CA#759308 Contract Change Order Project # 014047 City Hall, Police and Permit Center Re-Skin/Phase 2 City Of Tigard, Oregon 13125 SW Hall Blvd 13125 SW Hall Blvd Tigard OR 97223 Tigard OR 97223 Change Order Number: 20 Original Contract Amount: $985,825.00 Date: July 28, 2015 Previous C/O's: $62,936.00 Contract Number: CP1503 Total: $1,051,665.00 Contract Date: 8-5-2014 This Change Order Amount: $15,070.00 Revised Contract Amount: $1,066,735.00 This Contract is hereby amended as follows: Provide all labor, materials, equipment and.supervision as required to complete the following additional items: 1) Sheathing replacement behind brick and on roof where dryrot was discovered. $2813.00 Schedule Impact in Man Days 3 2) Remove and replace brick on SE corner of building. Install new WRB and interlace new brick with existing brick to maintain uniform finish. $12,257.00 Schedule Impact in Man Days 10 TOTAL ADD PER THIS CHANGE ORDER #20 $15,070.00 EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration • 1130 Industry Drive 3562 Grove Street Tukwila, WA 98188 Lemon Grove, CA 91945 arimm Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 applied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 City_ Of Tiaard,. O_regon OWNER 13125 SW Hall Blvd Tigard OR 97223 Address By: Signature: Date: Applied Restoration Inc. CONTRACTOR 1130 Industry Drive, Tukwila WA 98188 Address By: Signature: Date: LRS Architects ARCHITECT 720 NW Davis Street, Portland OR 97209 Address By: Signature: 7" Ir -%ft�jop- Date: loqo EIFS Restoration•Waterproofing•Caulking•Coatings*Structural Restoration Applied Restoration • CHANGE ORDER REQUEST a r' - - E-mail: Kim McMillan E-maiKIM@tlgard-orgov Project: Tigard City Hall Owner: City of Tigard ARI COR# 132-8 GC Job.#: 014047 Prepared by: Marci Taylor Reference#'s: Date: 07/31115 Description: Sheathing replacement behind brick and on roof where dryrot was discovered. DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $651HR $ Sheetrock 0 $65/HR $ WRB 0 $65/HR $ - EIFS 0 $65/HR $ Finish 0 $65/HR $ Sealants 0 $65/HR $ - Demolition 0 $65/HR $ - Stocking&Cleanup 0 $65/HR $ Trucking(includes Driver&Truck) 0 $85.00/HR $ - Coordination/Layout 2 $68/HR $ 136.00 Project Management 2 $75.00/HR $ 150.00 Overtime Rate(Premium Only) 0 $25.00/HR $ - Double Time(Premium Only) 0 $48.00/HR $ Safety Meetings 0.00 $65/HR $ 4 TOTAL LABOR COST $ 286.00 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0 $149.50 $ Small Tools 0 $149.50 $ - Scaffold Rent 1 $225.00 $ 225.00 Rental Lifts 0 $0.00 $ - TOTAL EQUIPMENT RENT $ 225.00 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.05 $286.00 $ 14.30 Windlock Fasteners 0 $196.00 $ - Dryvit Genesis 0 $52.16 $ Portland Cement Mix 0 $5.00 $ 0 $0.00 $ - TOTAL MATERIALS $ 14.30 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote Repair dryrot areas found on 7/27/2015 $1,874.00 (roof and behing brick) $1,874.00 Thank you for your attention to this change. SUBTOTAL $2,399.30 Please call with any questions. OVERHEAD @10% $ 239.93 Sincerely, Profit @ 5% $ 131.96 BOND EXPENSE @.015 $ 41.57 TOTAL CHANGE VALUE $2,812.76 TOTAL CHANGE ORDER REQUEST $ 2,813.00 Marci Taylor Project Manager SCHEDULE IMPACT IN MAN DAYS 3 Applied Restoration CHANGE ORDER REQUEST a r' - - E-mail: Kim McMillan E-maiKIM@tlgard-orgov applied restoration inc. Project: Tigard City Hall Owner: City of Tigard ARI COR# 132-9 GC Job.#: 014047 Prepared by: Marci Taylor Reference#'s: Date: 08/07/15 Description: Remove and replace brick on SE corner of building. Install new WRB and interlace new brick with existing brick to maintain uniform finish. DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Set Up 8 $65/HR $ 520.00 Brick Ties 4 $65/HR $ 260.00 WRB 4 $65/HR $ 260.00 Interlace Wall Ends 32 $65/HR $ 2,080.00 Install Brick 40 $65/HR $ 2,600.00 Acid Wash 8 $65/HR $ 520.00 Sealants 0 $65/HR $ - Demolition i7 $65/HR $ - Stocking&Cleanup 14.4 $65/HR $ 936.00 Trucking(includes Driver&Truck) 0 $85.00/HR $ - Coordination/Layout 2 $68/HR $ 136.00 Project Management 1 $75.00/HR $ 75.00 Overtime Rate(Premium Only) 0 $25.00/HR $ - Double Time(Premium Only) 0 $48.00/HR $ - Safety Meetings 5.52 $65/HR $ 524.40 113.4 TOTAL LABOR COST $ 7,911.40 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0.05 $149.50 $ 7.48 Small Tools 0.05 $149.50 $ 7.48 Mortar Mixer 1 $304.00 $ 304.00 Brick Saw 1 $315.00 $ 315.00 Diamon Blade 1 $200.00 $ 200.00 TOTAL EQUIPMENT RENT $ 833.95 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.05 $149.50 $ 7.48 Brick 350 $1.05 $ 367.50 Brick Coping 70 $2.25 $ 157.50 Set Up Fee 1 $375.00 $ 375.00 Run Fee 1 $600.00 $ 600.00 Mortar 8 $7.84 $ 62.70 Brick Ties 50 $0.10 $ 5.00 WRB 1 $134.99 $ 134.99 TOTAL MATERIALS $ 1,710.16 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote $0.00 Thank you for your attention to this change. SUBTOTAL $10,455.51 Please call with any questions. OVERHEAD @10% $ 1,045.55 Sincerely, Profit @ 5% $ 575.05 BOND EXPENSE @.015 $ 181.14 TOTAL CHANGE VALUE $12,257.26 TOTAL CHANGE ORDER REQUEST $ 12,257.00 Marci Taylor Project Manager SCHEDULE IMPACT IN MAN DAYS 10 City of'Tigard CONTRACT CHANGE ORDER 13125 Ste'Hall Blvd. AMENDMENT #19 SUMMARY FORM Tigard,Oregon 97223 Phone- (503) 639-4171 ARI CO P2-6 THROUGH P2-7 Fax- (503) 684-7297 Project Title: City Hall,Police, Permit Center Exterior Project Manager: Kum McMillan Restoration PHASE 2 Contractor: Applied Restoration, Inc. Original Contract#:CP15003 Effective Dates: 8/5/14 Chan e Order/Amendment Amount: $22,575 Accounting Strin :400-8000-56005-91013-130 Amendment Percentage Running Total: AMENDMENT DETAILS CO P2-6 remove and properly dispose of 12 existing lobe light fixtures. Install new fixtures with integral photocell and dimmer CO P2-7 Deduction for not painting 200 LF of metal coping. Remove, dispose of and replace 600 LF parapet cap flashing CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Beginning Phase 2 Encumberance 452,775 Less Chane Order from Phase 1 CO #6 11,385) Amendment 18 24,537 Amendment 19 22,575 CO P2-6 19,674 CO P2-7 2,901 PHASE 2 TOTAL 488,502 REASONING FOR CHANGE ORDER/AIVIENDb1ENT CO P2-6 upgrading fixters to LED and to match exterior lihtin s CO P2-7 new flashing installed rather than painting existing QUESTING PROJECT MANAGER APPROVI G ITY STAFF i azure Signature Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for Signature the work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed the projeces FY budget. Date • 1130 Industry Drive 3562 Grove Street Tukwila, WA 98188 Lemon Grove, CA 91945 arimm Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 a��lied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 Contract Change Order Project# 014047 City Hall, Police and Permit Center Re-Skin/Phase 2 City Of Tigard, Oregon 13125 SW Hall Blvd 13125 SW Hall Blvd Tigard OR 97223 Tigard OR 97223 Change Order Number: 19 Original Contract Amount: $985,825.00 Date: August 5, 2015 Previous C/O's: $40,361.00 Contract Number: CP1503 Total: $1,029,090.00 Contract Date: 8-5-2014 This Change Order Amount: $ 22,575.00 Revised Contract Amount: $1,051,665.00 This Contract is hereby amended as follows: Provide all labor, materials, equipment and supervision as required to complete the following additional items: 1) Remove and properly dispos of the 12 existing globe type light fixtures. Properly prepare and re-paint to match new fixture. Install 12 Crosstour XTOR MAX 41 watt LED fixtures with integral photocell and dimmer. Provide handheld remote programmer. Provide photometric drawings. Provide electrical permit. $19,674.00 Schedule Impact in Man Days 5 2) Deduct for not painting 200 LF of metal coping. Remove, dispose of and replace 600 LF parapet cap flashing per RFP from LRS. $2901.00 Schedule Impact in Man Days 5 TOTAL ADD PER THIS CHANGE ORDER #19 $22,575.00 EIFS Restoration•Waterproofing•Caulking•Coatings-Structural Restoration • 1 130 Industry Drive 3562 Grove Street arimm Tukwila, WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 cpplicd restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 City_Of Tigard Oregon OWNER 13125 SW Hall Blvd, Tigard, OR 97223 Address By: Signature: Date: Applied Restoration, Inc. CONTRACTOR 1130 Industry Drive, Tukwila WA 98188 Address By: Signature: Date: LRS Architects ARCHITECT 720 NW Davis Street, Portland OR 97209 Addr By: VNR`� Signature: Date: EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration Applied Restoration • CHANGE ORDER REQUEST a r' E-np�: KIM -o-o goV apr�liocl restorcalion inc. Project Tigard City Hall Owner. City of Tigard ARI COR# P2-6 GC Job,#: 014047 Prepared by: Marol Taylor Reference$Ps: RFP from LRB dated 7-21-2015 Data: 07/28/16 A101 Description: Remove and properly dlspos of the 12 existing globe type light fixtures. Properly prepare and re-paint to match new fixture. Install 12 Croestour XTOR MAX 41 watt LEO fixtures with Integral photocell and dimmer. Provide handheld remote programmer. Provide photometric drawings. Provide electrical permit. DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $651HR $ Shestrock 0 $651HR $ WRB 0 $651HR $ EIFS 0 $651HR $ Finish 0 $651HR $ - Sealants 0 $651HR $ Demolition 0 $661HR $ - Stocking&Cleanup 0 $651HR $ Trucking(Includes Driver&Truck) 0 $85.001HR $ - Coordinatlon i Layout 4 $681HR $ 272.00 Project Management 2 $75.00/HR $ 150.00 Overtime Rate(Premium Only) 0 $26.00/HR $ - Double Time(Premium Only) 0 $48.001HR $ Safety Meetings 0.00 $66/HR $ 6 TOTAL LABOR COST $ 422.00 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0 $149.50 $ Small Tools 0 $149.60 $ Scaffold Rent 0 $226.00 $ Rental Lifts 0 $0.00 $ TOTAL EQUIPMENT RENT $ 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0 $422.00 $ - Wlndlock Fasteners 0 $198.00 $ Dryvit Genesis 0 $52.16 $ Portland Cement Mix 0 $5.00 $ 0 $0.00 $ TOTAL MATERIALS 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote Repaint poles and Install 12 new LED lightfixtures with photocells $16,360.00 Excludes: Dual Head Fixture and Emergency Egress Battery Backup $18,360.00 Thank you for your attention to this change. SUBTOTAL $18,782.00 Please call with any questions. OVERHEAD a 10% + 1,678.20 Sincerely, Profit a5% ; 823.01 BOND EXPENSE 0.015 ¢ 290.76 TOTAL CHANGE VALUE $19,673.90 TOTAL CHANGE ORDER REQUEST $ 19,874.00 Marc[Taylor Project Manager SCHEDULE IMPACT IN MAN DAYS 5 Applied Restoration CHANGE ORDER REQUEST Kim McMillenar' m - E-mail:lKINOUgerd-nrp ov applied restoration inc, Project, Tigard City Hall Owner. City of Tigard ARI COR S P2-7 GC Job.N: 014047 Prepared by: Marc[Taylor Reference*'s: RFP from LRS dated 7121/2015 Data: 07/29M G Description: Deduct for not painting 200 LF of motel coping. Remove,dispose of and replace 600 LF parapet cap flashing. Gridline A between 4 and 10,Grldllne 10 bohveen A and G, Gridline G between 7 and 10,Grldllne H directly south of gridellne 4. DIRECT CO,¢T 1.LABOR MAN HRS. RATE TOTAL Sand -6 $66/HR $ (390.00) Prime -4 $66/HR $ (260.00) Paint -12 $861HR $ (780.00) EIFS 0 $86/HR $ Finish 0 $651HR ¢ Sealants 0 $86/HR $ Demolition 0 $86/HR $ - Stocking&Cleanup 3 $65/HR $ (214.50) Trucking(Includes Driver&Truck) 0 $86.00/HR $ Coordination/Layout 1 $681HR $ 68.00 Project Management 2 $76.00/HR $ 150.00 Overtime Rate(Premium Only) 0 $26.00/HR $ Double Time(Premium Only) 0 $48.00/HR $ Safety Meetings -1.27 $65/HR $ (120.18) -22.3 TOTAL LABOR COST $ (1.548.681 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0 $149.50 $ Small Tools 0 $149.60 $ Scaffold Rent 0 $225.00 $ Rental Lifts 0 $0.00 $ TOTAL EQUIPMENT RENT _$ S.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.03 ($1,646.68) $ (46.40) Primer -1 $68.39 $ (56.39) Sheroryl paint -1 $61.09 $ (61.09) 0 $5.00 $ 0 $0.00 $ TOTAL MATERIALS $ (163.88) 4.SUB-SUBCONTRACTORS PRICE TOTAL Quota Remove and dispose of old coping $4,185.00 Add new coping to match existing profile $4,186.00 Thank you for your attention to this change. SUBTOTAL $2,474.44 Please call with any questions. OVERHEAD a 10% ; 247,44 Sincerely, Profit a 5% $ 136.09 BOND EXPENSE Q.016 ; 42.87 TOTAL CHANGE VALUE $2,900.85 TOTAL CHANGE ORDER REQUEST 2,901 00 Marol Taylor Project Manager SCHEDULE IMPACT IN MAN DAYS 6 City of Tigard CONTRACT CHANGE ORDER 1.3125 Ste'Hall Blvd. .AMENDMENT #18 SUMMARY FORM Tigard, Oregon 97223 Phone- (503) 639-4171 ARI CO P2-1 THROUGH P2-4i Fax- (503) 684-7297 i«vw.ti and-or. oz Project Title: City Hall, Police, Permit Center Exterior Project Manager: Kim McNlillan Restoration PHASE 2 Contractor: Applied Restoration, Inc. Orial Contract#:CP15003 Effective Dates: 8/5/14 1 Change Order/Amendment Amount: $24,537 Accounting Strin :400-8000-56005-91013-130 I Amendment Percentage Running Total: AMENDMENT DETAILS CO P2-1 replace 6 exterior light fixtures with new LED lights. Remove and replace security cameras and patch holes where cameras were removed permanently. CO P2-2 furnish and install a venting system at the eaves of the metal roof. Continuous bug screen and bug Screen retainer clip. CO P2-3 paint existing metal doors and door frames CO P2-4 mechanically attach EIFS and sheeting,apply new EIFS base and finish coats CHANGE ORDER DETAILS UNIT QTY UNIT$ 'TOTAL$ Beginning Phase 2 Encumbrance 452,775 Less Chane Order from Phase 1 CO #6 11,385 Amendment 18 24,537 CO P2-1 5,178 CO P2-2 9,264 CO P2-3 7,191 CO P2-4 2,904 PHASE 2 TOTAL 465,927 REASONING FOR CHANGE ORDER/AMENDMENT CO P2-1 converted to LED and match fixtures on Permit Center Building CO P2-2 to properly vent building, exposing vents that had been previously covered, bug screen covers vent holes CO P2-3 paint doors and frames to match the color on Permit Center Building CO P2-4 to attach EIFS where delamination has occurred using mechanical fasteners and then patch REQUESTING PROJECT MANAGER APP RO CITY STAFF Signature Signature Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for Signature the work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed theproject's FY budget. Date • 1130 Industry Drive 3562 Grove Street rimm Tukwila, WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 applied restoration inc' OR#164713 WA#APPLIR1950PD CA#759308 Contract Change Order Project # 014047 City Hall, Police and Permit Center Re-Skin/Phase 2 City Of Tigard, Oregon 13125 SW Hall Blvd 13125 SW Hall Blvd Tigard OR 97223 Tigard OR 97223 Change Order Number: 18 Original Contract Amount: $985,825.00 Date: July 28, 2015 Previous C/O's: $18,728.00 Contract Number: CP1503 Total: $1,004,553.00 Contract Date: 8-5-2014 This Change Order Amount: $24,537.00 Revised Contract Amount: $1,029,090.00 This Contract is hereby amended as follows: Provide all labor, materials, equipment and supervision as required to complete the following additional items: 1) Replace six (6) existing exterior lights with new LED lights with photocells. Add photocell to LED light. Remove and Replace Cameras $5,178.00 Schedule impact in Man Days .6625 2) Furnish and install a venting system at the eaves of the metal roofs. 440 lineal feet. Includes 6"wide, 18 gauge galvanized standoff brackets at 2' on center. Continuous bug screen. Bug screen retainer clip. $9,264.00 Schedule impact in Man Days 4 3) Paint all existing metal doors and door-frames to match storefront paint color. $7,191.00 Schedule impact in Man Days 4 4) Mechanically attach EIFS and sheathing, apply new EIFS base and finish coats to match existing EIFS finish $2904.00 Schedule impact in Man Days 3 TOTAL ADD PER THIS CHANGE ORDER #18-$24,537.00 EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration . 1 130 Industry Drive 3562 Grove Street rimm Tukwila, WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 applied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 City_Of Tigard_, O_re on OWNER 13125 SW Hall Blvd Tigard OR 97223 Address By: Signature: Date: Applied Restoration, Inc. CONTRACTOR 1130 Industry Drive, Tukwila WA 98188 Address By: Signature: Date: LRS Architects ARCHITECT 720 NW Davis Street, Portland OR 97209 Address By: TAV&.. 150V/" Signature: Date: EIFS Restoration•Waterproofing•Caulking•Coatings•Structural Restoration Applied Restoration CHANGE ORDER REQUEST ATTN: Kim McMillan E-mail: KIM@tigard-orgov Project: Tigard City Hall Owner: City of Tigard ARI COR# P2-1 GC Job.#: 014047 Prepared by: Marci Taylor Reference#'s: Date: 07/07115 Description: Replace six(6)existing exterior light fixtures with new LED lights with photocells. Add photocell to LED light near Sally Port. Remove and replace security cameras. Patch holes where cameras are removed permanently. DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $65/HR $ Sheetrock 0 $65/HR $ WRB 0 $65/HR $ - EIFS 2 $65/HR $ 130.00 Finish 0 $65/HR $ - Sealants 0 $65/HR $ Demolition 0 $65/HR $ - Stocking&Cleanup 0.3 $65/HR $ 19.50 Trucking(includes Driver&Truck) 0 $85.00/HR $ - Coordination/Layout 2 $68/HR $ 136.00 Project Management 1 $75.00/HR $ 75.00 Overtime Rate(Premium Only) 0 $25.00/HR $ - Double Time(Premium Only) 0 $48.00/HR $ - Safety Meetings 0.12 $65/HR $ 10.93 5.3 TOTAL LABOR COST $ 371.43 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0.05 $149.50 $ 7.48 Small Tools 0.05 $149.50 $ 7.48 Scaffold Rent 1 $225.00 $ 225.00 Rental Lifts 0 $0.00 $ - TOTAL EQUIPMENT RENT $ 239.95 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.03 $371.43 $ 11.14 Sealant 0 $11.00 $ - Detail Mesh 0 $27.00 $ EIFS Base 0 $54.00 $ 0 $0.00 $ TOTAL MATERIALS $ 11.14 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote Add For 6 new LED lights with photocell $2,294.00 Remove and Replace Cameras $1,500.00 $3,794.00 Thank you for your attention to this change. SUBTOTAL $4,416.52 Please call with any questions. OVERHEAD @10% $ 441.65 Sincerely, Profit@5% $ 242.91 BOND EXPENSE @.015 $ 76.62 TOTAL CHANGE VALUE $5,177.59 TOTAL CHANGE ORDER REQUEST $ 5,178.00 Project Manager SCHEDULE IMPACT IN MAN DAYS 0.6625 Applied Restoration • CHANGE ORDER REQUEST ATTNKim McMillanar' - m E-mail: KIMQUgerd-orp ov cipplic-d rc,sioraiion inc. Project: Tigard City Hall Owner: City of Tigard ARI COR N P2-2 GC Job.9: 014047 Prepared by: Moral Taylor Reference$Po; RFP from LRS dated 7121/2016 Date: 071=15 A101 Description: Furnish and Install a venting system at the eaves of the metal roofs. 440 lineal feet. Includes 6"wide,l6 gauge galvanized standoff brackets at 2'on center. Continuous bug screen. Bug screen retainer clip. DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $66/HR $ Sheetrock 0 $66/HR $ WRB 0 $861HR $ EIFS 0 $65/HR $ Finish 0 $66/HR $ Sealants 0 $651HR $ Demolition 0 $66/HR $ - Stocking&Cleanup 0 $8611-111 $ Trucking(includes Driver&Truck) 0 $86.00/HR $ Coordination I Layout 2 $86/1-111 $ 136.00 Project Management 1 $75.00/HR $ 76.00 Overtime Rate(Premium Only) 0 $25.00/HR $ Double Time(Premium Only) 0 $48.00/HR $ - Safety Meetings 0.00 $66/HR $ 3 TOTAL LABOR COST $ 211.00 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0.06 $0.00 $ Small Toots 0.06 $0.00 $ Scaffold Rent 1 $226.00 $ 225.00 Rental Lifts 0 $0.00 $ TOTAL EQUIPMENT RENT $ 225.00 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummabies 0.03 $211.00 $ 6.33 Sealant 0 $11.00 $ Detall Mesh 0 $27.00 $ EIFS Base 0 $64.00 $ 0 $0.00 $ TOTAL MATERIALS $ 5,33 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote Furnish and Install a venting system at the eaves of the metal roofs $7,460.00 $7,460.00 Thank you for your attention to this change. SUBTOTAL $7,902.33 Please call with any questions. OVERHEAD 0100A ; 790.23 Sincerely, Profit a 5% $ 434.63 BOND EXPENSE C.015 $ 186.91 TOTAL CHANGE VALUE $9,264.10 TOTAL CHANGE ORDER REQUEST $ 9,264.00 Moral Taylor Project Manager SCHEDULE IMPACT IN MAN DAYS 4 Applied Restoratlon • CHANGE ORDER REQUEST Kim ar' m - E-mail: KIMOUgerd-or. pov applied restoration inc. Project: Tigard Oily Hall Owner. City of Tigard ARI COR# P2-3 GC Job.#: 014047 Prepared by: Morel Taylor Reference ft., RFP from LRS dated 7/2112016 Data: 07128116 A101 Description: Paint all existing motel doors and door frames to match storefront paint color DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $66/HR $ - 8heetrock 0 $86/HR $ - WRB 0 $66/HR $ - EIFS 0 $66/HR $ - Paint 69 $66/HR $ 4,486.00 Sealants 0 $66/HR $ Demolition 0 $e6/HR $ - Stocking&Cleanup 10.36 $66/HR $ 672.76 Trucking(includes Driver&Truck) 0 $86,00/HR $ Coordination/Layout 2 $68/HR $ 136.00 Project Management 1 $76,00/HR $ 76.00 Overtime Rate(Premium Only) 0 $26.00/HR $ Double Time(Premium Only) 0 $48,00/HR $ Safety Meetings 3.97 $66/HR $ 376.91 82.86 TOTAL LABOR COST $ 6,746.66 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0.06 $149.6D $ 7.48 Small Tools 0.06 $149.60 $ 7.48 Scaffold Rent 0 $226,00 $ Rental Lifts 0 $0.00 $ TOTAL EQUIPMENT RENT $ 14.96 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.03 $6,746.66 $ 172.37 Primer 1 $11.21 $ 11.21 Finish 3 $61.09 $ 183.27 Red Tape 1 $6.43 $ 6.43 0 $0.00 $ TOTAL MATERIALS $ 378.28 4.BUD-SUBCONTRACTORS PRICE TOTAL Quote 0.00 Thank you for your attention to this change. SUBTOTAL $8,133,89 Please call with any questions. OVERHEAD a 10% $ 613.89 Sincerely, Profit a 5% $ 837.88 BOND EXPENSE 4D.016 106.27 TOTAL CHANGE VALUE $7.190.92 TOTAL CHANGE ORDER REQUEST $ 7,191.00 Mord Taylor Project Meneger SCHEDULE IMPACT IN MAN DAYS 4 Applied Restoration • CHANGE ORDER REQUEST ar' - - E-mail: KIMOUgorrdorgov applied restoratic-)ri inc Project, Tigard City Hall Owner. City of Tigard ARI COR k P2-4 GC Job,0: 014047 Prepared by: Moral Taylor Reference Vs: Data: 07123M 5 Description: Mechanically attach EIFS and sheathing,apply new EIFS base and finish costa to match existing EIFS finish DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $661HR $ Shestrock 0 $86/HR $ WRB 0 $651HR $ EIFS 20 $651HR $ 1,300.00 Finish 0 $651HR $ Sealants 0 $86/HR $ Demolition 0 $WHIR $ Stocking&Cleanup 3 $WHIR $ 196.00 Trucking(Includes Driver&Truck) 0 $86.00/HR $ Coordination/Layout 2 $WHIR $ 136.00 Project Management 1 $76.00/HR $ 75.00 Overtime Rate(Premium Only) 0 $26.00/1-IR $ Double Time(Premium Only) 0 $48.00/HR $ Safety Meetings 1.15 $66/1-IR $ 109.25 26 TOTAL LABOR COST $ 1,816.25 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0.06 $149.50 $ 7.48 Small Tools 0.06 $149.60 $ 7.48 Scaffold Rent 1 $225.00 $ 226.00 Rental Lifts 0 $0.00 $ - TOTAL EQUIPMENT RENT $ 239.95 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.03 $1,815.26 $ 64.46 Wlndlock Fasteners 1 $196.00 $ 196.00 Dryvlt Genesis 3 $62.16 $ 166.48 Portland Cement Mix 3 $5.00 $ 15.00 0 $0.00 $ TOTAL MATERIALS ¢ 421.94 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote 10.00 Thank you for your attention to this change. SUBTOTAL $2,477.14 Please call with any questions. OVERHEAD Q 10% $ 247.71 Sincerely, Profit a6% ¢ 136,24 BOND EXPENSE C.015 ; 42.62 TOTAL CHANGE VAWE $2,904.01 TOTAL CHANGE ORDER REQUEST ¢ 2,804.00 Moroi Taylor Project Manager SCHEDULE IMPACT IN MAN DAYS 8 City of Tigard CONTRACT CHANGE ORDER #17/ 13125 Bard S r Hall Blvd. Tigard,Oregon 97223 AMENDMENT SUMMARY FORM Phone-(503) 639-4171 Fax- (503) 684-7297 and-or. ov Project Title: City Hall, Police, Permit Center Exterior Project Manager: Kvn McMillan Restoration Contractor: Applied Restoration, Inc. Original Contract#:CP15003 Effective Dates: 8/5/14 Change Order/Amendment Amount: $540 Accounting Strin :400-8000-56005-91013-130 Amendment Percentage Running Total: .05% AMENDMENT DETAILS Install a photocell for light fixtures. CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Original Contract 985,825 Chane Orders 1 — 16 18,188 Chane Order 17 540 NEW CONTRACT TOTAL 1,004,553 REASONING FOR CHANGE ORDER/AMENDMENT Photocells were necessary to avoid having to run a new designated circuit. QUESTING PROJECT MANAGER APPR CITY STAFF Signature Signature —7-5 —4 Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for Signature the work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed the project's FY budget. Date - 1130 Industry Drive 3562 Grove Street I Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 November 19, 2014 Oh planning+design,architecture Attention: Deb France,AIA 115 NW 1"Avenue, Suite 300 Portland,OR 97209 RE: City of Tigard,City Hall,Police,and Permit Center Re-skin CIP—2014-91013 Change Order Request No. 17 Applied Restoration,Inc.hereby submits this change order request to install a photocell on each light ($135.00 each installed). Applied Restoration, Inc.,hereby submits this proposal to perform the above-described work for the sum of$540.00,and requests that zero (0) calendar days be added to the contract for its performance. If this Change Order Request meets with your approval and you wish Applied Restoration,Inc.to proceed with the work encompassed herein,please execute and return to ARI on or before November 26, 2014;the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was $ 985,825.00 Net change by previously authorized change orders $ 9,956.00 Contract sum prior to this change order request $ 995,781.00 The contract sum,if this change order request results in a change order, will be increased in the amount of$540.00 $ 540.00 The contract sum,including a change order resulting from this request, will be $ 996,321.00 Respectfully Submitted, W/a_t Marci Taylor EIFS Restoration-Waterproofing•Caulking Coatings-Structural Restoration ® 1130 Industry Drive 3562 Grove Street n ® Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fox:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request 917 Page 2 Not Valid Until Signed by the Architect, Contractor,and Owner Architect(Firm Name): Address:_ rl-Lo NW � vcs s . *300 b By(Signature): ' Typed or printed name: P PIA0�_ Date: l I —�q— Owner(Firm Name): Address: 17(%K Sl/y By(Signa6j;_/ Typed or printed name: /vtL r4lka WIAe,-) Dater Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwila, WA 98188 By(Signature): Typed or printed name: Marci Taylor Date: 11-19-2014 EIFS Restoration*Waterproofing*Caulking-Coatings*Structural Restoration As we discussed.... I assumed that the exterior lights were all powered and controlled from a single source. It wasn't until my electrician informed me at the end of the day that the west light on the south side was photocell controlled. Therefore all 4 lights we installed on the exterior of the building are currently "on" and have no control feature. We have two options to control these lights. 1) Install a photocell on each light ($135.00ea. installed, total $540.00 approximately) 2) Locate the circuit feeding the exterior lights and install an astronomical time clock ($435.00 installed, includes 2 hours of labor) My concern is that the light circuit might not be the same for all 4 lights in question. It is also possible that the circuit feeding the exterior lights may be feeding interior lights as well. I'm also not sure how long it will take my electrician to locate this circuit. In addition, We are connecting the 9 lights in the canopy to an existing circuit that was used to power the old lights, we assume it has a separate control for it as well. I hope I answered your questions, Daniel A. Petrin Frahler Electric Company 11860 SW Greenburg Road Tigard Oregon, 97223 o 503-639-4627 c 503-679-9278 City of Tigard 13125 SW Hall Blvd. CONTRACT CHANGE ORDER #16/ Tigard,Oregon 97223 _ AMENDMENT SUMMARY FORM Phone-(503)639-4171 Fax- (503) 684-7297 www.tigard-or.gov Project Title: City Hall, Police, Permit Center Exterior Project Manager: Kim McMillan Restoration Contractor: Applied Restoration, Inc. Original Contract#:CP15003 Effective Dates: 8/5/14 Chane Order/Amendment Amount: $2864 Accounting Strin :400-8000-56005-91013-130 Amendment Percentage Running Total: .3% AMENDMENT DETAILS Install ledger,beams, framing and pritner for canopy installation. CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Original Contract 985,825 Chane Orders 1 - 15 15,324 Chane Order 16 2,864 NEW CONTRACT TOTAL 1,004,013 REASONING FOR CHANGE ORDER/ADIENDAIENT This was in addition to original design scope due to unforeseen field conditions. RE VESTING PROJECT MANAGER APPROVING CI STAFF Signature Si afore Z5 -L 1 Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for Signature the work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed theproject's FY budget. Date - 1130 Industry Drive 3562 Grove Street n Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 November 20,2014 Oh planning+design,architecture Attention: Deb France,AIA 115 NW I"'Avenue, Suite 300 Portland,OR 97209 RE: City of Tigard,City Hall,Police,and Permit Center Re-skin CIP—2014-91013 Change Order Request No. 16 Applied Restoration,Inc.hereby submits this change order request to I. Supply and install L3x3 ledger. 2. Supply and install HSS 3x3xl/4 between WF beams to hold canopy edge framing. 3. All steel shall be supplied with one coat of our standard shop primer unless specifically noted. 4. We include all fasteners for attaching steel to steel. Applied Restoration, Inc.,hereby submits this proposal to perform the above-described work for the sum of$2,864.00,and requests that zero (0) calendar days be added to the contract for its performance. If this Change Order Request meets with your approval and you wish Applied Restoration, Inc. to proceed with the work encompassed herein,please execute and return to ARI on or before November 26, 2014; the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was $ 985,825.00 Net change by previously authorized change orders $ 9,956.00 Contract sum prior to this change order request $ 995,781.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$2,864.00 $ 2,864.00 The contract sum, including a change order resulting from this request, will be $ 999,185.00 Respectfully Submitted, ova Marci Taylor EIFS Restoration,Waterproofing*Caulking-,Coatings-Structural Restoration - 1130 Industry Drive 3562 Grove Street I Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#16 Page 2 Not Valid Until Signed by the Architect,Contractor,and Owner Architect(Firm.Name): L-X"— Address: T10 M W DAV(S 5-r QUO. PbP:r.-AQ 0?- By(Signature):_ Typed or printed name:_-___ �� L• �� Date: Owner(Firm Name):_. 40 C- Address:_ By(Signa Typed or printed name: Date: Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwila, WA 98188 n ,� ` By(Signature): _��!-.�_. t. Typed or printed name:Marci Taylor Date: 11-20-2014 EIFS Restoration Waterproofing•Caulking-Coatings-Structural Restoration IMPERIAL.STEEL CRAFT, INC. 5455 SE Alexander Street PO Box 1689 Hillsboro,Oregon 97123 503-849-7709 Fax 503.849-5516 CCB#35575 impedalgteelcraftlnc@hotmail.com November 7,2014 Ms.Leigh Regan Applied Restoration,Inc. 1130 Industry Drive Tukwila,WA 98188 RE: Tigard City Hall — RFI 1511 Dear Leigh: Here is the breakdown on the costs Involved concerning RFI 15. 1. ISC Erector Kent Bjorge Construction: -$2-;989,plL $2,344.20 2. ISC Material: $344.61 Steel 3. ISC Material: $25.00 Bolts Total: $3;349.e1 $2,713.81 Markup 150.39 Grand Total for this change: 53530.00 $2,864.00 1 did not add in any of my shop time or my time required for this. have include copies of the email from my installer and a breakdown of the steel cost, If you have any questions,please do not hesitate to call. Sincerely, Vincent Galllna Project Manager 1vince bid 11/7/2014 Page 2 Job Name Tigard City Hall Take-off Item: RFI 15 Number of Pits 4.00 Material Cost WT $/Ib TV Cost Pit weight 7.65 Shape Weight 522.52 #Holes 16.00 Inches of Weld 0,00 Sawinc _______ 35.68 -- Cost of Shape _ 0.6500 Total Shape Cost Cost of Flats 0.6500 Total Flat Cost Addition WT - Addition Mat Cost Total Weight TTL Mat Cost 344.61 -- _ Overhead 0.25 86.15 Total Mat&0I-1 430.76 Labor Hours Painting -068 Punching 0.16 Welding _ Layout #DiV/Ol Grinding Shearing 0.04 Material Handling 0,27 Sawing 0.59 Total Hours 1.94 DECKING Lbs per Hr 272.82 HINGES Add Iv]isc Hn.n HAND SET Total Hours 1.94 CANE BOLTS New LBS per Hrr 272.82 Total Labor @$11-11375 145.75 Trucking Bolts 25.60.•'1NSTAT_L Bolt MU 0.25 0:25 Engineering 0.00 Galvanizing 0.00 MU on Galy 0.20 Total COST 607.76 Cost Per Pound 1.15 Copes 0 - Misc Additional Hrs 0 - Loading Hours 0 - Ro7ling 0 - Sub-Total 607.76 Additonal M/U 5% 30.39 Total Sell Price 638.15 Sell$per Pound 1.2037 Install Grand Total a 3 � m 3 ii v,0000l�000000000000Q0000000000000G Io w o m'- L O 11 L N�00 OlV C10000G O C OOC G 00000 00000000 0,7 �� V 1+�'O O 4u N In r S S O ID S S S S SS S S O O O S S O O O S O 8 O O O S S m aD O O t�7 O C 0 0 Q f>0 0 0 C 0 0 O O 0 O 0 0 0 0 0 0 0 O O S 8 g s@ N 1� r Ol 3 _ aSSSSSSt`3SSSSS$SS$SSSSSSSSSSSSSSS$�� 000000�000ci0o00Do000000000000000'�'r� � � �� _ � 0 v ID O pN O f0 000 0 0 0000 O O O O O O O O O o 0 0 o o 0 0 N {O vi�pip ry Ep fp 1fI O F � fD N ul M m (P(010 f0 f0 tD ID 10 N 100(0000 000 000000 000 m00000000"0 0 �! N yj O N ti O O _V O C � 'm 0 N O N s r r o �- t c N a0 D) h �coWCO ~ r c Lv,mhi � � uu77 c v v, J C a, N v{Y N N .d. Q q >N v N N U = t m LD P- u m L a� � m F � 0 Outlook.com Print Message Page 1 of 2 N111 Close FW: Tigard City Hall From: Vincent Gallina(imperialsteeleraftinc@hotmail.com) Sent: Fri 11/07/14 1:37 PM TO: Vincent Gallina(imperialsteelcraftinc@hotmail.com) G.Vincent Gallina General Manager Imperial Steel Craft,Inc. 503-649-7709 Subject:Re:Tigard City Hall From:bjorgeconstruction@gmail.com Date:Tue,30 Sep 2014 11:10:51 -0700 To:imperialsteelerafinc@hotmail.com Addforadditional work is$2,980. Kent Bjorge 503-780-7344 hit+raeconsiructionra t,mail com On Sep 26,2014,at 2:36 PM,Vincent Gallina<ii;;ncrialsleelcraftinc(r�hotmaii.com>wrote: G.Vincent Gallina General Manager Imperial Steel Craft,Inc. 503-649-7709 Date:Fri,26 Sep 2014 10:56:27-0700 Subject:Re:Tigard City Hall From:mtavloriti)annliedrestoration.com To: imperialsteclerallinc'rt7hotmail coon;randyc Fii arverco.com;dave(a)deamar.corn; markarndeamor.eom;craivodeamor.com;dan(ctfrahlerelectric.eom; j)acc!cr?nortlandsl;ectmrtal.com;brian(i6-odcorooting.com;daN c,evrodcuroo-ine.com https://blul 74.mail.live.com/ol/mail.mvc/PrintMessages?mkt-ten-us 11/7/2014 Supply and install HSS 3x3x1/4 between WF beams to hold canopy edge framing. It should read: Supply and install HSS 3x3x1/4 between existing WF Beams to hold the support wall for the Skylight per the revised Engineer's comments on ISC Shop drawing. G. Vincent Gallina General Manager Imperial Steel Craft, Inc. 503-649-7709 Breakdown of$2980 from the steel erector, Kent Bjorge Construction 10 Angle Ledger 3x3x1/4 - 2 pieces each crew Of men x2.5 hours = man hours HSS 3x3x1/4 - 10 pieces each crew of 2 men x 1 hour per piece ='2Q man hours 15 Angle 60-1/2-2 pieces crew of 2 men x 1 hour per piece =4 man hours Total Hourly wage for'3�man hours @ $34.12/mh =$1338:68 $989.48 Total Benefit wage for 39 man hours @ $21.35/mh = �r- $619.15 Total FICA& Medicare insurance for 39 man hours @ 7.65% of 4430,4-8 = $80.92 $101.80 Overhead of$16.9197/MH = $659.87 Grand Total of-$2-,925-00 $2,344.20 G. Vincent Gallina General Manager Imperial Steel Craft, Inc. 503-649-7709 City of Tigard 13125 SW Hall Blvd. CONTRACT CHANGE ORDER #15/ Tigard,Oregon 97223 AMENDMENT SUMMARY FORM Phone-(503) 71 Fax-(503) 684-7294-7297 www. rd-or. o� Project Title: City Hall, Police, Permit Center Exterior Project Manager: Kim McMillan Restoration Contractor: Applied Restoration, Inc. Original Contract#:CP15003 Effective Dates: 8/5/14 Chane Order/Amendment Amount: $1127 Accounting String:400-8000-5 6005-91013-130 Amendment Percentage Running Total: 1% AMENDMENT DETAILS Water damaged gypsum wallboard was removed from inside the Permit Center Entry Lobby. CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Original Contract 985,825 Chane Orders 1 - 14 14,197 Chane Order 15 1,127 NEW CONTRACT TOTAL 1,001,149 REASONING FOR CHANGE ORDER/AMENDMENT Water damage, not due to current contract work but because of faulty original construction, resulted in the need to replace drywall. EQUESTING PROJECT MANAGER APPRO CITY STAFF Signature V SijZnature - Z5 - 2-6 P4- Date ate Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for Signature the work. The unit pricing in the original contract shall apply to all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed theproject's FY budget. Date - 1130 Industry Drive 3562 Grove Street I Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 November 11, 2014 Oh planning+design,architecture Attention: Deb France,AIA 115 NW ls`Avenue,Suite 300 Portland,OR 97209 RE: City of Tigard,City Hall,Police,and Permit Center Re-skin CIP—2014-91013 Change Order No. 15 The scope of work included within CCD 04 ("Water damaged gypsum wallboard has been removed from inside the Permit Center Entry Lobby. Install gypsum wallboard...")has been completed. Applied Restoration, Inc.,hereby submits this change order in the amount of$1,127.00 for performance of the above-described work, and requests that two (2)calendar days be added to the contract. Please execute and return to ARI on or before November 21,2014. The original contract sum was $ 985,825.00 Net change by previously authorized change orders $ 8,829.00 Contract sum prior to this change order $ 994,654.00 The contract sum will be increased by the amount of$1,127.00,to be included $ 1,127.00 within Phase 1 of the project,thereby increasing the scheduled value of Phase 1 from $545,386.00 to $546,513.00 The contract sum,upon execution of this change order will be $ 995,781.00 Respectfully submitted, Marci Taylor EIFS Restoration•Waterproofing-Caulking-Coatings*Structural Restoration ® 1130 Industry Drive 3562 Grove Street ® Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc, OR#164713 WA#APPLIR1950PD CA#759308 Change Order#15 Page 2 Not Valid Until Signed by the Architect,Contractor,and Owner Architect(Firm Name): �-5� .rmq-n� Address:. 1?o�ji,y vl S 5'fi 3 pC D 16V- By(Signature): _ 1 Typed or printed name--- Date: ame:_Date: Owner(Firm Name): Address:-J-3�� CSL-- By(Signature-)- Typed or printed name: Mt 0410.1 ,t,P� Date:___ ___ I(_- Contractor: Applied Restoration, Inc. 1130 Industry Drive Tukwila, WA 9818 By(Signature)`___ .-- Typed or printed name:_ Date: /.1® EIFS Restoration*Waterproofing,Caulking*Coatings•Structural Restoration DESIGN WITH INTEGRITY ARCHITECTURE 720 NW Davis 503.221 1121^a Suite 300 503.221.2077 , CONSTRUCTION CHANGE DIRECTIVE Portland DR 97209 www,lrsarci)itects.com Project Name: Tigard City Hall Re-skin Project Number: 213060 CCD Number: 04 Owner: City of Tigard Date: October 23, 2014 Contract For: Construction Contract Dated: July 24, 2014 To: Applied Restoration, Inc. Distribution: Larry White, ARI 1130 Industry Drive Deb France, OH Tukwila, WA 98188 Kim McMillan, Tigard You are hereby directed to make the following ctrange(s1 in this Cpntract: Description: Water damaged gypsum wallboard has been removed from inside the Permit Center Entry Lobby, Install gypsum wallboard on the west and south walls of the Entry Lobby as required. Finish, tape, and texture per specification 09 2900. Paint per specification 09 9900. Match existing adjacent finishes, and protect existing surfaces from damage. Attachments: none PROPOSED ADJUSTMENTS 'i The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: ❑ Lump Sum(increase) (decrease)of$ ❑ Unit Price of$ per ❑ as provided in Subparagraph 7.3.6 of AIA Document A201,2007 edition. ❑ as follows: 2. The Contract Time is proposed to(be adjusted) (remain unchanged). The proposed adjustment, if any, is (an increase of days)(a decrease of _days). When signed by the Owner and Architectural Representative and received by the Signature by the Contractor indicates Contractor,this document becomes effective IMMEDIATELY as a Construction the Contractor's agreement with the Change Directive(CCD), and the Contractor shall proceed with the change(s) proposed adjustments in Contract Sum described above. and Contract Time set forth in this Construction Chan e Directive. LRS Architects, Inc. City of Tigard Applied Restoration, Inc. 720 NW Davis Street 13125 SW Hall Blvd. 1130 Indust Drive Suite 300 Ti ard, 3,R 9722 Industry 9 ' Tukwila, A 98188 Portland, OR 97209 � � e B " 4 Z7 f Date: 10.23. I Date: _ - Date: C z y t L r—s ARCHITECTS Applied Restoration CHANGE ORDER REQUEST ATTN: 0 OFFICE FAX: 0 JOB FAX: job fax Project Tigard City Hall Contractor. ARI COR S CCD 04 GC Job.*: Prepared by: Reference#'s: CCD 04 Date: Description: DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 Sheetrock $65/HR $ WRB 0 $85/HR $ EIFS 0 $65IHR $ Finish 0 $65IHR $ 0 $65/HR $ Sealants 0 $65/HR $ Demolition 0 $65/HR $ Stocking&Cleanup 0 $65/HR $ Trucking(includes Driver&Truck) 0 $85.00/HR $ Coordination/Layout 0 $68/HR $ Project Management 0 $75.00/HR $ Overtime Rate(Premium Only) 0 $25.00/HR $ Double Time(Premium Only) 0 $48.00/HR $ Safety Meetings 0.00 $65/HR $ 0 TOTAL LABOR COST 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0.05 $0.00 $ Small Tools 0.05 $0.00 $ Scaffold Rent 0 $225.00 $ Rental Lifts O $0.00 $ TOTAL EQUIPMENT RENT 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.03 $0.00 $ Sealant 0 $11.00 $ Detail Mesh 0 $27.00 $ EIFS Base 0 $54.00 $ 0 $0.00 $ 4.SUB-SUBCONTRACTORS TOTAL MATERIALS —�--= Quote PRICE TOTAL Harver Company $961.00 $0.00 5981.00 Thank you for your attention to this change. SUBTOTAL $961.00 Please call with any questions. OVERHEAD @10% $ 96.10 Sincerely, Profit @ 5% $ 52.88 BOND EXPENSE @.016 $ 16.65 TOTAL CHANGE VALUE $1,126.60 Total CCD $ 1,127.00 Project Manager SCHEDULE IMPACT IN MAN DAYS 2 PA Job Name;Tigard City Hall Date:1013012014 Location: Description of Change:Replace sheetrock trims and finish entry to city hall Reference Change:Dated 10/24/14 Estimated 5 Labor Description Labor Rate Hours Units Total Supervision $ 76.89 $ Carpenter $ 73.95 4 $ 295.80 Carpenter _ __ $ 73.95 $ Carpenter $ 73.95 —� $ - Tapers _ $ 73.95 8 $ 591.60 Tapers $ 73.95 $ - Tapers $ 73.95 $ Time and 1/2 added to base $ 26.75 $ Double time added to base $ 54.22 $ Clean u $ 58.76 $ Delivery $ 125.00 0 $ Total Labor $ 887.40 Material Description Cost (quantity Unit Total 5/8 drvwall $ 11.50 2 $ 23.00 Hot Mud $ _ 10.00 1 $ 10.00 Fastners $ 10.00 1 $ 10.00 Fr trim $ 21.00 1 $ 21.00 $ $ � $ $ $ � . $ Fasteners Mal Material $ 64.00 Tools and Equipment Dumoster $ $ Trucldn $ $ Safetv Equipment $ $ Scissor lift $ g Scaffold $ $ Total Tools and E ui ment $ Cost Summary Labor Cost $ 887.40 Material and Equipment Cost $ 64.00 Mark up on Mat'l&Equipment 15% $ 9.60 TOTAL COST _ $ 961 City of Tigard 13125 SW Hall Blvd. CONTRACT CHANGE ORDER #14/ Tigard,Oregon 97223 Phone- (503) 639-4171 AMENDMENT SUMMARY FORM Fax-(503) 684-7297 www.ti d-or. ov Project Title: City Hall,Police,Permit Center Exterior Project Manager: Kim McMillan Restoration Contractor: Applied Restoration, Inc. Original Contract#:CP15003 Effective Dates: 8/5/14 Chane Order/Amendment Amount: $2050 Accounting Strin :400-8000-56005-91013-130 Amendment Percentage Running Total: .2% AMENDMENT DETAILS Installation of weather protection in the canopy/main entry area. CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Original Contract 985,825 Chane Orders 1 - 13 12,147 Chane Order 14 2,050 NEW CONTRACT TOTAL 1,000,022 REASONING FOR CHANGE ORDER/A.NIENDAIENT Previous changes delayed work, pushing it into the rainy season, therefore, plastic sheeting was necessary to protect the work area. REQUESTING PROJECT MANAGER 44 APPROVIN CITY STAFF Signature Lo, Signature l ?"5 —tat ?-a l 1 Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for the work. The unit pricing in the original contract shall apply to Signature all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed theproject's FY budget. Date - 1130 Industry Drive 3562 Grove Street I Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc, OR#164713 WA#APPLIR1950PD CA#759308 November 11, 2014 Oh planning+design,architecture Attention: Deb France,AIA 115 NW I"Avenue, Suite 300 Portland,OR 97209 RE: City of Tigard,City Hall,Police,and Permit Center Re-skin CIP—2014-91013 Change Order Request No. 14 Applied Restoration,Inc.hereby submits this change order request as regards furnishing and installing weather protection in the canopy/main entry area to ensure continuation of construction activities. Applied Restoration, Inc., hereby submits this proposal for performance of the above- described work for the sum of$2,050.00, and requests that zero (0) calendar days be added to the contract for its performance. If this Change Order Request meets with your approval, please execute and return to ARI on or before November 21,2014. The original contract sum was $ 985,825.00 Net change by previously authorized change orders $ 8,829.00 Contract sum prior to this change order request $ 994,654.00 The contract sum,if this change order request results in a change order, will be increased in the amount of$2,050.00,to be included $ 2,050.00 within Phase 1 of the project,thereby increasing the scheduled value of Phase 1 from$545,386.00 to $547,436.00 The contract sum,including a change order resulting from this request, will be $ 996,704.00 Respectfully submitted, Marci Taylor EIFS Restoration-Waterproofing-Caulking-Coatings•Structural Restoration 1130 Industry Drive 3562 Grove Street n ® Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#14 Page 2 Not Valid Until Signed by the Architect,Contractor,and Owner Architect(Firm Name): AR-Cd Address:__ ` . .Nov_ ASIS S'r f0t-TLAij* By(Signature):_ Typed or printed name:p61� L__ D�__ Date:__ Owner(Firm Name):_ Grrry Address: l 31 2�GJ 6W tTA u- 9 L11b By(SigAture) ^ Typed or printed name:_ Date: �S ZU Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwila, WA 98188 *tja By(Signature) Typed or printed name:lYL ------ Date:A, —' EIFS Restoration-Waterproofing•Caulking®Coatings*Structural Restoration Applied Restoration CHANGE ORDER REQUEST ATTN: 0 OFFICE FAX: 0 JOB FAX: job fax Project: Tigard City Hall Contractor: ARI COR# 14 GC Job.#: Prepared by: LR Reference#'s: Weather Protection at Canopy Date: 10122/14 Description: DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $65/HR $ Sheetrock 0 $651HR $ Canopy Construction 18 $65/HR $ 1,170.00 Canopy Demo 3 $651HR $ 195.00 Finish 0 $65/HR $ Sealants 0 $65/HR $ Demolition 0 $65/HR $ Stocking&Cleanup 1 $65/HR $ 65.00 Trucking(includes Driver&Truck) 0 $85.00/HR $ _ Coordination/Layout 1 $68/HR $ 68.00 Project Management 0 $75.00/1-IR $ Overtime Rate(Premium Only) 0 $25.00/HR $ Double Time(Premium Only) 0 $48.00/1-113 $ Safety Meetings 0.00 $65/HR $ 23 TOTAL LABOR COST $ 1,498.00 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0 $1,430.00 $ Small Tools 0 $1,430.00 $ Scaffold Rent 0 $225.00 $ Rental Lifts 0 $0.00 $ TOTAL EQUIPMENT RENT $ 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consumables 0 $1,498.00 $ Sealant 0 $11.00 $ Detail Mesh 0 $27.00 $ EIFS Base 0 $54.00 $ PVClplastic/clamps 1 $250.84 $ 250.84 4.SUB-SUBCONTRACTORS TOTAL MATERIALS $ 250.84 Quote PRICE TOTAL $0.00 $0.00 $0.00 Thank you for your attention to this change. SUBTOTAL $1,748.84 Please call with any questions. OVERHEAD @10% Sincerely, Profit Q 6% $ 1 96.88 $ 98.19 BOND EXPENSE @.016 >) 30.30 TOTAL CHANGE VALUE _ $2,050.21 TOTAL CHANGE ORDER REQUEST $ 2,050.00 Project Manager SCHEDULE IMPACT IN MAN DAYS - 1 130 Industry Drive 3562 Grove Street Tukwila,WA 98188 Lemon Grove, CA 91945 I Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 October 6, 2014 Oh planning+design, architecture Attention: Deb France,AIA 115 NW 1St Avenue, Suite 300 Portland, OR 97209 RE: City of Tigard, City Hall,Police, and Permit Center Re-skin CIP —2014-91013 Change Order Request No. 13 At your request, Applied Restoration, Inc. hereby submits this change order request to furnish and install new metal coping atop canopy parapet. Applied Restoration, Inc.,hereby submits this proposal to perform the above-described work for the sum of$1,241.00, and requests that one (1) calendar day be added to the contract for its performance. If this Change Order Request meets with your approval and you wish Applied Restoration, Inc. to proceed with the work encompassed herein, please execute and return to ARI on or before October 10, 2014; the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was $ 985,825.00 Net change by previously authorized change orders $ 5,810.00 Contract sum prior to this change order request $ 991,635.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$1,241.00,to be included $ 1,241.00 within Phase 1 of the project,thereby increasing the scheduled value of Phase 1 from$542,367.00 to $543,608.00 The contract sum, including a change order resulting from this request, will be $ 992,876.00 Respectfully submitted, Leigh Reg EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration - 1130 Industry Drive 3562 Grove Street Tukwila,WA 98188 Lemon Grove, CA 91945 I Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#13 Page 2 Not Valid Until Signed by the Architect,(Contractor, and Owner Architect(Firm Name): LP-S A Address: �q-o NW DA-vis sT. 1*300 By(Signature): A,iz:: Typed or printed name: � t` Date: f! c-fOF -py-'A Owner(Firm Name): Address: ( � �ti'� C��l �� -n A By Typed or printed name: Date: /0 Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwila WA 98188 By(Signature): Typed or printed name: Date: /0/1,12' -1,,l EIFS Restoration-Waterproofing•Caulking-Coatings-Structural Restoration 1 130 Industry Drive 3562 Grove Street I Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 October 6, 2014 Oh planning+design,architecture Attention: Deb France, AIA 115 NW 1St Avenue, Suite 300 Portland, OR 97209 RE: City of Tigard, City Hall, Police, and Permit Center Re-skin CIP-2014-91013 Change Order Request No. 12 At your request, Applied Restoration, Inc. hereby submits this change order request to repair the exterior of the Permit Center kitchen door;prep,prime and paint the exteriors of three doors (Permit Center kitchen door and doors at utility rooms at west and east sides of the courtyard with Sherwin-Williams Sher-Cryl High Performance Acrylic,color to match Cool Weathered Copper);�-e--wsh-and-paiR(we-coag;Shw-win-W411i -s--R-e 4ionGe-Exterior--L--atex-F4at, colotatt �rgi C-aia�ian-4-5��tlie-c1�bis�i -�r�cica �ar�fee-atd�e-eves#-algia#ien-of-the Printer; and install EIFS system at former book depositories in the main-entry area. Applied Restoration, Inc., hereby'submits this proposal to perform the above-described work for the sum ofS244. +0, and requests that two (2) calendar days be added to the contract for its performance. If this Change Order Request meets with your approval and you wish Applied Restoration, Inc. to proceed with the work encompassed herein, please execute and return to ARI on or before October 10, 2014; the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was $ 985,825.00 Net change by previously authorized change orders $ 5,810.00 Contract sum prior to this change order request 4 0- $ 991,635.00 The contract sum, if this change order request result�in a change order, will be increased in the amount of$4,-44-8-%,to be included $ 2,418.00 within Phase 1 of the project,thereby increasing the scheduled 1 + value of Phase 1 from$542,367.00 to J$3 83-00, The contract sum, including a change order resulting from this request, will be Respec lly submitted Leigh Regan EIFS Restoration-Waterproofing•Caulking-Coatings-Structural Restoration - 1130 Industry Drive 3562 Grove Street Tukwila,WA 98188 Lemon Grove, CA 91945 I Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc, OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#12 Page 2 Not Valid Until Signed by the Architect, Contractor, and Owner Architect(Firm Name): Ln_'-, A p_c� itecTs Address: -7 20 By(Signature): " Typed or printed name: P&r6 - �1 bGV Date: / 0 - I S v l 6 Owner(Firm Name): Address: it 125- By 2 By(Signatur� Typed or printed name: I ne- Date: 4- Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwil WA 98188 By(Signatur Typed or printed name: CP Date: 10/6 / 2,6 EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration City of Tigard CONTRACT CHANGE ORDER #11 13125 SW Hall Blvd. Tigard,Oregon 97223 Phone- (503) 639-4171 AMENDMENT SUMMARY FORM Fax- (503) 684-7297 Nvy,-w.ti rd-or. ov Project Title: City Hall, Police, Permit Center Exterior Project Manager: ILitn McMillan Restoration Contractor: Applied Restoration, Inc. Original Contract#:CP15003 Effective Dates: 8/5/14 Chane Order/Amendment Amount: $3,318 Accounting Strip :400-8000-56005-91013-130 Amendment Percentage Running Total: .3% AMENDMENT DETAILS Relocate existing electrical conduit located above the canopy. CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Original Contract 985,825 Chane Orders 1 — 10 10/15/14 5,810 Chane Order 11 this 3,318 Chane Orders 12— 13 10/15/14) 3,019 NEW CONTRACT TOTAL 997,972 REASONING FOR CHANGE ORDER/A IENDMENT The conduit was in the way of the construction of the new canopy. REQUESTING PROJECT MANAGER APPROVING CITY STAFF Si nature Si ature Date Dare Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for the work. The unit pricing in the original contract shall apply to Signature all additional work. A copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed the project's FY budget. F Date - 1130 Industry Drive 3562 Grove Street n Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 November 11, 2014 Oh planning+design,architecture Attention: Deb France,AIA 115 NW 18`Avenue, Suite 300 Portland,OR 97209 RE: City of Tigard,City Hall,Police,and Permit Center Re-skin CIP—2014-91013 Change Order No. 11 The scope of work included within CCD 03 and COR 411 ("Relocate existing electrical conduit located above the canopy...")has been completed. Applied Restoration, Inc.,hereby submits this change order in the amount of$3,318.00 for performance of the above-described work,and requests that zero (0) calendar days be added to the contract. Please execute and return to ARI on or before November 21,2014. The original contract sum was $ 985,825.00 Net change by previously authorized change orders $ 8,829.00 Contract sum prior to this change order $ 994,654.00 The contract sum will be increased by the amount of$3,318.00,to be included $ 3,318.00 within Phase 1 of the project,thereby increasing the scheduled value of Phase 1 from $545,386.00 to $548,704.00 The contract sum,upon execution of this change order will be $ 997,972.00 Respectfully submitted, Marci Taylor EIFS Restoration-Waterproofing*Caulking*Coatings•Structural Restoration ® 1130 Industry Prive 3562 Grove Street n . Tukwila,WA 9 188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order#11 Page 2 Not Valid Until Signed by the Architect,Contractor,and Owner Architect(Firm Name):,._4-�, 4,6 0 tT6— Address:__I V NW DAV►s st: too POP-tL-AND dP- By(Signature):__ Typed or printed name: �- L. y O Date: Owner(Firm Name): Address: 1 rzs Sint � gLv By(Signature),.-- Typed Signatre,):Typed or printed name:-Aa a V4-'ka. W l ham___ Date: 1t- 2-4-- 2-0 L't- Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwila,WA 98188 By(Signature): Typed or printed name:Bara f(/ fJJJ // Date:. EIFS Restoration,Waterproofing Caulking•Coatings*Structural Restoration Applied Restoration CHANGE ORDER REQUEST ATTN: 0 OFFICE FAX: 0 JOB FAX: Job fox Project Tigard City Hall Contractor: ARI COR N C.O.#11 GC Job.0: Prepared by: LR Reference Ac's: CCD 03,COR#11-relocate conduit a canopy,etc. Date: 11111114 Description: DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $651HR $ Sheetrock 0 $65/HR $ 0 $65/HR $ Demo 0 $65/HR $ Finish 0 $65/HR $ Sealants 0 $651HR $ Demolition 0 $66/HR $ Stocking&Cleanup 0 $66/HR $ Trucking(includes Driver&Truck) 0 $85.00/HR $ Coordination/Layout 1 $76.00/HR $ 75.00 Project Management 1.5 No Charge $ Overtime Rate(Premium Only) 0 $26.00/HR $ Double Time(Premium Only) 0 $48.001HR $ Safety Meetings 0.00 $6511-111 $ 2.5 TOTAL LABOR COST 76.00 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0 $0.00 $ Small Tools 0 $0.00 $ Scaffold Rent 0 $225.00 $ Rental Lifts 0 $0.00 $ TOTAL EQUIPMENT RENT $ 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consumables 0 $75.00 $ Sealant 0 $11.00 $ Detail Mesh 0 $27.00 $ EIFS Base 0 $54.00 $ PVC/plastic/clamps 0 $250.84 $ $ 4.SUB-SUBCONTRACTORS TOTAL MATERIALS Y" PRICE TOTAL Quote Frahler Electric $2,766.00 $0.00 _,755.00 Thank you for your attention to this change. SUBTOTAL $2,880.00 Please call with any questions. OVERHEAD a 10% $ 288.00 Sincerely, Profit a 5% $ 155.85 BOND EXPENSE 0.015 $ 49.03 TOTAL CHANGE VALUE $8,817.68 TOTAL CHANGE ORDER REQUEST $ 8,818.00 Project Manager SCHEDULE IMPACT IN MAN DAYS 0 City of Tigard Re-Skin COR Subcontractor Breakdown Summary Project Name:Viewpoint TI CORN 3 —� Project No. FEC#72338 Source Documents: Date: 11/10/2014 Contractor: Frahler Electric i Contractor Ref.No. 1 Description: Provide T&M work to relocate conduits above canopy,Please sap attached dally material and labor sheets(5-total) j 1. DIRECT CRAFT LABOR COST(from attached cost breakdown form) 2,038.00 t a.crew(apprenttcee,journeymen,'&-laborers) I$ — 1,741.501 b,foreman c.lead foreman DIRECT LABOR SUBTOTAL $_ 1,741.50 Labor Markups — - Supervisinn markup should be zero It any d.direct supervision(NTE 1151/6 of 1s) IS _ 281,23 j foraroan Ihne is included In direct labor costs. e.safety(NTE 2%of lines 1a,b,&c) ($ 34.831 2. MATERIAL COST(from attached cost breakdown form) $ 14400J 3. EQUIPMENT COST(from attached cost breakdown form) 66.00 4. SMALL TOOLS(NTE 5%of 1 a&b) $ $7.00--__7 _ -- --- -- --�.---- - - I SUBTOTAL 1 thru 4 S 2,335.00 15. OVERHEAD&PROFIT 4 2 1). .0 1 a.NTE 18%portion of 1,2,3,&4 up to$50,000 Is 42030. b.NTE 10%portion of 1,2,3,&4 In excess of$50,000 is --u---------—— -- )6. SUB-TIER SUBCONTRACTORS -- b.i ------- - _— i$ --_ $- 7. OVERHEAD&PROFIT ON SUB-TIER SUBCONTRACTORS a.NTE 8%of Line 6 up to$50,000 for each sub b.NTE NTE 5%of Line 6 in excess of$50,000 for each sub $ 8. INSURANCE - $ a.payroll driven liability Insurance i g'.of 1 $ - `— b.volume driven liability Insurance of 1-7 $ - - --- 9. 50NDING Form Revised 12/1120D9 TOTAL COST $ 2.755.001 cotcorM3.rcls Page�of Pdnled 111111/2014 COR Cost Breakdown Project Name:City od Tigard Re-Skin COR# 3 Project No.FEC#72339 4 Contractor: Frehler Electric Date: 11110/411 Contractor 11101201Contractor Ref.No. Description Ouantily Unit Labor Material equipment Tolal Type Unit$ Cost Unit$ Coal Unit$ Cost Cost Electrician Labor 21.5 ea $61.00 $ 1,741.50 $ $ $ 1,741.50 Material-See Attached 1 101 $ - $143.94 $ 143.94 $ $ 143.94 $ $ $ $ Truck 22 ea $ $ $3.00 $ 66.00 $ 6E.OD $ $ i $ $ $ $ - is $ -- — $ $ i$ $ $ —-- — is $ $ i -- $ $ $ $ i $ - I$ $$ - $ --`� $ I $ — . - I$ $ - $$ - -- - -- —;$- - $ I$ $ — S - -- -- - ---- - ----------- I gI - -- — — s• —I $ $ $ G $ I ! I$ i$ —_ $ -- --- --- $ i - $ ----�- $ $ $ $- $ $ $ $ FreighUDe11very Costs - I'- -- ,--� $ $ Subtotal $ 1,741.50 $ 143.94 $ -: 66.00 $ 1,951.44 Foreman - $ - Foreman Lead Foremen -- -.Lead Foreman $- - $ $ Total Cost of Work Fd rAlsed W112009 $ 1,741.60 f I$ 143.94 $ 66.00 $ 1,951.44 00tcdr93.115 Page 9-- r Primed 1 tl1e/2014 FRAHLER ELECTRIC COMPANY 11860 S.W. Greenburg Road,Tigard, Oregon 97223 PHONE(503)639-4627•FAX(503)639-4673 CCB#37410 DAILY LABOR AND MATERIAL VOUCHER BILL TO: 'CNAI '-` h�� .,i, 1 t�,,� Date Customer's Order No. Our Job No. Description of Work Done: �?h-c;.� r 1 i� r f7r (��-I L ti i{• +x i t e ti ;� oaf �• '��i t i ,ti t,' �c; �,,�L r�;,.,is NUM- STRAIGHTTIME PREMIUM TOTAL LABOR: BER CLOCK HOURS TIME HOURS RATE OFFICE USE ONLY FOREMAN JOURNEYMAN JOURNEYMAN JOURNEYMAN JOURNEYMAN APPRENTICE APPRENTICE TOTAL LABOR MATERIAL: PURCHASE DUAN- ORDER NO. TIIY DESCRIPTION OFFICE USE ONLY TOTAL MATERIAL MISCELLANEOUS: OFFICE USE ONLY TOTAL MISCELLANEOUS AIJTF dlRI D/ND APpk)VED BY FIRAQ: "f. BY: IMPORTANT. This order must be signed or other authorization attached. TOTAL WHITE-SIGN&RETURN ORIGINAL TO CONTRACTOR YELLOW-CUSTOMER COPY PINK-CONTRACTOR FRAHLER ELECTRIC COMPANY 1, ` 11860 S.W.Greenburg Road, Tigard, Oregon 97223 �- PHONE (503)639-0627• FAX(503)639-4673 CCB#197172 DAILY LABOR AND MATERIAL VOUCHER,,r / BILL TO: cPP4/ (7 I��ST�1 a 1'/0(� 1�}�, -- - Date 6c+ 2 1,, 2-6t Customer's Order No. Our Job No. Cicscri�:iil_:n of Work Done: NUM. STRAIGHTTIME PREMIUM TOTAL LABOR: BER CLOCK HOURS TIME HOURS RATE OFFICE USE OIJLY FOREMAN JOURNEYMAN JOURNEYMAN JOURNEYMAN JOURNEYMAN APPRENTICE APPRENTICE TOTAL LABOR MATERIAL: PURCHASE OUAN- ORDER NO. TrTY DESCRIPTION OFFICE USE ONLY pr pVC - -- v TOTAL MATERIAL MISCELLANEOUS: OFFICE USE ONLY TOTAL MISCELLANEOUS j� AUTHORIZED AND APPROVED BY FIRM: B1': IMPORTANT: This order must be signed or i ter authorization attalch,.ed.� TOTAL ...... ..,., �........T��.,T.,r, ..� .r:�.� .aio--ornov rnniv r'nnITDArTnG FRAHLER ELECTRIC COMPANYM SE 11860 S.W. Greenburg Road, Tigard, Oregon 97223 PHONE(603)639-4.627•FAX(603)639-4673 CCB#37410 DAILY LABOR AND MATERIAL VOUCHER BILL TO: l`y_i ��- ��u�o _ Date Customer's Order No, Our Job No.—/-ri-�—l' Description of Work Done: porJ�- NUM- STRAIGHTTIME PREMIUM TOTAL LABOR: BER CLOCK HOURS TIME HOURS RATE OFFICE USE ONLY FOREMAN JOURNEYMAN JOURNEYMAN JOURNEYMAN JOURNEYMAN APPRENTICE APPRENTICE TOTAL LABOR MATERIAL: PURCHASE DUAN- ORDER NO, TITY DESCRIPTION OFFICE USE ONLY TOTAL MATERIAL MISCELLANEOUS: OFFICE USE ONLY TOTAL MISCELLANEOUS AUTHORIZED AND APPROVED BY FIRM: y4j291e IMPORTANT this order must be signed or o[he thorization attached. TOTAL s-/7 - -- WHITE-SIGN&RETURN ORIGINAL TO CONTRACTOR YELLOW-CUSTOMER COPY PINK-CONTRACTOR FRAHLER ELECTRIC COMPANY 11860 S.W. Greenburg Road, Tigard, Oregon 97223 PHONE(503)639-1627 a FAX(503)639-4673 CCB #37410 DAILY LABOR AND MATERIAL VOUCHER -t�!)A Date Customer's Order No. Our Job No. Description of Work Done: ;;t r u (0 It dl,,,' \ yu\l\ NUM- STRAIGHTTIME PREMIUM TOTAL LABOR: BER CLOCK HOURS TIME HOURS RATE OFFICE USE ONLY FOREMAN JOURNEYMAN '-6 Tj JOURNEYMAN JOURNEYMAN JOURNEYMAN APPRENTICE APPRENTICE TOTAL LABOR MATERIAL: PURCHASE DUAN- ORDER NO. TRY DESCRIPTION OFFICE USE ONLY TOTAL MATERIAL MISCELLANEOUS: OFFICE USE ONLY TOTAL MISCELLANEOUS i AUTO )EED AND APPROVED BY `1-(�;lj, l l t FIRM: / `'✓/ IMPORTANT This order must be signed or other authorization attached. TOTAL WHITE-SIGN&RETURN ORIGINAL TO CONTRACTOR YELLOW-CUSTOMER COPY PINK-CONTRACTOR FRAHLER ELECTRIC COMPANY 11860 S.W.Greenburg Road, Tigard, Oregon 97223 PHONE(503)639-4627• FAX(503)6394673 CCB#37410 DAILY LABOR AND MATERIAL VOUCHER BILL TO: �il�' ! �`?�'ItO�U�* ii11� w... Date Customers Order No. Our Job No. Description of Work Done: , { p f`,1\�G� \ (��_,t �)l•-�� l i.�,� .. �i.+{� t�L O'w ltii�'-•�� tr.c'�� c.cl:1 I NUM- STRAIGHTTIME PREMIUM TOTAL LABOR: BER CLOCK HOURS TIME HOURS RATE OFFICE USE ONLY FOREMAN --- JOURNEYMAN JOURNEYMAN _ JOURNEYMAN JOURNEYMAN APPRENTICE APPRENTICE TOTAL LABOR MATERIAL: PURCHASE OUAN- ORDER NO. TrrY DESCRIPTION OFFICE USE ONLY � 14 ,C/o �f.19 _ "{:?`✓,•' .�_ !�,-�d,,,U 1 . r � Gr-i �r h �,�_ X2.5 '[ .vu Y,-( TOTAL MATERIAL MISCELLANEOUS: OFFICE USE ONLY TOTAL MISCELLANEOUS THOf�1ZE' AND APPROVED 8Y 1fAJ'�dt "'I t'I: `tiff FIRM: �} �" ' 4 'r BY: /c f IMPORTANT: This order must be signed or other authorization attached TOTAL WHITE—SIGN&RETURN ORIGINAL TO CONTRACTOR YELLOW=CUSTOMER COPY PINK—CONTRACTOR DESIGN WITH INTEGRITY ARCHITECTURE 720 NW Davis 503.221 1121 s Suite 300 503.221 2077E CONSTRUCTION CHANGE DIRECTIVE Portland OR 97209 www Irsarchitects.com Project Name: Tigard City Hall Re-skin Project Number: 213060 CCD Number: Owner: City of Tigard Date: October 2, 2�4 Contract For: Construction Contract Dated: July 24, 2014 To: Applied Restoration, Inc. Distribution: Larry White,ARI 1130 Industry Drive Deb France, OH Tukwilla, WA 98188 Kim McMillan, Tigard Ygu are hereby directed to make the following change(s)in this Contract Description: Reference COR#11. Relocate existing electrical conduit located ahove the canopy. Relocate conduit to the existing unistrut located higheron the parapet wall. Install temporary power if necessary to keep circuits operating.Remove irrigation control wiring through the roof, reinstall tlirough the waH, Existing large conduit to remain on the wall. Attachments: none PROPOSED ADJUSTMENTS 1 The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: ❑ Lump Sum(increase)(decrease)of$ ❑ Unit Price of$ per ❑ as provided in Subparagraph 7.3.6 of AIA Document A201,2007 edition. V as follows: -r//4e 8 114 G -r"c�-&D W 1- M Cot- 411. 2. The Contract Time is proposed to(be adjusted)(remain unchanged). The proposed adjustment,if any,is (an increase of days)(a decrease of days). When signed by the Owner and Architectural Representative and received by the Signature by the Contractor Indicates Contractor,this document becomes effective IMMEDIATELY as a Construction the Contractor's agreement with the Change Directive(CCD),and the Contractor shall proceed with the change(s) proposed adjustments in Contract Sum described above. and Contract Time set forth in this Construction Chan a Directive. LRS Architects, Inc. City of Tigard Applied Restoration, Inc 720 NW Davis Street 13125 SW Hall Blvd. 1130 Industry Drive Suite 300 Tigard, OR 97223 Tukwilla,�W. A 98188 Portland, OR 97209 4� By- By_ Date: I O,C)?, I = Date: Date: r—s ARCHITECTS - 1130 Industry Drive 3562 Grove Street n Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fox:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 September 29, 2014 Oh planning+design,architecture Attention: Deb France,AIA 115 NW 1"Avenue, Suite 300 Portland, OR 97209 RE: City of Tigard,City Hall,Police,and Permit Center Re-skin CIP—2014-91013 Change Order Request No. 11 Applied Restoration,Inc. hereby submits this change order request to investigate,relocate, and save off existing conduit currently installed above canopy;install temporary power across canopy,if necessary,to keep circuits in operation;relocate conduit to unistrut located approximately three feet above existing canopy;remove irrigation wiring installed through roof, reroute and reinstall through wall(wiring is assumed to be irrigation wiring);repair installed double-strapped conduit. Existing large conduit is to remain. The price quoted below excludes permitting;if permit(s)are required(to be determined),there will be an additional charge for permitting. Applied Restoration,Inc., hereby submits this proposal to perform the above-described work for the sum of$5,197.00,and requests that zero (0) calendar days be added to the contract for its performance. If this Change Order Request meets with your approval and you wish Applied Restoration, Inc. to proceed with the work encompassed herein, please execute and return to ARI on or before October 2,2014; the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was $ 985,825.00 Net change by previously authorized change orders $ 5,810.00 Contract sum prior to this change order request $ 991,635.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$5,197.00,to be included $ 5,197.00 within Phase 1 of the project,thereby increasing the scheduled value of Phase 1 from$542,367.00 to$547,564.00 The contract sum, including a change order resulting from this request, will be $ 996,832.00 Respectfully submitted, C Leigh Regan EIFS Restoration-Waterproofing•Caulking-Coatings-Structural Restoration m1130 Industry Drive 3562 Grove Street an � Tukwila,WA 98186 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. aR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#11 Page 2 Not Valid Until Signed by the Architect,Contractor,and Owner Architect(Firm Name):__ Address: By(Signature): Typed or printed name: Date: Owner(Firm Name): Address- By(Signature): Typed or printed name: Date: Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwila,WA 98188 / t By!Si6maturelji_ 1 St / L- - Typed or printed name: Date: € , EIFS Restoration*Waterproofing-Caulking-Coatings•Structural Restoration Applied Restoration CHANGE ORDER REQUEST ATTN: 0 OFFICE FAX: 0 JOB FAX: Job fax Project Tigard City Hall Contractor. ARI CORN Reference 11 G erenceJob,1: Prepared by: Lregan We; 09129/14 Description: Conduit above canopy DIRECT COST 1.LABOR MAN HRS RATE TOTAL Framing 0 $661HR $ Shestrock 0 $651HR $ WRB 0 EIFS $65/HR $ . Finish 0 $65/HR $ Sealants 0 $65/HR $ 0 $651HR $ Demolition 0 $65/HR $ Stocking&Cleanup 0 $65/HR $ Trucking(Includes Driver&Truck) 0 $85.00/HR $ Coordination 1 Layout 0 $68/HR $ Project Management 0 $75.00/HR $ Overtime Rate(Premium Only) 0 $25,00/HR $ Double Time(Premium Only) 0 $48.001HR $ Safety Meetings 0.00 $651HR $ 0 TOTAL LABOR COST s 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0 $0.00 $ Small Tools 0 $0.00 $ Scaffold Rent 0 $225.00 $ Rental Lifts 0 $0.00 $ TOTAL EQUIPMENT RENT 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0 $0.00 $ Sealant 0 $11.00 $ Detail Mesh 0 $27.00 $ EIFS Base 0 $64.00 $ 0 $0.00 $ $ 4.3U6-SUBCONTRACTORS TOTAL MATERIALS Quote PRICE TOTAL Frahler's COR#02 $4,433.00 $4,433.00 Thank you for your attention to this change. SUBTOTAL Please call with any questions. OVERHEAD Q 10% $4,493.00 Sincerely, Profit Q 6% $ 443,30 BOND EXPENSE $ 243.82 x.015 $ 76.80 TOTAL CHANGE VALUE $5,196.92 TOTAL CHANGE ORDER REQUEST $ 5,197.00 Project Manager SCHEDULE IMPACT IN MAN DAYS 0 FRAHLER ELECTRIC COMPANY 11860 S.W.Greenburg Road Tigard, Oregon 97223 Office 503 639-4627 Fax 503 636-4673 CHANGE ORDER REQUEST# 02 PROJECT: City of Tigard Re-Skin DATE: September 29,2014 JOB#: 72508 Prepared By: Dan Petrin REQUEST COR #2 DESCRIPTION : 1)Investigate,relocate,save off existing conduit currently install above canopy.install temporary power across canopy if necessary to keep circuits in operation.Relocate conduit to"unistrut"located approx 3'above existing canopy.2)Remove irrigation wiring installed through roof, re-route and reinstall through wall.(I assume it's irrigation)3)Repair illegally install double strapped conduit. Existing large conduit to remain.See attached pictures. F.E.C.Construction Cost Amount LaborJW 36 hr. $98.00 $3,528 Labor FM 0 hr. $114.00 $0 Labor AP 0 hr. $85.00 $0 Material $650.00 15% $98.00 $747 trk,dwgs,pei $138.00 15% $21.00 $158 Fixtures $0.00 15% $0.00 $0 F.E.C.Total $4,433 Sub Contractors Cost Amount Subcontractor Total $0 The cost of this change includes only the direct costs which can Subtotal $4,433.00 be identified at this time. Should it be determined at a later date Sub Contractor $0.00 that we are experiencing impact costs because of multiple changes,delays or other causes beyond our control,we will TOTAL submit those costs at that time. $4,433.00 G.C.Authorized Signature: Date: F.E.C.Authorized Signature: Date: C0tcor#2.x1s - 1 130 Industry Drive 3562 Grove Street Tukwila,WA 98188 Lemon Grove,CA 91945 I Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration inc, OR#164713 WA#APPLIR1950PD CA#759308 September 22, 2014 Oh planning+design, architecture Attention: Deb France,AIA 115 NW 1St Avenue, Suite 300 Portland, OR 97209 RE: City of Tigard,City Hall,Police, and Permit Center Re-skin CIP—2014-91013 Change Order Request No. 10 Applied Restoration, Inc. hereby submits this change order request for repair of existing deteriorated plywood at the sheet metal roofs of the Permit Center as directed in the response to RFI No. 11. Repair work was performed on September 12, 2014. Applied Restoration, Inc., hereby submits this change order request for performance of the above-described work for the sum of$442.00, and requests that one (1) calendar day be added to the contract for its performance. If this Change Order Request meets with your approval, please execute and return to ARI on or before September 25, 2014. The original contract sum was $ 985,825.00 Net change by previously authorized change orders <$ 633.00> Contract sum prior to this change order request $ 985,192.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$442.00, to be included $ 442.00 within Phase 1 of the project,thereby increasing the scheduled value of Phase 1 from $535,924.00 to $536,366.00 The contract sum, including a change order resulting from this request, will be $ 985,634.00 Respectfully submitted, Leigh Regan EIFS Rest oration*Waterproofing-Caulking-Coatings-Structural Restoration - 1130 Industry Drive 3562 Grove Street I Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIRI950PD CA#759308 Change Order Request#10 Page 2 Not Valid Until Signed by the Architect, Contractor, and Owner Architect(Firm Name): Address: By(Signature): Typed or printed name: r � f Ifl Date: q^ `-tel Owner(Firm Name): Address: By(Signature): Typed or printed name: LC AIJ Date: Contractor: Applied Restoration,Inc. 1130 Industry Drive I`Awr'1 , WA 98188 By (Signature Typed or printed name: Jel'cy Date: - 2 2 —2-t)1`I EIFS Restoration-Waterproofing*Caulking-Coatings-Structural Restoration Applied Restoration CHANGE ORDER REQUEST ATTN: 0 OFFICE FAX: 0 JOB FAX: job fax Project: Tigard City Hall Contractor. ARI COR# 10 GC Job.#: Prepared by: LR Reference#'s: Response to RFI#11 Date: 09/22/14 repair deteriorated plywood at 2 sheet metal roofs Description: DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $65/HR $ Sheetrock 0 $65/HR $ WRB 0 $65/HR $ EIFS 0 $65/HR $ Finish 0 $65/HR $ Sealants 0 $65/HR $ Demolition 0 $65/HR $ Stocking&Cleanup 0 $65/HR $ Trucking(includes Driver&Truck) 0 $85.00/HR $ Coordination/Layout 0.75 $68/HR $ 51.00 Project Management 0.25 $75.00/HR $ 18.75 Overtime Rate(Premium Only) 0 $25.00/HR $ - Double Time(Premium Only) 0 $48.00/HR $ Safety Meetings 0.00 $65/HR $ 1 TOTAL LABOR COST $ 69.75 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0 $0.00 $ Small Tools 0 $0.00 $ Scaffold Rent 0 $225.00 $ Rental Lifts 0 $0.00 $ TOTAL EQUIPMENT RENT - 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0 $69.75 $ Sealant 0 $11.00 $ Mesh 0 $31.00 $ EIFS Base 0 $54.00 $ Fasteners(N/C-use from CO#4) 0 $0.00 $ _ 4.SUB-SUBCONTRACTORS TOTAL MATERIALS $ PRICE TOTAL Quote Harver Company invoice $307.00 $0.00 $307.00 Thank you for your attention to this change. SUBTOTAL $376.75 Please call with any questions. OVERHEAD @ 10% 68 Sincerely, Profit Q 5% $ 37. $ 20.7272 BOND EXPENSE @.015 $ 6.53 TOTAL CHANGE VALUE $441.67 TOTAL CHANGE ORDER REQUEST $ 442.00 Project Manager SCHEDULE IMPACT IN MAN DAYS 1 / C 0 M PA Job Name:Tigard City Hall Date:9/12/2014 Location: Description of Change:Roof Repairs @ Gable Ends Reference Change: Estimate# 1 Labor Description Labor Rate Hours Units Total Supervision $ 76.89 $ Carpenter Roof Repair $ 73.95 4 $ 295.80 Carpenter $ 73.95 $ - Car enter $ 73.95 $ Tapers $ 73.95 $ Tapers $ 73.95 $ Tapers $ 73.95 $ Time and 112 added to base $ 26.75 $ Double time added to base $ 54.22 $ Clean u $ 58.76 $ Delivery $ 125.00 $ Total Labor $ 295.80 Material Description Cost QUaDtity Unit Total 2x6x8 $ 10.00 1 $ 10.00 $ $ $ $ $ $ $ $ $ $ $ $ Fasteners $ Total Material $ 10.00 Tools and Equipment Dum ster $ $ Trucldn $ $ Safety Equipment $ $ Scissor lift $ $ Scaffold $ $ $ Total Tools and Eq ui rnent $ Cost Summar Labor Cost $ 295.80 Material and Equipment Cost $ 10.00 Mark up on Matz&Equipment 15'%, 1.50 TOTAL COST $ 307 - 1 130 Industry Drive 3562 Grove Street I Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 September 22, 2014 Oh planning+design, architecture Attention: Deb France, AIA 115 NW 1St Avenue, Suite 300 Portland, OR 97209 RE: City of Tigard, City Hall, Police, and Permit Center Re-skin CIP—2014-91013 Change Order Request No. 9 Applied Restoration, Inc. hereby submits this change order request to mechanically attach EIFS and sheathing,and apply new EIFS base and finish coats to match existing EIFS finish,at two locations at Permit Center and City Hall entries as indicated in Sound Exterior Inspections, LLC's Third Party Inspection Report(September 11,2014,page 7 of 12, "EIFS and sheathing need to be mechanically attached to CMU substrate at 1' vertically and 16"horizontally(E5-E6, H5-H6)")and the response to RFI No. 12. Applied Restoration, Inc., hereby submits this proposal to perform the above-described work for the sum of$1,617.00, and requests that one (1) calendar day be added to the contract for its performance. If this Change Order Request meets with your approval and you wish Applied Restoration, Inc. to proceed with the work encompassed herein, please execute and return to ARI on or before September 25, 2014; the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was $ 985,825.00 Net change by previously authorized change orders <$ 633.00> Contract sum prior to this change order request $ 985,192.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$1,617.00, to be included $ 1,617.00 within Phase 1 of the project,thereby increasing the scheduled value of Phase 1 from $535,924.00 to $537,541.00 The contract sum, including a change order resulting from this request, will be $ 986,809.00 Respectfully submitted, Leigh Regan EIFS Restoration-Waterproofing*Caulking-Coatings-Structural Restoration - 1130 Industry Drive 3562 Grove Street I Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#9 Page 2 Not Valid Until Signed by the Architect, Contractor, and Owner Architect(Firm Name): Address: By(Signature): Typed or printed name: b(XiM Date: Owner(Firm Name): Address: By(Signature): Typed or printed name: � " Z Date: fi 1 P t �''( t Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwil�i..WA 98188 By(Signature) ^_r Typed or printed name; Date: - 22 ' G ( EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration Applied Restoration CHANGE ORDER REQUEST ATTN: 0 OFFICE FAX: 0 JOB FAX: job fax Project: Tigard City Hall Contractor. ARI COR# 9 GC Job.#: Prepared by: LR Reference Ws: Sound Exterior Report#2 Date: 09/22/14 p.7 of 12,and response to RFI#12 Description: DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $65/HR $ Sheetrock 0 $65/HR $ WRB 0 $65/HR $ - EIFS 15 $65/HR $ 975.00 Finish 0 $65/HR $ - Sealants 0 $65/HR $ Demolition 0 $65/HR $ - Stocking&Cleanup 1 $65/HR $ 65.00 Trucking(includes Driver&Truck) 0 $85.00/HR $ - Coordination/Layout 1.5 $68/HR $ 102.00 Project Management 0.5 $75.00/HR $ 37.50 Overtime Rate(Premium Only) 0 $25.00/HR $ - Double Time(Premium Only) 0 $48.00/HR $ Safety Meetings 0.00 $65/HR $ 18 TOTAL LABOR COST 1,179.50 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0 $1,040.00 $ Small Tools 0 $1,040.00 $ Scaffold Rent 0 $225.00 $ Rental Lifts 0 $0.00 $ TOTAL EQUIPMENT RENT $ - 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.025 $1,179.50 $ 29.49 Sealant 0 $11.00 $ - Mesh 2 EIFS Base $31.00 $ 62.00 2 $54.00 $ 108.00 Fasteners(N/C-use from CO#4) 0 $0.00 $ - TOTAL MATERIALS _ 199.49 4.SUB-SUBCONTRACTORS Quote PRICE TOTAL $0.00 $0.00 $0.00 Thank you for your attention to this change. SUBTOTAL $1,378.99 Please call with any questions. OVERHEAD @10% $ 137.90 Sincerely, Profit @ 5% $ 75.84 BOND EXPENSE @.015 $ 23.89 TOTAL CHANGE VALUE $1,616.62 TOTAL CHANGE ORDER REQUEST $ 1,617.00 Project Manager SCHEDULE IMPACT IN MAN DAYS 1 1130 Industry Drive 3562 Grove Street n � Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 September 17, 2014 Oh planning+design, architecture Attention: Deb France, AIA 115 NW 1St Avenue, Suite 300 Portland, OR 97209 RE: City of Tigard, City Hall, Police, and Permit Center Re-skin CIP—2014-91013 Change Order Request No. 8 Applied Restoration, Inc. hereby submits this change order request to remove EIFS, fabricate and install head flashings with end dams,and repair EIFS after installation, at five Permit Center windows,as indicated in Sound Exterior Inspections, LLC's Third Party Inspection Report (August 21,2014/September 2,2014,page 3.1 of 14, "Window head flashings,"and associated Detail Nos. 1 and 2). The five windows are located as follows: Sheet A301,gridline R between 3 and 4; Sheet A402,Detail 4G; Sheet A402,Detail 417; Sheet A402,Detail 4F (OPP); and Sheet A402, Detail 4E. Applied Restoration, Inc., hereby submits this proposal to perform the above-described work for the sum of$2,463.00, and requests that two (2) calendar days be added to the contract for its performance. If this Change Order Request meets with your approval and you wish Applied Restoration, Inc. to proceed with the work encompassed herein, please execute and return to ARI on or before September 22, 2014; the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was $ 985,825.00 Net change by previously authorized change orders <$ 633.00> Contract sum prior to this change order request $ 985,192.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$2,463.00, to be included $ 2,463.00 within Phase 1 of the project, thereby increasing the scheduled value of Phase 1 from $535,924.00 to $538,387.00 The contract sum, including a change order resulting from this request, will be $ 987,655.00 Respectfully submitte Leigh Regan EIFS Restoration-Waterproofing-Caulking-Coatings*Structural Restoration 1130 Industry Drive 3562 Grove Street n � Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#8 Page 2 Not Valid Until Signed by the Architect, Contractor, and Owner Architect(Firm Name):_ Address: ]—� By(Signature): L/ Typed or printed name:. G l L. l a Date: q - Owner(Firm Name): Address: By(Signature): Typed or printed name: 1 U .l1 A) Date: Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwil WA 98188x By(Signature ,zfi•�- Typed or printed name: rC Date: G� 1 EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration Applied Restoration CHANGE ORDER REQUEST ATTN: 0 OFFICE FAX: 0 JOB FAX: job fax Project: Tigard City Hall Contractor. ARI COR# 8 GC Job.#: Prepared by: LR Reference#'s: Sound Exterior Report 1, Date. 09/17 4 p.3.1,"Window head flashings" Description: DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $65/HR $ Sheetrock 0 $65/HR $ WRB 0 $65/HR $ EIFS 10 $65/HR $ 650.00 Finish 0 $65/HR $ Sealants 0 $65/HR $ Demolition 0 $65/HR $ Stocking&Cleanup 0 $65/HR $ Trucking(includes Driver&Truck) 0 $85.00/HR $ - Coordination/Layout 2 $68/HR $ 136.00 Project Management 1 $75.00/HR $ 75.00 Overtime Rate(Premium Only) 0 $25.00/HR $ - Double Time(Premium Only) 0 $48.00/HR $ - Safety Meetings 0.00 $65/HR $ 13 TOTAL LABOR COST $ 861.00 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0 $650.00 $ Small Tools 0 $650.00 $ - Scaffold Rent 1 $225.00 $ 225.00 Rental Lifts 0 $0.00 $ - TOTAL EQUIPMENT RENT 225.00 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.05 $861.00 $ 43.05 Sealant 2 $11.00 $ 22.00 Mesh 1 $31.00 $ 31.00 EIFS Base 0.25 $54.00 $ 13.50 Fasteners 0 $0.00 $ - TOTAL MATERIALS $ 109.55 4.SUB-SUBCONTRACTORS PRICE TOTAL Quote Portland Sheet Metal,fab and install $905.00 $0.00 $905.00 Thank you for your attention to this change. SUBTOTAL $2,100.55 Please call with any questions. OVERHEAD @10% $ 210.06 Sincerely, Profit @ 5% $ 115.53 BOND EXPENSE @.015 $ 36.39 TOTAL CHANGE VALUE $2,462.53 TOTAL CHANGE ORDER REQUEST $ 2,463.00 Project Manager SCHEDULE IMPACT IN MAN DAYS 2 Gm ° Leigh Regan<Iregan@appliedrestoration.com> RE: Tigard City Hall 1 message Jon Pace<jpace@portlandsheetmetal.com> Tue, Sep 16, 2014 at 10:07 AM To: Leigh Regan<Iregan@appliedrestoration.com> Hi Leigh, add$480.00 to this for install.Total$905.00 Thanks Jon 2 From: Leigh Regan [mailto:Iregan@appliedrestoration.com] Sent: Monday, September 15, 2014 3:40 PM To:Jon Pace Subject: Fwd: Tigard City Hall Jon can we get a price for you to fab and install this? It's 5 windows, each window is about 8' long. ----------Forwarded message---------- From:Jon Pace<jpace@portlandsheetmetal com> Date: Fri, Sep 12, 2014 at 10:46 AM Subject:Tigard City Hall To: Leigh Regan<Iregan@appliedrestoration com> Leigh, here is the pricing you requested to fabricate the 5 window head flashings with end dams. Total$425.00 delivered to your site Thanks Jon Jon Pace Portland Sheet Metal 10101 SE Brittany Court Clackamas, OR 97015 503 654 8582 Office 503 654 4919 Fax 503 849 9961 Cell - 1130 Industry Drive 3562 Grove Street I Tukwila,WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 September 17, 2014 Oh planning+design, architecture Attention: Deb France, AIA 115 NW 1St Avenue, Suite 300 Portland, OR 97209 RE: City of Tigard, City Hall,Police, and Permit Center Re-skin CIP—2014-91013 Change Order Request No. 7 Applied Restoration, Inc. hereby submits this change order request to repair joints,where necessary, between the base of EIFS system and top brick course,Permit Center only,as indicated in Sound Exterior Inspections, LLC's Third Party Inspection Report(August 21, 2014/September 2,2014,page 3 of 14, "Base of system,"and associated Detail No. 3), approximately 2701.£ Applied Restoration, Inc., hereby submits this proposal to perform the above-described work for the sum of$1,921.00, and requests that two (2) calendar days be added to the contract for its performance. If this Change Order Request meets with your approval and you wish Applied Restoration, Inc. to proceed with the work encompassed herein, please execute and return to ARI on or before September 22, 2014; the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was $ 985,825.00 Net change by previously authorized change orders <$ 633.00> Contract sum prior to this change order request $ 985,192.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$1,921.00,to be included S 1,921.00 within Phase 1 of the project,thereby increasing the scheduled value of Phase 1 from$535,924.00 to $537,845.00 The contract sum, including a change order resulting from this request, will be $ 987,113.00 Respec ly submitted, Leigh Reg. EIFS Restoration*Waterproofing-Caulking•Coatings•Structural Restoration 1130 Industry Drive 3562 Grove Street n � Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#7 Page 2 Not Valid Until Signed by the Architect, Contractor, and Owner Architect(Firm Name): Address: By(Signature): Typed or printed name: C Date: 0(—"n— Owner (-2 —Owner(Firm Name): Address: By(Signature): _ Typed or printed name: C "UCA-4') Date:_ -2C1 � - Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwil WA 98188 By(Signature). t ""Ie -- Typed or printed name: ` '' c /'1 Date: EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration Applied Restoration CHANGE ORDER REQUEST ATTN: 0 OFFICE FAX: 0 JOB FAX: job fax Project: Tigard City Hall Contractor: ARI COR# 7 GC Job.#: Prepared by: LR Reference#'s: Sound Exterior Report 1, Date: 09/16/14 p.3,"Base of system" Description: -' DIRECT COST 1.LABOR MAN HRS. RATE TOTAL Framing 0 $65/HR $ Sheetrock 0 $65/HR $ WRB 0 $65/HR $ - EIFS 16 $65/HR $ 1,040.00 Finish 0 $65/HR $ - Sealants 0 $65/HR $ Demolition 0 $65/HR $ Stocking&Cleanup 0 $65/HR $ Trucking(includes Driver&Truck) 0 $85.00/HR $ - Coordination/Layout 2 $68/HR $ 136.00 Project Management 0.5 $75.00/HR $ 37.50 Overtime Rate(Premium Only) 0 $25.00/HR $ Double Time(Premium Only) 0 $48.00/HR $ Safety Meetings 0.00 $65/HR $ 18.5 TOTAL LABOR COST $ 1,213.50 2.EQUIPMENT&SCAFFOLD RENT DESCRIPTION QUANTITY PRICE TOTAL Safety Expense 0 $1,040.00 $ Small Tools 0 $1,040.00 $ - Scaffold Rent 1 $225.00 $ 225.00 Rental Lifts 0 $0.00 $ - TOTAL EQUIPMENT RENT $ 225.00 3.MATERIALS DESCRIPTION QUANTITY PRICE TOTAL Consummables 0.025 $1,213.50 $ 30.34 Sealant 0 $11.00 $ - Mesh 2 $31.00 $ 62.00 EIFS Base 2 $54.00 $ 108.00 Fasteners(N/C-use from CO#4) 0 $0.00 $ - 4.SUB-SUBCONTRACTORS TOTAL MATERIALS $ 200.34 PRICE TOTAL Quote $0.00 $0.00 $0.00 Thank you for your attention to this change. SUBTOTAL $1,638.84 Please call with any questions. OVERHEAD @10% $ 163.88 Sincerely, Profit @ 5% $ 80.14 BOND EXPENSE @.015 $ 28.39 TOTAL CHANGE VALUE $1,921.25 TOTAL CHANGE ORDER REQUEST $ 1,921.00 Project Manager SCHEDULE IMPACT IN MAN DAYS 2 UfSISN WITH INTEGRITY ARCHITECTURE C 720 NW Davis 503.221.1121 a Suite 300 503.221.2077(l Portland OR 97209 www.irsarchitects.com CONSTRUCTION CHANGE DIRECTIVE Project Number: �'�� 213060 Project Name: Tigard City Hall Re-skin CCD Number: 02 Owner: City of Tigard Date: August 29, 2014 Contract For: Construction Contract Dated: July 24, 2014 Larry White, ARI Distribution: To: Applied Restoration, Inc. Deb France, OH 1130 Industry Drive Kim McMillan, Tigard Tukwilla, WA 98188 Y u herb dire ed to make th f Sow` han s in this C ntra t: Description: Reference Exterior Elevation Drawings and Keynotes 20&22 on detail sheets A501A, A501 B and A501C. As a result of onsite investigation of the existing wall condition, delete the 20 gauge continuous prefinished cap flashing at the top of existing brick veneer. Attachments: none PROPOSED ADJUSTMENTS 1. The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: � L (decrease G o�' utur 3c5 c� E6ct R Lump Sum (increase of$. �1rr� 2,, t,2i i ' r �e ❑ Unit Price of$ per ❑ as provided in Subparagraph 7.3.6 of AIA Document A201,2007 edition. ❑ as follows: 2. The Contract Time is proposed to(be adjusted) (remain unchanged). The proposed adjustment, if any, is (an increase of days) (a decrease of days). When signed by the Owner and Architectural Representative and received by the Signature by the Contractor indicates Contractor, this document becomes effective IMMEDIATELY as a Construction the Contractor'ssed d adjustments agree inert wthhe ct Sum Change Directive(CCD), and the Contractor shall proceed with the change(s) proand Contract Time set forth in this described above. Constructian Chan a Directive. Ci of Tigard Applied Restoration, Inc LRS Architects, Inc. City g 1130 Industry Drive 720 NW Davis Street 13125 SW Hall Blvd. Suite 300 Tigard, OR 97223 Tukwilla, A 98188 LPortlan O 9720 B .` $ : Date: Date: J Date: L r—S ARCHITECTS - 1130 Industry Drive 3562 Grove Street n Tukwila,WA 98188 Lemon Grove,CA 91945 m Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 September 8, 2014 Oh planning+design, architecture Attention: Deb France, AIA 115 NW I"Avenue, Suite 300 Portland, OR 97209 RE: City of Tigard, City Hall, Police, and Permit Center Re-skin CIP—2014-91013 Change Order Request No. 5 Applied Restoration, Inc. hereby submits this change order request to furnish and install, as indicated in Architect's response to Submittal#9, a new Kawneer 451 Dark Bronze Anodized front-glaze window frame and sill pan to match and upgrade clear glass to Sungate 500 LowE SolarGray at window in Director's office. Applied Restoration, Inc., hereby submits this proposal to perform the above-described work for the sum of$2,145.00, and requests that three (3) calendar days be added to the contract for its performance. If this Change Order Request meets with your approval and you wish Applied Restoration, Inc. to proceed with the work encompassed herein, please execute and return to ARI on or before September 11, 2014; the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was $ 985,825.00 Net change by previously authorized change orders $ 17,922.00 Contract sum prior to this change order request $1,003,747.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$2,145.00, to be included $ 2,145.00 within Phase 1 of the project,thereby increasing the scheduled value of Phase 1 from$543,094.00 to $545,239.00 The contract sum, including a change order resulting from this request, will be $1,005,892.00 Respectfully Submitted, Leigh Regan EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration - 1 130 Industry Drive 3562 Grove Street I Tukwila,WA 98188 Lemon Grove,CA 91945 Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#5 Page 2 Not Valid Until Signed by the Architect, Contractor, and Owner Architect(Firm Name): I—P�' 0 cA(t6Cj'.5 Address: /V Wr"AV ST By(Signature): ,p + Typed or printed name: ��' Q' L • �?� Date: 9 Owner(Firm Name): OF T(C�,A/Lp Address: � W L L/D By(Signature): �k Typed or printed name: 1 Date: 1� �� Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwvil 'A 98188 By(Signature • ` Typed or printed name: ' Date: EIFS Restoration-Waterproofing•Caulking•Coatings-Structural Restoration DESIGN WITH INTEGRITY ARCHITECTURE 720 NW Davis 503.2211121 a Suite 300 503,221.2077,'.: Portland OR 97209 www.Irsarchitects.com CONSTRUCTION CHANGE DIRECTIVE Project Name: Tigard City Hall Re-skin Project Number: -7 213060 CCD Number: 01 Owner: City of Tigard Date: ugust 29, 2014 Contract For: Construction Contract Dated: July 24, 2014 To. Applied Restoration, Inc. Distribution: Larry White,ARI 1130 Industry Drive Deb France, OH Tukwilla, WA 98188 Kim McMillan, Tigard You are hereby directed to make 1he Eglhowiriq_eta Age(s)in this Contract: Description: Reference East Elevation Drawing 3IA401 and Specification section 07 0145, part 3.3.H, Repair and re-attach the delaminating EIFS on the east elevation from the top reveal to the base of the system. Perform repairs in accordance with EIFS manufacturer's written instructions. Attachments: Email from Sound Exterior Inspections,dated August 28, 2014 PROPOSED ADJUSTMENTS 1 The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: Lump Sum\(increase).,(decrease)of$ /.? "2c, El Unit Price of$ per El as provided in Subparagraph 7.3.6 of AIA Document A201, 2007 edition. 0 as follows: 2. The Contract Time is proposed to (be adjusted) (remain unchanged), The proposed adjustment,if any, is (an increase ----days)(a decrease of days). When signed by the Owner and Architectural Representative and received by the Signature by the Contractor indicates Contractor,this document becomes effective IMMEDIATELY as a Construction the Contractor's agreement with the Change Directive(CCD), and the Contractor shall proceed with the change(s) proposed adjustments in Contract Sum described above. and Contract Time set forth in this Construction Change Directive. LRS Architects, Inc. City of Tigard Applied Restoration, Inc 720 NW Davis Street 13125 SW Hall Blvd. 1130 Industry Drive Suite 300 Tigard, OR 97223 Tukwd1a,.,WA 98188 Part2n 0 9722 `4_ Date: Date: t Date: Wz/Zel V L r—i s ARCHITECTS 90001L000[A XVA V9:00 VTOZ/90/60 Peter Dixon LL1>41 co 1N Subject: FW:Tigard City Hall From: Pamela Black Heck [mailto:pamela(asoundexterior.com] Sent: Thursday, August 28, 2014 8:27 AM To: deb.france(a ohpd.net; Paul Boundy Subject: Tigard City Hall Deb: Per the site visit meeting with Brad Stotts, Dryvit representative, it will be necessary to re-attach the delaminating EIFS on the east elevation from the top reveal to the base of the system. This requires cross-cutting the lamina 16"o.c. horizontally and 12" o.c.vertically, installing windlock mechanical fasteners, pre-spotting the fasteners with Genesis prior to the application of Dryvit standard mesh embedded in NCB. There are various locations around the perimeter that have delamination occurring within the first foot of the base of the system. These areas will require a fastener installed 16 o.c. at the reveal at the base of the system. Please contact me with any questions. Doug Heck Sound Exterior Inspections, LLC PO Box 121 Edmonds WA 98020 206.255.7659 www.soundexterior.com !SIG:53ff4a5645691882716377! i 8000/8000 Xdd V£:00 6TOZ/80/60 1 130 Industry Drive 3562 Grove Street Tukwila, WA 98Lemon Grove, 91945 an Tel: 253-220-845555 Tel:619.433.47011 Fax:253-981-4518 Fax:619.433.4706 applied restoration inc. OR#164713 WA#APPLIR1950PD CA#759308 August 30, 2014 Oh planning+ design, architecture Attention: Deb France, AIA 115 NW I" Avenue, Suite 300 Portland, OR 97209 RE: City of Tigard, City Hall, Police,and Permit Center Re-skin CIP—2014-91013 Change Order Request No. 3 V Applied Restoration, Inc. hereby submits this change order request in the sum of$989.00 to replace two existing exterior lights with Crosstour 20-watt LED fixtures as per the response to RFI #7. If this Change Order Request meets with your approval and you wish Applied Restoration, Inc. to proceed with the work encompassed herein, please execute and return to ARI on or before September 5, 2014; the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was S 985,825.00 Net change by previously authorized change orders S 0.00 Contract sum prior to this change order request S 985,825.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$989.00, to be included S 989.00 within Phase 1 of the project, thereby increasing the scheduled value of Phase I from $525,172.00 to $526,161.00 The contract sum, including a change order resulting from this request, will be S 986,814.00 Respectfully Submitted, Leigh Regan EIFS Restoration-Waterproofing•Caulking-Coatings-Structural Restoration 8000/so n x5'3 VE:00 VTOZ/80/60 1 130 Industry Drive 3562 Grove Street Tukwila,WA 98Lemon Grove, 91945 an Tel: 253-220-845555 Tel:619.433.47011 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WA#APPLIRI950PD CA#759308 Change Order Request#3 Page 2 Not Valid Until Signed by the Architect, Contractor, and Owner Architect(Firm Name):L P-41 P�[t-n;e--I� s Address: -1-LO NW SAW s By (Signature): Typed or printed name: (XON Date: q i Owner(Firm Name): C L-T.-I or ! �?Q Address: 13�ZS SIJ 'Lk� (?>LVD By(Signature):� `� __ Typed or printed name: Km Vtc_p tckAAJ Date: Contractor: Applied Restoration, Inc. 1130 Industry Drive TUlcwlla, 'viTA 98188 By (Signature): Typed or printed name: t �t1- r. Date: lr EIFS Restoration-Waterproofing•Caulking-Coatings-Structural Restoration 8000/9000In XVd VE:00 VTOZ/80/60 1 130 Industry Drive 3562 Grove Street Tukwila, WA 98Lemon Grove, 91945 a r i Tel: 253-220-845555 Tel:619.433.47011 Fax:253-981-4518 Fax:619.433.4706 applied restoration Inc. OR#164713 WAt#APPLIR1950PD CA#759308 August 25, 2014 s Ohlannin +design, architecture p g n g � } Attention: Deb France, AIA 115 NW I" Avenue, Suite 300 Portland, OR 97209 RE: City of Tigard, City Hall, Police, and er Re-skin CIP—2014-91013 Change Order Request No. 2 Applied Restoration, Inc. hereby submits this change order request in the sum of$5,824.00 for an upgrade to LED light fixtures per RFI #3 and adding the two new lights per RFI #2.2. If this Change Order Request meets with your approval and you wish Applied Restoration, Inc. to proceed with the work encompassed herein, please execute and return to ARI on or before August 29, 2014; the total price stated above could vary substantially if this document is not executed by Architect and Owner and returned by the stated date. The original contract sum was $ 985,825.00 Net change by previously authorized change orders $ 0.00 Contract sum prior to this change order request $ 985,825.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$5,824.00 to be included $ 5,824.00 within Phase 1 of the project, thereby increasing the scheduled value of Phase I from $525,172.00 to $530,996.00 The contract surra, including a change order resulting from this request, will be $ 991,649.00 Respectfully Submitted, Leigh Regan EIFS Restoration•Waterproofing-Caulking•Coatings-Structural Restoration 8000/E000[n XVd EE:00 VTOZ/80/60 - 1 130 Industry Drive 3562 Grove Street Tukwila,WA 98188 Lemon Grove,CA 91945 an Tel: 253-220-8455 Tel:619.433.4701 Fax:253-981-4518 Fax:619.433.4706 applled restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#2 Page 2 Not Valid Until Signed by the Architect, Contractor, and Owner Architect(Firm Name):__&P- Address: 12LO[U By (Signature): J Typed or printed name: I_ L Date: Q ` Z j 2- Owner(Firm Name): C s'(`t 0 F J Address:^( i Z f) uj -t't_ By(Signature): _ \ Typed or printed name:_ IC.�'i!GLC �V Date:___ Z — Contractor: Applied Restoration,Inc. 1130 Industry Drive Tukwila, A 98188 f, J! r' By (S1gnature.): ` r', Typed or printed name: ("Al Ad _'.41411 I•_ Date: EIFS Restoration-Waterproofing•Caulking•Coatings-Structural Restoration 9000/V000[M XV9 EE:00 6TOZ/90/60 1 130 Industry Drive 3562 Grove Street n Tukwila, WA 98188 Lemon Grove, CA 91945 - Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 OR#164713 It_ ;#- AAl?RLiR0_50PD CA#759308 applied restoration Inc. -- - —�_ August 15, 2014 f� Oh planning + design, architecture Attention: Deb France, AIA 115 NW I" Avenue, Suite 300 Portland, OR 97209 ` RE: City of Tigard, City Hall, Police, and Permit Center Re_-skim - -� CIP—2014-91013 Change Order Request No. 1 Applied Restoration, Inc. hereby submits this change order request in the sum of$900.00 for additional costs incurred by its landscape-removal subcontractor in purchasing a public works bond and additional insurance. If this Change Order Request meets with your approval, please execute and return to ARI at your earliest possible convenience. The original contract sum was S 985,825.00 Net change by previously authorized change orders S 0.00 Contract sum prior to this change order request S 985,825.00 The contract sum, if this change order request results in a change order, will be increased in the amount of$900.00 to be included S 900.00 within Phase 1 of the project, thereby increasing the scheduled value of Phase l from $525,172.00 to $526,072.00 The contract sum, including a change order resulting from this request, will be S 986,725.00 Respectfully Submitted, Leigh Regan EIFS Restoration-Waterproofing-Caulking-Coatings-Structural Restoration 8000/T0001n YHA ££:00 VTOZ/80/60 1 130 Industry Drive 3562 Grove Street Tukwila, WA 98188 Lemon Grove, CA 91945 ® Tel: 253-220-8455 Tel: 619.433.4701 Fax: 253-981-4518 Fax: 619.433.4706 applied restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 Change Order Request#1 Page 2 Not Valid Until Signed by the Architect, Contractor, and Owner Architect (Firm Name): L �-S A -tel (-(;c_"S Address: rJ�-b N W b A S s r *zoo, Pbm-uMgD b By (Signature): Typed or printed name: L- b(XON Date: 01 - 2- 1 4 Owner (Firm Name): 0— C t'i OF _T(C,A-ZC > Address: ( 31 25 ALV!J By (Signature): Typed or printed name: Date: 2— Contractor: Contractor: Applied Restoration, Inc. 1130 Industry Drive Tukwil SVA 98188 By (Signature:)m,.� Typed or printed name: Date; J EIFS Restoration-Waterproofing•Caulking-Coatings-Structural Restoration g000iz000 n XVd ss:oo viozieoiso CITY OF TIGARD,OREGON-CONTRACT SUMMARY FORM THIS FORM MUST ACCOMPANY EVERY CONTRACT) nn Contract Title: City Hall,Police and Permit Center Exterior Restoration Numbei2jJ 15®d II Contractor: applied Restoration. Inc Contract Total: $1,593,500.00 Contract Overview: Contractor to perform exterior siding repairs and the roof and canopy replacement for the Permit Center building. Contractor will remove all landscaping from the surrounding round in preparation for landscaping Initial Risk Level: ❑ Extreme ® High ❑Moderate ❑ Low Risk Reduction Steps: Risk Comments: Risk Signature: Contract Manager: Kim McMillan Ext: 2642 Department: 6250 Type: ❑ Purchase Agreement ❑ Personal Service ❑ General Service ® Public Improvement ❑ IGA ❑ Other: Start Date: Upon signature End Date: 6/30/2016 Quotes/Bids/Proposal: FIRM AMOUNT/SCORE .lnolied Restoration NTE $1,593,500.00 AC]Yl Y Account String: Fund-Division-Account Work Order—Activity TXge Amount FY14/15 400-8000-56005 91013-130 $635,400.00 FY15/16 400-8000-56005 91013-130 5958,100.00 Approvals - LCRB Date: 7/22/2014 Department Comments: Only one bidder Department Signature: � �� /YL ? 12 4 j'`� 1 Purchasing Comments: '�Yz rv� + lYu'�" ✓ ,t� d-' t i 100 'I` lac... Purchasing Signature: City Manager Comments: City Manager Signature:�� After securing all required approvals,forward original copy to the Contracting and Purchasing Office along with a completed Contract Checklist. Version Date: May 18,2014 CITY OF TIGARD, OREGON INVITATION • BID CITY HALL, POLICE,AND PERMIT CENTER RE-SKIN CIP — 2014-91013 Front End (Division 00) Documents DATE DUE: Thursday, June 5, 2014 TIME DUE: 2:00 p.m. local time Envelopes must be sealed and marked with ITB Title. Bidders must submit one (1) original copy of their Bid. Special minimum experience qualifications apply to this project as the City is utilizing a Dryvit application. Only firms certified as Dryvit Care Application Contracts with the Dryvit Warranty department and have demonstrated as much by submitting the required pre-qualification information and received qualified status by the City prior to bidding may be named in the submitted Bid. Requests for Qualification shall be presented to the City no later than 10:00 am local time on May 29,2014. Notification of qualification status will be made available by the City no later than 5:00 pm local time on May 29,2014. The minimum qualifications and submittal requirements are described in the Invitation to Bid Packet. A mandatory Pre-Bid Conference will be held at 10:00 am local time,on May 29,2014,at Tigard City Hall, 13125 SW Hall Boulevard,Tigard,Oregon 97223. Bid exceeding$100,000 require First Tier Subcontractor Disclosure Form,provided in this packet,be submitted to the City no later than 4:00 pm local time,June 5,2014 PROJECT MANAGER: ITB QUESTIONS: Kim McMillan,Assistant City Engineer Joe Barrett, Sr. Management Analyst City of Tigard,Public Works City of Tigard, Financial& Information Services Phone: (503) 718-2642 Phone: (503) 718-2477 Fax: (503) 684-7294 Fax: (503) 684-7297 Email: kim@tigard-or.gov Email: joseph a,tigard-or.gov SUBMIT BIDS TO: Joe Barrett, Sr. Management Analyst City of Tigard—Utility Billing Counter 13125 SW Hall Boulevard Tigard, Oregon 97223 PUBLIC NOTICE INVITATION TO BID CONSTRUCTION SERVICES CITY HALL, POLICE,AND PERMIT CENTER RE-SKIN The City of Tigard is requesting sealed bids for construction services for the City's City Hall, Police, and Pern-dt Center re-skin project The invitation to bid packet, including specifications and additional information, is available in person at Tigard City Hall Utility Billing Counter located at 13125 SW Hall Blvd,Tigard, OR 97223, on the web at http://www.tiggd-or.g av/business/bids/current bids.asp, or by emailing Joe Barrett, Sr. Management Analyst at joseph(&ttigard-or.gov. The deadline for bid submittal shall be 2:00 pm local time, Thursday, June 5, 2014. Sealed bids shall be delivered to Tigard City Hall Utility Billing Counter located at 13125 SW Hall Blvd, Tigard, OR 97223. Bids will be opened and read aloud at Tigard City Hall immediately after the submittal deadline. No bid will be considered unless fully completed in a manner provided in the bid packet, upon the Bid Form. Facsimile and electronic (email) bids will not be accepted nor will bids be accepted after the stated opening date and time. Bids received after the closing time will be returned to the submitting firm unopened after a contract has been awarded for the required services. A mandatory pre-bid walkthrough and meeting will be held at 10:00 am local time, Thursday, May 29, 2014 at Tigard City Hall, 13125 SW Hall Blvd, Tigard, OR 97223. Any firm wishing to bid on the project must be represented at the pre-bid walkthrough or their bid will be deemed nonresponsive. Special minimum experience qualifications apply to this project as the City is utilizing a Dryvit application. Only firms certified as Dryvit Care Application Contracts with the Dryvit Warranty department and have demonstrated as much by submitting the required pre-qualification information and received qualified status by the City prior to bidding may be named in the submitted Bid. Requests for Qualification shall be presented to the City no later than 10:00 am local time on May 29, 2014. Notification of qualification status will be made available by the City no later than 5:00 pm local time on May 29, 2014. The minimum qualifications and submittal requirements are described in the Invitation to Bid Packet. Pursuant to Tigard Public Contracting Rule 30.055, all bidders must submit a bid security to the City along with their bid in an amount equal to ten percent (10%) of their base bid. In the event a bid exceeds $100,000,Bidders must submit a First Tier Subcontractor Disclosure Form,provided in this packet, to the City no later than 4:00 pm,June 5,2014. The City anticipates this will be a prevailing wage rate project. The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages shall be incorporated by reference as if fully set forth in any contract resulting from this Invitation to Bid. Contractor shall provide proof to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. The City may reject any bid not in compliance with all public contracting procedures and requirements and may reject for good cause all bids if the City finds that it is in the public interest to do so. Published: Dah Journal of Commerce Date: Wednesday,May 21, 2014 Published: The Oregonian Date: Wednesday,May 21, 2014 2015 ITB -City Hall,Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 21 P A GE TABLE OF CONTENTS TITLE PAGE TitlePage-----•-----------------------------------------------------------------------------------------------------1 Public Notice 2 Table of Contents. 3 SECTION Section 1 Introduction__________________________________________ Section 2 Bid Preparation------------------------------------------------------------- ------------------------------------- Section 3 Bid Submission and Opening 6 Section 4 General Information............................................................ .............................7 Section 5 Bid Evaluation and Award _------------------------------------------------------------ _•_....... 10 Section 6 Special Bid Instructions-----------------------------------------------------------------------------------12 Section 7 Detailed Specifications-------------------------------------------------------------------------------------__13 ATTACHMENTS Attachment A Bid Form and Schedule----------------------------------------------------------------•------_----------- 15 Attachment B Acknowledgement of Addenda_•_-_---_-•_•___•_• ___________________________19 ------------------------ Attachment C Bid Certifications ---••-------•------------------ .................20 Attachment D First Tier Subcontract Disclosure Form 21 Attachment E Bid Bond Form, 22 Attachment F City of Tigard Public Improvement Contract with Bond Forms...................23 DRAWINGS Architectural Drawings Landscaping Drawings EXHIBITS Exhibit A Oregon BOLI Prevailing Wage Rates Manual Exhibit B Project Manual 2015 ITB - City Hall,Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 3 1 PA G E SECTION 1 INTRODUCTION The City of Tigard invites bids for construction services for the City's City Hall, Police, and Permit Center re- skin project The deadline for bid submittal shall be 2:00 pm local time,June 5,2014. Bids shall be delivered or mailed to Tigard City Hall Utility Billing Counter located at 13125 SW Hall Boulevard,Tigard, Oregon 97223. Bids will be opened and read aloud at Tigard City Hall immediately after the submittal deadline. No bid will be considered unless fully completed in a manner provided in the bid packet, upon the Bid Form. Facsimile and electronic (email) bids will not be accepted nor will bids be accepted after the stated opening date and time. Bids received after the closing time will be returned to the submitting firm unopened after a contract has been awarded for the required services. A mandatory pre-bid walkthrough and meeting will be held at 10:00 am local time, Thursday, May 29, 2014 at Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Any firm wishing to bid on the project must be represented at the pre-bid walkthrough or their bid will be deemed nonresponsive. Special minimum experience qualifications apply to this project as the City is utilizing a Dryvit application. Only firms certified as Dryvit Care Application Contracts with the Dryvit Warranty department and have demonstrated as much by submitting the required pre-qualification information and received qualified status by the City prior to bidding may be named in the submitted Bid. Requests for Qualification shall be presented to the City no later than 10:00 am local time on May 29, 2014. Notification of qualification status will be made available by the City no later than 5:00 pm local time on May 29, 2014. The minimum qualifications and submittal requirements are described in the Invitation to Bid Packet Pursuant to Tigard Public Contracting Rule 30.055, all bidders must submit a bid security to the City along with their bid in an amount equal to ten percent (10%) of their base bid. In the event a bid exceeds $100,000, Bidders must submit a First Tier Subcontractor Disclosure Form,provided in this packet, to the City no later than 4:00 pm,June 5, 2014. The City anticipates this will be a prevailing wage rate project. The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages shall be incorporated by reference as if fully set forth in any contract resulting from this Invitation to Bid. Contractor shall provide proof to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. The City may reject any bid not in compliance with all public contracting procedures and requirements and may reject for good cause all bids if the City finds that it is in the public interest to do so. 2015 ITB - City Hall, Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 4 1 P a G E SECTION 2 BID PREPARATION 1. EXECUTION OF BID Bids must be typewritten or prepared in ink. Bids shall be submitted on the "Bid Form" furnished by the City and must be signed in ink by an authorized representative of the bidder. 2. CONFORMANCE TO BID REQUIREMENTS Bids must conform to the requirements of the Invitation to Bid, which are hereby made a part of this contract. All requested attachments (references, descriptive literature, etc.) must be submitted with the bid and in the required format. Bid prices must be for the unit indicated on the bid. Failure to comply with all requirements may result in bid rejection. 3. BID MODIFICATION Modifications or erasures made before bid submission must be initialed in ink by the person the person signing the bid. Bids once submitted may be modified in writing before the time and date set for bid closing. Any modifications shall be prepared on company letterhead, signed by an authorized representative, and state that the new document supersedes or modifies the prior bid. Modification must be submitted in a sealed envelope clearly marked "Bid Modification" and identify the bid and closing date. Bidders may not modify bids after bid closing time. 4. BID WITHDRAWALS Bids may be withdrawn in writing on company letterhead signed by an authorized representative and received by the Contracts and Purchasing Office or in person upon presentation of appropriate identification prior to bid closing time. Unopened bids withdrawn may be released to the bidder after voiding any date and time stamp used. Requests to withdraw mailed bids shall be marked "Bid Withdrawal' and shall clearly state bid title. 5. PROTEST OF SPECIFICATIONS OR TERMS A bidder who believes any specifications or terms detailed in the bid packet or sample contract (Attachment F) are unnecessarily restrictive or limit competition may submit a protest in writing, to the Purchasing Office. A protest may be submitted via facsimile. Any such protest shall include the reasons for the protest and shall detail any proposed changes to the specifications or terms. The Purchasing Office shall respond to any protest and, if necessary, shall issue any appropriate revisions, substitutions, or clarification via addenda to all interested Bidders. To be considered,protests must be received at least seven (7) calendar days before the bid closing date. The City shall not consider any protest against award due to the content of bid specifications or contract terms submitted after the established protest deadline. All protests should be directed to Joe Barrett,Sr. Management Analyst,and be marked as follows: ITB Specification/Term Protest Bid Name and Closing Date City of Tigard Attn: Joe Barrett,Sr. Management Analyst 13125 SW Hall Boulevard Tigard, Oregon 97223 If a bid protest is received in accordance with section above, the bid opening date may be extended if necessary to allow consideration of the protest and issuance of any necessary addenda to the bid documents. 2015 ITB - City Hall, Police, Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 5 1 PAGE a 6. ADDENDUM The City may modify the ITB by issuance of an "Addendum" to all prospective bidders within a reasonable time prior to bid closing to allow bidders to consider them in preparing their bids, but in no case less than 72 hours before the bid closing. If an Addendum is necessary after that time, the City, at its discretion, can extend the closing date. Any Addendum issued, as a result of any change in the RFP, must be acknowledged by submitting the "Acknowledgment of Addendum" (Attachment B) with a proposal. Only questions that are answered by formal written addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 7. RECYCLABLE PRODUCTS Bidders shall use recyclable products to the maximum extent economically feasible in the performance of the contract set forth in this document. SECTION 3 BID SUBMISSION AND OPENING 1. SUBMISSION One (1) original copy of the sealed Bid must be received before the stated closing time at the address listed below. To assure that your bid receives priority treatment,please mark as follows. City Hall,Police,Permit Center Re-Skin Project Due: Thursday,June 5,2014 City of Tigard—Utility Billing Counter Attn: Joe Barrett,Sr. Management Analyst 13125 SW Hall Boulevard Tigard, Oregon 97223 Bidders shall include their firm name and address on the outside of the envelope. It is the bidder's responsibility to ensure that bids are received prior to the stated closing time. The City shall not be responsible for the proper identification and handling of any bids submitted incorrectly. Late bids, late modification, or late withdrawals will not be accepted after the stated bid opening date and time and will be returned unopened. Facsimile and electronic (email) bids will not be accepted. 2. PRE-BID MEETING A mandatory pre-bid walkthrough and meeting will be held at 10:00 am local time, Thursday, May 29, 2014 at Tigard City Hall, 13125 SW Hall Boulevard,Tigard, Oregon 97223. Any firm wishing to bid on the project must be represented at the pre-bid walkthrough or their bid will be deemed nonresponsive. Statements made by the City at the Pre-Bid Meeting are not binding on the City unless confirmed in an addendum. 3. BID OPENING Bids will be opened immediately following the bid due date and time at 2:00 pm on June 5, 2014 at Tigard City Hall. Bidders may be present; however,award decisions will not be made at the opening. 4. FIRST TIER SUBCONTRACTOR DISCLOSURE If a bid exceeds $100,000, Bidders are required to disclose information about first-tier subcontractors furnishing labor or labor and materials greater than or equal to: 1) 5% of the project bid, but at least $15,000; or 2) $350,000 regardless of the percentage. Bidders must submit a First 2015 ITB -City Hall,Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 6 1 PA G E Tier Subcontractor Disclosure Form, provided in this packet at Exhibit D, to the City no later than 4:00 pm local time on Thursday,June 5,2014. 5. BID SECURITY Pursuant to Tigard Public Contracting Rule 30.055,all bidders must submit a bid security to the City along with their bid in an amount equal to ten percent (10%) of their base bid. The bid must be in one of the following forms: A. Surety bond from surety company authorized to do business in the State of Oregon;or B. Cashier's check,certified check, or savings and loan secured check_ A Bidders bid security shall be forfeited if the Bidder fails to execute the contract promptly and properly if so awarded. The bid security of all unsuccessful bidders shall be returned after a contract has been executed or all bids have been rejected. SECTION 4 GENERAL INFORMATION 1. DEFINITIONS For the purpose of these specifications, the following definitions shall apply: A. C.shall mean City of Tigard; B. Contractor shall mean the lowest responsive and responsible bidder awarded the contract; C. Contract or Contract Documents shall mean die written agreement between the City and Contractor which includes the Purchase Order, Invitation to Bid, any Addenda issued, describing the work to be done and the obligations of the parties. 2. PREVAILING WAGE The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages are incorporated herein by reference as if fully set forth. The Contractor agrees that the workmen in each trade or occupation required for the work to be done pursuant to the contract, employed in the performance of the Contract, either by the Contractor or Subcontractor or other person doing or contracting to do any part of the work contemplated by the Contractor shall be paid not less than the prevailing, minimum hourly rate of wage specified by the Commissioner of the Bureau of Labor, and attached hereto. If this project is subject to both Federal Davis-Bacon Act requirement and State of Oregon Prevailing Wage Rate requirements, the Contractor must ensure that workers will be paid the higher of the applicable federal or state rate. If the Contractor fails to pay for labor or services,the City may pay for those labor and services and withhold these amounts from payments that are due the Contractor in accordance with ORS 279C.515 Contractor shall provide proof as requested to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety in the amount of$30,000 with the Construction Contractors Board as required under Oregon PWR law. Contractor shall also require in every subcontract to this Agreement that the subcontractor file a public works bond with the Construction Contractors Board in the amount of$30,000 prior to starting work on this project unless otherwise exempt. 2015 ITB - City Hall, Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 7 1 PAGE r Contractor shall provide proof to the City of all required wage and hour, whistle blower, and other legally required posters at the job site. Contractor shall also provide the City with documentation regarding any apprenticeship or trainee performance that occurs on the project at the time of the first payroll on which the apprenticeship or trainee performance is shown. For contracts $50,000 or greater, the City shall pay a fee equal to one-tenth of one percent (001) of die price of the contract.The fee shall be paid on or before the first progress payment or 60 days from the date work first began on the contract, whichever comes first. The fee is payable to the Bureau of Labor and Industries and shall be mailed or otherwise delivered to the Bureau at the following address: Bureau of Labor and Industries Wage and Hours Division Prevailing Wage Unit 800 NE Oregon Street,# 32 Portland,Oregon 97232 3. NON-DISCRIMINATION The Successful Contractor shall agree to not discriminate against any client, employee or applicant for employment or for services, because of race, color, religion, sex, national origin, handicap or age with regard to, but not limited to, the following. employment upgrading, demotion or transfer; recruitment or recruitment advertising; layoffs or termination; rates of pay or other forms of compensation; selection for training, rendition of services. It is further understood that any contractor who is in violation of this clause shall be barred from receiving awards of any purchase order or contract from the City, unless a satisfactory showing is made that discriminatory practices have terminated and that a recurrence of such acts is unlikely. 4. STANDARDS AND SPECIFICATIONS Standards and specification shall be in accordance listed within the bid documents. 5. CONTRACT After the award, the Contractor and the City will enter into a public improvement agreement incorporating the terms and conditions of the ITB document and the bid response. Vendors taking exception to any of the contract terms shall submit a protest or request for change in accordance with Section 2.5 "Protest of Specifications or Terms" or their exceptions will be deemed waived. 6. ANTICIPATED TERM OF CONTRACT It is the City's intention for this project to be under construction no later than August 11, 2014. It is anticipated that the project will be phased with Phase 1 concluding 90 days after notice to proceed with Phase 2 beginning and concluding during fiscal year 2015-2016. As this project is being completed in phases crossing fiscal years, this timeframe may be revised by the City and Successful Contractor as needed throughout the project. In accordance with Tigard Public Contracting Rules the total duration of the Contract may not exceed five(5)years. 8. PAYMENT AND PERFORMANCE BONDS Pursuant to Tigard Public Contracting Rule 30.190(A),both a payment bond and performance bond in a sum equal to the total contract price shall be submitted by the successful bidder at the time of contract execution. 2015 ITB -City Hall,Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 8 1 PA c F 9. PRICING ADJUSTMENTS Prices shall remain firm through the initial term of the subsequent Contract, with the following exceptions: A. City shall be given immediate benefit of any price decreases. B. Contractor shall promptly notify the City of amount and effective date of any decreases. C. Any decrease shall apply to any work requested on or after the effective date of decrease. The City may consider a price increase for any Contract extension if the increased pricing remains advantageous to the City. Pricing increases must be received at the City at least forty-five (45) days prior to any extension of the Contract. Contractor shall provide documentation for price increase; failure to provide sufficient documentation shall result in rejection of increases. The City reserves the right to accept or reject any increases. In case of errors in pricing,unit prices shall govern. 10. BUSINESS TAX, FEDERAL ID NO., CCR NO., REQUIREMENTS The City of Tigard Business Tax is required from successful Bidder. Chapter 5.4 of the Tigard Municipal Code states any business doing business in the City of Tigard shall pay a City of Tigard Business Tax. No contracts shall be signed prior to the obtaining of the City of Tigard Business Tax. Upon award of proposal, contractor shall complete a Federal W-9, Request for Taxpayer Identification Number and Certification Form for the City. 11. RESIDENT BIDDER ORS 279C.365(h) requires every bidder on a public improvement contract to indicate whether they are a resident bidder as defined in ORS 279A.120. A resident bidder means a bidder that has paid unemployment taxes or income taxes in this state during the 12 calendar months immediately preceding submission of the bid and has a business address in the State of Oregon. This City requires all Bidders, regardless of the form of the subsequent contract, to indicate if they are a resident bidder or not (see Attachment C.) As a public contracting agency, the City shall prefer goods or services that have been manufactured or produced in this state if price, fitness, availability and quality are otherwise equal. 12. PUBLIC RECORDS All bid material submitted by bidder shall become the property of the City and is public record unless otherwise specified. A bid that contains any information that is considered trade secret under ORS 192.501(2) should be segregated and clearly identified as such. This,information will be kept confidential and shall not be disclosed except in accordance with the Oregon Public Records Law, ORS 192. The above restrictions may not include cost or price information, which must be open to public inspection. 13. BILLING REQUIREMENTS Invoices shall be sent to City of Tigard,Attn:Accounts Payable, 13125 SW Hall Boulevard, Tigard, Oregon 97223. Payment terms shall be a net 30 calendar days following the date the invoice is received. 14. TERMINATION OF CONTRACT Contract may be terminated by mutual consent of both parties or by the City at its discretion with a 30 days' written notice. The City may cancel an order for goods at any time with written notice to Contractor, stating the extent and effective date of termination. If the contract is so terminated, Contractor shall be paid in accordance with the terms of the contract for goods delivered and 2015 ITB - City Hall,Police, Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 9 1 P A G E accepted to the date of termination which cannot be mitigated by resale as provided in the Uniform Commercial Code (ORS 72.7060). 15. ASBESTOS ABATEMENT If asbestos abatement is required under the work set forth in this bid packet, bidder or a proposed subcontractor holds an Oregon asbestos abatement license. Evidence of the asbestos abatement license must be provided prior to contract execution. 16. SUBSTANCE TESTING REQUIREMENTS ORS 279C.505 requires that all public improvement contracts contain a provision requiring contractors to demonstrate that an employee drug-testing program is in place. The successful bidder shall demonstrate and verify that a drug-testing program is in place by signing of the contract. The drug testing program will apply to all employees and will be maintained for the duration the awarded contract. Failure to maintain a program shall constitute a material breach of contract. To comply with federal law, all Contractors whose employees are required to have a Commercial Driver's License (CDL) must comply with Department of Transportation Controlled Substance and Alcohol Program and testing rules. 17. ENVIRONMENTAL AND NATURAL. RESOURCE LAWS Federal, state, and local agencies have enacted ordinances, rules or regulations dealing with the prevention of environmental pollution and the preservation of natural resources that may affect the performance of the contract. The successful bidder will be required to comply with all regulations. 18. CITY'S PROJECT MANAGER The City's Project Manager for this work will be Kim McMillan, Assistant City Engineer, who can be reached by phone at(503) 718-2642 or by email at kiin@tigard-or.gov. SECTION 5 BID EVALUATION AND AWARD 1. BID VALIDITY TIMEFRAME All bids submitted shall be valid and binding for sixty (60) calendar days from bid closing date, unless extended by mutual consent of all parties. 2. EVALUATION CRITERIA Bids will be awarded based upon the evaluation criteria detailed in the Invitation to Bid. Ordinarily, bids will be evaluated to identify the "lowest responsive and responsible bidder" who has substantially complied with all requirements and specifications of the ITB and who can be expected to deliver promptly and perform reliably. 3. RECIPROCAL PREFERENCE In determining the "lowest responsible bidder," the City shall add a percent increase to each out-of- state bidder's bid price which is equal to the percent given to local bidders in that bidder's home state. This is pursuant to ORS 279A.120(2)(b). 4. DELIVERY DELAYS Significant delays in delivery may be considered in determining award if early delivery is required. 2015 ITB - City Hall, Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 10 1 P.A, G E 5. METHOD OF AWARD The City reserves the right to make the award by item,groups of items or entire bid, whichever is in the best interest of the City. 6. ERRORS IN BIDS When an error(s) is made in extending total prices, the unit bid price will govern. Bidders are cautioned to recheck their bid for possible error(s). Error(s) discovered after opening cannot be corrected and the contractor will be required to perform if their bid is accepted. 7. BID REJECTION The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements and may reject for good cause any or all bids upon a finding of the City that it is in the public interest to do so. 8. MINOR INFORMALITIES AFTER SUBMISSION The City reserves the right, as allowed under Tigard Public Contracting Rule 30.085 (B) to waive any and all minor informalities that may arise in relation to this bid process. Minor informalities are matters of form rather than substance that are evident from the bid documents, or insignificant mistakes that can be waived or corrected without prejudice to other bidders or the City. The informality shall not affect price, quantity, quality, delivery, or contractual conditions except in the case of informalities involving unit pricing. 9. NOTICE OF INTENT TO AWARD The City shall provide notice of intent to award to each vendor submitting a bid. The notice shall state the date, time,and location of the bid award decision. The notice shall include the name of the vendor that staff recommends the contract be awarded to. Any bid comparison sheets shall be included in the notice of intent to award. 10. PROTEST OF BID AWARD In accordance with Tigard Public Contract Rule 30.135 any actual bidder who is adversely affected or aggrieved by the City's intent to award the contract resulting from this Invitation to Bid to another bidder shall have seven (7) calendar days after notice of award to submit to the City a written protest of the notice of award. In order to be adversely affected or aggrieved,a bidder must claim to be eligible for award of the contract as the lowest responsible bidder and must be next in line for award;i.e. the protester must claim to all lower bidders are ineligible for award because they are non-responsive or non-responsible. The City will not entertain any protest submitted after the time period established under this Invitation to Bid document. The City shall issue a written decision denying or affirming the protest to every bidder providing an address to the City before any action is taken on the contract. 2015 ITB - City Hall, Police, Permit Center Re-Skin Project Close: June 5,2014—2:00 pm 111 PA G E SECTION 6 SPECIAL BID INSTRUCTIONS 1. TIME TABLE Wednesday,May 21,2014 Release of Invitation to Bid Thursday,May 29,2014—10:00 am Pre-Qualification Submittals Due Thursday, May 29,2014—10:00 am Mandatory Pre-Bid Meeting Thursday, May,29,2014—5:00 pm Qualification Status Notification Posting Thursday,June 5, 2014—2:00 pin ITB Closing Date&Time Thursday,June 5,2014—4:00 pm First Tier Subcontractor Disclosure Form Due Tuesday,July 8,2014—7:30 pm Award of Contract by Local Contract Review Board Monday,August 4,2014 Notice to Proceed Issued 2. REQUESTED INFORMATION Please include a cover letter which includes a brief corporate history, how long in business, number of employees,when registered to do business in Oregon, etc. 3. CONTACTS Contractor shall designate one (1) primary and one (1) backup person responsible for the contractor's work under this contract. Contractor shall provide to City the names, addresses and telephone numbers, including after-hours/emergency numbers of such persons and shall keep this information current with the City Contract Administrator at all times. 4. CONSORTIUMS, PARTNERSHIPS,AND SUBCONTRACTORS The City will not consider bids submitted by a consortium, or by multiple firms submitting as partners or joint ventures. Contractor must have sufficient resources to perform all services required by this contract. The City reserves the right to approve the use of sub-contractors during the term of this contract as special circumstances dictate. 5. NON-COLLUSION AFFIDAVIT Bidder certifies that this bid/proposal has been arrived at independently and has been submitted without collusion designed to limit independent bidding or competition. 6. BILLING METHOD Each invoice shall include adequate detail to identify each good or service purchased. At a minimum this detail shall include: A. Total number of man hours for the billing period: B. Detailed pricing and specification for any goods purchased; C. Details regarding the status of the project,i.e. completion percentage, revised estimated time of completion, etc.; and D. Payment due date. 2015 ITB - City Hall, Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 12 1 PA G E 7. QUANTITIES The City does not bind itself to purchase the full quantities stipulated in the proposal as estimates. The quantities shown as estimates are not exact. They represent past purchasing activity and estimates of future usage and are given for comparing bids on a uniform basis. Payment shall be made only for quantities ordered, delivered and accepted, whether greater or less than the stated amounts. Quantities listed on proposal are based on a one-year estimate. SECTION 7 DETAILED SPECIFICATIONS AND PRE-QUALIFICATION PROCESS 1. PROJECT OVERVIEW Several areas of Tigard's City Hall complex including City Hall, the Permit Center, and the Police Department have failing or compromised Exterior Insulation Finishing System (EIFS) stucco that is in need of removal and replacement. Along with these improvements, modifications will also be made to the entryway canopy between the Permit Center and City Hall, a window will be installed on the south wall of the Permit Center, the metal roof,which has reached its maximum life expectancy (based on the warranty) will be replaced,and landscaping around the perimeter of the buildings will be removed and replaced. After the review of various test data,it was determined these building have numerous water infiltration points resulting in framing and drywall damage. Repair of the system will require removal of these materials based on test results. Because of the complexity of this project,which requires a multitude of disciplines, the City has utilized specialized consulting agencies to complete the necessary tasks. With the data obtained from the previous testing for water infiltration and hazardous materials, an architect was hired to serve as architect of record and produced plans and bid documents. A separate and independent architect was hired to serve as project manager/owner's representative. A contractor,who must be pre-qualified as a Dryvit Care Application Contractor,which is what this Invitation to Bid is soliciting,will provide structural and roofing repair,handle and disposal of any hazardous waste materials and provide the necessary testing and testing agencies required for completion. 2. PROJECT PHASING AND SCOPE OF SERVICES A. Phase 1 1. Removal and replacement of Exterior Insulation Finishing System (EIFS) stucco on Permit Center building. 2. Removal and replacement entrance canopy. 3. Installation of new roofing material. 4. Removal of Permit Center landscaping 5. Erosion control. B. Phase 2 1. Removal and replacement of Exterior Insulation Finishing System (EIFS) stucco on City Hall and Police building. 2. Installation of new roofing material. 3. Removal of City Hall and Police building landscaping 4. Erosion control. 2015 ITB - City Hall, Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 13 1 PA G E 3. CONTRACTOR PREQUALIFICATION REQUIREMENTS Special minimum experience qualifications apply to this project as the City is utilizing a Dryvit application. Only firms certified as Dryvit Care Application Contractor with the Dryvit Warranty department and have demonstrated as much by submitting the required pre-qualification information and received qualified status by the City prior to bidding may be named in the submitted Bid. Typical requirements to receive Dryvit certification include: • Minimum of five (5) years experience as a Dryfit listed application contractor doing new construction EIFS applications. • Contractor personal must have attended a Dryfit provided training class on Dryvit Care restoration options and flashing detailing. • Contractor personnel must have and be able to demonstrate a working knowledge of flashing installations, sealant application, basic plastering skills and the knowledge of Dryvit restoration products and their application. Contractors wishing to be declared qualified to submit a bid for this project must submit a copy of their Dryvit Care Application Contractor certification to the City no later than 10:00 am local time on May 29, 2014. No additional letter or form is necessary; bidders must simply submit a copy of the certification from Dryvit to meet the qualification conditions. Notification of qualification status will be made available by the City no later than 5:00 pm local time on May 29, 2014. The minimum qualifications and submittal requirements are described in the Invitation to Bid Packet. 2015 ITB - City Hall,Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pm 14 PA G E ATTACHMENT A CITY OF TIGARD BID FORM AND SCHEDULE PROJECT NAME: City HallPolice Permit Center Re-Skin Project This Bid must be signed in ink by an authorized representative of the Bidder; any alterations or erasures to the Bid must be initialed in ink by the undersigned authorized representative. Project: Bid Due Date: Name of Submitting Firm: The Undersigned (check one of the following and provide additional information): ❑ An individual doing business under an assumed name registered under the laws of the State of _ . or ❑ A partnership registered under the laws of the State of ;or ❑ A corporation organized under the laws of the State of ; or ❑ A limited liability corporation organized under the laws of the State of hereby proposes to furnish all material and labor and perform all work hereinafter indicated for the above project in strict accordance with the Contract Documents for the Base Bid detailed in the Bid Schedule. The Undersigned agrees to be bound by all documents comprising the Contract Documents as defined in the Contract. The Undersigned declares that it has carefully examined the site(s) of the work, the Contract Documents, and forms. Submission of this bid shall be conclusive evidence that the Undersigned has investigated and is satisfied as to the condition to be encountered, as to the character, quality and scope of work to be performed, the quantities of materials to be furnished, and as to the requirement of the Contract Documents. The Undersigned agrees to be bound by all documents comprising the Bid packet including, but not necessary limited to, the following documents: • Contract Template • Instruction to Bidders • Advertisement for Bids • Prevailing Wage Rates • Plans and Specifications • Performance,Payment, and Bid Bonds • Drawings and Details • Addenda numbered through ,inclusive (fill in blanks if necessary) Accompanying herewith is a Bid Security which is equal to ten percent (10%) of the total amount of the Basic Bid. 2015 ITB - City Hall,Police,Permit Center Re-Skin Project Close: June 5,2014—2:00 pm 15 P A G BID SCHEDULE CITY OF TIGARD CITY HALL,POLICE,PERMIT CENTER RE-SKIN PROJECT Line Phase 1 Phase 2 Item No Description Unit Unit Price Total Total Base Bid 1 Base Bid IS **** $ 324,800.00 $ 350.175.00 Six Hundred Seventy Four Thousand Nine Hundred Seventy Five and 0 100 Dollars Total Base Bid Amount(written in words) Written words shall supersede numerals for the base bid. However, the City reserves the right to correct mathematical errors whereupon the corrected Total Base Bid takes precedence over the written words and numerals. Alternate Bid Items 2 Bid Alternate A-Canopy IS **** $ 161.500.00 $ 0 3 Bid Alternate B—Metal Roofing IS $ 16,250.00 $ 65'000'00 4 Bid Alternate C—Paint Windows LS $ 30'500'00 $ 37'600'00 Alternate Bid Total $ 208,250.00 $ 102,600.00 Unit Pricing 5 Replace sheathing and EIFS system SF $ 2480 6 Re-Point masonry LF Bids will be evaluated to identify the lowest responsive bid based on the `Base Bid Total" The `Base Bid Total' shall not include any of the Alternate Bid Items. Bids must be submitted by a responsible and pre-qualified bidder or the bid will be disqualified. Individual bid items will not be awarded to separate bidders. The City reserves the right to remove any pay items from the work after the bid is awarded. Bidder acknowledges that any quantities listed are not gaaran ed and final payme t shall be based on actual quantities. 4: Si e o poser � o,2ou Da 2015 ITB-City Hall,Police,Permit Center Re-Skin Project Close: I an,5,2814—2:00 pm 161 P A G N June 10,2014 The Undersigned agrees, if awarded the Contract, to execute and deliver to the City of Tigard, within ten (10) days after receiving the Contract forms, a satisfactory Performance Bond and a satisfactory Payment Bond each in an amount equal to one hundred percent (100%) of the Contract sum, using the forms provided by the City. The surety(ies) requested to issue the Performance Bond and Payment Bond will be The Guarantee Company of NoM America USA The Undersigned hereby authorizes said surety(tes) company(ies) to disclose any information to the City concerning the Undersigned's ability to supply a Performance Bond and Payment Bond each in the amount of the Contract. The Undersigned further agrees that the Bid Security accompanying the Bid is left in escrow with the City, that the amount thereof is the measure of liquidated damages which the City will sustain by the failure of the Undersigned to execute and deliver the above-named Agreement Form, Performance Bond, and Payment Bond, and that if the Undersigned defaults in either executing the Agreement Form or providing the Performance Bond and Payment Bond within ten (10) days after receiving the Contract forms,then the Bid Security may become the property of the City at the City's option;but if the Bid is not accepted within sixty (60) days of the time set for the opening of the Bids, or if the Undersigned executes and timely delivers said Agreement Form,Performance Bond,and Payment Bond,the Bid Security shall be returned. The Undersigned certifies that: (1) This Bid has been arrived at independently and is being submitted without collusion with and without any agreement, understanding, or planned common course of action with any other vendor of materials,supplies, equipment, or services described in the solicitation documents designed to limit independent bidding or competition; and (2) The contents of the Bid have not been communicated by the Undersigned or its employees or agents to any person not an employee or agent of the Undersigned or its surety on any bond furnished with the Bid and will not be communicated to such person prior to the official opening of the Bid. The Undersigned 0 HAS ❑ HAS NOT (checka plicable status) paid unemployment or income taxes in Oregon within the past 12 months and ❑ HAS XHAS NOT (check applicable status) a business address in Oregon. The UndersignedX❑ HAS ❑ HAS NOT (check applicable status) complied with any Affirmative Accton Requirements included within the procurement documents. The Undersigned agrees, if awarded a contract, to comply with the provisions of ORS 279C.800 through 279C.870 pertaining to the payment of the prevailing rates of wage. The Undersigned's CCB registration number is 16473 with an expiration date of 0&31/15 . As a condition to submitting a bid, a Contractor must be registered with the Oregon Construction Contractors Board in accordance with ORS 701.035 to 701.055, and disclose the registration number. Failure to register and disclose the number will make the bid unresponsive and it will be rejected unless contrary to federal law. The Undersigned further certifies that Undersigned shall provide proof to the City prior to the beginning of any of the work that the Undersigned has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. The successful Bidder hereby certifies that all subcontractors who will perform construction work as described in ORS 701.005(2) were registered with the Construction Contractors Board in accordance with ORS 701.035 to 701.055 at the time the subcontractor(s) made a bid to work under the contract. 2015 ITB-City Hall,Police,Permit Center Re-Skin Project , —2:00 pm 171 PAGE Close: June 10,2014 The successful Bidder hereby certifies that,in accordance with the Worker's Compensation Law of the State Commerce 8 Ind�vy Ins Co POlIC of Oregon, its Worker's Compensation Insurance provider is y No. WCOM25532 and that Undersigned shall submit Certificates of Insurance as required. Name of Company: AppMe°Restorat on-tnc 003 NE 154th Awe Company Address: - washroon.WA 98684 Federal Tax ID: 3a-08491 _ 619/433-4701 Telephone: Fax: -- 619/4334706 (SEAL) I attest that I have the authority to commit the firm named above to this Bid amount and acknowledge that the firm meets the qualifications necessary to perform this Work as outlined in the I kation to Bid. I understand that I will be required to provide necessary information o verify th firm meets qualifications if selected for the subsequent Agreement. Authorized Signature: Printed Name &Title: L_rY sl;mator 6/IM014 Date: Payment information will be reported to the IRS under the name and federal taxpayer ID number provided above. Information not matching IRS records or not provided to the City could subject the successful Contractor to a twenty eight percent(28%)backup withholding. 2015 ITB- City Hall,Police,Permit Center Re-Skin Project Close: Jtwte-e►�1-1 —2:00 pm 18 j P A G F .kme 10.2014 ATTACHMENT B CITY OF TIGARD ACKNOWLEDGMENT OF ADDENDA PROJECT NAME: Cijy HA Police Permit Center Re-Skin Project I/WE HAVE RECEIVED THE FOLLOWING ADDENDA: I f none received write `None Received" Received3. Received 1. Received 4. 2. *"14 Title Applied Restoration,Inc. Corporate Name 2015 ITB-City Hall,Police,Permit Center Re-Skin Project Close: Jane 5,z8l#—2:00 pm 19 PAGE June 10,2014 ATTACHMENT C CITY OF TIGARD BID CERTIFICATIONS ****************************************** Non-discrimination Clause The Contractor agrees not to discriminate against any client, employee or applicant for employment or for services,because of race,color,religion,sex,national origin,handicap or age with regard to,but not limited to, the following. employment upgrading, demotion or transfer; recruitment or recruitment advertising, layoffs or termination; rates of pay or other forms of compensation; selection for training, rendition of services. It is further understood that any contractor who is in violation of this clause shall be barred from receiving awards of any purchase order or contract from the City,unless a satisfactory showing is made that discriminatory practices have terminated and that a recurrence of such acts is unlikely. Larry While Agreed by: Applied Restoration,Inc. Firm Name: Address: 803 NE 154Th Avenue Vancouver,WA 986M #*�k*Tk�kTkTk�ktk�K**1k�k�Klklklktk�k�klk*#�k�#*�k*�k�ktk*1k1kTk#�kTk Resident Certificate Please Check One: ❑ Resident Vendor. Vendor has paid unemployment taxes and income taxes in this state during the last twelve calendar months immediately preceding the submission of this proposal. Or 0 Non-resident Vendor.Vendor does not qualify under requirement stated above. lease specify our stat of residenc : 6a1i"Df� (P p y Officer's signature: Type or print officer'sJe:_`arr''"n>,Te 2015 ITB-City Hall,Police,Permit Center Re-Skin Project 201 PAGE Close: 4wa&4,-2Q44—2:00 pm June 10,2014 ATTACHMENT D CITY OF TIGARD FIRST TIER SUBCONTRACTOR DISCLOSURE FORM PROJECT NAME: City HallPolice Permit Center Re-Skin Project June 10.2014 BID#• 2014-91013 BID CLOSING:Date: ea Time: 2:00 pm This form must be submitted at the location specified in the Invitation to Bid on the advertised bid closing date and within two working hours after the advertised bid closing time. List below the name of each subcontractor that will be furnishing labor or will be furnishing labor and materials in connection with the public improvement and that is required to be disclosed, the category of work that the subcontractor will be performing and the dollar value of the subcontract. Enter"NONE" if there are no subcontractors that need to be disclosed. (Attach additional sheets if needed.) NAME DOLLAR VALUE CATEGORY OF WORK Land Shapers $ 11,655.00 Landscape1) iP 2) Scaffold Erectors $ 35.500.00 Scaffold 3) Portland Sheet Metal Works 43,525.00 Sheet Metal 4) Failure to submit this form by the disclosure deadline will result in a nonresponsive bid. A nonresponsive bid will not be considered for award. Applied Restoration,Inc. Form submitted by(bid ame)• Contact Signa Phone #• 36M75.2605 2015 ITB-City Hall,Police,Permit Center Re-Skin Project 211 P A G F Close: —2:00 pm .lune 10,2014 ATTACHMENT E CITY OF TIGARD BID BOND We, Applied Restoration,Inc. ,as"Principal," (Name of Principal) and The Guarantee Company of North America USA ,an Michigan Corporation, (Name of Surety) authorized to transact Surety business in the State of Oregon, as "Surety," hereby jointly and severally bind ourselves, our respective heirs, executors, administrators, successors, and assigns to pay unto the City of and Tigard ("Obligee") the sum of Ten Perce^�^f+r,o T�ta�Amount Bid-- ---- -- -- /100 Dollars ($ 10%of bid— WHEREAS, id WHEREAS, the condition of the obligation of this bond is the Principal has submitted it bid or proposal to the Obligee in response to Obligee's solicitation for the project identified as City Hall,Police,Permit Center Re-Skin Project which bid or proposal is made a part of this bond by reference, and Principal is required to furnish bid security in an amount equal to ten percent (10%) of the total amount of the bid pursuant to the solicitation document. NOW, THEREFORE, if the bid or proposal submitted by Principal is accepted, and if a contract pursuant to the proposal or bid is awarded to Principal, and if Principal enters into and executes such contract within the time specified in the said documents and delivers to Obligee its good and sufficient Performance Bond and Payment bond required by Obligee within the time fixed by Obligee, then this obligation shall be void;otherwise,it shall remain in full force and effect. IN WITNESS WHEREOF, we have caused this instrument to be executed and sealed 0b4 our duly authorized legal representatives this 5th day of June PRINCIPAL• lied a oration,Inc. SURETY• The Guarantee Company of North America USA BY ATTORNEY-IN-FACT By: Signature Tara Bacon P ted Name& *de rinted Name Attest: 'gnature 6303 Owensmouth Avenue,10th Floor Address Woodland Hills,CA 91367 City State Zip 818-936-2844 Phone Fax 2015 ITB - City Hall,Police,Permit Center Re-Skin Project 22 P .\ G, I Close: June 5,2014—2:00 pm ACKNOWLEDGMENT State of California County of San Diego ) On June 5, 2014 before me, Minna Huovila, Notary Public (insert name and title of the officer) personally appeared Tara Bacon who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. MINNA HU777 WITNESS myhand and official seal. COMM. #1959748 c� N �� NOTARY PUBLIC-CALIFORNIA N V r SAN DIEGO COUNTY j My Commission Expires DECEMBER 6 2015 I Signature (Seal) ACKNOWLEDGMENT State of California County of San Diego ) On June 6, 2014---------- before me, C. Everett, Notary Public (insert name and title of the officer) personally appeared Mike Weinert--------------------- ---------------------------- who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. C. EVERET Commission* 1 Notary Public -C7 San Diego County M Comm.E fres May 12,2016 Signature (Seal) THE The Guarantee Company of North America USA GUARANTEE M Southfield,Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint Kyle King,Dale Harshaw,Tara Bacon,John R.Qualin BB&T Insurance Services of California, Inc. its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule, regulation,contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall oe as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply,to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so,and may be revoked,pursuant to and by authority of Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31"day of December,2003. The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attomey(s)-in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto, bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attorney-in-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee,shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only,it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adapted at a meeting duty called and held on the 6th day of December 2011,of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. y 'TEec IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and ` its corporate seal to be affixed by its authorized officer,this 23rd day of February, 2012. THE GUARANTEE COMPANY OF NORTH AMERICA USA a -`MAMER STATE OF MICHIGAN Stephen C.Ruschak,Vice President Randall Musselman,Secretary County of Oakland On this 23rd day of February, 2012 before me came the individuals who executed the preceding instrument,to me personally known, and being by me duly swom,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee Notary Public,State of Michigan Company of North America USA offices the day and year above written. County of Oakland �� - , My Commission Expires February 27,2018 (;,A 7 Acting in Oakland County t,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attomey executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is still in full force and effect. TEecIN WITNESS WHEREOF,I have thereunto set my hand and attached the seal of said Company this 5th day of tulle ,2014 0 � AMf;R�' Randall Musselman,Secretary CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT—PWR COVERED PROJECT CITY HALL,POLICE,PERMIT CENTER RE-SKIN PROJECT THIS CONTRACT, made and entered into this 23'd day of July, 2014, by and between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called "City" and Applied Restoration,Inc hereinafter called"Contractor",duly authorized to perform such services in Oregon. RECITALS WHEREAS,the City requires services which Contractor is capable of providing,under terms and conditions hereinafter described;and WHEREAS,time is of the essence in this contract and all work under this contract shall be completed within the time period stated in the Bid Proposal; THEREFORE,in consideration of the promises and covenants contained herein,the parties hereby agree as follows: TERMS OF AGREEMENT L Services Contractor's services under this Agreement shall consist of the following: A. Repair of Exterior Insulation and Finish System (EIFS) using Dryvit CARE Warranty Program. B. Demolition of old and construction of new entrance canopy to establish positive drainage. C. Demolition of exiting landscaping and c� �,per plans D. Removal and replacement entrance canopy E. Installation of metal roofing F. Paint windows y 2. Prevailing Wage The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages are incorporated herein by reference as if fi ly set forth. The Contractor agrees that the workmen in each trade or occupation required for the work to be done pursuant to the contract,employed in the performance of the Contract,either by the Contractor or Subcontractor or other person doing or contracting to do any part of the work contemplated by the Contractor shall be paid not less than the prevailing, minimum hourly rate of wage specified by the Commissioner of the Bureau of Labor, and attached hereto. If this project is subject to both Federal Davis-Bacon Act requirement and State of Oregon Prevailing Wage Rate requirements, the Contractor must ensure that workers will be paid the higher of the applicable federal or state rate. If the Contractor fails to pay for labor or services, the City may pay for those labor and services and withhold these amounts from payments that are due the Contractor in accordance with ORS 279C.515 Contractor shall provide proof as requested to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. Contractor shall also require in every subcontract to this Agreement that the subcontractor file a public works bond with the Construction Contractors Board in the amount of$30,000 prior to starting work on this project unless otherwise exempt. For contracts $50,000 or greater, the City shall pay a fee equal to one-tenth of one percent (001) of the price of the contract to the Bureau of Labor and Industries. The fee shall be paid on or before the first progress payment or sixty (60) days from the date work first began, whichever comes first. 3. Pre-Construction Conference Contractor and listed subcontractors shall attend and participate in any pre-construction conferences described or listed in the general conditions before any work is started on the project site. 4. Contract Documents The Contractor is hereby bound to comply with all requirements of the Contract Documents prepared by the City and performance pertaining to this Agreement, in the City of Tigard, Oregon, and by this reference made a part hereof to the same legal force and effect as if set forth herein in full. The contract documents include the documents with the following tides that are bound in the solicitation documents and the standard documents comprised of the Oregon Standard Specification for Construction,2008,Volume 1 and Volume 2. Solicitation Documents Advertisement for Bids Bidding Requirements and Procedures Award and Execution of Contract Proposal Acknowledgement of Addenda Bid Certifications—Non-Discrimination Clause First Tier Subcontract Disclosure Form Bid Bond Form Public Improvement Contract Performance Bond Payment Bond Supplementary General Conditions Special Provisions Drawings Standard Documents City of Tigard Public Improvement Design Standards CWS Design and Construction Standards 07-20 5. City's Representative For purposes hereof,the City's authorized representative will be Kim McMillan,P.E.,Assistant City Engineer,who can be reached by mail at 13125 SW Hall Blvd.,Tigard, Oregon 97223;by telephone: (503) 718-2642,or via email at kimntigard-or.gov. 6. Contractor's Representative For purpose hereof,the Contractor's authorized representative will be Larry White. 7. Contractor Identification Contractor shall furnish to the City the Contractor's employer identification number, as designated by the Internal Revenue Service, or Contractor's social security number, as City deems applicable. 8. Compensation A. Progress Payments: City agrees to pay Contractor Nine Hundred Eighty Five Thousand Eight Hundred Twenty Five and No/100 Dollars ($985,825.00) for the base work plus all three additional alternate items under this Agreement. Additional work for replacement of any required sheathing and EIFS system and to re-point any required masonry shall be based at$24.80/square foot and$8.29/linear foot respectively. The total paid by the City to the Contractor for all work under this Agreement is not expected to reach One Million Five Hundred Ninety Three Thousand Five Hundred and No/100 Dollars ($1,593,500.00). Performance of those services provided hereunder, which payment shall be based upon the following applicable terms: The City will pay only for measured Pay Item quantities incorporated into the Work or performed according to the terms of the Agreement The Contractor understands and agrees that Pay Item quantities listed in the Schedule of Items do not govern payment Payment constitutes full compensation to the Contractor for furnishing all materials, equipment, labor, and incidentals necessary to complete the Work; and for risk, loss, damage, and expense arising from the nature or prosecution of the Work or from the action of the elements,subject to the provisions of 00170.80. The Contractor shall include the costs of bonds and insurance for the Project in the unit price for each Pay Item of Work to be performed. When the specifications state that the unit price for a Pay Item is compensation for certain materials or work essential or incidental to the Pay Item, the same materials or work will not be measured or paid under any other Pay Item. Contractor shall prepare and submit each month to the City Engineer at 13125 SW Hall Blvd,Tigard, Oregon 97223,a statement of services rendered,indicating the description of each service used in the proposal and the dollar amount of each service completed through the state date, together with a request for payment duly verified by the Contractor's Representative and copies of certified payroll statements. Payment by the City shall release the City from any further obligation for payment to Contractor for services performed or expenses incurred as of the date of the statement of services. Payment of installments shall not be considered acceptance or approval of any work or waiver of any defects therein. City certifies that sufficient funds are available and authorized for expenditure to finance costs of this contract during the current fiscal year. Funding in future fiscal years shall be contingent upon budgetary approval by the Tigard City Council. Contractor shall include proof of payment to any and all subcontractors and suppliers with each statement submitted to the City. The City shall retain the right to withhold payments if required proof of payment to subcontractor and suppliers is not included with a statement. As required under State of Oregon Prevailing Wage Rate (PWR) Law, the City shall withhold 25% of any progress payment amounts owed to Contractor if Contractor has failed to file certified statements with the City. B. Timing of Payments: Progress payments, less a five percent retainage as authorized by ORS 279C.555, shall be made to the Contractor within twenty (20) days of the City's receipt of the statement of services. The Contractor agrees that the "Time of Completion" is defined in the Bid Proposal, and agrees to complete the work by said date. The Contractor and City agree that the City will suffer damages each day the work remains uncompleted after the Time of Completion and that the amount of those damages are difficult to calculate. Contractor and City agree that a reasonable amount of damages for late completion is $500.00 per day and Contractor agrees to pay damages in that amount if the work is not completed by the Time of Completion. C. Final Payment: The Contractor shall notify the City in writing when the Contractor considers the project complete,and the City shall,within 15 days after receiving the written notice,either accept the work or notify the Contractor of work yet to be performed on the contract. Upon acceptance by the City, the entire balance due to the Contractor, including the retained percentage, shall be paid to the Contractor, by the City within 30 days after the date of said final acceptance. The City shall pay to the Contractor interest at the rate of one and one-half percent per month on the final payment due the Contractor, to commence 30 days after the work under the Contract has been completed and accepted and to run until the date when final payment is tendered to the Contractor. If the City does not,within 15 days after receiving written notice of completion, notify the Contractor of work yet to be performed to fulfill contractual obligations, the interest provided by this subsection shall commence to run 30 days after the end of the 15-day period. As a further conditions of final acceptance, the City may require the Contractor to submit evidence, satisfactory to the City's Representative, that all payrolls, material bills,and other indebtedness connected with the project have been paid, except that in case of any disputed indebtedness or liens, the Contractor may submit in lieu of evidence of payment, a surety bond satisfactory to the City guaranteeing payment of all such disputed amounts when adjudicated in cases where such payment has not already been guaranteed by surety bond. 9. Status Of Contractor As Independent Contractor Contractor certifies that: A. Contractor acknowledges that for all purposes related to this Agreement,Contractor is and shall be deemed to be an independent Contractor as defined by ORS 670.600 and not an employee of City, shall not be entitled to benefits of any kind to which an employee of City is entitled and shall be solely responsible for all payments and taxes required by law. Furthermore,in the event that Contractor is found by a court of law or any administrative agency to be an employee of City for any purpose, City shall be entitled to offset compensation due,or to demand repayment of any amounts paid to Contractor under the terms of this Agreement, to the full extent of any benefits or other remuneration Contractor receives (from City or third party) as a result of said finding and to the full extent of any payments that City is required to make (to Contractor or to a third party) as a result of said finding. B. The undersigned Contractor hereby represents that no employee of the City, or any partnership or corporation in which a City employee has an interest,has or will receive any remuneration of any description from Contractor, either directly or indirectly, in connection with the letting or performance of this Agreement, except as specifically declared in writing. C. If this payment is to be charged against Federal funds,Contractor certifies that he or she is not currently employed by the Federal Government and the amount charged does not exceed his or her normal charge for the type of service provided. D. Contractor and its employees, if any, are not active members of the Oregon Public Employees Retirement System and are not employed for a total of 600 hours or more in the calendar year by any public employer participating in the Retirement System. E. Contractor certifies that it currently has a City business license or will obtain one prior to delivering services under this Agreement. F. Contractor is not an officer,employee,or agent of the City as those terms are used in ORS 30.265. 10. Subcontracts -Assignment&Delegation Contractor shall submit a list of Subcontractors for approval by the City, and Contractor shall be fully responsible for the acts or omissions of any Subcontractors and of all persons employed by them, and neither the approval by City of any Subcontractor nor anything contained herein shall be deemed to create any contractual relation between the Subcontractor and City. This agreement, and all of the covenants and conditions hereof, shall inure to the benefit of and be binding upon the City and the Contractor respectively and their legal representatives. Contractor shall not assign any rights nor delegate any duties incurred by this contract, or any part hereof without the written consent of City, and any assignment or delegation in violation hereof shall be void. Any and all subcontracts issued by the contractor shall contain a provision that workers shall be paid not less that the PWR Law specified minimum wage. 11. Contractor-Payment of Benefits-Hours of Work A. The Contractor shall: 1) Makc payment promptly, as due, to all persons supplying to such Contractor labor or material for the prosecution of the work provided for in this contract; 2) Pay all contributions or amounts due the under the Industrial Accident Fund form the Contractor or subcontractor incurred in the performance of this Agreement; 3) Pay to the Department of Revenue all sums withheld from employees pursuant to ORS 316.167. 4) Not permit any lien or claim to be filed or prosecuted against the City of Tigard, on account of any labor or material furnished; B. The Contractor or the Contractor's Surety and every Subcontractor or the Subcontractor's Surety shall file certified statements with the City in writing in form prescribed by the Commissioner of the Bureau of Labor and Industries, certifying the hourly rate of wage paid each worker which the Contractor or the Subcontractor has employed upon such public work, and further certifying that no worker employed upon such public work has been paid less than the applicable prevailing rate of wage, which certificate and statement shall be verified by the oath of the Contractor or the Contractor's Surety or Subcontractor or the Subcontractor's Surety that the Contractor or Subcontractor has read such statement and certificate and knows the contents thereof and that the same is true to the Contractor's or Subcontractor's knowledge. 1) The certified statements shall set out accurately and completely the payroll records for the prior week, including the same and address of each worker, the workers correct classification,rate of pay, daily and weekly number of hours worked,deductions made and actual wages paid. 2) Each certified statement required herein shall be delivered or mailed by the Contractor or Subcontractor to the City. A true copy of the certified statements shall also be filed at the same time with the Commissioner of the Bureau of Labor and Industries. Certified statements shall be submitted as follows: a) Each Contractor or Subcontractor shall preserve certified statements for a period of three years from the date of completion of the contract. C. The Contractor agrees that if the Contractor fails, neglects or refuses to make prompt payment of any claim for labor or services furnished to the Contractor or a Subcontractor by any person in connection with this contract as such claim becomes due, the proper office of the City of Tigard may pay such claim to the person furnishing the labor or services and charge the amount of the payment against funds due or to become due to the Contractor by reason of such contract. Payment of a claim in this manner shall not relieve the Contractor or the Contractor's Surety from obligation with respect to any unpaid claims. A Contractor agrees that no person shall be employed for more than ten (10) hours in any one day, or 40 hours in any one week, except in cases of necessity or emergency or when the City deems it in the best interest of the public or policy absolutely requires it, in which event, the person so employed for excessive hours shall receive at least time and a half pay for the following. 1) For all overtime in excess of eight hours in any one day or 40 hours in any one week when the work week is five consecutive days,Monday through Friday;or 2) For all overtime in excess of 10 hours in any one day or 40 hours in any one week when the work week is four consecutive days,Monday through Friday;and 3) For all work performed on Saturday and on the legal holidays specified in ORS 279C.540. E. The Contractor agrees to provide a written schedule to all employees showing the number of hours per day and days per week the employee may be required to work. F. No City employee shall be required to work overtime or on a Saturday, Sunday or holiday in the fulfillment of this contract except where the Contractor agrees to reimburse the City in the amount of money paid the employee for such work as determined by state law, the City's personnel rules or union agreement. The Contractor shall require every subcontractor to comply with this requirement. G. If Contractor or any first-tier subcontractor fails to pay a person furnishing labor or material within 30 days after receipt of payment form the City or from the Contractor to a subcontractor, the Contractor or first-tier subcontractor shall owe the person the amount due plus interest commending at the end of the 10 day period that the payment is due under ORS 279C.580, unless payment is subject to a good-faith dispute. The interest rate shall be as specified in ORS 279C.515(2). If the Contractor or any subcontractor fails, neglects, or refuses to pay a person furnishing labor or material, the person may file a complaint with the Construction Contractors Board, unless the payment is subject to a good faith dispute as defined in ORS 279C.580. H. Contractor shall include a clause in each contact with a subcontractor a requirement that the contractor pay the subcontractor for satisfactory performance within 10 days of receipt of payment from the City for the work. Contractor shall include in contracts with subcontractors an interest provision for such payments in compliance with ORS 279C.580. Contractor shall include a clause in each contract with a subcontractor requiring the subcontractor to meet the same payment and interest standards as required by ORS 279C.580 (4). 12. Drug Testing Program ORS 279C.505 requires that all public improvement contracts contain a provision requiring contractors to demonstrate that an employee drug-testing program is in place. The Contractor demonstrates that a drug-testing program is in place by signing of the contact.The drug testing program will apply to all employees and will be maintained for the duration of the Contract awarded. Failure to maintain a program shall constitute a material breach of contract. 13. Contractor's Employee Medical Payments Contractor agrees to pay promptly as due, to any person, co-partnership, association or corporation famishing medical, surgical,and hospital care or other needed care and attention incident to sickness or injury to the Contractors employees, all sums which the Contractor agreed to pay for such services and all money and sums which the Contractor collected or deducted from employee wages pursuant to any law, contract or agreement for providing or paying for such service as referenced in ORS 279C.530. 14. Earp Termination A. This agreement may be terminated without cause prior to the expiration of the agreed upon term by mutual written consent of the parties and for the following reasons: 1) If work under the Contract is suspended by an order of a public agency for any reason considered to be in the public interest other than by a labor dispute or by reason of any third party judicial proceeding relating to the work other than a suit or action filed in regard to a labor dispute;or 2) If the circumstances or conditions are such that it is impracticable within a reasonable time to proceed with a substantial portion of the Contract. B. Payment of Contractor shall be as provided by ORS 279C.660 and shall be prorated to and include the day of termination and shall be in full satisfaction of all claims by Contractor against City under this Agreement C. Termination under any provision of this paragraph shall not affect any right, obligation,or liability of Contractor or City which accrued prior to such termination. 15. Cancellation with Cause A. City may terminate this Agreement effective upon delivery of written notice to Contractor, or at such later date as may be established by City,under any of the following conditions: 1) If City funding from federal, state, local, or other sources is not obtained and continued at levels sufficient to allow for the purchase of the indicated quantity of services. This Agreement may be modified to accommodate a reduction in funds, 2) If Federal or State regulations or guidelines are modified, changed, or interpreted in such a way that the services are no longer allowable or appropriate for purchase under this Agreement, 3) If any license or certificate required by law or regulation to be held by Contractor, its subcontractors, agents, and employees to provide the services required by this Agreement is for any reason denied,revoked,or not renewed,or 4) If Contractor becomes insolvent, if voluntary or involuntary petition in bankruptcy is filed by or against Contractor,if a receiver or trustee is appointed for Contractor,or if there is an assignment for the benefit of creditors of Contractor. Any such termination of this agreement under paragraph (a) shall be without prejudice to any obligations or liabilities of either party already accrued prior to such termination. B. City, by written notice of default (including breach of contract) to Contractor, may terminate the whole or any part of this Agreement: 1) If Contractor fails to provide services called for by this agreement within the time specified herein or any extension thereof,or 2) If Contractor fails to perform any of the other provisions of this Agreement,or so fails to pursue the work as to endanger performance of this agreement in accordance with its terms, and after receipt of written notice from City, fails to correct such failures within ten (10)days or such other period as City may authorize. The rights and remedies of City provided in the above clause related to defaults (including breach of contract) by Contractor shall not be exclusive and are in addition to any other rights and remedies provided by law or under this Agreement. If City terminates this Agreement under paragraph (b),Contractor shall be entitled to receive as full payment for all services satisfactorily rendered and expenses incurred, an amount which bears the same ratio to the total fees specified in this Agreement as the services satisfactorily rendered by Contractor bear to the total services otherwise required to be performed for such total fee; provided, that there shall be deducted from such amount the amount of damages, if any,sustained by City due to breach of contract by Contractor. Damages for breach of contract shall be those allowed by Oregon law, reasonable and necessary attorney fees, and other costs of litigation at trial and upon appeal. 16. Access to Records City shall have access to such book, documents, papers and records of Contractor as are directly pertinent to this Agreement for the purpose of making audit, examination, excerpts, and transcripts. 17. Work is Property of City All work performed by Contractor under this Agreement shall be the property of the City. 18. Adherence to Law A. Contractor shall adhere to all applicable laws governing its relationship with its employees, including but not limited to laws, rules, regulations, and policies concerning workers' compensation,and minimum and prevailing wage requirements. B. To the extent applicable, the Contractor represents that it will comply with Executive Order 11246 as amended, Executive Order 11141, Section 503 of the Vocational Rehabilitation Act of 1973 as amended and the Age Discrimination Act of 1975, and all rules and regulations issued pursuant to the Acts. C. As provided by ORS 279C.525, all applicable provisions of federal, state or local statutes, ordinances and regulations dealing with the prevention of environmental pollution and the preservation of natural resources that affect the work under this contract are by reference incorporated herein to the same force and affect as if set forth herein in full. If the Contractor must undertake additional work due to the enactment of new or the amendment of existing statutes, ordinances or regulations occurring after the submission of the successful bid, the City shall issue a Change Order setting forth the additional work that must be undertaken. The Change Order shall not invalidate the Contract and there shall be, in addition to a reasonable extension, if necessary, of the contract time, a reasonable adjustment in the contract price,if necessary, to compensate the Contractor for all costs and expenses incurred, including overhead and profits, as a result of the delay or additional work. Pursuant to ORS 279C.525(1),the following list identifies Governmental Agencies of which the City has knowledge that have enacted Environmental Laws which may affect the performance of the work: FEDERAL AGENCIES ➢ Agriculture • Department of Forest Service • Soil Conservation Service ➢ Defense • Department of Army Corps of Engineers ➢ Energy • Department of Federal Energy Regulatory Commission ➢ Environmental Protection Agency ➢ Department of Health and Human Services ➢ Housing and Urban Development • Department of Solar Energy Conservation Bank ➢ Interior,Department of • Bureau of Sports Fisheries and Wildlife • Bureau of Outdoor Recreation • Bureau of Land Management • Bureau of Mines • Bureau of Indian Affairs • Bureau of Reclamation • Geological Survey • Minerals Management Service ➢ Labor,Department of • Mine Safety and Health Administration • Occupational Safety and Health Administration ➢ Transportation,Department of • Coast Guard • Federal Highway Administration ➢ Water Resources Council STATE AGENCIES ➢ Administrative Services,Department of ➢ Agriculture,Department of Columbia River Gorge Commission Consumer&Business Services,Department of Oregon Occupational Safety&Health Division ➢ Energy,Department of Environmental Quality,Department of ➢ Fish and Wildlife,Department of Forestry,Department of ➢ Geology and Mineral Industries,Department of ➢ Human Resources,Department of ➢ Land Conservation and Development Commission ➢ Parks and Recreation,Department of ➢ Soil and Water Conservation Commission State Engineer ➢ State Iand Board ➢ Water Resources Board LOCAL AGENCIES ➢ City Council County Court ➢ County Commissioners,Board of ➢ Port Districts ➢ Metropolitan Services Districts ➢ County Service Districts ➢ Sanitary Districts ➢ Water Districts ➢ Fire Protection Districts 19. Changes City may at any time, and without notice, issue a written Change Order requiring additional work within the general scope of this Contract, or any amendment thereto, or directing the omission of or variation in work. If such Change Order results in a material change in the amount or character of the work, an equitable adjustment in the Contract price and other provisions of this Contract as may be affected may be made. Any claim by Contractor for and adjustment under this section shall be asserted in writing within thirty (30) days from the date of receipt by Contractor of the notification of change or the claim will not be allowed. Whether made pursuant to this section or by mutual agreement, no change shall be binding upon City until a Change Order is executed by the Authorized Representative of City, which expressly states that it constitutes a Change Order to this Contract. The issuance of information, advice, approvals,or instructions by City's Representative or other City personnel shall not constitute an authorized change pursuant to this section. Nothing contained in this section shall excuse the Contractor from proceeding with the prosecution of the work in accordance with the Contract,as changed. 20. Force Majeure Neither City nor Contractor shall be considered in default because of any delays in completion of responsibilities hereunder due to causes beyond the control and without fault or negligence on the part of the party so disenabled, including, but not restricted to, an act of God or of a public enemy, volcano, earthquake, fire, flood, epidemic, quarantine, restriction, area-wide strike, freight embargo,unusually severe weather or delay of Subcontractor or suppliers due to such cause;provided that the party so disenabled shall within ten (10) days from the beginning of such delay, notify the other party in writing of the causes of delay and its probable extent. Such notification shall not be the basis for a claim for additional compensation. Each party shall, however, make all reasonable efforts to remove or eliminate such a cause of delay or default and shall, upon cessation of the cause, diligently pursue performance of its obligation under Contract. 21. Nonwaiver The failure of the City to insist upon or enforce strict performance by Contractor of any of the terms of this contract or to exercise any rights hereunder shall not be construed as a waiver or relinquishment to any extent of its right to assert or rely upon such terms or rights on any future occasion. 22. Warranties All work shall be guaranteed by the Contractor for a period of one year after the date of final acceptance of the work by the Owner. Contractor warrants that all practices and procedures, workmanship, and materials shall be the best available unless otherwise specified in the profession. Neither acceptance of the work not payment therefore shall relieve Contractor from liability under warranties contained in or implied by this contract. 23. Attorney's Fees In case suit or action is instituted to enforce the provisions of this contract, the parties agree that the losing party shall pay such sum as the Court may adjudge reasonable attorney's fees and court costs including attorney's fees and court costs on appeal. 24. Governing Law The provisions of this Agreement shall be construed in accordance with the provisions of the laws of the State of Oregon. Any action or suits involving any questions arising under this Agreement must be brought in the appropriate court of the State of Oregon. 25. Conflict Between Terms It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the proposal of the Contractor, this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith. 26. Indemnification A. The City has relied upon the professional ability and training of the Contractor as a material inducement to enter into this Agreement. Contractor represents to the City that the work under this contract will be performed in accordance with the professional standards of skill and care ordinarily exercised by members of the construction profession under similar conditions and circumstances as well as the requirements of applicable federal, state and local laws, it being understood that acceptance of a Contractor's work by the City shall not operate as a waiver or release. Acceptance of documents by City does not relieve Contractor of any responsibility for design deficiencies, errors or omissions. B. Claims for other than Professional Liability. Contractor agrees and shall indemnify, defend, save and hold harmless the City of Tigard, its officers, employees, agents, and representatives from all claims, suits, or actions and all expenses incidental to the investigation and defense thereof, of whatsoever nature, including intentional acts resulting from or arising out of the activities of Contractor or its subcontractors, sub- consultants, agents or employees in performance of this contract at both trial and appeal level, whether or not a trial or appeal ever takes place including any hearing before federal or state administrative agencies.. If any aspect of this indemnity shall be found to be illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of this indemnification. C. Claims for Professional Liability. Contractor agrees and shall indemnify, defend, save and hold harmless the City of Tigard, its officers, employees, agents, and representatives from all claims, suits, or actions and all expenses incidental to the investigation and defense thereof, arising out of the professional negligent acts, errors or omissions of Contractor or its subcontractors, sub-consultants, agents or employees in performance of professional services under this agreement Any work by Contractor that results in a design of a facility that is not readily accessible to and usable by individuals with disabilities shall be considered a professionally negligent act, error or omission. D. As used in subsections B and C of this section,a claim for professional responsibility is a claim made against the City in which the City's alleged liability results directly or indirectly, in whole or in part, from the quality of the professional services provided by Contractor, regardless of the type of claim made against the City in performance of this contract. A claim for other than professional responsibility is a claim made against the City in which the City's alleged liability results from an act or omission by Contractor unrelated to the quality of professional services provided by Contractor in performance of this contract. 27. Insurance Contractor and its subcontractors shall maintain insurance acceptable to City in full force and effect throughout the term of this contract. Such insurance shall cover risks arising directly or indirectly out of Contractor's activities or work hereunder, including the operations of its subcontractors of any tier. Such insurance shall include provisions that such insurance is primary insurance with respect to the interests of City and that any other insurance maintained by City is excess and not contributory insurance with the insurance required hereunder. The policy or policies of insurance maintained by the Contractor and its subcontractors shall provide at least the following limits and coverages: A. Commercial General Liability Insurance: Contractor shall obtain, at Contractor's expense, and keep in effect during the term of this contract, Comprehensive General Liability Insurance covering Bodily Injury and Property Damage on an "occurrence" form (CG 2010 1185 or equivalent). This coverage shall include Contractual Liability insurance for the indemnity provided under this contract. The following insurance will be carried: Coverage Limit General Aggregate $3,000,000 Products-Completed Operations Aggregate $2,000,000 Personal&Advertising Injury $1,000,000 Each Occurrence $2,000,000 Fire Damage (Any one fire) $50,000 B. Pollution Liability Insurance: Contractor shall obtain, at Contractor's expense, and keep in effect during the term of this contract, Pollution Liability Insurance with limits of at least $3,000,000 per occurrence. Coverage shall include claims for bodily injury, property damage, environmental damage, and cleanup expenses (including investigation, removal, remediation, monitoring, and disposal of contamination) of any construction materials containing visible mold by the Contractor, its employees, subcontractors, or independent contractors. C. Professional Liability: Contractor shall obtain, at Contractor's expense, and keep in effect during the term of this contract, Professional Liability Insurance covering any damages caused by an error, omission or any negligent acts. Combined single limit per claim shall not be less than$2,000,000, or the equivalent Annual aggregate limit shall not be less than $3,000,000 and filed on a"claims-made"form. D. Commercial Automobile Insurance: Contractor shall also obtain, at Contractor's expense, and keep in effect during the term of the contract (Symbol 1 or Symbols 8 and 9 as applicable) Commercial Automobile Liability coverage on an "occurrence" form including coverage for all owned, hired, and non-owned vehicles. The Combined Single Limit per occurrence shall not be less than$2,000,000. If Contractor operates a personally-owned vehicle for business use under this contract, the Contractor shall obtain, at Contractor's expense, and keep in effect during the term of the contract, business automobile liability coverage for all owned vehicles on an "occurrence" form. The Combined Single Limit per occurrence shall not be less than$2,000,000. E. Workers' Compensation Insurance: The Contractor, its subcontractors, if any, and all employers providing work, labor or materials under this Contract are subject employers under the Oregon Workers' Compensation Law and shall comply with ORS 656.017, which requires them to provide workers'compensation coverage that satisfies Oregon law for all their subject workers. Out-of-state employers must provide Oregon workers' compensation coverage for their workers who work at a single location within Oregon for more than 30 days in a calendar year. Contractors who perform work without the assistance or labor of any employee need not to obtain such coverage." This shall include Employer's Liability Insurance with coverage limits of not less than $1,000,000 each accident. F. Additional Insured Provision: The City of Tigard, Oregon, its officers, directors, and employees shall be added as additional insureds with respect to this contract. All Liability Insurance policies will be endorsed to show this additional coverage. G. Extended Reporting Coverage: If any of the aforementioned liability insurance is arranged on a "claims-made"basis, Extended Reporting coverage will be required at the completion of this contract to a duration of 24 months or the maximum time period the Contractor's insurer will provide such if less than 24 months. Contractor will be responsible for furnishing certification of Extended Reporting coverage as described or continuous "claims-made"liability coverage for 24 months following contract completion. Continuous "claims-made" coverage will be acceptable in lieu of Extended Reporting coverage, provided its retroactive date is on or before the effective date of this contract. Coverage will be endorsed to provide a"per project"aggregate. H. Insurance Carrier Rating: Coverage provided by the Contractor must be underwritten by an insurance company deemed acceptable by the City. The City reserves the right to reject all or any insurance carder(s)with an unacceptable financial rating. I. Self-Insurance: The City understands that some Contractors may self-insure for business risks and the City will consider whether such self-insurance is acceptable if it meets the minimum insurance requirements for the type of coverage required. If the Contractor is self-insured for commercial general liability or automobile liability insurance the Contractor must provide evidence of such self-insurance. The Contractor must provide a Certificate of Insurance showing evidence of the coverage amounts on a form acceptable to the City. The City reserves the right in its sole discretion to determine whether self-insurance is adequate. J. Certificates of Insurance: As evidence of the insurance coverage required by the contract, the Contractor shall furnish a Certificate of Insurance to the City. No contract shall be effective until the required Certificates of Insurance have been received and approved by the City. The certificate will specify and document all provisions within this contract and include a copy of Additional Insured Endorsement. A renewal certificate will be sent to the address below prior to coverage expiration. K. Independent Contractor Status: The service or services to be rendered under this contract are those of an independent contractor. Contractor is not an officer,employee or agent of the City as those terms are used in ORS 30.265. L. Primary Coverage Clarification: All parries to this contract hereby agree that the contractors coverage will be primary in the event of a loss. M. Cross-Liability Clause: A cross-liability clause or separation of insureds clause will be included in all general liability, professional liability, pollution and errors and omissions policies required by this contract A copy of each insurance policy,certified as a true copy by an authorized representative of the issuing insurance company, or at the discretion of City, in lieu thereof, a certificate in form satisfactory to City certifying to the issuance of such insurance shall be forwarded to: City of Tigard Attn: Contracts and Purchasing Office 13125 SW Hall Blvd Tigard,Oregon 97223 Such policies or certificates must be delivered prior to commencement of the work. Ten days cancellation notice shall be provided City by certified mail to the name at the address listed above in event of cancellation or non-renewal of the insurance. The procuring of such required insurance shall not be construed to limit contractor's liability hereunder. Notwithstanding said insurance, Contractor shall be obligated for the total amount of any damage, injury, or loss caused by negligence or neglect connected with this contract. 28. Method and Place of Giving Notice,Submitting Bills and Malting Payments All notices, bills and payments shall be made in writing and may be given by personal delivery or by mail. Notices,bills and payments sent by mail should be addressed as follows: CITY of TIGARD APPLIED RESTORATION,INC Attn: Kim McMillan,P.E. Attn: Larry White Address: 13125 SW Hall Blvd Address: 803 NE 154 Ave Tigard,Oregon 97223 Vancouver WA 98684 Phone: (503) 718-2642 Phone: (619)433-4701 Fax: (503) 624-0752 Fax: (619)433-4706 Email: kimna dgmd-or.gov Email: lwhitengpi2liedrestoration.com and when so addressed, shall be deemed given upon deposit in the United States mail, postage prepaid. In all other instances,notices,bills and payments shall be deemed given at the time of actual delivery. Changes may be made in the names and addresses of the person to whom notices,bills and payments are to be given by giving written notice pursuant to this paragraph. 29. Hazardous Materials Contractor shall supply City with a list of any and all hazardous substances used in performance of this Agreement. That list shall identify the location of storage and use of all such hazardous substances and identify the amounts stored and used at each location. Contractor shall provide City with material safety data sheets for all hazardous substances brought onto City property, created on City property or delivered to City pursuant to this Agreement. For the purpose of this section, "hazardous substance" means hazardous substance as defined by ORS 453.307(5). Contractor shall complete the State Fire Marshall's hazardous substance survey as required by ORS 453.317 and shall assist City to complete any such survey that it may be required to complete because of substances used in the performance of this Agreement. 30. Hazardous Waste If, as a result of performance of this Agreement, Contractor generates any hazardous wastes, Contractor shall be responsible for disposal of any such hazardous wastes in compliance with all applicable federal and state requirements. Contractors shall provide City with documentation, including all required manifests, demonstrating proper transportation and disposal of any such hazardous wastes. Contractor shall defend,indemnify,and hold harmless City for any disposal or storage of hazardous wastes generated pursuant to this Contract and any releases or discharges of hazardous materials. 31. Severability In the event any provision or portion of this Agreement is held to be unenforceable or invalid by any court of competent jurisdiction, the remainder of this Agreement shall remain in full force and effect and shall in no way be affected or invalidated thereby. 32. Demolition—Salvage and Recycling As required by ORS 279C.510, Contractor shall salvage or recycle any construction and demolition debris if feasible and cost-effective. 33. Complete Agreement This Agreement and attached exhibits constitutes the entire Agreement between the parties. No waiver,consent,modification,or change of terms of this Agreement shall bind either party unless in writing and signed by both parties. Such waiver, consent, modification, or change if made,shall be effective only in specific instances and for the specific purpose given. There are no understandings, agreements, or representations, oral or written, not specified herein regarding this Agreement. Contractor,by the signature of its authorized representative,hereby acknowledges that he has read this Agreement, understands it and agrees to be bound by its terms and conditions. IN WITNESS WHEREOF, City has caused this Agreement to be executed by its duly authorized undersigned officer and Architect has executed this Agreement on the date hereinabove first written. Approved by Tigard's Local Contract Review Board at their July 22,2014 meeting. CITY OF TIGARD APPLIED ,INC Signature a e AUlar+14a �, G'-�l MaoAl i Printed Name&Title Printed N Ti Date Da CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT—FORM PERFORMANCE BOND Bond Number: 12099606 Project Name:Public Improvement Contract-PWR Covered Project City Hall. Police,Permit Center Re-Skin Project The Guarantee Company of North America USA (Surety#1) Bond Amount No. 1: S 985,825.00 NIA (Surety#2)* Bond Amount No.2:* S NIA *If using multiple sureties Total Penal Sum of Bond: $985.825.00 Premium:$12,358.00 We, ApMied Restoration. Inc.dba ARI as Principal, and the above identified Surety(ies), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourselves, our respective heirs, executors, administrators, successors, and assigns firmly by these presents to pay unto the City of Tigard, a municipality of the State of Oregon, the sum of (total Penal Sum of Bond) Nine Hundred Eighty Five Thousand Eight Hundred Twenty Five Dollars ($985,825.00) (Provided, that we the Sureties bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surety binds itself, jointly and severally with the Principal,for the payment of such sum only as is set forth opposite the name of such Surety),and WHEREAS, the Principal has entered into a contract with the City of Tigard, the plans, specifications, terms, and conditions of which are contained in the above-referenced project solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are made a part of this Performance Bond by reference,whether or not attached to the contract(all hereafter called"Contract';and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements, plans, and specifications, and all authorized modifications of the Contract which increase the amount of the work, the amount of the Contract, or constitute an authorized extension of the time for performance,notice of any such modifications hereby being waived by the Surety: NOW, THEREFORE, THE CONDITION OF THIS BOND IS SUCH that if the Principal herein shall faithfully and truly observe and comply with the terms, conditions, and provisions of the Contract, in all respects,and shall well and truly and fully do and perform all matters and things undertaken by Contractor to be performed under the contract,upon the terms set forth therein,and within the time prescribed therein,or as extended as provided in the Contract, with or without notice to the Sureties, and shall indemnify and save hamiless the City of Tigard,its officers,agents,and employees against any direct or indirect damages or claim of every kind and description that shall be suffered or claimed to be suffered in connection with or arising out of the performance of the Contract by the Principal or its subcontractors, and shall in all respects perform said contract according to law,then this obligation is to be void;otherwise,it shall remain in full force and effect. Nonpayment of the bond premium will not invalidate this bond nor shall the City of Tigard be obligated for the payment of any premiums. This bond is given and received under the authority of ORS Chapter 279C and Tigard Public Contracting Rules,the provisions of which are incorporated into this bond and made a part hereof. 2015 ITB -City Hall,Police,Permit Center Re-Skin Project Close: June 5,2014—2:00 pm 38 111 c. i IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTATIVES. Dated this 30th day of JUN 2014 PRINCIPAL:Applied Rest on Inc.dba By Signature P ' ted Name Title Attest:: SURETY: The GuarantCom an of North America USA (Add signatures for each.curet*if using multiple boner) BY ATTORNEY-IN-FACT: (Power-of-Attorney must accompany each surety bona Tara B con,Attome —in-Fact Name _"q' (�)a, C S 750 B Street,Suite 2400 Address San Diego,CA 92101 City State Zip 619-231-1010 888-770-6295 Phone Fax In entering this contract with Contractor/Principal,the Obligee hereby acknowledges that the Contractor/Principal and Surety shall have no liability under this contract for warranty,defective work or defective materials claims arising more than one(1)year after acceptance of the project by Obligee.The Obligee's agreement to this limitation supersedes any other section of the contract which might be interpreted to the contrary. State of California,County of I VICTOR BMJ0H Subscribed and sworn to(or ed)beforeCOMM � . me on this day of 20 ul • by —L LWft proved to me on the basis of satisfactory evidence to be the person s'who appeared before me. 2015 ITB -City Hall,Police,Permit Center Re-Skin Project Close: June 5,2014—2:00 pm 39 P_A G t? . �/rrrlrrr . l 5W NO 00 COIWUA C� . ACKNOWLEDGMENT State of California County of San Diego ) On July 30, 2014 before me, Maria Hallmark, Notary Public (insert name and title of the officer) personally appeared Tara Bacon who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. MARIA HALLMARK Commission # 1986082 Z Notary Public -California z Z - ' San Diego County My Comm. Expires Aug 22,2016 J Signat'` (Seal) THE The Guarantee Company of North America USA GUARANTEE Southfield,Michigan POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint Kyle King, Dale Harshaw,Tara Bacon,John R.Qualin BB&T Insurance Services of California,Inc. its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute,rule,regulation,contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall oe as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply,to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office The Power of Attorney is executed and may be certified so,and may be revoked, pursuant to and by authority of Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31"day of December,2003. The President,or any Vice President,acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attomey(s)-in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto, bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attomey-in-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011,of which the following is a true excerpt RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. J apNTEE Co IN WITNESS WHEREOF, THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and I r4pj� its corporate seal to be affixed by its authorized officer,this 23rd day of February,2012. 'atiTHE GUARANTEE COMPANY OF NORTH AMERICA USA �C /7 STATE OF MICHIGAN Stephen C.Ruschak,Vice President Randall Musselman,Secretary County of Oakland On this 23rd day of February,2012 before me came the individuals who executed the preceding instrument,to me personally known, and being by me duly sworn, said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company;that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF,I have hereunto set my hand at The Guarantee =r Notary Public, State of Michigan Company of North America USA offices the day and year above written. County of Oakland My Commission Expires February 27,2018 ) Acting in Oakland County I,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is still in full force and effect. _uPNTEE C.o IN WITNESS WHEREOF,I have thereunto set my hand and attached the seal of said Company this 30th day of JUIY 2014 V o < _ 6/ AN��' Randall Musselman,Secretary CITY OF TIGARD,OREGON PUBLIC IMPROVEMENT CONTRACT-FORM PAYMENT BOND Bond Number. 12099606 Project Name:Public Improvement Contract-PWR Covered Proiect City Hall,Police,Permit Center Re-Skin Project The Guarantee Company of North America USA (Surety#1) Bond Amount No. 1: S 985,825.00 (Surety#2)* Bond Amount No.2:* S nla *If uring mmllok suntier Total Penal Sum of Bond: S 985,825.00 Premium included in Performance Bond We, Applied Restoration, Inc.dba ARI as Principal, and the above identified Surety(ies), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourselves,our respective heirs,executors,administrators,successors,and assigns firmly by these presents to pay unto the City of Tigard, a municipality of the State of Oregon, the sum of (total Penal Sum of Bond) Nine Hundred Eighty Five Thousand Eight Hundred Twenty Five Dollars ($985,825.00) the Sureties bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surety binds itself,jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surety),and WHEREAS, the Principal has entered into a contract with the City of Tigard, the plans, specifications, terms, and conditions of which are contained in above-referenced project solicitation; WHEREAS, the terms and conditions of the contract, together with applicable plans, standard specifications, special provisions, schedule of performance,and schedule of contract prices, are made a part of this Payment bond by reference,whether or not attached to the contract(all hereafter called"ContraceD;and WHEREAS, the Principal has agreed to perform the Contract in accordance with the terms, conditions, requirements,plans, and specifications,and schedule of contract prices which are set forth in the Contract and any attachments, and all authorized modifications of the Contract which increase the amount of the work, or the cost of the Contract,or constitute authorized extensions of time for performance fo the Contract,notice of any such modifications hereby being waived by the Surety: NOW,THEREFORE,THE CONDITION OF THIS BOND IS SUCH that if the Principal shall faithfully and truly observe and comply with the terms, conditions, and provisions of the Contract, in all respects, and shall well and truly and fully do and perform all matters and things by it undertaken to be performed under said Contract and any duly authorized modifications that are made,upon the terms set forth therein,and within the time prescribed therein, or as extended therein as provided in the Contract, with or without notice to the Sureties,and shall indemnify and save harmless the City of Tigard its officers,agents,and employees against any claim for direct or indirect damages of every kind and description that shall be suffered or claimed to be suffered in connection with or arising out of the performance of the Contract by the Contractor or its subcontractors, and shall promptly pay all persons supplying labor, materials, or both to the Principal or its subcontractors for prosecution of the work provided in the Contract; and shall promptly pay all contributions due the State Industrial Accident Fund and the State Unemployment Compensation Fund from the Principal or its subcontractors in connection with the performance of the Contract; and shall pay over to the Oregon Department of Revenue all sums required to be deducted and retained from the wages of employees of the Principal and its subcontractors pursuant to ORS 316.167, and shall permit no lien nor claim to be filed or prosecuted against the City on account of any labor or materials furnished; and shall do all things required of 2015 ITB-City Hall,Police,Permit Center Re-Skin Project Close: June 5,2014—2:00 pm 40 1 P c the Principal by the laws of the State of Oregon, then this obligation shall be void;otherwise,it shall remain in full force and effect. Nonpayment of the bond premium will not invalidate this bond nor shall the City of Tigard be obligated for the payment of any premiums. This bond is given and received under the authority of ORS Chapter 279C and Tigard Public Contracting Rules,the provisions of which are incorporated into this bond and made a part hereof. IN WITNESS WHEREOF, WE HAVE CAUSED THIS INSTRUMENT TO BE EXECUTED AND SEALED BY OUR DULY AUTHORIZED LEGAL REPRESENTATIVES. Dated this 30th day of July 2014 PRINCIPAL: Applied RestoWigir Inc,dba ARI By: t� ,/' Signature Printea Name&Tide Attest. A41", SURETY:The Guar-ntee dipany of North America USA (Add signatures for each surety if using multiple bonds) BY ATTORNEY-IN-FACT: (Power-of-Attorney must accompany each surety bond) Tara Bacon,Attorney-in-Fact Nam cC C� Signature 750 B Street, Suite 2400 Address San Diego,CA 92101 City State Zip 619-231-1010 888-770-6295 Phone Fax In entering this contract with Contractor/Principal,the Obligee hereby acknowledges that the Contractor/Principal and Surety shall have no liability under this contract for warranty,defective work or defective materials claims arising more than one(1)year after acceptance of the project by Obligee.The Obligee's agreement to this limitation supersedes any other section of the contract which might be interpreted to the contrary. State of California, County of_ ie Subscribed and sworn to or fed) before ZTr R 5MRitr� me on this day of ,20 3 by C COMM. 020025W L —/ C ul sew ar00 Gous r proved to me on the basis of satisfactory evidence to be the person who appeared before me. 2015 ITB - City Hall,Police,Permit Venter Re-Skin Project Close: June 5,2014—2:00 pm 41 P A G t�. ,,- .� �7rwv ,�au5?2(' .� +.,r.L:.ti ;� , _... •�,�., /' �Y. a„ �„ '�, � �; i � ' � t � �, � �.. '� :'.,� ; • ACKNOWLEDGMENT State of California County of San Diego ) On July 30, 2014 before me, Maria Hallmark, Notary Public (insert name and title of the officer) personally appeared Tara Bacon who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. MARIA HALLMARK WITNESS my hand and official seal. reoCornmission # 1986082ZNotary Public-California zZ San Diego County My Comm.Expires Aug 22,2016 Signat re4 OQW- (Seal) THE The Guarantee Company of North America USA GUARANTEE'" POWER OF ATTORNEY Southfield,Michigan KNOW ALL BY THESE PRESENTS:That THE GUARANTEE COMPANY OF NORTH AMERICA USA,a corporation organized and existing under the laws of the State of Michigan,having its principal office in Southfield,Michigan,does hereby constitute and appoint Kyle King,Dale Harshaw,Tara Bacon,John R.Qualin BB&T Insurance Services of California, Inc. its true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof,which are or may be allowed,required or permitted by law,statute, rule,regulation,contract or otherwise. The execution of such instrument(s) in pursuance of these presents, shall be as binding upon THE GUARANTEE COMPANY OF NORTH AMERICA USA as fully and amply,to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at the principal office. The Power of Attorney is executed and may be certified so,and may be revoked,pursuant to and by authority of Article IX,Section 9.03 of the By-Laws adopted by the Board of Directors of THE GUARANTEE COMPANY OF NORTH AMERICA USA at a meeting held on the 31"day of December,2003. The President,or any Vice President, acting with any Secretary or Assistant Secretary,shall have power and authority: 1. To appoint Attomey(s)-in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto, bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof;and 2. To revoke,at any time,any such Attorney-in-fact and revoke the authority given,except as provided below 3. In connection with obligations in favor of the Florida Department of Transportation only, it is agreed that the power and authority hereby given to the Attorney-in-Fact includes any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts required by the State of Florida Department of Transportation. It is fully understood that consenting to the State of Florida Department of Transportation making payment of the final estimate to the Contractor and/or its assignee, shall not relieve this surety company of any of its obligations under its bond. 4. In connection with obligations in favor of the Kentucky Department of Highways only, it is agreed that the power and authority hereby given to the Attorney-in-Fact cannot be modified or revoked unless prior written personal notice of such intent has been given to the Commissioner— Department of Highways of the Commonwealth of Kentucky at least thirty(30)days prior to the modification or revocation. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of the Company adopted at a meeting duly called and held on the 6th day of December 2011,of which the following is a true excerpt: RESOLVED that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, contracts of indemnity and other writings obligatory in the nature thereof, and such signature and seal when so used shall have the same force and effect as though manually affixed. JW TEE C° IN WITNESS WHEREOF,THE GUARANTEE COMPANY OF NORTH AMERICA USA has caused this instrument to be signed and ° its corporate seal to be affixed by its authorized officer,this 23rd day of February,2012. THE GUARANTEE COMPANY OF NORTH AMERICA USA °"H AMEa``T / STATE OF MICHIGAN Stephen C.Ruschak,Vice President Randall Musselman,Secretary County of Oakland On this 23rd day of February,2012 before me came the individuals who executed the preceding instrument,to me personally known, and being by me duly sworn,said that each is the herein described and authorized officer of The Guarantee Company of North America USA;that the seal affixed to said instrument is the Corporate Seal of said Company; that the Corporate Seal and each signature were duly affixed by order of the Board of Directors of Cynthia A. Takai IN WITNESS WHEREOF, I have hereunto set my hand at The Guarantee Notary Public,State of Michigan Company of North America USA offices the day and year above written. County of Oakland My Commission Expires February 27, 2018 Y_.. '• ..-�� Acting in Oakland County 1,Randall Musselman,Secretary of THE GUARANTEE COMPANY OF NORTH AMERICA USA,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney executed by THE GUARANTEE COMPANY OF NORTH AMERICA USA,which is still in full force and effect. TEE IN WITNESS WHEREOF,I have thereunto set my hand and attached the seal of said Company this 30th day of,JU1y ,2014 C 1 tIPINAMSa40 Randall Musselman,Secretary DRAWINGS Architectural Drawings Landscaping Drawings 2015 ITB -City Hall,Police,Permit Center Re-Skin Project Close: June 5, 2014—2:00 pra 42 1 P A. G E EXHIBIT A Oregon Prevailing Wage Rates May be downloaded from hU://w-ww.oregon.gov/boli/WHD/P`YTR/Pages/pwr oregon 2014.aspY. 2015 ITB - City Hall, Police, Permit Center Re-Skin Project Close: June 5,2014—2:00 pm 43 PA G E CITY OF TIGARD CITY HALL, POLICE AND PERMIT CENTER RE-SKIN 13125 SW Hall Boulevard Tigard, Oregon 97223 PROJECT MANUAL LRS Project Number: 213060 City of Tigard Project Number: 201 4-91 01 3 May 6, 2014 City of Tigard 13125 SW Hall Boulevard Tigard, Oregon 97223 "' VolY�" PAUL 1.80 Y to 1 RiLAND,0 N OF 00`� Ll ARCHITECTS 720 NW Davis Suite 300 Portland, Oregon 97209 W503.221.1121 2503.221.2077 City of Tigard Table of Contents: 00 0110 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS INTRODUCTORY INFORMATION 000110 Table of Contents DIVISION 01 GENERAL REQUIREMENTS 01 1100 Summary of Work 012100 Allowances 012300 Alternates 01 2500 Substitution Procedures Substitution Request Form 01 2600 Contract Modification Procedures 01 2900 Payment Procedures 01 3100 Project Management and Coordination 01 3300 Submittal Procedures 01 3516 Alteration Project Procedures 01 4115 Design-Build Requirements 01 4200 Definitions and Reference Standards 01 4500 Quality Control 01 5000 Temporary Facilities and Controls 01 6000 Product Requirements 01 7329 Cutting and Patching 017400 Cleaning 01 7419 Construction Waste Management 01 7700 Closeout Procedures DIVISION 02 EXISTING CONDITIONS 024119 Selective Demolition DIVISION 04 MASONRY 040129 Unit Masonry Restoration DIVISION 06 WOOD, PLASTICS,AND COMPOSITES 061053 Miscellaneous Carpentry DIVISION 07 THERMAL AND MOISTURE PROTECTION 070145 Exterior Insulation and Finish Systems (EIFS) Restoration 071900 Water Repellents 074113 Metal Roof Panels (Alternate B) 076000 Flashing and Sheet Metal 079200 Joint Sealants DIVISION 08 DOORS AND WINDOWS 088000 Glazing LRS Architects, Inc. rmmn��nm�rii�m�i��T��mm��mmmmm»i�mri��inir�nmmmm ��ni��i�rrmm�Tinm�� mmm i i�Ti»>rmmmnm� mmmrnnm�riimm� mmnm nrrirmT��mmmn�nmim�r1111[111111117777 IDi7ilTT7 City of Tigard Table of Contents: 00 0110 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 DIVISION 09 FINISHES 09 9000 Painting END OF TABLE OF CONTENTS LRS Architects, Inc. City of Tigard Summary of Work: 01 1100 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Project Information. 2. Type of Contract. 3. Work Covered by Contract Documents. 4. Phased Construction. 5. Work under Other Owner Contracts. 6. Owner furnished products installed by Contractor. 7. Use of premises. 8. Work restrictions. 9. Safety and Health Standards. 10. Specification formats and conventions. 1.2 PROJECT INFORMATION A. Project Identification: City of Tigard, City Hall, Police and Permit Center Re-Skin. 1. Project Location: 13125 SW Hall Blvd., Tigard, Oregon 97223. B. Owner: City of Tigard, 13125 SW Hall Blvd., Tigard, Oregon 97223. C. Architect: LRS Architects, Inc., 720 NW Davis, Suite 300, Portland, Oregon 97209. 1. Contract Documents prepared for the Project by LRS Architects, Inc. are dated May 6, 2014. D. Project Manager: Oh Planning + Design Architecture, Deb France, 115 NW First Avenue, Suite 300, Portland, Oregon 97209. E. Property Manager: City of Tigard, Kim McMillian. F. The Work of the Contract includes work as indicated in the Drawings and as specified in this Project Manual, including Modifications incorporated into the Contract Documents. 1.3 TYPE OF CONTRACT A. Construct Work under single, fixed-price contract, furnished by Owner. Refer to Section 01 2900, "Payment Procedures,"for Allowances. B. Complete all Work required for Final Acceptance no later than 90 days from Notice to Proceed for each phase. 1.4 WORK COVERED BY CONTRACT DOCUMENTS A. The Work of the Contract includes remediation, repair and replacement work of the exterior building skin, flashings, sheet metal and sealants as indicated in the Drawings and as specified in this Project Manual, including Modifications incorporated into the Contract Documents. 1. Exterior Insulation and Finish System (EIFS) repair work performed to the building exterior is to be conducted to the standards of the Dryvit CARE Warranty Program. Contractor will be responsible for assisting the City with all necessary paper work for obtaining the DRyvit CARE Warranty. LRS Architects, Inc. City of Tigard Summary of Work: 01 1100 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 B. Permits: Owner will pay for all building permits and inspection fees required to execute construction. All re-inspection fees caused by the Contractor shall be paid for by the Contractor. The Contractor is responsible for and shall obtain all required permits and arrange all inspections. 1.5 PHASED CONSTRUCTION A. The Work shall be conducted in two phases, with each phase substantially complete as indicated. 1. Phase One: Remediation work on East Building (Permit Center) and Canopy as noted on the drawings. Work of this phase shall commence within designated number of days after the Notice to Proceed and be substantially complete within number of days as established in the Contract. 2. Phase Two: Remediation work on West Building (City Hall and Police Station) as indicated on the drawings. Work of this phase shall commence within designated number of days after the Notice to Proceed and be substantially Complete within number of days as established in the Contract. B. Work Sequence: Perform Work in sequence or stages to accommodate Owner and uninterrupted facility operation during construction period. Coordinate construction schedule and operations with Project Manager. Refer to Section 01 3300, "Submittal Procedures." 1. Before commencing Work of each phase, submit an updated copy of Contractor's construction schedule showing the sequence, commencement and completion date for all phases. 1.6 WORK UNDER OTHER OWNER CONTRACTS A. Owner Contracted or Concurrent Services Pertaining to Project: Cooperate fully with Owner- engaged independent contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with the following: 1. Testing and Inspection Services: Owner will provide independent, third-party testing and inspection as required by Contract Documents and authorities having jurisdiction. 2. Landscape Architect: Owner has employed third-party landscape architect for the purposes of the design of the demolition and rejuvenation of the landscaping surrounding the buildings. B. Owner Contracted or Concurrent Services NOT Directly Pertaining to Project: Cooperate fully with contracted or otherwise utilized services so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Services with coordination that will be necessary will include, but not be limited, to the following: Contact(Daytime): Debi 503.238.6801 or Josh Bearman, 503.317.9428 jbearman@tvwinc.org Contact (Evening): Michael Mansi 718.419.8483 Mmansi@tvwinc.org or Marvin Jennings 360.448.5286 mjennings@tvwinc.org Service Contact Janitorial Service: (Daytime): Debi 503.238.6801 or, Josh Bearman, 503.317.9428 jbearman@tvwinc.org (Evening): Michael Mansi 718.419.8483 Mmansi tvwinc.or or, LRS Architects, Inc. City of Tigard Summary of Work: 01 1100 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 Marvin Jennings 360.448.5286 mjennings@tvwinc.org City Alarm Fire Alarm Metro Fire and Safety 503.231.2999 Fire (General) John Wolf, Fire Marshall 503. Garbage Disposal: 503.625.6177 Pride Disposal 1.7 OWNER FURNISHED PRODUCTS INSTALLED BY CONTRACTOR(OFCI) A. Owner Furnished Products: Unless otherwise specified in the Special Provisions, Materials listed as Agency-furnished will be available to the Contractor at no additional cost to the Contractor. 1. The Owner will furnish and pay for products, as described in the following Specification Sections: None. B. Contractor Responsibilities: 1. To designate delivery dates of OFCI products in the Contractor's Construction Schedule, using Owner furnished earliest possible delivery dates for OFCI products. 2. To review shop drawings, product data, and samples and return them to Architect noting discrepancies or problems anticipated in use of product. 3. To be responsible for receiving, unloading, and handling Owner furnished items at the site. 4. To be responsible for protecting Owner furnished items from damage, including damage from exposure to the elements, and to repair or replace items damaged as result of Contractor's operations. 5. To install and otherwise incorporate Owner furnished items into the Work. 1.8 USE OF PREMISES A. Use of Site(Surrounding Area): Contractor shall limit construction operations, including storage of material and equipment to the within the staging area as established by Owner. Do not disturb portions of site or building beyond areas where Work is indicated, temporary facilities are allowed, or access is required to complete the Work. 1. Limits: Confine construction operations to the following: a. Limit vehicle use on-site to material and equipment delivery or waste and recycling pickup, except for material-handling equipment designed for use outside of building. b. Limit delivery, loading, unloading, and waste collection to routes designated by the Owner. C. Limit temporary facilities, storage, and staging for preparing the Work to areas designated by the Owner. d. Limit parking on site to one stall designated by the Owner for Contractor errands, except after-hours parking on site is permissible as long as it does not interfere with building occupants and visitors. e. Secure off-site parking as required for Contractor employees, subcontractors, and vendors. Do not use street parking within one block of the site, so the public has best access to the building. LRS Architects, Inc. City of Tigard Summary of Work: 01 1100 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 f. Maintain a clean and undamaged condition of adjacent streets. Any damage resulting from Contractor's operations shall be the responsibility of the Contractor to repair at the Contractor's expense. 2. Driveways and Entrances: a. Maintain clear access at all times for emergency vehicles, delivery of materials, and Owner and Owner's employees. Do not use these areas for parking or storage of materials. b. Schedule deliveries in a manner to minimize use of driveways and entrances. C. Schedule deliveries in a manner which will minimize the space and time requirements for storage of materials and equipment on-site. B. Contractor shall make arrangements with city and county agencies for use of public property for construction purposes and pay all fees required for such use. C. Contractor is responsible for necessary cleaning and repair of adjacent streets resulting from Contractor's operations. D. Use of Existing Building: 1. Maintain existing building in a weather tight condition throughout the construction period. 2. Allow for Owner occupancy and use by the public. a. Cooperate with Owner to minimize conflict, and to facilitate Owner's operations. b. Notify Project Manager a minimum of 72 hours in advance of activities that will affect Owner operations. Do not proceed with those activities without written permission from Project Manager. C. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Project Manager and authorities having jurisdiction. d. Maintain building fire and security systems. Maintain code-required egress from site and obtain approval from authorities having jurisdiction for construction egress plans. 3. Repair damage caused by construction operations. 4. Take all precautions necessary to protect the building and its occupants during the construction period.. 5. Do not use furniture, fixtures, equipment or other material of Owner or other contractors in the execution of the Work, without prior written approval. 6. Prior to performing work on facility roof, Contractor shall lay a protective layer of plywood on the roof in areas where Work is to be performed. LRS Architects, Inc. City of Tigard Summary of Work: 01 1100 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 1.9 WORK RESTRICTIONS A. On Site Work Hours: Work shall be generally performed inside the existing building during normal business working hours of 8 AM to 5 PM, Monday through Friday, except as otherwise indicated. Owner will provide a two week notice of changes in business hours due to seasonal work. For any work not during business hours, obtain written permission from Project Manager at least 72 hours in advance. 1. Loud or Disruptive Work: Do not schedule loud or otherwise disruptive work (e.g. bore drilling, core drilling, saw cutting,jack hammering, or major demolition)from 9:00 p.m. to 7:00 a.m. Coordinate all loud or disruptive work with the Project Manager. 2. Early Morning Hours: Schedule work through Project Manager 3. After Work Hours: Schedule work through Project Manager 4. Weekend Hours: Schedule work through Project Manager B. Food and Beverage: Restrict food or beverage storage, consumption and waste to designated areas of the premises (Contractor Break Areas): 1. Drugs: No illegal substances allowed on Owner property(zero tolerance). 2. Alcohol: No open or closed beverage containers allowed on Owner property. 3. Tobacco: No smoking, chewing, ingesting or spitting allowed on Owner property. C. Existing Utility Interruptions:do not interrupt utilities serving facilities occupied by Owner others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Project Manager a minimum of 72 hours in advance of proposed utility interruption or shutdown. 2. Do not proceed with utility interruption or shutdown without written permission from Project Manager. D. Operational Procedures: 1. Authorization: Obtain written permission from the Project Manager 72 hours prior to the following: a. Beginning Work: Receive Notice to Proceed prior to performing the Work. b. Mobilization: Moving material, equipment or personnel onto the premises; installing temporary barricades, partitions, signs or utilities; and relocating, storing or protecting existing building elements as required to perform the Work. C. Operations:Shutting down essential building operations, services, utilities or uses; beginning building and site deconstruction, demolition or disconnection; undertaking disruptive, noisy, noxious or hazardous work;and working after business hours. d. Demobilization: Removing material, equipment or personnel from the premises; removing temporary barricades, partitions, signs or utilities; and relocating, replacing or unprotecting existing building elements as required for the Work. 2. Security:Adhere to posted building notices. Become acquainted and do not interfere with existing building security systems, protocols, and exits except as required to complete the Work. Provide site and building access only to known contractor employees, subcontractors or material vendors. LRS Architects, Inc. City of Tigard Summary of Work: 01 1100 City Hall, Police and Permit Center Re-Skin Page 6 May 6, 2014 1.10 SAFETY AND HEALTH STANDARDS A. These Construction Documents and work contemplated are governed at all times by applicable provisions of Federal Law, including but not limited to, the latest amendments and supplements of following: 1. Williams-Steiger Occupational Safety& Health Act of 1970, Public Law 91-596. 2. Part 1910 -Occupational Safety and Health Standards, Chapter XVII of Title 29, Code of Federal Regulations. 3. Part 1518-Safety and Health Regulations for Construction, Chapter XIII of Title 29, Code of Federal Regulations. 4. Americans with Disabilities Act of 1990—Public Law 102-36, Code of Federal Regulations (28 CFR 36.102-36.104). B. Comply with Oregon Administrative Rules (OAR) as required by Oregon Law, including but not limited, to the following: 1. Oregon Utility Notification Center: OAR 952-001-0010 through OAR 950-001-0090. 1.11 SPECIFICATION FORMAT AND CONVENTIONS A. Specification Format: Specifications are organized into Divisions and Sections using the 50 Division format and The Construction Specifications Institute's (CSI)"MasterFormat" 2004 Edition numbering system. 1. Division 01 - General Requirements: Sections in this Division govern the execution of Work of all Specifications Sections. B. 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, as follows: 1. Abbreviated Language: a. Language used in the Specifications and other Contract Documents is abbreviated. b. Words and meanings shall be interpreted as appropriate. C. Words implied, but not stated, shall be inferred as the sense requires. d. Singular words shall be interpreted as plural, and plural words as singular, where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. a. Requirements expressed in the imperative mood are to be preformed by Contractor. b. Subjective or indicative language may be used for clarity to describe responsibilities that must be fulfilled indirectly by the Contractor, or by others when so noted. C. 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. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION LRS Architects, Inc. City of Tigard Allowances: 01 2100 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PARTI GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for allowances. 1. Certain items are specified in the Contract Documents by allowances. Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when additional information is available for evaluation. If necessary, additional requirements will be issued by Change Order. B. Types of allowances include the following: 1. Lump sum allowances. 1.2 SELECTION AND PURCHASE A. At the earliest practical date after award of Contract, advise the Architect of the date when final selection and purchase of each product or system described by an allowance must be completed to avoid delay in the Work. B. Obtain proposals for each allowance for use in making final selections. C. Purchase products and systems selected by the Architect from the designated supplier.. 1.3 SUBMITTALS A. Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders. B. Submit invoices or delivery slips to show actual quantities and cost of materials delivered to the site for use in fulfillment of each allowance. C. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance. D. Coordinate and process submittals for allowance items in same manner as for other portions of the Work. 1.4 COORDINATION A. Coordinate allowance items with other portions of the Work. Furnish templates as required to coordinate installation. 1.5 LUMP-SUM ALLOWANCES A. Allowance shall include cost to Contractor of specific products and materials, including installation, ordered under allowance and shall include taxes,freight, and delivery to Project site. B. Contractor's cost for receiving and handling at Project site, labor, installation; overhead and profit, and similar costs related to products and materials ordered under allowance shall be included as part of the Contract Sum and not part of the allowance. C. At Project closeout, credit unused amounts remaining in the allowance to Owner by Change Order. LRS Architects, Inc. iiTnTiiii?IIIIIIIIIIIII!IIIIIIIIIIIIIIIIT!liiii lliiii?iiPiiiiiiiiiiiiiiiiiiiiiiiiiiillllllllllllllllilillIFFIIIIIII11111111IIifi P City of Tigard Allowances: 01 2100 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 D. A Change Order will be issued for amounts spent on Owner selected products or systems that exceed the cost specified for the allowance. 1.6 ADJUSTMENT OF ALLOWANCES A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins. 1. Include installation costs in purchase amount only where indicated as part of the allowance. 2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed. 3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit-cost allowances. 4. Owner reserves the right to establish the quantity of work-in-place by independent quantity surrey, measure, or count. B. Submit claims for increased costs because of a change in scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit. 1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of work has changed from what could have been foreseen from information in the Contract Documents. 2. No change to Contractor's indirect expense is permitted for selection of higher- or lower-priced materials or systems of the same scope and nature as originally indicated. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 EXAMINATION A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement. 3.2 PREPARATION A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is integrated and interfaced with related work. 3.3 SCHEDULE OF ALLOWANCES A. Allowance No. 1: Include the sum of$20,000.00 for the replacement metal flashings, metal copings and sheet metal as specified in Section 07 6000 and as indicated on the drawings. B. Allowance No. 2: Include the sum of$ 7,000.00 for the removal and re-installation of existing surface conduit for exterior wall surface repair as noted on the Drawings. END OF SECTION LRS Architects, Inc. City of Tigard Alternates: 01 2300 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for Alternates. 1.2 DEFINITIONS A. Alternate: An amount proposed by bidders and stated on Bid Form for certain work defined in Bidding Requirements that may be added to or deducted from Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. 1. Alternates described in this Section are part of the Work only if enumerated in the Agreement. 2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum. 1.3 PROCEDURES A. Owner reserves right to select any or all of alternates up to thirty calendar days after award of Contract, unless otherwise stated in Bidding Requirements. B. Coordination: Modify or adjust of affected adjacent work as necessary to completely integrate work of the alternate into Project. 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not described as part of alternate. C. Notification: Immediately following award of the Contract, notify in writing each party involved of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. D. Execute accepted alternates under same conditions as other Work of the Contract. E. Schedule: A Schedule of Alternates is included at the end of this Section. Drawings, and Specification Sections referenced in the schedule, contain requirements and materials necessary to achieve the work described under each alternate. PART 2 PRODUCTS (not applicable) PART 3 EXECUTION 3.1 SCHEDULE OF ALTERNATES A. Alternate A: Remove roof, soffit and cladding from canopy. Add structure, skylight, new roofing and soffit as indicated in the Drawings. B. Alternate B: Remove and replace metal roofing and fascia panels, roof drainage system and related flashings as specified in Section 07 4113, "Metal Roof Panels," Section 07 6000, "Flashing and Sheet Metal," and as indicated in the Drawings. Work occurs in both Phase One and Phase Two, LRS Architects, Inc. City of Tigard Alternates: 01 2300 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 C. Alternate C: Paint existing window frames as specified in Section 09 9000, "Painting. Work occurs in both Phase One and Phase Two. END OF SECTION LRS Architects, Inc. City of Tigard Substitution Procedures: 01 2500 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. This Section includes requirements and procedures for submission and consideration of substitutions. 1.2 SUBSTITUTIONS A. Definition of Substitutions: Contractor proposals for changes in products, materials, equipment, and methods of construction required by the Contract Documents are considered to be requests for substitution. 1. The following are not considered to be requests for substitution: a. Revisions to the Contract Documents requested by Owner or Architect. b. Specified options of products and construction methods included in the Contract Documents. C. Contractor's determination of and compliance with regulations and orders issued by governing authorities. B. Substitution requests will only be considered for manufacturers, products, or systems listed in the Specifications that are followed with "or approved,""or approved equal," or"Substitutions: Submit according to requirements of Section 01 2500." C. Substitution requests will not be accepted during the bidding period. Substitution requests will only be accepted and considered subject to the following provisions: 1. Architect will only receive substitution requests submitted in writing. 2. Contractor shall submit to the Architect, within 15 calendar days after the date of commencement in the Notice to Proceed, a typewritten list containing a description of each proposed substitution. D. If a request for substitution occurs after the 15 calendar day period, the substitution may be reviewed at the discretion of the Architect; the costs of such review, as approved by the Owner, shall be borne by Contractor and will be deducted from the Contract price. E. Requests for substitutions will only be considered if Contractor submits the following supporting data entered onto, or attached to, the"Substitution Request"form included at the end of this Section: 1. Complete technical data, including drawings, performance specifications, samples and test reports of the article proposed for substitution; and any additional information required by the Architect. 2. Statement by Contractor that the proposed substitution is in full compliance with the requirements of the Contract Documents and applicable regulatory requirements. 3. List of Subcontractors, if any, whose work may be affected by the substitution. 4. If the proposed substitution requires that portions of the work be redesigned or removed in order to accommodate the substituted item, submit design and engineering calculations prepared by a properly licensed design professional. F. In reviewing the supporting data submitted for substitutions, the Architect will use for purposes of comparison all the characteristics of the specified material or equipment as they appear in the manufacturer's published data even though all the characteristics may not have been particularly mentioned in the Specifications. If more than 2 submissions of supporting data are required, the cost of reviewing the additional supporting data shall be borne by Contractor, and the Owner will deduct the costs from the Contract price. LRS Architects, Inc. City of Tigard Substitution Procedures: 01 2500 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 G. The Architect may reject any substitutions not proposed in the manner and within the time prescribed hereinbefore. H. Architect will be sole judgeof acceptability of any proposed substitution, and decision of Architect will be final. I. Approved substitutions are accepted only by Change Order, and thereafter become a part of the Contract Documents. J. Contractor's submittal and Architect's acceptance of Shop Drawings, Product Data, or Samples for construction activities not complying with the Contract Documents do not constitute an acceptable or valid request for substitution, nor do they constitute approval. 1.3 CONTRACTOR'S RESPONSIBILITIES A. Contractor's responsibilities in submitting substitution requests are as follows: 1. Investigate proposed products and determine they are equal or superior in all respects to products specified. 2. Provide same guarantee for accepted substitutions as for products specified. 3. Make changes in, and coordinate,the Work as may be required to incorporate and install accepted substitutions. 4. Waive all claims for additional costs that subsequently become apparent that are related to substitutions. B. The 15 calendar day submittal period does not excuse Contractor from completing the work within the Contract time. C. If the Architect, in reviewing proposed substitute materials and equipment, requires revisions or corrections to be made to previously accepted shop drawings and supplemental supporting data to be resubmitted, Contractor shall promptly do so. D. Samples may be required. Tests required by the Architect for the determination of quality and utility shall be made at the expense of Contractor,with acceptance of the test procedure first given by the Owner's Representative. 1.4 SUBSTITUTIONS NOT PERMITTED A. Substitutions will not be accepted during the bidding period or anytime prior to award of Contract. B. Substitutions indicated or implied on submitted Shop Drawings or Product Data without first requesting approval in accordance with requirements of this Section. C. Where manufacturers, products, or systems listed in the Specifications are not followed with "or approved""approved equal"or"Substitutions: Submit according to requirements of Section 01 2500," it is intended that substitutions are not permitted. D. Substitutions that do not meet the requirements of this Section. END OF SECTION LRS Architects, Inc. Advancement ton o„ TeSUBSTITUTION Technologylogy REQUEST LRS Architects, Inc. (After 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.: Installer: Address: Phone: History: ❑New product ❑ 2-5 years old ❑5-10 yrs old ❑More than 10 years old Differences between proposed substitution and specified product: ❑Point-by-point comparative data attached-REQUIRED BY A/E Reason for not providing specified item: Similar Installation: Project: Architect: Address: Owner: Date Installed: Proposed substitution affects other parts of Work: ❑No ❑Yes;explain Savings to Owner for accepting substitution: ($ ). Proposed substitution changes Contract Time: ❑No ❑Yes [Add] [Deduct] days. Supporting Data Attached: ❑Drawings ❑Product Data ❑Samples ❑Tests ❑Reports ❑ SUBSTITUTION REQUEST (Continued) 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. • Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become apparent are to be waived. • 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. • Coordination,installation,and changes in the Work as necessary for accepted substitution will be complete in all respects. Submitted by: Signed by: Firm: Address: Telephone: Attachments: A/E's REVIEW AND ACTION ❑Substitution approved-Make submittals in accordance with Specification Section 012500. ❑Substitution approved as noted-Make submittals in accordance with Specification Section 012500. ❑Substitution rejected-Use specified materials. ❑Substitution Request received too tate-Use specified materials. Signed by: Date: Additional Comments: ❑Contractor ❑Subcontractor ❑Supplier ❑Manufacturer ❑A/E ❑ City of Tigard Contract Modification Procedures: 01 2600 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing the following Contract modifications: 1. Requests for Interpretation. 2. Architects Supplemental Instructions. 3. Proposal Requests. 4. Construction Change Directives. 5. Change Orders. B. Related Documents and Sections: 1. Section 01 2100: Allowances,for procedural requirements for handling and processing allowances. 2. Section 01 2500: Substitution Procedures,for administrative procedures for handling request for substitutions made after Contract award. 3. Section 01 7700: Closeout Procedures,for requirements for inclusion of contract modifications in record documents. 1.2 RESPONSIBLE PARTIES A. Immediately following Contract execution, Owner and Contractor to identify each person who is responsible for executing Change Orders and other modifications to the Contract. 1.3 DEFINITIONS A. Request for Interpretation (RFI): 1. Written request submitted by Contractor to Architect on standard form requesting interpretation of Contract documents. 2. An RFI shall only be used as a vehicle for confirming or verifying an issue through an interpretation of the Contract Documents; responses that result in change to Contract Documents and adjustment to Contract Sum and/or Contract Time must be documented in a Change Order. B. Architect's Supplemental Instructions (ASI): 1. Architect's written order of instruction to Contractor, signed by Architect, that authorizes minor changes in Work that do not change Contract Sum or Contract Time. C. Proposal Request(PR): 1. Initiated by Architect:Written request by Architect to Contractor to quote change to Contract Sum and/or Contract Time for proposed change to Contract Documents. 2. Initiated by Contractor: Written request by Contractor to Architect proposing change to Contract Documents accompanied with quotation for change to Contract Sum and/or Contract Time. LRS Architects, Inc. City of Tigard Contract Modification Procedures: 01 2600 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 D. Construction Change Directive (CCD): 1. Written order prepared by Architect, signed by Owner and Architect, directing Contractor to proceed with change to Contract Documents which affect Contract Sum and/or Contract Time,for subsequent inclusion in a Change Order after change to Contract Sum and/or Contract Time has been determined. E. Change Order (CO): 1. Prepared by Architect and signed by Owner, Contractor, and Architect stating their agreement to a change to Contract Documents and adjustment to Contract Sum and/or Contract Time. 1.4 REQUEST FOR INTERPRETATION (RFI): A. Submit RFIs numbered in sequential order, reviewed by Contractor with respect to Construction Documents, with the following information: 1. Project name and address. 2. Architects name. 3. Contractors name. 4. Date of RFI. 5. Drawing and/or Specification reference. 6. Signature of Contractor's reviewer. 7. Indicate"URGENT"on RFIs that may cause impact to the project schedule. B. Architect will receive RFIs only from the Contractor;Architect will not accept RFIs directly from subcontractors, suppliers, or other entities. C. Architect will receive only legible, properly prepared RFIs. 1. Unreadable facsimile machine RFIs, illegibly written RFIs, or RFIs with incomplete information, will be returned promptly without action. 2. RFIs may be transmitted to Architect by facsimile machine. a. Architect will return response by same method received from Contractor. 3. Architect will review RFIs with respect to Contract Documents and return response within 7 calendar days. a. RFIs marked "URGENT'will take precedence, in order received, over outstanding RFIs and be answered by Architect as soon as possible. D. Contractor, in being fully familiar with Construction Documents, shall not be relieved of responsibility to coordinate the Work to prevent adverse impact to Project schedule when submitting RFIs to Architect for interpretation of Contract Documents. 1.5 ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS (ASI) A. Architect's Supplemental Instructions may include supplementary or revised Drawings and/or Specifications to describe minor changes to Contract Documents. B. Architect's Supplemental Instructions will be executed on AIA Form G710, or other similar form designated by Architect. LRS Architects, Inc. City of Tigard Contract Modification Procedures: 01 2600 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 1.6 PROPOSAL REQUEST (PR) A. Proposal Request Initiated by Architect: 1. Proposal Request is a request for information only, and is not an instruction or authorization to execute the change, or an order to stop Work in progress. 2. Proposal Request may include supplementary or revised Drawings and/or Specifications to describe a proposed change to Contract Documents. 3. Contractor shall submit cost and/or time quotations to Architect within 10 working days following receipt of Proposal Request. B. Proposal Request Initiated by Contractor: 1. Proposal Request is for a change in the Work accompanied by a detailed quotation of impact on Contract Sum and/or Contract Time. 2. Proposal Request may include revised Drawings and/or Specifications to describe a proposed change to Contract Documents. 3. Proposal Request is a request for information only, and does not authorize the Contractor to execute the change or stop Work in progress without the Architect's and Owner's authorization. 4. Contractor initiated Proposal Requests may take the form of a"Claim"where Contractor finds it necessary for proper execution of the Work,to propose a change in the Work that is not shown or indicated in Contract Documents, and may affect Contract Sum and/or Contract Time,which for which no Proposal Request or Construction Change Authorization has been issued by the Architect. a.' Contractor's determination that Architect's response to an RFI that affects Contract Sum and/or Contract Time may be addressed in a Proposal Request. 5. Architect shall respond to Contractor initiated proposals within 10 working days following receipt of Proposal Request. 1.7 CONSTRUCTION CHANGE DIRECTIVE (CCD) A. A Construction Change Directive is issued in lieu of a Proposal Request when time is of the essence and change to Contract Sum and/or Contract Time cannot be determined prior to start of the work. B. A Construction Change Directive (CCD) is executed on AIA Form G714 or other similar form designated by Architect, and may include supplementary or revised Drawings and/or Specifications to describe change to the Contract Documents. C. Both Owner and Architect will sign and date a Construction Change Directive (CCD) that directs the Contractor to proceed with change to the Contract Documents prior to determination of cost and/or time. D. Contractor shall submit to Architect itemized change to Contract Sum and/or Contract Time within 10 working days when possible, and no more than 30 calendar days, except for the following conditions: 1. Unit prices have been agreed upon and quantities cannot be determined until work described in the CCD has been completed. 2. Owner has agreed that Contract Sum and/or Contract Time of can be determined at completion of work described in the CCD. LRS Architects, Inc. City of Tigard Contract Modification Procedures: 01 2600 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 E. When Owner, Architect,and Contractor concur on change to Contract Sum and/or Contract Time, as described in the General Conditions for"Construction Change Directives," the change to Contract Sum and/or Contract Time will be included in a Change Order. 1.8 CHANGE ORDERS A. Architect will prepare each Change Order utilizing AIA Document G701, or other similar form acceptable to Owner. B. Changes to Project Contract Sum and/or Contract Time listed or indicated in Change Orders shall include or be determined by methods described in the General Conditions, and as follows: 1. Proposal Requests approved for change to Contract Documents by Owner and Architect that have not been converted to a Construction Change Directive. 2. Construction Change Directives where Owner,Architect, and Contractor have agreed to change in Project Contract Sum and/or Contract Time. 3. Changes to Project Contract Sum and/or Contract Time that have not been documented by Proposal Request or Construction Change Directive, but have been agreed upon by Owner,Architect, and Contractor. 1.9 ALLOWANCES A. Allowance Adjustment: To adjust allowance amounts, base each Change Order proposal on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place. 1. Include installation costs in purchase amount only where indicated as part of the allowance. 2. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit-cost allowances. 3. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count. 1.10 DOCUMENTATION FOR CONTRACT MODIFICATIONS A. Cost and Time Quotations: Support quotation for changes in the Work with sufficient substantiating data to allow Architect to evaluate quotation, to include the following: 1. Labor expended in hours and unit cost. 2. Equipment cost. 3. Products,with quantities used and unit cost, including purchase source. 4. Taxes, Insurance, and Bonds. 5. Credit for deleted work where applicable with same documentation as required for cost increases for additional work. 6. Overhead and profit,determined after credits have been deducted from additions. 7. Justification for change in Contract Time. B. For claims for Work not authorized through Proposal Requests or Construction Change Directives, provide supporting documentation for each claim for additional cost as indicated above for cost and time quotations with the following additional information: 1. Name of Owner's authorized agent who ordered work, and date of Order. 2. Dates and hours work performed, and by whom. 3. Timecard records, including summary of hours worked, and hourly rates paid. 4. Receipts and invoices for products used including quantities and unit costs. 5. Receipts and invoices for equipment utilized, including dates and time of use. LRS Architects, Inc. City of Tigard Contract Modification Procedures: 01 2600 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 6. Provide the same documentation indicated above for subcontracts same as required for Contractor's own forces. C. Document requests for Product substitutions according to requirements of Section 01 2500. 1.11 CORRELATING CHANGE ORDERS WITH OTHER REQUIREMENTS A. Revise Schedule of Values and Applications for Payment to record each Change Order as separate item of work with adjustment to Contract Sum and Contract Time as described in Section 01 2900: Payment Procedures. B. Revise Construction Schedule to reflect each change in Contract Time. C. Revise Subschedules to show changes for other items of work affected by modifications to Contract Documents. D. Record modifications in Record Documents. END OF SECTION LRS Architects, Inc. City of Tigard Payment Procedures: 01 2900 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Sections: 1. Section 01 2100:Allowances, for procedural requirements governing handling and processing allowances. 2. Section 01 2600: Contract Modification Procedures, for administrative procedures for handling changes to the Contract. 1.2 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the Schedule of Values with preparation of the Contractor's Construction Schedule. 1. Correlate line items in the Schedule of Values with other required administrative schedules and forms, including: a. Application for Payment forms with Continuation Sheets. b. List of Subcontractors, principle suppliers, and fabricators. C. Submittals Schedule. 2. Submit the Schedule of Values to Owner within 48 hours of bid submission. a. Submit more detailed Schedule of Values to Architect at earliest possible date but no later than 7 days before date scheduled for submittal of initial Applications for Payment. B. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Schedule of Values. Provide at least one line item for each Specification Section. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Name of the Architect. C. Architect's project number. d. Contractor's name and address. 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. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers) that affect value. LRS Architects, Inc. City of Tigard Payment Procedures: 01 2900 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 g. Dollar value. 1) Percentage of Contract Sum to nearest one-hundredth percent, adjusted to total 100 percent. 4. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts, where appropriate. 5. Round amounts to nearest whole dollar; the total to equal the Contract Sum. 6. Provide a separate line item for each part of the Work where Applications for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. Include evidence of insurance or bonded warehousing for items stored off-site. 6. Allowances: Provide a separate line item for each allowance. 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 either as separate line items or distributed as general overhead expense, at Contractor's option. 8. Update and resubmit the Schedule of Values before the next Application for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. 1.3 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by Architect and paid for by Owner. I. The initial Application for Payment,the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements. B. Payment Application Times:The date for each progress payment date is as agreed to by the Owner and the Contractor. The period of construction Work covered by each Application for Payment is the period indicated in that Agreement. C. Payment Application Forms: Use AIA Document G702 and Continuation Sheets G703. D. Application Preparation: Compete every item of form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action. 1. Match entries with data on the Schedules of Values. 2. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. E. Transmittal: Submit 3 signed and notarized original copies of each application for payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. LRS Architects, Inc. City of Tigard Payment Procedures: 01 2900 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 F. Waivers of Mechanic Lien: With each Application for Payment, submit waivers of mechanic's lien from subcontractors, sub-subcontractor, and suppliers for construction period covered by the previous application. 1. Submit partial waivers on each item for the amount requested in previous applications, after deduction for retainage, on each item. 2. When an application shows completion of an item, submit final or full waivers. 3. Owner reserves the right to designate which entities involved in the Work must submit waivers. 4. Submit final Application for payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. 5. Submit waivers of lien on forms, executed in a manner acceptable to Owner. G. Initial Application for Payment:Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Schedule of Values. 3. Contractor's Construction Schedule. 4. Products list 5. Submittals Schedule. 6. List of Contractor's staff assignments. 7. List of Contractor's principal consultants. 8. Copies of building permits. 9. Initial progress report. 10. Report of preconstruction conference. 11. Certificates of insurance and insurance policies. 12. Performance and payment bonds. 13. Data needed to acquire the Owners insurance. H. Application for Payment at Substantial Completion:After issuance of the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for 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. 2. This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. 3. Administrative actions and submittals that must precede or coincide with this application include the following: a. Occupancy permits and similar approvals. b. Warranties (guarantees) and maintenance agreements. C. Test/adjust/balance records. . d. Maintenance instructions. e. Final cleaning. f. Application for reduction of retainage and consent of surety. g. Advice on shifting insurance coverages. h. List of incomplete Work recognized as exceptions to Architect's Certificate of Substantial Completion. I. Final Payment Application: Submit final Application for Payment 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. LRS Architects, Inc. City of Tigard Payment Procedures: 01 2900 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 2. Completion of items specified for completion after Substantial Completion. 3. Updated final statement, accounting for final changes to the Contract Sum. 4. Evidence that claims have been settled. 5. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 6. Assurance that incomplete Work not accepted, if applicable, will be completed without undue delay. 7. Evidence that taxes, fees, and similar obligations were paid. 8. Removal of temporary facilities and services. 9. Removal of surplus materials, rubbish, and similar elements. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION (Not Applicable) END OF SECTION LRS Architects, Inc. City of Tigard Project Management and Coordination: 01 3100 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to,the following: 1. General Project coordination procedures. 2. Coordination Drawings. 3. Project meetings. 4. Construction schedule. 5. Submittal schedule. 6. Field Engineering. B. Related Sections: 1. Section 01 3300: Submittal Procedures. 2. Section 01 6000: Product Requirements, for coordinating selection of products. 3. Section 01 7400: Cleaning, for coordinating progress and final cleaning. 4. Section 01 7700: Closeout Procedures,for coordinating Contract closeout requirements. 1.2 COORDINATION A. Coordinate construction operations included in various Specification Sections to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections,which depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain 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 contractors to ensure maximum accessibility for required maintenance, service, and repair. 3. Coordinate storage or staging areas for all trades. B. If necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. C. Administrative Procedures: 1. Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: a. Preparation of Contractor's construction Schedule. b. Preparation of the Schedule of Values. C. Installation and removal of temporary facilities and controls. d. Delivery and processing of submittals. e. Progress meetings. f. Preinstallation conferences. g. Startup and adjustment of systems. h. Project closeout activities. LRS Architects, Inc. City of Tigard Project Management and Coordination:01 3100 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 D. Conservation: Coordinate construction operations to assure that operations are carried out with consideration given to conservation of energy,water, and materials. E. Coordination of Key Personnel:Within 15 days of commencement of construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. 1. Identify individuals,their duties and responsibilities. 2. List addresses and telephone numbers, including home and office telephone numbers. 3. Post copies of list in Project meeting room, and temporary field office. Keep list current at all times. 1.3 COORDINATION DRAWINGS A. Coordination Drawings: 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. Content: Project specific information, drawn accurately to scale. Do not base Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable: a. Indicate functional and spatial relationships of components for architectural, structural, civil, mechanical, and electrical systems. b. Indicated required installation sequences. C. Indicate dimensions shown on Contract Documents and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect for resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. 1.4 PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute agenda to all invited attendees. 3. Minutes: Record significant discussions, and agreements achieved. Distribute meeting minutes to everyone concerned, including Owner and Architect, within 72 hours after each meeting. B. Preconstruction Conference: 1. Schedule a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but not later than 15 days after execution of Agreement. a. Hold conference at Project site or other location agreeable to Owner and Architect. b. Conduct meeting to review responsibilities and personnel assignments. LRS Architects, Inc. City of Tigard Project Management and Coordination: 01 3100 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 2. Attendees:Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties deemed necessary. 3. All participants shall be familiar with Project and authorized to conclude matters relating to the Work. 4. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Critical work sequencing and long-lead items. C. Designation of key personnel and their duties. d. Procedures for processing field decisions and Change Orders. e. Procedures for requests for interpretations (RFIs). f. Procedures for testing and inspection. g. Procedures for processing Applications for Payment. h. Distribution of Contract Documents. i. Submittal procedures. j. Routing of correspondence. k. Preparation of Record Documents. I. Use of premises. k. Work restrictions. M. Responsibility for temporary facilities and controls. n. Construction waste management and recycling. o. Site access,traffic, and parking availability and rules. P. Office,work, and storage areas. q. First aid. r. Security. S. Progress cleaning. t. Owner's occupancy requirements. 5. Minutes: Contractor will record and distribute meeting minutes. C. Preinstallation Conferences: 1. Conduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction. 2. Attendees: Contractor and its superintendent, installer and representatives of manufacturer's and fabricator's involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow. Include code enforcement personnel if required by local codes. 3. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following: a. The Contract Documents. b. Related Change Orders. C. Submittals. d. Review of mockups. e. Possible conflicts or compatibility problems. f. Time schedules. g. Weather limitations. h. Manufacturer's written recommendations. i. Warranty requirements. j. Acceptability of substrates. k. Regulations of authorities having jurisdiction. I. Testing and inspecting requirements. M. Installation procedures. n. Coordination with other work. LRS Architects, Inc. City of Tigard Project Management and Coordination: 01 3100 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 o. Protection of adjacent work. 4. Do not proceed with installation if conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene conference at earliest feasible date. 5. Minutes: Contractor will record and distribute meeting minutes to each party present and to parties who should have been present. D. Progress Meetings: 1. Conduct progress meetings at Project site at regular scheduled intervals. a. Coordinate meeting dates with preparation of payment request. 2. Attendees:Authorized representatives of Owner,Architect, Contractor, and each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination, or performance of immediate future activities. a. Participants shall be familiar with Project and authorized to conclude matters relating to the Work. 3. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that affect progress, including topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Progress cleaning. 5) Status of correction of deficient items. 6) Field observations. 7) Requests for interpretation (RFIs). 8) Status of Proposal Requests. 9) Status of Change Orders. 10) Project administration issues. 4. Minutes: Contractor will record and distribute meeting minutes to Owner and Architect. Contractor shall be responsible for distribution to subcontractors, suppliers, or other entities concerned with current progress. 5. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. 1.5 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Bar-Chart Schedule: Submit a comprehensive,fully developed, horizontal bar-chart type Contractor's Construction Schedule within 30 days after date established for commencement of Work. LRS Architects, Inc. City of Tigard Project Management and Coordination: 01 3100 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 B. Indicate each significant construction activity separately. Identify first working day of each week with a continuous vertical line. 1. Include start-up,finish, duration, slack time, approval dates, material ordering, delivery dates, anticipated shutdowns, partial occupancy and Owner use, Completion Date and other such information required to allow Owner's monitoring of progress of project and identifying critical path of events required to meet Completion Date. 2. Use same breakdown of units of Work as indicated in Schedule of Values. C. Distribution: Following response to initial submittal, print and distribute copies to Architect, Owner, subcontractors, and other parties required to comply with scheduled dates. D. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. 1. Bring significant deviations from Schedule immediately to Owner's and Architect's attention. 1.6 SUBMITTALS SCHEDULE A. Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates. 1. Coordinate Submittals Schedule with list of subcontracts,the Schedule of Values, and Contractor's Construction Schedule. 1.7 FIELD ENGINEERING A. Engineering Services: 1. Provide field engineering services as required for construction. 2. Locate and maintain an accurate benchmark on or near site that has been established by a Registered Surveyor. Relate subsequent elevations of finish grades and building elements directly to this benchmark. B. Existing Control Points: 1. Protect control points prior to starting Work, and preserve permanent reference points during construction. 2. Make no changes or relocations of control points without prior written notice to Architect's Representative. 3. Report to Architect's Representative when any reference point is lost or destroyed, or requires relocation because of necessary changes in grades or locations. C. Instrument Layout: 1. Use site benchmarks and existing elevation control points to establish lines and levels, located and laid out by survey instrumentation. D. Corrections: 1. Record changes in elevations or location of Work on project record Documents. 2. Report errors in horizontal and vertical dimensions and grades prior to starting Work. LRS Architects, Inc. City of Tigard Project Management and Coordination:01 3100 City Hall, Police and Permit Center Re-Skin Page 6 May 6, 2014 E. Verification and Coordination: 1. Verify dimensions of new and existing Work. a. If field measurements differ slightly from Drawings, modify to accommodate. If field measurements differ significantly, notify Architect prior to commencing Work. 2. Coordinate locations of openings through floors, roofs and walls. F. Documentation: 1. Submit documentation to verify accuracy of field engineering work when requested by Architect. END OF SECTION LRS Architects, Inc. City of Tigard Submittal Procedures: 01 3300 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for submittals required for performance of Work, including Shop Drawings, Product Data, and Samples. B. Related Sections: 1. Section 01 2500: Substitution Procedures, for substitutions submittal requirements. 2. Section 01 2900: Payment Procedures, for Applications for Payment and Schedule of Values submittal requirements. 3. Section 01 3100: Project Management and Coordination,for Coordination Drawings, Contractor's Construction Schedule, Submittals Schedule, and distribution of meeting and conference minutes submittal requirements. 4. Section 01 4500: Quality Control, for test and inspection reports submittal requirements. 5. Section 01 7700: Closeout Procedures, for Record Drawings, Record Specifications, Operation and Maintenance Manuals, and warranties submittal requirements. 6. Sections with specific requirements for submittals indicated in those Sections. 1.2 DEFINITIONS A. Action Submittals: Written and graphic information that requires Architect's responsive action. B. Informational Submittals: Written information that does not require Architect's responsive action. Submittals may be rejected for not complying with requirements. 1.3 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals,and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed by need to review submittals concurrently for coordination. a. Architect reserves right to withhold action on a.submittal requiring coordination with other submittals until related submittals are received. b. Partial submittals may be rejected as not complying with these provisions. B. Submittals Schedule: Comply with requirements of Section 01 3100, Project Management and Coordination,for list of submittals and time requirements for scheduled performance of related construction activities. C. Processing Time:Allow enough time for submittal review, including time for resubmittals, as follows. 1. Time for review shall commence on Architect's receipt of submittal. 2. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals. LRS Architects, Inc. City of Tigard Submittal Procedures: 01 3300 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 3. Initial Review: Allow minimum 10 working days for initial review of each submittal. a. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination. 4. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal. 5. Sequential Review:Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 15 days for initial review of each submittal. 6. Resubmittal Review:Allow minimum 10 working days for initial review of each submittal. D. Paper Submittals: Place a permanent label or title block on each submittal for identification. 1. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect. 2. Include the following information on label: a. Project name. b. Date. C. Name of Architect. d. Name of Contractor. e. Name of firm or entity that prepared submittal. f. Name of manufacturer. g. Submittal number, including revision identifier. 1) Submittal number.shall use Specification Section number followed by a decimal point and then a sequential number (e.g. 06 1000.01). Resubmittals should include an alphabetic suffix (e.g. 06 1000.01 A). h. Number and title of appropriate Specification Section. i. Drawing number and detail reference, as appropriate. j. Location(s) where product is to be installed, as appropriate. k. Other necessary identification. E. Submit items pertaining to only one Specification Section in each submittal. F. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals. G. Transmittal: Package each submittal individually and appropriately for transmittal and handling. 1. Transmit each submittal from Contractor to Architect using a transmittal form. 2. Architect will return submittals,without review, received from sources other than Contractor. H. Resubmittals: make resubmittals in same form and number of copies as initial submittal. I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others necessary as necessary for performance of construction activities. J. Use for Construction: Use only submittals with mark indicating Architect's final release. LRS Architects, Inc. City of Tigard Submittal Procedures: 01 3300 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 K. Submittal Log: Maintain an accurate submittal log for duration of Work, showing current status of submittals at all times. Make log available to Owner and Architect for review upon request. PART PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. 2.2 PRODUCT DATA A. Collect Product Data into a single submittal for each element of construction and type of product or equipment. 1. If information must be specifically prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not Product Data. B. Mark each copy of each submittal to show which products and options are applicable. 1. Product Data, such as general product brochures containing information on other products that are not required or proposed for Work,which are not clearly marked to indicate which products and options are applicable to Project will be returned by Architect without review or action. C. Include following information,as applicable: 1. Manufacturer's written recommendations. 2. Manufacturer's product specifications. 3. Manufacturer's installation instructions. 4. Standard color charts. 5. Manufacturer's catalog cuts. 6. Compliance with specified referenced standards. 7. Testing by recognized testing agency. 8. Performance characteristics and capacities. 9. Notation of dimensions verified by field measurement. 10. Wiring diagrams showing factory installed wiring. 11. Printed performance curves. 12. Operational range curves. 13. Mill reports. 14. Notation of coordination requirements. D. Colors and Patterns: Except where specific color and pattern is indicated in Contract Documents, and whenever a choice of color or pattern is available in specified products, submit minimum 2 color and pattern charts to Architect for selection. E. Submit Product Data before or concurrent with Samples. F. Number of Copies: Submit the following for each required submittal: 1. 2 copies for Architect. 2. Number of copies as required for Maintenance manuals. 3. Number of copies as required by Contractor for distribution. G. Architect will retain 2 copies and return remainder to Contractor, marked with action taken and, where applicable, corrections or modifications required. 1. Distribute Product Data necessary for performance of construction activities. LRS Architects, Inc. City of Tigard Submittal Procedures: 01 3300 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 2. Retain number of copies required for maintenance manuals. 2.3 SHOP DRAWINGS A. Shop Drawings: Prepare Project specific information, drawn accurately to a scale sufficiently large to show pertinent aspects of item and its method of connection to Work. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal of Architect's CAD Drawings are permitted. B. Fully illustrate requirements in the Contract Documents. Include the following information, as applicable: 1. Dimensions; Identify dimensions established by field measurement. 2. Identification of products. 3. Fabrication and installation drawings. 4. Roughing-in and setting diagrams. 5. Wiring Diagrams: Differentiate between manufacturer installed and field installed wiring. 6. Shopwork manufacturing instructions. 7. Templates and patterns. 8. Schedules. 9. Design calculations. 10. Compliance with specified standards. 11. Notation of coordination requirements. 12. Relationship to adjoining construction clearly indicated. 13. Seal and signature of professional engineer if specified. C. Sheet Size: Except for templates, patterns and similar full-size drawings, at least 8-1/2 by 11 inches but no larger than 30 by 42 inches D. Number of Copies: Submit 3 opaque copies of each submittal. 1. One copy will be returned to Contractor marked with Architect's action taken and, where applicable, corrections or modifications required. 2. Contractor is responsible for reproduction and distribution of final Shop Drawings as reviewed and necessary for performance of construction activities. 2.4 SAMPLES A. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of those characteristics between submittal and actual component as delivered and installed. 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package. B. Identification: Attach label on unexposed side of Samples that includes the following: 1. Generic description of Sample. 2. Product name and name of manufacturer. 3. Sample source. 4. Submittal number, and number and title of appropriate Specification Section. C. Disposition: Maintain sets of approved Samples at Project site, available for quality control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. LRS Architects, Inc. City of Tigard Submittal Procedures: 01 3300 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 D. Field Samples: Full-size examples erected on-site to illustrate finishes, coatings, or finish materials and to establish Project standard. E. Samples for Initial Selection: Submit manufacturer's color charts showing the full range of colors,textures, and patterns available. 1. Submit 2 color charts.Architect will return 1 color chart with options selected. F. Samples for Verification: Submit full size units or Samples of size indicated, prepared from same material to be used in the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. 1. Samples include, but are not limited to, the following: a. Partial sections of manufactured or fabricated components. b. Small cuts or containers of materials. C. Complete units of repetitively used materials. d. Swatches showing color,texture, and pattern. e. Color range sets. f. Components used for independent testing and inspection. 2. Number or Samples: Submit 3 sets of Samples.Architect will retain 1 sample and return remainder of sets to Contractor. a. Submit a single Sample where assembly details, workmanship,fabrication techniques, connections, operation, and similar characteristics are to be demonstrated. b. If variation in color, pattern, or texture, or other characteristic is inherent in material or product represented by a Sample, submit at least 3 sets that show approximate limits of variations, or number of units indicated in individual Specification Sections. 2.5 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by Specification Sections. 1. Number of Copies:2 copies for Architect, unless otherwise indicated.Architect will not return copies. 2. Certificates and Certifications. a. Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an office or other individual authorized to sign documents on behalf of that entity. 3. Test and Inspection Reports: Comply with requirements specified in Section 01 4500, Quality Control. 4. Welding, Installer, Manufacturer, Product and Material Certificates: Prepare written statements on manufacturer's letterhead certifying compliance with requirements in the Contract Documents. B. The following are Informational Submittals: 1. Test and Inspection Reports. 2. Coordination Drawings. 3. Contractor's Construction Schedule. 4. Qualification Data. LRS Architects, Inc. City of Tigard Submittal Procedures: 01 3300 City Hall, Police and Permit Center Re-Skin Page 6 May 6, 2014 5. Welding Certificates. 6. Installer Certificates. 7. Manufacturer Certificates. 8. Product Certificates. 9. Material Certificates. 10. Material Test Reports. 11. Research/Evaluation Reports. 12. Compatibility Test Reports. 13. Field Test Reports. 14. Maintenance Data, 15. Design Data. 16. Manufacturer's Instructions. 17. Manufacturer's Field Reports 18. Material Safety Data Sheets. a. Submit information directly to Owner; do not submit to Architect. b. Architect will not review submittals that include MSDSs and will return the entire submittal for resubmittal. PART 3 EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. 1. Mark with approval stamp before submitting to Architect. B. 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. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, mark with an action stamp, and return to Contractor. C. Action Stamp:Architect will stamp each submittal with an action stamp, and mark stamp appropriately to indicate action taken, as follows: 1. Final Unrestricted Release: When a submittal is marked "NO EXCEPTION TAKEN," Work covered by submittal may proceed provided it complies with requirements of Contract Documents. Final payment depends on that compliance. 2. Final-But-Restricted Release: When a submittal is marked "MAKE CORRECTIONS NOTED," Work covered by submittal may proceed provided it complies with notations or corrections on submittal and requirements of Contract Documents. Final payment depends on that compliance. 3. Returned for Resubmittal: When a submittal is marked "REVISE AND RESUBMIT," do not proceed with Work covered by submittal, including purchasing, fabrication, delivery, or other activity. a. Revise or prepare a new submittal according to notations and resubmit. Repeat as necessary to obtain an action releasing submittal. LRS Architects, Inc. City of Tigard Submittal Procedures: 01 3300 City Hall, Police and Permit Center Re-Skin Page 7 May 6, 2014 b. Do not use, or allow others to use, submittals marked "REVISE AND RESUBMIT,"at Project site or elsewhere where Work is in progress. 4. Submittals for Record: a. Where a submittal is for record purposes or special processing or other activity, Architect will return submittal marked "RECORD ONLY." D. Informational Submittals:Architect will review each submittal and will not return it, return it marked " RECORD ONLY,"or will reject and return it if it does not appear to comply with requirements. E. Unsolicited Submittals:Architect may not review submittals not required by the Contract Documents. Such submittals may be returned to sender without action, or discarded. END OF SECTION LRS Architects, Inc. City of Tigard Alteration Project Procedures: 01 3516 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Products and installation for patching and extending Work. 2. Transition and adjustments. 3. Repair of damaged surfaces, finishes, and cleaning. B. Related Sections: 1. Section 01 1100: Summary of Work, for Owner occupancy during construction. 2. Section 01 7320: Cutting and Patching. 3. Section 01 7400: Cleaning,for cleaning during construction. 4. Section 02 4119: Selective Demolition. PART2 PRODUCTS 2.1 PRODUCTS FOR PATCHING AND EXTENDING WORK A. New Materials:As specified in product Sections; match existing Products and Work for patching and extending work. 1. Where new materials are indicated in the Drawings and product Section for material is not included in the Project Manual, provide new materials specified in the Drawings. B. Type and Quality of Existing Products: Determine by inspection and testing Products where necessary, referring to existing Work as a standard. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that demolition is complete, and areas are ready for installation of new Work. 3.2 PREPARATION A. Cut, move, or remove items as necessary for access to alterations and renovation Work. Replace and restore at completion. B. Remove unsuitable material not marked for salvage, such as rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work. C. Remove debris and abandoned items from area and from concealed spaces. D. Prepare surface and remove surface finishes to provide for proper installation of new work and finishes. E. Close openings in exterior surfaces to protect existing work and salvage items from weather and extremes of temperature and humidity. 3.3 INSTALLATION A. Coordinate work of alterations and renovations to expedite completion sequentially and to accommodate Owner occupancy. LRS Architects, Inc. City of Tigard Alteration Project Procedures: 01 3516 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 B. Project Finishes: Complete in all respects. C. Remove, cut, and patch Work in a manner to minimize damage and to provide a means of restoring Products and finishes to specified condition. D. Refinish visible existing surfaces to remain, to specified condition for each material, with a neat transition to adjacent finishes. E. Install Products as specified in individual Sections. 3.4 TRANSITIONS A. Where new Work abuts or aligns with existing, perform a smooth and even transition. Patched Work to match existing adjacent Work in texture and appearance. B. When finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to Architect. 3.5 ADJUSTMENTS A. Where a change of plane of 1/4 inch or more occurs,submit to Architect a recommendation for providing a smooth transition. B. Fit work at penetrations of surfaces as specified in Section 01 7329, Cutting and Patching. 3.6 REPAIR OF DAMAGED SURFACES A. Patch or replace portions of existing surfaces that are damaged, lifted, discolored, or showing other imperfections. B. Repair substrate prior to patching finish. 3.7 FINISHES A. Finish surfaces as specified in individual Product Sections. B. Finish patches to produce uniform finish and texture over entire area. When finish cannot be matched, refinish entire surface to nearest intersections. 3.8 CLEANING A. In addition to cleaning specified in Division 1 Sections, clean Owner occupied areas affected by Work of this Project. END OF SECTION LRS Architects, Inc. City of Tigard Design-Build Requirements: 01 4115 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Certain components of the Work under this project are Design Build. It is the Contractor's responsibility to coordinate and assume or assign to subcontractors the complete responsibility for the design, calculations, submittals,fabrication, transportation, and installation of the Design Build portions or components as required in this Section. The Applicant is responsible for submitting to the City of Tigard all Design Build documents required for the separate approval for each Design Build item. There are no exceptions. Design Build components of this Work are defined as complete, operational systems, provided for their intended use. B. The Architect's or Engineer of Record's review of Design Build submittals shall be for design intent and shall not lessen nor shift the responsibility from the Applicant or the assigned subcontractor to the Owner nor to the design professional. The Owner shall not be responsible for paying for any delays, additional products, additional hours of work or overtime, restocking or rework required due to failure by the Applicant or the subcontractor to coordinate their Work with the Work of other trades on the project or to provide the Design Build portion or component in a timely manner to meet the schedule of the project. C. City of Tigard Requirements: Follow the City of Tigard's requirements current at the time of submission. The Applicant is responsible for coordinating and submitting all material required by the City so that the City's review will not adversely affect the construction schedule. At or near the time of application,the Applicant shall meet with the City to identify Design Build components and how they are to be submitted and processed. D. Design Build Components of the Work: Design Build components known at this time: 1. Metal roof panels. E. Refer to systems descriptions in technical Sections of these Specifications for additional information on Design Build work. 1.2 DEFINITIONS A. Applicant: Person applying for building permit for Delegated Design systems and person coordinating Delegated Design systems with basic building. Includes coordination of required submittals. B. Architect or Engineer of Record:Architect or Engineer registered in state that Project is located, engaged by the Owner to provide plans and computations, and establish design criteria for Design Build components and specifications required by the Building Official for principle Project systems. Includes staff, consultants,and consultants'staffs. C. Contractor: Entity engaged by the Owner to construct the Project. Includes employees, subcontractors, suppliers, and their employees. D. Design Build Engineer: Professional Engineer registered in state that Project is located, engaged by the Contractor to provide plans, computations, and specifications required by the Building Official for a designated builder-designed specialty system, in accordance with criteria set forth in Contract Drawings and Specifications. LRS Architects, Inc. City of Tigard Design-Build Requirements: 01 4115 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 E. Seal: Certification that plans, computations, and specifications were designed and prepared under the direct supervision of the Engineer whose name appears thereon. F. Review Stamp: Certification that the Architect or Engineer has reviewed plans, computations, and specifications bearing the seal of the Design Build Engineer, verifying conformance with information given and design concept set forth in Contract Drawings and Specifications. G. Approval Stamp: Certification that the Building Official has reviewed a submittal and finds it acceptable with respect to applicable code compliance. 1.3 SUBMITTALS A. Comply with pertinent provisions of Section 01 3300, Submittal Procedures. B. Design Build submittals are required to show complete criteria, design assumptions, details, calculations, submittals, instructions for fabrication, assembly, installation and interface with other trades, unless noted otherwise in the specific Specification Section. C. Complete submittals shall be submitted with the Design Build Engineer's seal and calculations for that portion of Work. Submittals without required calculations, without the Design Build Engineer's seal, and which have not been reviewed by the Contractor will not be reviewed by the Architect or Engineer of Record. 1.4 SPECIFIC REQUIREMENTS A. Some Design Build components are shown in the Contract Documents for design intent. The purpose is to have the Contractor responsible for providing, coordinating, and installing the Design Build component. B. Design Build components attached to the structural frame or supplemental to the structural frame shall be designed for the anticipated loads as outlined in the Contract Documents. These Design Build components shall be coordinated with the appropriate subcontractors. C. Load reactions at the interface between the Design Build components and the structural frame shall be clearly defined to allow for a review by the Architect or Engineer of Record. END OF SECTION LRS Architects, Inc. City of Tigard Definitions and Reference Standards: 01 4200 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": When used to convey Architect's action on the Contractor's applications and requests, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. C. "Reviewed": When used in lieu of"Approved" to convey Architect's action on the Contractor's submittals, is limited to the Architect's duties and responsibilities as stated in the Conditions of the Contract. D. "Directed": A command or instruction by Architect. Other terms including"requested," "authorized,""selected,""approved," "required,"and "permitted," have the same meaning as "directed." E. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in the Specifications, and in other Contract Documents. Other terms including "shown,""noted,""scheduled,"and "specified" have the same meaning as"indicated." F. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. G. "Furnish": Supply and deliver to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations. H. "Install": Operations at the Project site including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying,working to dimension, finishing, curing, protecting, cleaning, and similar operations. I. "Provide": Furnish and install,complete and ready for the intended use. J. "Installer": Contractor or another entity engaged by the Contractor as an employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar operations. K. "Experienced": When used with an entity, "experienced" means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being familiar with the special requirements indicated; and having complied with requirements of authorities having jurisdiction. L. "Project Site": Space available for performing construction activities. The extent of Project site is shown in Drawings and may or may not be identical with the description of the land on which Project located. M. "Testing Agencies": Independent entities engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report on and, if required, to interpret results of those inspections or tests. LRS Architects, Inc. City of Tigard Definitions and Reference Standards: 01 4200 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 1.2 INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of the date of the Contract Documents, unless otherwise indicated. C. Copies of Standards: Each entity engaged in construction on the Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. D. Conflicting Requirements: Comply with the most stringent requirement when compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum-quantities or quality levels. 1. Refer uncertainties and requirements that are different, but apparently equal, to the Architect for decision before proceeding. E. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. 1.3 ABBREVIATIONS AND ACRONYMS A. Standards and Regulations: Where abbreviations and acronyms are used in Specification or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. ADAAG Americans with Disabilities Act(ADA) 800-872-2253 Architectural Barriers Act(ABA) 202-272-0080 Accessibility Guidelines for Buildings and Facilities Available from Access Board www.access-board.gov CFR Code of Federal Regulations 866-512-1800 Available from Government Printing Office 202-512-1800 www.gpoaccess.govecfr/index.htmI UFAS Uniform Federal Accessibility Standards 800-872-2253 Available from Access Board 202-272-0080 www.access-board.gov B. Industry Organizations: Where abbreviations and acronyms are used in Specification or other Contract Documents, they shall mean the recognized name of entities in the following list. Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) 703-258-2960 www.aluminum.org LRS Architects, Inc. City of Tigard Definitions and Reference Standards: 01 4200 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 AF&PA American Forest& Paper Association 800-878-8878 www.afandpa.org 202-463-2700 AGC Associated General Contractors of America (The) 703-548-3118 www.agc.org r AHA American Hardboard Association (See CPA) AIA American Institute of Architects (The) 800-242-3837 www.aia.org 202-626-7300 ALSC American Lumber Standards Committee, Incorporated 301-972-1700 www.alsc.org ANSI American National Standards Institute 202-293-8020 www.ansi.org ASTM ASTM International 610-832-9500 (American Society for Testing and Materials International) www.astm.org AWPA American Wood Protection Association 205-733-4077 (formerly American Wood-Preservers'Association) www.awpa.com BIA Brick Industry Association (The) www.gobrick.com CSI Construction Specifications Institute (The) 800-689-2900 www.csinet.org 703-684-0300 EIMA EIFS Industry Members Association 800-294-3462 www.eima.com 770-968-7945 EJMA Expansion Joint Manufacturers Association, Inc. 914-332-0040 www.asce.org ETL SEMCO Intertek ETL SEMCO 800-967-5352 (formally: ITS-Intertek Testing Service NA) www.intertek.com FMG FM Global 401-275-3000 (Formally FM- Factory Mutual System) www.fmglobal.com ISO International Organization for Standardization 41 22 74901 11 (available from ANSI) 202-293-8020 www.iso.ch ITS Intertek Testing Service NA (see ETL SEMCO) MPI The Master Painters Institute 888-674-8937 www.paintinfo.com 604-298-7578 LRS Architects, Inc. City of Tigard Definitions and Reference Standards: 01 4200 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 NAAMM National Association of Architectural Metal Manufacturers 630-942-6591 www.naamm.org NFPA National Fire Protection Association 800-344-3555 www.nfpa.org 617-770-3000 NHLA National Hardwood Lumber Association 800-933-0318 www.natihardwood.org 901-377-1818 NLGA National Lumber Grades Authority 604-524-2393 www.nlga.org RCSC Research Council on Structural Connections 800-644-2400 www.boitcouncii.org 312-670-2400 SMACNA Sheet Metal and Air Conditioning Contractors' 703-803-2980 National Association, Inc. www.smacna.org SWRI Sealant,Waterproofing, and Restoration Institute 816-472-7974 www.swrionline.org UL Underwriter's Laboratory, Incorporated 877-854-,1577 www.ul.com 847-272-8800 WCLIB West Coast Lumber Inspection Bureau 800-283-1486 www.wclib.org 503-639-0651 WWPA Western Wood Products Association 503-224-3930 www.wwpa.org C. Code Agencies: Where abbreviations and acronyms are used in Specification or other Contract Documents,they shall mean the recognized name of entities in the following list. Names,telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. IBC International Building Code ICC International Code Council, Inc. 888-422-7233 www.icesafe.org ICC-ES ICC Evaluation Service, Inc. 800-423-6587 www.ice-es.org 562-699-0543 OSSC State of Oregon Structural Specialty Code NES (Formally: National Evaluation Service—See ICC-ES) D. Federal Government Agencies:Where abbreviations and acronyms are used in Specification or other Contract Documents, they shall mean the recognized name of entities in the following list. Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. CPSC Consumer Product Safety Commission 800-638-2772 www.cpsc..gov 301-504-6816 LRS Architects, Inc. City of Tigard Definitions and Reference Standards: 01 4200 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 EPA Environmental Protection Agency 202-272-0167 www.epa.gov OSHA Occupational Safety& Health Administration 800-321-6742 www.osha.gov 202-693-1999 END OF SECTION LRS Architects, Inc. City of Tigard Quality Control: 01 4500 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for quality control services. 1. Quality control services include inspections, tests,and related actions, including reports performed by Contractor, by independent agencies,and by governing authorities. a. Requirements do not include Contract enforcement activities performed by Architect. 2. Inspection and testing services are required to verify compliance with requirements specified or indicated. B. Related Sections: 1. Section 01 7329: Cutting and Patching,for requirements for repair and restoration of construction disturbed by inspection and testing activities. 1.2 RESPONSIBILITIES A. Owner will contract separately for services of independent testing laboratory to perform specified inspection and testing. B. Inspections and testing costs required by defective Work or improperly-timed notices shall be paid by Contractor: C. Utilization of testing laboratory services shall in no way relieve Contractor of obligation to perform Work in accordance with requirements of Contract Documents. 1.3 RETESTING A. Contractor responsible for retesting and associated cost where results of inspections and tests prove unsatisfactory and indicate noncompliance with requirements. 1.4 ASSOCIATED SERVICES A. Cooperate with agencies performing inspections and tests. B. Provide auxiliary services as requested. C. Notify agency in advance of operations to permit assignment of personnel. D. Auxiliary services include, but are not limited to,following: 1. Providing access to Work. 2. Furnishing incidental labor and facilities necessary to facilitate inspections and tests. E. Coordinate activities to accommodate services with a minimum of delay. F. Contractor is responsible for scheduling inspections and tests. 1. Except where indicated as responsibility of testing agency, Contractor is responsible for taking samples. LRS Architects, Inc. City of Tigard Quality Control: 01 4500 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 1.5 QUALITY ASSURANCE A. Qualifications for Inspection and Testing Agencies: 1. Engage inspection and testing service agencies that are prequalified as complying with American Council of Independent Laboratories' "Recommended Requirements for Independent Laboratory Qualification" and that specialize in types of inspections and tests to be performed. 2. Each independent inspection and testing agency engaged on Project shall be authorized by authorities having jurisdiction to operate in State where Project is located. B. Duties of Testing Agency: 1. Testing agency shall cooperate with Architect and Contractor in performing its duties. 2. Agency shall provide qualified personnel to perform inspections and tests. 3. Agency shall notify Architect and Contractor of irregularities of deficiencies observed in Work during performance of its services. 4. Except as otherwise specified,testing laboratory shall secure, handle, and store samples and specimens for testing. C. Submittals: Testing agency shall submit a certified written report of each inspection and test to: 1. Architect 2. Contractor 3_ Governmental agencies requiring submission of reports 4. Other persons as directed by Architect. PART 2 PRODUCTS- Not Applicable PART 3 EXECUTION 3.1 MANUFACTURER'S FIELD SERVICES AND REPORTS A. Submit qualifications of observer to Architect/Engineer 30 days in advance of required observations. 1. Observer subject to approval of Architect/Engineer and Owner. B. When specified in individual specification Sections, require material or Product suppliers or manufacturers to provide qualified staff personnel to observe: 1. Site conditions 2. Conditions of surfaces and installation 3. Quality of workmanship C. Individuals to report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturer's written instructions. D. Submit report in duplicate within 30 days of observation to Architect/Engineer for review. LRS Architects, Inc. City of Tigard Quality Control: 01 4500 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 3.2 REPAIR AND PROTECTION A. Upon completion of inspection, testing, and sample taking, repair damaged construction. 1. Restore substrates and finishes. 2. Comply with Section 01 7329, Cutting and Patching. B. Protect construction exposed by or for quality control service activities, and protect repaired construction. C. Repair and protection are Contractor's responsibility, regardless of assignment of responsibility for inspection and testing. 3.3 EVALUATION OF TESTS AND INSPECTIONS A. Satisfactory completion of Work will be judged on results of laboratory and site tests and inspections. B Results of tests and inspections that indicate Work does not comply with requirements of Contract Documents will be considered deficient. C. Contractor has responsibility to remove and replace deficient Work at Contractor's expense. END OF SECTION LRS Architects, Inc. City of Tigard Temporary Facilities and Controls: 01 5000 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PARTI GENERAL 1.1 SUMMARY A. This Section includes requirements for temporary utilities, support facilities, security and protection facilities. 1.2 USE CHARGES A. General: Include cost or use charges for temporary facilities in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces,Architect, testing agencies, and authorities having jurisdiction. B. Existing Utility Services: Water and electric power from Owner's existing systems is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations. 1.3 QUALITY ASSURANCE A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to: 1. Building code requirements. 2. Health and safety regulations. 3. Utility company regulations. 4. Police and fire department rules. 5. Environmental protection regulations. B. Standards: Comply with the following: 1. NFPA 241 "Standard for Safeguarding Construction, Alterations, and Demolition Operations." 2. ANSI A10 Series standards for"Safety Requirements for Construction and Demolition." 3. NECA Electrical Design Library"Temporary Electrical Facilities." C. Electric Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70"National Electric Code." D. Tests and Inspections:Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. 1.4 PROJECT CONDITIONS A. Keep temporary services and facilities clean and neat in appearance. B. Do not allow hazardous, dangerous, or unsanitary conditions, or public nuisances to develop or persist on-site. C. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities. LRS Architects, Inc. City of Tigard Temporary Facilities and Controls: 01 5000 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 PART PRODUCTS 2.1 MATERIALS A. Provide new materials, or use undamaged, used materials in serviceable conditions, suitable for use intended. 2.2 TEMPORARY FACILITIES A. Temporary Offices: Provide prefabricated or mobile units or similar job-built construction with lockable entrances, operable windows, and serviceable finishes, of sufficient size and furnished to accommodate needs of construction personnel. 1. Provide enclosed space within field office adequate for project meetings. B. Storage and Fabrication Sheds: Provide sheds sized,furnished, and equipped to accommodate materials and equipment for construction operations. 2.3 EQUIPMENT A. Fire Extinguishers: Portable, UL-rated, with class and extinguishing agent as required by locations and classes of fire exposures. PART 3 EXECUTION 3.1 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. B. Water Service: Use of Owner's existing water service facilities will,be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner.At Substantial Completion, restore these facilities to condition existing before initial use. C. Sanitary Facilities: Provide temporary toilets,wash facilities, and drinking water for use of construction personnel. 1. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of the fixtures and facilities. D. Electric Power Service: Use of Owner's existing electric power service will be permitted, as long as equipment is maintained in a condition acceptable to Owner. E. Lighting: Provide temporary lighting with local switching that will provides adequate illumination for construction operations, observations, inspections, and traffic conditions. F. Heating: Provide temporary heat required by construction activities for curing or drying of completed installations or for protection of installed construction from adverse effects of low temperatures or high humidity. G. Telephone: Provide temporary.telephone service in common use facilities for use by all personnel engaged in construction activities. 1. Provide one telephone line in each field office. 2. Provide a dedicated telephone line for a facsimile machine in each field office. LRS Architects, Inc. City of Tigard Temporary Facilities and Controls: 01 5000 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 3. Make telephone and facsimile service available to use by the Owner and Architect. 4. At each telephone, post a list of important telephone numbers, including the following: a. Police and fire departments. b. Ambulance service. C. Contractor's home office. d. Architect's office. e. Engineer's office. f. Owner's office. g. Principal subcontractor's field and home offices. 3.2 SECURITY AND PROTECTION FACILITIES A. Environmental Protection: 1. Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air,waterway, and subsoil contamination or pollution or that other undesirable effects. 2. Restrict use of noise making tools and equipment to hours that will minimize complaints from persons or firms near the site. 3. Erect and tent-off scaffolding around the building to prevent contamination into the natural areas adjacent to the buildings. B. Site Enclosure Fence: Provide site enclosure fence in manner that will prevent people and animals from easily entering site except by entrance gates. C. Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, or similar violations of security. D. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structural adequate barricades, including warning signs and lighting. 1. Provide appropriate warning signs to inform personnel and the public of hazards being protected against. E. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed,from exposure,foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. F. Temporary Fire Protection: Install and maintain temporary fire protection facilities of types needed to protect against reasonably predictable and controllable fire losses until permanent fire protection facilities are operable. 1. Comply with NFPA 10 and NFPA 241. 2. Store combustible materials in containers in fire safe locations. 3. Maintain unobstructed access to fire protection equipment. 4. Supervise welding operations, combustion type temporary heating units, and similar sources of fire ignition. 5. Develop and post information for overall fire prevention and protection program for personnel at Project site. 6. Provide temporary standpipes and hoses for fire protection when required by code or authorities having jurisdiction. LRS Architects, Inc. City of Tigard Temporary Facilities and Controls: 01 5000 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 3.3 TERMINATION AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities to minimize waste and abuse. B. Maintenance: Maintain facilities in good operating condition until removal. C. Termination and Removal: Remove each temporary facility when the need for its service has ended, when replaced by authorized use of a permanent facility, or no later than Substantial Completion. 1. Materials and facilities that constitute temporary facilities are property of the Contractor. 2. The Owner reserves the right to take possession of Project identification signs. D. At Substantial Completion,clean and renovate permanent facilities used during the construction period. END OF SECTION LRS Architects, Inc. City of Tigard Product Requirements: 01 6000 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements governing the Contractor's selection of products for use in the Project. B. Related Sections: 1. Section 01 2500: Substitution Procedures. 2. Section 01 4200: Definitions and Reference Standards. 1.2 DEFINITIONS A. "Products"are items purchased for incorporation in the Work. 1. The term"product" includes the terms"material,""equipment," "system," and terms of similar intent. 2. "Named Products"are items identified by the manufacturer's product name, including make or model number or other designation, listed in the manufacturer's published product literature. B. "Materials"are products shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed, or installed to form a part of the Work. C. "Equipment" is a product with operational parts, whether motorized or manually operated, that requires service connections, such as wiring or piping. 1.3 SUBMITTALS A. Product List: Before Contractor's first request for payment, submit a complete list of major products proposed for use in the Project. 1. Include proprietary product names, manufacturer's name, and installing Subcontractor's name. 1.4 QUALITY ASSURANCE A. Source Limitations: Provide products of the same kind from a single source to the fullest extent possible. B. Compatibility of Products:When given the option of selecting products, Contractor is responsible for providing products and construction methods that are compatible with previously selected products and construction methods, or products that have been specified to which the selected products must be compatible. 1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products according to the manufacturer's recommendations. B. Schedule delivery to minimize long-term storage at the site. C. Coordinate delivery with installation time to assure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, or other losses. LRS Architects, Inc. City of Tigard Product Requirements: 01 6000 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 D. Deliver products to the site in an undamaged condition in the manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting,and installing. E. Inspect products upon delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. F. Store products at the site in a manner that will facilitate inspection and measurement of quantity or counting of units. G. Store products subject to damage by weather above ground, under cover in a weathertight enclosure, and with ventilation adequate to prevent condensation. 1. Maintain temperature and humidity within range required by manufacturer's instructions. PART 2 PRODUCTS 2.1 PRODUCT SELECTION A. General: Provide products that comply with the Contract Documents, are undamaged, and are new at the time of installation. B. Proprietary Specification Requirements:Where only a single product or manufacturer is named, provide the product indicated. No substitutions are permitted. C. Semi-proprietary Specification Requirements:Where two or more products or manufacturers are named, provide one of the products indicated that complies with Specifications. No substitutions are permitted. D. Nonproprietary Specifications:When products or manufacturers are not listed, the Contractor may use any product by any manufacturer that complies with the Specifications and referenced standards. E. Product Substitutions: Where products or manufacturers are named and accompanied by the term "equal,""approved,"or"approved equal,"comply with Section 01 2500, Substitution Procedures, to obtain approval of an unnamed product. F. Descriptive Specification Requirements:Where a product or assembly listing exact characteristics required, provide a product or assembly that provides those characteristics and otherwise complies with Contract requirements. G. Performance Specification Requirements:Where compliance with performance requirements are specified, provide products that comply with those requirements and are recommended by the manufacturer for the application indicated. H. Specified Standards, Codes, and Regulations:Where compliance with an imposed code, standard, or regulation is specified, provide a product that complies with that code, standard, or regulation. I. Visual Matching: Where matching'a sample, the Architect's decision will be final on whether a proposed product matches satisfactorily. J. Visual Selection: Where product requirements include the phrase" . . as selected from manufacturer's standard colors, patterns,textures, .. "or a similar phrase, the Architect will select the color, pattern, and texture from the product line selected that complies with other specified requirements. LRS Architects, Inc. City of Tigard Product Requirements: 01 6000 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 K. Inappropriate Product Selections: If Contractor believes specified product, method, or system is inappropriate for use Contractor shall notify the Architect before performing Work in question. 1. If notice of objection is not received prior to delivery to site, it will be assumed by Owner that Contractor agrees specified products, methods, and systems are appropriate for use in the Project. PART 3 EXECUTION 3.1 INSTALLATION OF PRODUCTS A. Comply with manufacturer's instructions and recommendations for installation of products in the applications indicated. 1. Anchor each product securely in place, accurately located and aligned with other Work. 2. Clean exposed surfaces and protect as necessary from damage and deterioration. B. Should job conditions or specified requirements conflict with Manufacturers' instructions, consult Architect for further instructions. END OF SECTION LRS Architects, Inc. City of Tigard Cutting and Patching: 01 7329 City Hall, Police and Permit Center Re-Skin Page 1 May.6, 2014 PART 1 GENERAL 1.1 SUMMARY A. This Section includes requirements for cutting, fitting, and patching of Work required to. 1. Make several parts fit properly. 2. Uncover work to provide for installing, inspecting, or both, of ill-timed work. 3. Remove and replace work not conforming to requirements of Contract Documents. 4. Remove and replace defective work. B. Related Sections: 1. Section 01 3100: Project Management and Coordination, for coordinating cutting and patching with other construction activities. 2. Section 01 3516:Alteration Project Procedures,for building alterations. 3. Section 01 4500: Quality Control, for cutting and patching operations related to inspection and testing. 4. Section 02 4119: Selective Demolition,for demolition of selected portions of the building for alterations. 5. Refer to individual Sections for specific requirements and limitations applicable to cutting and patching. 1.2 SUBMITTALS A. Proposal for Cutting and Patching: Where cutting and patching involves structural elements, submit for approval a proposal describing procedures. Include the following information in the proposal: 1. Describe extent of cutting and patching required, how it will be performed, and why it cannot be avoided. 2. Indicate changes to structural elements, and changes in appearance of visual elements. Include structural calculations. 3. List products proposed for use and entities that will perform the Work. 4. Indicate dates that work will be performed, duration of the Work, and when work will be uncovered for Architect's observation. 5. List utilities that cutting and patching work will affect. 6. Submit cost estimate and secure Architect's approval of cost estimate and type of reimbursement before proceeding with cutting and patching 1.3 QUALITY ASSURANCE A. Structural Work: Do not cut and patch structural elements in a manner that would change their load carrying capacity of load deflection ratio. 1. Obtain approval before cutting and patching structural elements. B. Do not cut and patch operating elements in a manner that would reduce their capacity to perform as intended, cause increased maintenance, or decreased operational life or safety. C. Do not cut and patch exposed elements of construction that in the Architect's opinion would reduce the visual aesthetic qualities, or result in visual evidence of cutting and patching. 1. Remove and replace construction cut and patched in a visually unacceptable manner. LRS Architects, Inc. City of Tigard Cutting and Patching: 01 7329 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 1.4 WARRANTY A. Cut and patch construction using methods and with materials in such a manner as to not void any warranties required or existing. PART 2 PRODUCTS 2.1 MATERIALS A. Use new materials identical to existing materials. B. For exposed surfaces where identical materials are not available, use materials that visually match existing adjacent surfaces as nearly as possible. C. Use materials whose installed performance is equal or better to that of existing materials. PART 3 EXECUTION 3.1 INSPECTION A. Inspect existing conditions, including elements subject to movement or damage during cutting, excavating, patching, and backfilling. B. After uncovering Work, inspect conditions affecting installation of new Work. C. Discrepancies: If uncovered conditions are not as anticipated, immediately notify Architect and secure direction before proceeding further. 1. Do not proceed until unsatisfactory conditions are corrected. 3.2 PREPARATION A. Provide temporary support of work to be cut, including shoring and bracing as required to maintain structural integrity of Work. B. Protect existing construction during cutting and patching to prevent damage. 3.3 GENERAL PERFORMANCE A. Use skilled workers trained and experienced in necessary crafts and familiar with requirements and methods required to restore surfaces to their original condition. 3.4 CUTTING A. Perform cutting and demolition by methods that will provide the least damage to other portions of Work. B. Prior to cutting existing work, locate concealed utilities to eliminate possibility of service interruption or damage. C. Cut through masonry with a carborundum masonry saw or diamond-core drill. D. When masonry construction must be pierced, furnish and install a steel pipe sleeve in opening and grout in place neatly. 1. Leave grout surface to match existing finish. 2. Fabricate sleeve one inch in diameter larger than pipe or insulation. LRS Architects, Inc. City of Tigard Cutting and Patching: 01 7329 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 3. Pack between sleeve and pipe with waterproof sealant. 3.5 PATCHING A. Perform fitting and adjusting of products to provide a finished installation complying with tolerances and finishes specified for type of construction involved. B. Refinish surfaces to match existing adjacent finish, patching with seams that are durable and as invisible as possible. 1. Where possible, inspect and test patched area to demonstrate integrity of seam. 2. For continuous surfaces, refinish to nearest intersection or natural break. 3. For assembly, refinish entire unit. 4. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining work in manner that will eliminate evidence of patching and refinishing. C. When finished surfaces are cut so that smooth transition with existing or new work is not possible, submit to Architect,for approval, recommendation for terminating surface along straight line at natural line of division. 1. Where change of plane of 1/4 inch or more occurs, submit to Architect, for approval, recommendation for providing smooth transition. 3.6 CLEANING A. Clean areas and spaces where cutting and patching work is performed. END OF SECTION LRS Architects, Inc. City of Tigard Cleaning: 01 7400 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. This Section includes requirements for maintaining Project buildings and site in a standard of cleanliness during construction period. B. Related Sections: 1. Section 01 5000: Temporary Facilities and Control,for removal of temporary facilities. 2. Section 01 7419: Construction Waste Management 3. Section 01 7700: Closeout Procedures. 1.2 QUALITY ASSURANCE A. In addition to standards described in this Section, comply with applicable requirements of governmental agencies having jurisdiction. PART PRODUCTS 2.1 MATERIALS AND EQUIPMENT A. Provide personnel, equipment,and materials as needed to maintain specified standard of cleanliness. 2.2 COMPATIBILITY A. Use only cleaning materials and equipment that are compatible with surfaces being cleaned, as recommended by manufacturer of material. PART 3 EXECUTION 3.1 PROGRESS CLEANING A. General: Do not allow accumulation of scrap, debris,waste material, and other items not required for construction of this Work. 1. Completely remove all scrap, debris, and waste material from job site and dispose of in a legal manner. 2. Provide adequate storage for items and waste to be removed from job site, observing requirements for fire and environmental protection. B. Storage Areas: Maintain stored items in an orderly arrangement allowing maximum access, which does not impeding traffic or drainage. 1. Inspect arrangement of stored materials weekly. Restack,tidy, or otherwise service arrangements. C. Site and Structures: 1. Inspect site and structures weekly, and more often if necessary,and pick up all scrap, debris, and waste material. a. Remove such items to place designated for their storage. Maintain site in a neat and orderly condition. LRS Architects, Inc. City of Tigard Cleaning: 01 7400 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 2. As required prior to installation of succeeding materials, clean structures or applicable portions thereof to degree of cleanliness recommended by manufacturer of succeeding material. 3.2 FINAL CLEANING A. "Final Cleaning,"for purpose of this Section, and except as may be specifically provided elsewhere, shall be interpreted as meaning level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials. B. Prior to Substantial Completion, remove from Project site all tools, surplus materials, equipment, scrap, debris, and waste. C. Broom clean paved areas on site and public paved areas at approaches to site. D. Exterior Surfaces: 1. Visually inspect exterior surfaces and remove all traces of soil, waste materials, smudges, and other foreign matter. 2. Hose down entire exterior surfaces of structure if necessary to achieve a uniform degree of cleanliness. END OF SECTION LRS Architects, Inc. City of Tigard Construction Waste Management: 01 7419 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 WASTE MANAGEMENT GOALS A. Waste materials produced as a result of this project shall be reused or recycled to minimize impact of construction waste on landfills and to minimize expenditure of energy and cost in fabricating new materials. 1.2 WASTE MANAGEMENT PLAN A. Reuse or recycle debris generated as a result of work performed on project when practicable and cost effective. PART 2 PRODUCTS (Not Applicable) PART 3 EXECUTION 3.1 ON-SITE MATERIALS SORTING AND STORAGE DURING CONSTRUCTION A. Verify recycling facilities or waste processor requirements for preparation of materials to be accepted and to what degree materials can be contaminated. B. Recycle the following waste materials: 1. Wood 2. Metals (ferrous and non-ferrous) 3. Cardboard 4. Masonry and Concrete 5. Office paper C. Coordinate with local hauler to provide separate containers for recycled materials listed above. 1. Subcontractors shall follow source separation requirements for each waste, and use appropriate on-site container for each type of waste material. 2. Provide separate containers for non-recyclable materials. D. Rebates: Paid or credited by hauler/recycler to Contractor. E. Inform field personnel and subcontractors about recycling program, and continuously monitor program to verify proper source separation and to avoid contamination of recyclable materials. F. Recycling Processors and Facilities: 1. Comprehensive list of recycling facilities in Portland Metro are available from local building permit office or by contacting Metro at 503-234-3000. END OF SECTION LRS Architects, Inc. City of Tigard Closeout Procedures: 01 7700 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. This Section includes administrative and procedural requirements for Contract closeout including, but not limited to, the following: 1. Inspection procedures. 2. Project record documents. 3. Operation and maintenance manuals. 4. Warranties. 5. Starting and Adjusting. 6. Instruction of Owner's personnel. B. Closeout requirements for specific construction activities are included in the appropriate Sections. C. Related Sections: 1. Section 01 2900: Payment Procedures, for requirements for Applications for Payment for Substantial and Final Completion. 2. Section 01 5000: Temporary Facilities and Control, for removal of temporary facilities. 3. Section 01 7400: Cleaning, for final cleaning requirements. 1.2 SUBSTANTIAL COMPLETION A. Prior to requesting inspection for determining date of Substantial Completion, complete the following. 1. Prepare a list of items to be completed and corrected (Contractor's Punch List), the value of items on the list, and reasons why the Work is not complete. 2. Advise the Owner of pending insurance changeover requirements. 3. Submit specific warranties,workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, construction photographs,damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra stock, and similar items. 7. Make final changeover of permanent locks and transmit keys to Owner. Advise Owner's personnel of changeover in security provisions. 8. Complete startup testing of systems and instruction to Owner's personnel. 9. Submit test/adjust/balance records. 10. Terminate and remove temporary facilities from the site, along with mockups, construction tools, and similar elements. 11. Complete final cleanup requirements required in Section 01 7400. 12. Touch up and otherwise repair and restore marred, exposed finishes, including touchup painting. B. Inspection: Submit a written request for inspection for Substantial Completion. 1. On receipt of request, the Architect will either proceed with inspection, or without completing inspection, advise the Contractor that based on limited inspection, the construction is not sufficiently complete for Substantial Completion. LRS Architects, Inc. TI 1 1 1 1 1 1 1 In I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I!Illlllflit MIMI I I I!!I I I I I I I I I I I I I I I I I I ii I I I I I I IIIilli➢IIIDII 11I III IIIilirml !I I I I I I I I!!!!!I I I I I I! !! !I I I I I I I I!! ii[IlillllllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiPUfT'lTfiiiil City of Tigard Closeout Procedures: 01 7700 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 2. Architect will prepare the Certificate of Substantial Completion after inspection, or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate can be issued. a. Architect will reinspect when assured by Contractor that Work identified in previous inspection has been competed and corrected. b. If additional inspections are required, the Owner will charge the Contractor to reimburse Architect for time and expenses. C. Results of the completed inspection will form the basis of requirements for final acceptance. 3. Owner will allow Contractor no longer than 30 calendar days from Date of Substantial Completion to remedy deficiencies. 1.3 FINAL COMPLETION A. Prior to requesting inspection for determining date of Final Completion, complete the following. 1. Submit a final Application for Payment, according to requirements of Section 01 2900. 2. Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. B. Inspection: Submit a written request for final inspection for acceptance. 1. On receipt of request,the Architect will either proceed with inspection, or advise the Contractor of unfulfilled requirements. 2. Architect will prepare the final Certificate for Payment after inspection, or will notify Contractor of construction that must be completed or corrected before certificate can be issued. a. Architect will reinspect when Work identified in previous inspection as incomplete is competed and corrected. b. If additional inspections are required,the Owner will charge the Contractor to reimburse Architect for time and expenses. 1.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor. 2. Organize items applying to each space by major element, including categories for ceiling, individual walls,floors, equipment, and building systems. LRS Architects, Inc. City of Tigard Closeout Procedures: 01 7700 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 3. Include the following information at the top of each page: a. Project name. b. Date. C. Name of Architect. d. Name of Contractor. e. Page number. 1.5 PROJECT RECORD DOCUMENTS A. General: Do not use Project Record Documents for construction purposes; protect from deterioration and loss. B. Record Drawings: Maintain and submit one set of black line white prints of Contract Documents or Record CAD Drawings required. 1. Mark the Record Drawings to show the actual installation and construction where installation or construction varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is installer, subcontractor, or similar entity,to prepare the marked-up Record Drawings. a. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 2. Mark record sets with erasable red-colored pencil, clearly describing change by graphic line and note. Use other colors to distinguish between changes for different categories of the Work at the same location. a. Call attention to entries by a "cloud"drawn around areas affected. 3. Mark important additional information that was either shown schematically or omitted from original Drawings. a. Conversion of Schematic Layouts: Show on Record Drawings, by dimension accurate to within one inch, centerline of each run of items shown schematically on Drawings. Clearly identify item by accurate note such as "cast iron drain", "galy. water", and the like. Show, by symbol or note, vertical location of item ("under slab", "in ceiling plenum", "exposed", and the like). Relate by identification descriptive to Specifications. b. Show final location of electrical junction boxes and outlets, telephone and data outlets, supply and return registers, and like. 4. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable. 5. Identify and date each Record Drawings; include the designation "PROJECT RECORD DRAWING' in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets with identification. C. Record Specifications: Submit one complete copy of Project Specifications, including addenda and contract modifications. 1. Mark copy to indicate the actual product installation where installation or from that indicated in Specifications, addenda, and contract modifications. 2. Mark copy with proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected. 3. Note related Change Orders and other modifications, where applicable. LRS Architects, Inc. City of Tigard Closeout Procedures: 01 7700 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 D. 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. Bind miscellaneous records and identify each in same format as specified for Operation and Maintenance Manuals, ready for continued use and reference. 1. One set of evidence of compliance with requirements of governmental agencies having jurisdiction including, but not necessarily limited to: a. Certificates of Inspection. b. Certificates of Occupancy. 2. One set of certificates of insurance for products and completed operations. 3. One set of evidence of payment and release of liens. 4. One copy of list of Subcontractors, service organizations, and principal vendors, including names,addresses, and telephone numbers where they can be reached for emergency service at all times including nights,weekends, and holidays. 1.6 OPERATION AND MAINTENANCE MANUALS A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system. Include operation and maintenance data required in individual Specification Sections and as follows: 1. Operation Data: Include emergency instructions and procedures, system and equipment descriptions, operating procedures, and sequence of operations. 2. Maintenance Data: Included manufacturer's information, list of spare parts, maintenance procedures, maintenance and service schedules for preventive and routine maintenance, and copies of warranties and bonds. 1.7 WARRANTIES A. Submit one set of warranties, organized into an orderly sequence based on the table of contents of the Project Manual, in same format as specified for Operation and Maintenance Manuals. PART 2 PRODUCTS (Not applicable) PART 3 EXECUTION 3.1 STARTING AND ADJUSTING A. Prior to request for certification of Substantial Completion, start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust equipment and operating components for proper operation. C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. LRS Architects, Inc. City of Tigard Closeout Procedures: 01 7700 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 3.2 DEMONSTRATION AND TRAINING A. Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1. Provide instructors experienced in operation and maintenance procedures. 2. Provide instruction at mutually agreed-on times. For equipment that requires seasonal operation, provide similar instruction at the start of each season. 3. Schedule training with Owner with at least 7 days' advance notice. 4. Coordinate instructors, including providing notification dates, times, length of instruction, and course content. B. Include instruction for system design and operational philosophy, review of documentation, operations, adjustments, troubleshooting, maintenance, and repair. END OF SECTION LRS Architects, Inc. City of Tigard Selective Demolition: 02 4119 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Demolition and removal of selected portions of a building or structure. 2. Repair procedures for selective demolition operations. B. Related Sections: 1. Section 01 1100 Summary of Work,for use of the premises during construction. 2. Section 01 7329: Cutting and Patching, for cutting and patching procedures. 1.2 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose off-site, unless indicated to be removed and salvaged, or removed and reinstalled. B. Remove and Reinstall: Detach items from existing construction, prepare for reuse, and reinstall where indicated. C. Existing to Remain: Existing construction items of construction to remain without removal. 1.3 MATERIALS OWNERSHIP A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain on Owner's property, demolished materials become Contractor's property and shall be removed from Project site. Do not burn or bury materials on site. 1.4 SUBMITTALS A. Schedule of Selective Demolition Activities: Indicate sequence of demolition and removal work, interruption of utility services, coordination for shutoff, capping, and continuation of utility services, locations of temporary partitions and means of egress, and coordination of Owner's continuing occupancy of portions of existing building. 1.5 QUALITY ASSURANCE A. Standards: Comply with the following: 1. ANSI A10.6: "Safety Requirements for Construction and Demolition.". 2. NFPA 241: "Safeguarding Construction, Alteration, and Demolition Operations." 3. Applicable local codes for demolition work, safety of structure, and dust control. B. Obtain required permits from governing authorities. C. Comply with governing EPA notification regulations before beginning of demolition operations. D. Comply with hauling and disposal regulations of authorities having jurisdiction. E. Conduct pre-demolition conference at Project site. LRS Architects, Inc. City of Tigard Selective Demolition: 02 4119 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 1.6 PROJECT CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct demolition so Owner's operations will not be disrupted. Provide not less than 72 hours notice to Owner of activities that will affect Owner's operations. 1. Do not disable or disrupt building fire or life safety systems without prior written notice to the Owner. B. Maintain access to existing walkways,corridors, or other occupied or used facilities. Do not close or obstruct egress width to exits. C. Owner assumes no responsibility for condition of areas to be selectively demolished. D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. Hazardous materials will be removed by Owner before start of Work. 2. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract. E. Utility Service: Notify affected utility companies of selective demolition before starting work and comply with their requirements for maintaining service, and disconnecting existing services,where required. 1. Maintain existing utilities indicated to remain in service and protect them against damage during demolition operations. 2. Maintain fire protection facilities in service during demolition operations. 1.7 SCHEDULING A. Schedule Work to coincide with new construction. PART 2 PRODUCTS 2.1 REPAIR MATERIALS A. Use repair materials identical to existing materials, or materials that visually match existing surfaces if identical materials are not available. B. Comply with material and installation requirements specified in individual Specification Sections. PART 3 EXECUTION 3.1 EXAMINATION A. Prior to start of Work, examine work to be removed and work to remain to determine nature of work and conditions under which selective demolition will be conducted. 1. Make necessary probes to determine extent and kind of protection required. 2. When applicable,verify that utilities have been disconnected and capped. LRS Architects, Inc. City of Tigard Selective Demolition: 02 4119 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 3. Where existing conditions are found to be conflict with representations of Contract Documents, submit written notification and request clarification. a. Do not perform Work related to conflicting conditions until clarification is obtained. 3.2 PREPARATION A. Utilities: Locate, identify, disconnect, and seal or cap off utilities serving area to be demolished. Mark location of existing utilities to remain. B_ Provide, erect, and maintain temporary barriers at locations indicated,or as required to separate the public and occupied areas from areas of Work. C. Erect and maintain weatherproof closures for exterior openings. D. Protect existing materials which are not to be demolished or removed. E. Provide and maintain shoring, bracing, or structural support to prevent movement, settlement, or collapse of construction to remain, and to prevent unexpected or uncontrolled movement or collapse of construction to be demolished. 3.3 SELECTIVE DEMOLITION A. Conduct demolition to minimize interference with adjacent and occupied building areas. B. Demolish and remove existing construction only to the extent required by new construction and as indicated. C. Demolish in an orderly and careful manner. Protect existing supporting structural members. D. Cease operations immediately if structure appears to be in danger. Notify Architect. Do not resume operations until directed. E. Removed and Reinstalled Items: Clean and repair to functional reuse, pack or crate with identification marked with identification, protect from damage during storage, and reinstall in locations indicated. Comply with requirements for new materials and equipment. F. Existing Items to Remain: Protect against damage and soiling during selective demolition. When permitted by Architect, items may be removed to suitable storage and reinstalled in their original locations after demolition operations are complete. G. Promptly repair damage to adjacent construction caused by selective demolition. Perform patching work in accordance with Section 01 7329, Cutting and Patching. H. Remove demolished materials from site as work progresses. I. Do not burn demolished materials on site. J. Transport demolished materials off Owner's property and legally dispose of them. K. Upon completion of work, leave areas in clean condition. Remove temporary partitions, barriers, and construction. END OF SECTION LRS Architects, Inc. City of Tigard Unit Masonry Restoration: 04 0129 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section includes: 1. Repointing mortar joints. 2. Removing plant growth. 3. Cleaning exposed unit masonry surfaces. B. Related Sections: 1. Section 07 1900:Water Repellents,for applied sealer. 2. Section 07 9200:Joint Sealants, for sealing joints in restored unit masonry. 1.2 DEFINITIONS A. Low-Pressure Spray: 100 to 400 psi; 4 to 6 gpm. B. Medium-Pressure Spray: 400 to 600 psi; 4 to 6 gpm. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. Include recommendations for application and use. Include test reports and certifications substantiating that products comply with requirements. B. Samples for Verification: Before erecting mockup,submit samples of the following: 1. Each type of mortar for pointing in the form of sample mortar strips, 6 inches long by 1/2 inch wide, set in aluminum or plastic channels. C. Qualification Data: For restoration specialists including field supervisors. D. Restoration Program: For each phase of the restoration process, provide description of materials, methods, equipment, and sequence of operations to be used for each phase of restoration work, including protection of surrounding materials on building and Project site. 1. If materials and methods other than those indicated are proposed for any phase of restoration work, provide a written description, including evidence of successful use on other comparable projects,and a testing program to demonstrate their effectiveness for this Project. E. Cleaning Program:Describe cleaning process in detail, including materials, methods, and equipment to be used and protection of surrounding materials on building and Project site, and control of runoff during operations 1. If materials and methods other than those indicated are proposed for cleaning work, provide a written description, including evidence of successful use on other comparable projects,and a testing program to demonstrate their effectiveness for this Project. LRS Architects, Inc. City of Tigard Unit Masonry Restoration: 04 0129 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 1.4 QUALITY ASSURANCE A. Restoration Specialist: Engage an experienced masonry restoration and cleaning firm that has completed work similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance. 1. At Contractor's option,the work may be divided between 2 specialist firms: 1 for cleaning work and 1 for repair work. 2. Field Supervision: Restoration specialist firms shall maintain experienced full-time supervisors on the Project site during times that clay masonry restoration and cleaning are in progress. B. Chemical Manufacturer Qualifications:A firm regularly engaged in producing masonry cleaners that have been used for similar applications with successful results, and with factory- trained representatives who are available for consultation and Project site inspection and assistance at no additional cost. C. Mockups: Prepare mockups of restoration and cleaning as follows to demonstrate aesthetic effects and qualities of materials and execution. Prepare mockups on existing walls under same weather conditions to be expected during remainder of Work. 1. Clean mockup area indicated in Drawings. a. Test cleaners and methods on samples of adjacent materials for possible adverse reactions, unless cleaners and methods are known to have a deleterious effect. b. Allow a waiting period of not less than 7 days after completion of sample cleaning to permit a study of sample panels for negative reactions. 2. Rack out joints in two separate areas approximately 36 inches high by 72 inches wide for each type of repointing required and repoint one of the two areas. 1.5 DELIVERY, STORAGE,AND HANDLING A. Deliver other materials to Project site in manufacturer's original and unopened containers, labeled with type and name of products and manufacturers. B. Store cementitious materials off the ground, under cover, and in a dry location. C. Store aggregates, covered and in a dry location, where grading and other required characteristics can be maintained and contamination avoided. D. Comply with manufacturer's written instructions for storage of hydrated lime and lime putty. Discard lime if containers have been damaged or have been opened for more than two days. 1.6 PROJECT CONDITIONS A. Repoint mortar joints only when air temperature is between and 40 and 90 degrees F and is predicted to remain so for at least 7 days after completion of work. B. Cold-Weather Requirements: Comply with the following procedures for mortar-joint pointing: 1. When air temperature is below 40 degrees F, heat mortar ingredients, unit masonry repair materials,and existing masonry walls to produce temperatures between 40 and 120 degrees F. LRS Architects, Inc. , City of Tigard Unit Masonry Restoration: 04 0129 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 2. When mean daily air temperature is below 25 degrees F, provide enclosure and heat to maintain temperatures above 32 degrees F within the enclosure for 7 days after repair and pointing. C. Hot-Weather Requirements: Protect mortar-pointing when temperature and humidity conditions produce excessive evaporation of water from mortar and repair materials. Provide artificial shade and wind breaks and use cooled materials as required. Do not apply mortar to substrates with temperatures of 90 degrees F and above. D. Clean unit masonry surfaces only when air temperature is 40 degrees F and above and is predicted to remain so for at least 7 days after completion of cleaning. 1.7 SEQUENCING AND SCHEDULING A. Order replacement materials at the earliest possible date, to avoid delaying completion of the Work. B. Perform unit masonry restoration work in the following sequence: 1. Remove plant growth. 2. Inspect for open mortar joints and repair before cleaning to prevent the intrusion of water and other cleaning materials into the wall. 3. Clean unit masonry surfaces. 4. Rake out joints that are to be repointed. 5. Point mortar joints. 6. Clean unit masonry surfaces. PART PRODUCTS 2.1 MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated.into the Work include, but are not limited to, the products specified in other PART 2 Articles. 2.2 MORTAR MATERIALS A. Portland Cement: ASTM C 150, Type I or Type ll. 1. Provide white cement containing not more than 0.60 percent total alkali when tested according to ASTM C 114. B. Hydrated Lime:ASTM C 207, Type S. C. Factory-Prepared Lime Putty: Screened,fully-slaked lime putty, prepared from pulverized lime complying with ASTM C 5. D. Mortar Sand:ASTM C 144, unless otherwise indicated. E. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for mortar mixes. Use only pigments with a record of satisfactory performance in masonry mortars. F. Water: Potable. LRS Architects, Inc. 771111f!TIl!I!!II!!IIII!III!III!III!III!III!III!III!III!III!III!III!IIIII[11Fp]l!!]11f111➢TTIT?TTT11III1'IIIIIIIIIIIIIIIIIIIIIIIIIIIIHIM PIlIGIf1TIIII[]IIIITII1IMFF TTIIiT77?7?777 City of Tigard Unit Masonry Restoration: 04 0129 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 2.3 CLEANING MATERIALS A. Water for Cleaning: Potable. B. Hot Water: Heat water to a temperature of 140 to 160 degrees F. C. Mild Acidic Cleaner: Manufacturer's standard mildly acidic cleaner containing no hydrochloric, hydrofluoric, or sulfuric acid; or chlorine bleaches. . 1. Available Manufacturers: a. Diedrich Technologies, Inc.; Envirorestore 100. b. Dominion Restoration, Inc.; DR-60 Stone and Masonry Cleaner. C. Dumond Chemicals, Inc.; Safe n' Easy Heavy Duty Restoration Cleaner. d. ProSoCo; Sure Klean Light-Duty Restoration Cleaner. 2.4 MISCELLANEOUS MATERIALS A. Liquid Strippable Masking Agent: Manufacturer's standard liquid,film-forming, strippable masking material for protecting glass, metal, and polished stone surfaces from damaging effects of acidic and alkaline masonry cleaners. 1. Available Manufacturers: a_ American Building Restoration Products, Inc.; LM 130 Acid Shield. b. Diedrich Technologies, Inc.; Diedrich Acid Guard. C. Price Research, Ltd,; Price Mask. d. ProSoCo; Sure Klean Strippable Masking. 2.5 MORTAR MIXES A. Measurement and Mixing: Measure cementitious and aggregate material in a dry condition by volume or equivalent weight. Do not measure by shovel; use known measure. Mix materials in a clean, mechanical batch mixer. 1. Mixing Pointing Mortar:Thoroughly mix cementitious and aggregate materials together before adding any water. Then mix again adding only enough water to produce a damp, unworkable mix that will retain its form when pressed into a ball. Maintain mortar in this dampened condition for 15 to 30 minutes. Add remaining water in small portions until reaching mortar of the desired consistency. Use mortar within one hour of final mixing; do not retemper or use partially hardened material. B. Colored Mortar: Produce mortar of color required by using selected ingredients. Do not adjust proportions without Architect's approval. 1. Mortar Pigments: Where mortar pigments are indicated, do not exceed a pigment-to- cement ratio of 1:10 by weight. C. Do not use admixtures of any kind in mortar, unless otherwise indicated. D. Mortar Proportions: Mix mortar materials in the following proportions: 1. Pointing Mortar for Brick: 1 part portland cement, 3 parts lime, and 9 parts sand. a. Provide natural sands to match original aggregate in terms of color, size/shape and distribution of particles. LRS Architects, Inc. City of Tigard Unit Masonry Restoration: 04 0129 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 PART 3 EXECUTION 3.1 PROTECTION A. Protect persons, motor vehicles, surrounding surfaces of building being restored, building site, plants, and surrounding buildings from harm resulting from masonry restoration work. 1. Erect temporary protection covers over walkways and at points of pedestrian and vehicular entrance and exit that must remain in service during course of restoration and cleaning work. B. Comply with chemical cleaner manufacturer's instructions for protecting building and other surfaces against damage from exposure to its products. Prevent chemical cleaning solutions from coming into contact with pedestrians, motor vehicles, landscaping, buildings, and other surfaces that could be harmed by such contact.. 1. Cover adjacent surfaces,with materials that are proven to resist chemical cleaners used unless chemical cleaners being used will not damage adjacent surfaces. Use materials that contain only waterproof, UV-resistant adhesives.Apply masking agents to comply with manufacturer's instructions. Do not apply liquid masking agent to painted or porous surfaces. When no longer needed, promptly remove masking to prevent adhesive staining. 2. Keep wall wet below area being cleaned to prevent streaking from runoff. 3. Do not clean masonry during winds of sufficient force to spread cleaning solutions to unprotected surfaces. 4. Neutralize and collect alkaline and acid wastes for disposal off Owner's property. 5. Dispose of runoff from cleaning operations by legal means and in a manner that prevents soil erosion, undermining of paving and foundations, damage to landscaping, and water penetration into building interiors. C. Prevent mortar from staining face of surrounding masonry and other surfaces. 1. Cover sill, ledges, and projections to protect from mortar droppings. 2. Keep wall area wet below rebuilding and pointing work to discourage mortar from adhering. 3. Immediately remove mortar in contact with exposed masonry and other surfaces. 4. Clean mortar splatters from scaffolding at end of each day. D. Remove gutters, downspouts, and exterior ornamental metal adjacent to masonry and store during masonry restoration and cleaning. Reinstall when masonry restoration and cleaning is complete. 1. Provide temporary rain drainage during work to direct water away from building. 3.2 CLEANING MASONRY, GENERAL A. Proceed with cleaning in an orderly manner; work from top to bottom of each scaffold width and from one end of each elevation to the other. B. Use only those cleaning methods indicated for each masonry material and location. 1. Do not use wire brushes or brushes that are not resistant to chemical cleaner being used. Do not use plastic-bristle brushes if natural-fiber will resist chemical cleaner being used. LRS Architects, Inc. City of Tigard Unit Masonry Restoration: 04 0129 City Hall, Police and Permit Center Re-Skin Page 6 May 6, 2014 2. Use spray equipment that provides controlled application at volume and pressure indicated, measured at spray tip. Adjust pressure and volume to ensure that cleaning methods do not damage masonry. a. Equip units with pressure gages. 3. For chemical cleaner spray application, use a low-pressure tank or chemical pump suitable for chemical cleaner indicated, equipped with a cone-shaped spray tip. 4. For water spray application, use a fan-shaped spray tip that disperses water at an angle of 25 to 50 degrees. 5. For high-pressure water spray application, use a fan-shaped spray tip that disperses water at an angle of at least 40 degrees. 6. For heated water spray application, use equipment capable of maintaining temperature between 140 and 160 degrees F at flow rates indicated. 7. For steam application, use a steam generator capable of delivering live steam at nozzle. C. Perform each cleaning method indicated in a manner that results in uniform coverage of all surfaces, including corners, moldings, and interstices, and that produces an even effect without streaking or damaging masonry surfaces. D. Removing Plant Growth: Completely remove plant, moss, and shrub growth from masonry surfaces. Carefully remove plants, creepers, and vegetation by cutting at roots and allowing to dry as long as possible before removal. Remove loose soil and debris from open masonry joints to whatever depth they occur. E. Preliminary Cleaning: Before beginning general cleaning, remove extraneous substances that are resistant to cleaning methods being used. Extraneous substances include paint, calking, asphalt, and tar. 1. Carefully remove heavy accumulations of material from surface of masonry with a sharp chisel. Do not scratch or chip masonry surface. 2. Remove paint and calking with alkaline paint remover. a. Comply with requirements for paint removal. b. Repeat application up to two times if needed. 3. Remove asphalt and tar with solvent-type paint remover. a. Apply only to asphalt and tar by brush without prewetting. b. Allow paint remover to remain on surface for 10 to 30 minutes. C. Rinse off with cold hot water using low-pressure spray. d. Repeat application if needed. F. Water Spray Applications: Unless otherwise indicated, hold spray nozzle at least 6 inches from surface of masonry and apply water in horizontal back and forth sweeping motion, overlapping previous strokes to produce uniform coverage. G. Steam Wash:Apply steam to masonry surfaces at pressures not exceeding 80 psi. Hold nozzle at least 6 inches from surface of masonry and apply steam in horizontal back and forth sweeping motion, overlapping previous strokes to produce uniform coverage. H. Chemical Cleaner Application Methods: Apply chemical cleaners to masonry surfaces to comply with chemical cleaner manufacturer's written instructions; use brush or spray application methods, at Contractor's option. Do not spray apply at pressures exceeding 50 psi. Do not allow chemicals to remain on surface for periods longer than those indicated or recommended by manufacturer. LRS Architects, Inc. City of Tigard Unit Masonry Restoration: 04 0129 City Hall, Police and Permit Center Re-Skin Page 7 May 6, 2014 I. Rinse off chemical-residue and soil by working upward from bottom to top of each treated area at each stage or scaffold setting. Periodically during each rinse, test pH of rinse water running off of cleaned area to determine that chemical cleaner is completely removed. 1. Apply neutralizing agent and repeat rinse, if necessary, to produce tested pH of between 6.5 and 7.5. J. After cleaning is complete, remove protection no longer required. Remove tape and adhesive marks. 3.3 CLEANING BRICKWORK A. Mild Acidic Chemical Cleaning: 1. Wet masonry with hot water applied by low-pressure spray. 2. Apply cleaner to masonry by brush or low-pressure spray. Let cleaner remain on surface for period of time as recommended by chemical cleaner manufacturer, unless otherwise established by mockup. 3. Rinse with cold water applied by medium-pressure spray to remove chemicals and soil. 4. Repeat cleaning procedure above where required to produce the cleaning effect established by mockup. Do not repeat more than once. If additional cleaning is required, use steam wash. 3.4 REPOINTING MASONRY A. Rake out and repoint mortar joints to the following extent: 1. All joints, other than those indicated as sealant-filled joints, as indicated in Drawings. B. Rake out joints as follows: 1. Remove mortar from joints to depth of 1 inch. .2. Remove mortar from masonry surfaces within raked-out joints to provide reveals with square backs and to expose masonry for contact with pointing mortar. Brush, vacuum, or flush joints to remove dirt and loose debris. 3. Do not spall edges of masonry units or widen joints. Replace damaged masonry units. a. Cut out old mortar by hand with chisel and mallet. Do not use power-operated grinders without Architect's written approval based on submission by Contractor of a satisfactory quality-control program and demonstrated ability of operators to use tools without damaging masonry. Quality-control program shall include provisions for supervising performance and preventing damage due to worker fatigue. C. Notify Architect of unforeseen detrimental conditions including voids in mortar joints, cracks, loose masonry units, rotted wood, rusted metal, and other deteriorated items. D. Point joints as follows: 1. Rinse masonry-joint surfaces with water to remove dust and mortar particles. Time rinsing application so, at the time of pointing,joint surfaces are damp but free of standing water. If rinse water dries, dampen masonry-joint surfaces before pointing. LRS Architects, Inc. City of Tigard Unit Masonry Restoration: 04 0129 City Hall, Police and Permit Center Re-Skin Page 8 May 6, 2014 2. Apply pointing mortar first to areas where existing mortar was removed to depths greater than surrounding areas. Apply in layers not greater than 3/8 inch until a uniform depth is formed. Fully compact each layer thoroughly and allow it to become thumbprint hard before applying next layer. 3. After joints have been filled to same depth as remaining joints, point all joints by placing mortar in layers not greater than 3/8 inch. Fully compact each layer and allow to become thumbprint hard before applying next layer. Where existing bricks have rounded edges, slightly recess finished mortar surface below face of masonry to avoid widened joint faces. Take care not to spread mortar over edges onto exposed masonry surfaces or to featheredge mortar. 4. When mortar is thumbprint hard, tool joints to match original appearance of joints,. Remove excess mortar from edge of joint by brushing. F. Cure mortar by maintaining in a thoroughly damp condition for at least 72 hours. 1. Acceptable curing methods include covering with wet burlap and plastic sheeting, periodic hand misting, and periodic mist spraying using system of pipes, mist heads, and timers. 2. Adjust curing methods to ensure that pointing mortar is damp throughout its depth without eroding surface mortar. G. Where repointing work precedes cleaning of existing masonry, allow mortar to harden at least 30 days before beginning cleaning work. 3.5 FINAL CLEANING A. After mortar has fully hardened, thoroughly clean exposed masonry surfaces of excess mortar and foreign matter; use wood scrapers, stiff-nylon or -fiber brushes and clean water, spray applied at low pressure. 1. Do not use metal scrapers or brushes. 2. Do not use acidic or alkaline cleaners. B. Wash adjacent woodwork and other nonmasonry surfaces. Use detergent and soft brushes or cloths. C. Clean masonry debris from roof; remove debris from gutters and downspouts. Rinse off roof and flush gutters and downspouts. D. Sweep and rake adjacent pavement and grounds to remove masonry debris. Where necessary, pressure wash surfaces to remove mortar, dust, dirt, and stains. END OF SECTION LRS Architects, Inc. City of Tigard Miscellaneous Carpentry: 06 1053 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Wood blocking and nailers. 1.2 DEFINITIONS A. Dimension Lumber: Lumber of 2 inches nominal or greater but less than 5 inches nominal in least dimension. B. Lumber grading, inspection, and treatment agencies, and the abbreviations used to reference them, include the following: 1. NLGA: National Lumber Grades Authority. 2. WCLIB:West Coast Lumber Inspection Bureau. 3. WWPA: Western Wood Products Association. 1.3 SUBMITTALS A. Product Data: For each type of process and factory fabricated product. 1. Include data for wood preservative treatment from chemical treatment manufacturer and certification by treating plant that treated plywood complies with requirements. a. Indicate type of preservative used and net amount of preservative retained. b. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. 1.4 DELIVERY, STORAGE,AND HANDLING A. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings PART 2 PRODUCTS 2.1 WOOD PRODUCTS A. Lumber Standard: Comply with American Softwood Lumber Standard, DOC PS 20. 1. Dressing Requirements: Smooth four sides, S4S, unless otherwise indicated. 2. Dimension Lumber Maximum Moisture Content: 19 percent at time of dressing. 2.2 GRADE AND TREATMENT STAMPS A. Identify each piece of framing lumber by grade stamp of WCLIB or WWPA. B. Stamp each preservative treated wood piece with AWPB treatment stamp or furnish certificate of inspection with each shipment. LRS Architects, Inc. City of Tigard Miscellaneous Carpentry: 06 1053 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 2.3 PRESERVATIVE TREATED MATERIALS A. Preservative Treatment by Pressure Process: Provide lumber complying with requirements of AWPA Standard U1, Use Category UC3b for exterior construction not in contact with the ground. 1. Do not use chemicals containing arsenic or chromium. 2. Do not use chemical formulations that require incising. 3. Use treatment that does not promote corrosion of metal fasteners. B. Mark lumber with appropriate classification marking of an inspection agency. C. Kiln dry lumber after treatment to a maximum moisture content of 15 percent. D. Treat exterior rough carpentry, unless otherwise indicated, items indicated in the Drawings, and the following: 1. Nailers, blocking, equipment support bases, stripping and similar items associated with flashing. 2 Blocking,furring, stripping and similar items in contact with concrete or masonry. E. Where possible, precut material before treatment.Apply field treatment complying with AWPA M4 to cut surfaces. 2.5 DIMENSION FRAMING AND MISCELLANEOUS LUMBER A. Maximum Moisture Content: 15 percent for 2 inch nominal thickness or less, 19 percent for more than 2 nominal thickness. B. Concealed Dimension Lumber: Provide species of grades indicated: 1. Bucks, Blocking, Nailers, Douglas Fir NLGA, WWPA, WCLIB Stripping and Miscellaneous: No. 2 2.6 FASTENERS A. General: 1. Provide fasteners of size and type indicated that comply with requirements specified for material and manufacture 2. Where in contact with preservative treated wood, provide fasteners as follows: a. Exterior Locations and where stainless steel framing anchors are used: Type 304 stainless steel. B. Nails, Brads, and Staples:ASTM F 1667. C. Wood Screws: Flat head carbon steel,ASME 818.6.1. D. Power Driven Fasteners: NES NER-272. E. Screws for Fastening Cold-Formed Metal Framing:ASTM C 954 except with wafer heads and reamer wings. F. Lag Bolts: ASME B18.2.1. LRS Architects, Inc. City of Tigard Miscellaneous Carpentry: 06 1053 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 G. Bolts: Steel bolts complying with ASTM A 307, Grade A, with ASTM A 563 hex nuts and where indicated,flat washers. H. Expansion Anchors:Anchor bolt and sleeve assembly with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488. 1. Exterior Locations: Stainless steel with bolts and nuts complying with ASTM F 593 and ASTM F 594,Alloy Group 1 or 2. 2. Attachment to Masonry: Sleeve Anchor by Hilti, Red head. Sleeve anchor by Phillips. 2.7 MISCELLANEOUS MATERIALS A. Adhesive for Gluing to Concrete or Masonry: Formulation complying with ASTM D 3498 that is approved for use indicated by adhesive manufacturer. PART 3 EXECUTION 3.1 INSTALLATION, GENERAL A. Set rough carpentry to required level and lines,with members plumb, true to line, cut, and fitted. 1. Produce joints that are tight, true, and well nailed. 2. Do not shim framing components. B. Provide and locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. C. Framing Standard: Comply with American Forest&Paper Association's (AF&PA) "Details for Conventional Wood Frame Construction,"unless otherwise indicated. D. Provide minimum 2 inch nominal thick blocking and framing as indicated and as required to support facing materials,trim,fire protection, mechanical, electrical equipment, and the like. E. Selection of Lumber Pieces: 1. Select individual pieces so that knots and obvious defects do not interfere with placing bolts or nails for proper connections. 2. Cut out and discard pieces with defects that render a piece unable to serve its intended function. 3. Lumber may be rejected by Architect, whether or not it has been installed, for excessive warp, twist, bow, crook, mildew,fungus, or mold, as well as for improper cutting and fitting. F. Provide field treatment complying with AWPA M4 to cut surfaces of preservative treated lumber and plywood. G. Securely attach rough carpentry to substrates by anchoring and fastening as indicated, complying with the following: 1. Table 2304.9.1, "Fastening Schedule," in State of Oregon Structural Specialty Code. 2. NES NER-272 for power-driven fasteners. LRS Architects, Inc. City of Tigard Miscellaneous Carpentry: 06 1053 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 H. Use common wire nails, unless otherwise indicated. 1. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. 2. Make tight connections between members. 3. Install fasteners without splitting wood. 3.2 WOOD BLOCKING AND NAILER INSTALLATION A. Install where indicated and where required for attaching other work. 1. Form to shapes indicated and cut as required for true line and level of attached work. 2. Coordinate locations with other work involved. B. Attach items to substrates to support applied loading. 1. Recess bolts and nuts flush with surfaces, unless otherwise indicated. END OF SECTION LRS Architects, Inc. City of Tigard Miscellaneous Carpentry: 06 1053 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Wood blocking and nailers. 1.2 DEFINITIONS A. Dimension Lumber: Lumber of 2 inches nominal or greater but less than 5 inches nominal in least dimension. B. Lumber grading, inspection, and treatment agencies, and the abbreviations used to reference them, include the following: 1. NLGA: National Lumber Grades Authority. 2. WCLIB:West Coast Lumber Inspection Bureau. 3. WWPA: Western Wood Products Association. 1.3 SUBMITTALS A. Product Data: For each type of process and factory fabricated product. 1. Include data for wood preservative treatment from chemical treatment manufacturer and certification by treating plant that treated plywood complies with requirements. a. Indicate type of preservative used and net amount of preservative retained. b. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. 1.4 DELIVERY, STORAGE,AND HANDLING A. Stack lumber flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings PART 2 PRODUCTS 2.1 WOOD PRODUCTS A. Lumber Standard: Comply with American Softwood Lumber Standard, DOC PS 20. 1. Dressing Requirements: Smooth four sides, S4S, unless otherwise indicated. 2. Dimension Lumber Maximum Moisture Content: 19 percent at time of dressing. 2.2 GRADE AND TREATMENT STAMPS A. Identify each piece of framing lumber by grade stamp of WCLIB or WWPA. B. Stamp each preservative treated wood piece with AWPB treatment stamp or furnish certificate of inspection with each shipment. LRS Architects, Inc. City of Tigard Exterior Insulation and Finish System (EIFS) Restoration: 07 0145 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 1.3 QUALITY ASSURANCE A. Restoration Specialist: Engage an experienced exterior insulation and finish system (EIFS) restoration and cleaning firm that has completed work similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance. 1. At Contractor's option, the work may be divided between 2 specialist firms: 1 for cleaning work and 1 for repair work. 2. Field Supervision: Restoration specialist firms shall maintain experienced full-time supervisors on the Project site during times that the exterior insulation and finish system restoration and cleaning are in progress. B. Mockup: Prepare mockup of restoration and cleaning as follows to demonstrate aesthetic effects and qualities of materials and execution. Prepare mockup on existing wall under same weather conditions to be expected during remainder of Work. 1. Restore and clean mockup area indicated in Drawings. a. Test cleaners and methods on samples of adjacent materials for possible adverse reactions, unless cleaners and methods are known to have a deleterious effect. b. Allow a waiting period of not less than 7 days after completion of sample cleaning to permit a study of sample panels for negative reactions. C. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Division 01. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver materials in original, unopened packages with manufacturer's labels intact and clearly identifying products. B. Store materials inside and under cover; keep them dry and protected from the weather, direct sunlight, surface contamination, aging, corrosion, damaging temperatures, construction traffic, and other causes. 1.5 PROJECT CONDITIONS A. Clean exterior insulation and finish system surfaces when air temperature and surfaces are 50 degrees F and above. B. Do not install finish system when ambient outdoor air and substrate temperatures are 40 degrees F and falling, or when rain is forecasted. C. Apply materials to substrate that is clean,dry and otherwise suitable for covering. 1.6 SEQUENCING AND COORDINATION A. Perform exterior insulation and finish system restoration work in the following sequence: 1. Clean existing exterior insulation and finish system (EIFS) surfaces. 2. Repair damage in existing insulation. 3. Remove existing joint sealants and prep existing joints for new joint sealants. 4. Provide new base coat, reinforcing mesh, primer, textured finish coat, and non- textured finish coat over existing exterior insulation and finish system at top portion of exterior walls as indicated in Drawings. LRS Architects, Inc. City of Tigard Exterior Insulation and Finish System (EIFS) Restoration: 07 0145 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 5. Provide new primer and two coats of non-textured finish coat over existing exterior insulation and finish system at remainder of building. 6. Apply new joint sealants in existing joints. B. Coordinate restoration of EIFS with other Work specified in other Sections to ensure that wall assemblies, including exterior wall sheathing, metal flashing, trim, and windows are protected against damage from the effects of weather, age, corrosion, moisture, and other causes. PART PRODUCTS 2.1 MANUFACTURERS A. System Manufacturer: Dryvit Systems, Inc. 1. Provide work of this Section in accordance with "DryvitCARE EIFS Repair Procedures" by Dryvit Systems, Inc. B. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the products specified in other PART 2 Articles. 2.2 MATERIALS A. Compatibility: Provide adhesive, board insulation, reinforcing meshes, base-and finish-coat materials, primers, flashings, sealants, and accessories that are compatible with one another and approved for use by system manufacturer for the Project. B. Board Insulation: Expanded polystyrene; ASTM C578, Type I; nominal density of 1.0 pcf, complying with exterior insulation and finish system manufacturer's requirements for most stringent requirements for material performance and qualities of insulation, including dimensions and permissible variations, and the following: 1. Thickness: Match existing. 2. Thickness Tolerance: Plus or minus 1/16 inch maximum. 3. Board Size: 24 by 48 inch. 4. Compressive Strength: Minimum 10 psi. 5. Water Absorption: In accordance with ASTM D 2842, 4 percent by volume maximum. 6. Edges: Square within 1/32 inch per foot. C. Waterproof Adhesive for Application of Insulation: System manufacturer's job mixed waterproof formulation designed for indicated use, complying with requirements of ASTM C 150, Type I. D. Reinforcing Mesh: Balanced, alkali-resistant, open-weave, glass-fiber mesh treated for compatibility with other exterior insulation and finish system materials, made from continuous multiend strands with retained mesh tensile strength of not less than 1201fb/in. according to ASTM E 2098 and the following: 1. Reinforcing Mesh: Not less than 20 oz./sq. yd. 2. Strip Reinforcing Mesh: Not less than 3.75 oz./sq. yd. 3. Detail Reinforcing Mesh: Not less than 4 oz./sq. yd. 4. Corner Reinforcing Mesh: Not less than 7.2 oz./sq. yd. E. Base-Coat Materials: Factory-mixed non-cementitious formulation of polymer-emulsion adhesive and fillers that is ready to use without adding other materials. 1. Manufacturer: Dryvit Systems, Inc. LRS Architects, Inc. City of Tigard Exterior Insulation and Finish System (EIFS) Restoration: 07 0145 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 F. Tinted Primer: System manufacturer's standard factory-mixed elastomeric-polymer primer for preparing base-coat surface for application of finish coat,with color closely matched to selected finish coat color. G. Finish Coat Materials: 1. Acrylic Based Finish Coat: a. Textured: Factory mixed formulation of 100 percent acrylic polymer base emulsion, colorfast mineral pigments, and fine aggregates. 1) "Dryvit Textured Acrylic Finish, NCB" by Dryvit Systems, Inc. 2) Texture: Match existing. b. Non-Textured: 100 percent acrylic polymer emulsion type; elastomeric, high- build waterproof coating. 1) "Dryvit Weatherlastic Elastomeric Coating, Smooth" by Dryvit Systems, Inc. 2. Color:As selected by Architect from manufacturer's standard color range. 2.3 ACCESSORIES A. Metal Flashing: In accordance with requirements of Section 07 6000. B. Elastomeric Sealants: Provide sealant and joint filler products in accordance with requirements of Section 07 9200, and the following: 1. Chemically curing, elastomeric sealant listed and recommended by system manufacturer, compatible with joint substrates and other related materials, complying with requirements for products indicated in"EIMA Guide for Use of Sealant with Exterior Insulation and Finish Systems, Class PB." Provide one of the following, with appropriate primers, or approved: a. Low-modulus, two component, nonsag polyurethane sealant: Pecora Dynatrol II, Tremco Dymeric 240 FC. b. Low-modulus silicone sealant: Dow Corning 790 or 795,Tremco Spectrem 1 or Spectrem 3. 2. Color:As selected by Architect from manufacturer's standard color range. C. Small Holes or Impact/Hail Damage Patching Material: One component,fast-setting, polymer- modified,fiber-reinforced, cement-based, non-sagging, patching material for exterior insulation and finish systems. 1. "Rapid Patch" by Dryvit Systems, Inc. 2.4 CLEANING MATERIALS A. Water for Cleaning: Potable. LRS Architects, Inc. City of Tigard Exterior Insulation and Finish System (EIFS) Restoration: 07 0145 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 B. Nonacidic Liquid Cleaner: Manufacturer's standard non-caustic, non-acidic liquid cleaner formulated for removing mud, algae, grease, oil and other organic soiling from exterior insulated finish system surfaces for general maintenance and re-coat preparation. 1. Available Manufacturers, or approved: a. ABR Products, Inc.; Building Wash 3. d. ProSoCo; Enviro Klean EIFS Clean 'N Prep. C. Shore Corporation; 2600 EIFScrub. d. The Clean-Up Group; CitraShield BioCide. 2.5 MIXING A. Comply with system manufacturer's requirements for combining and mixing materials. B. Do not introduce admixtures, water, or other materials except as recommended by system manufacturer. C. Mix materials in clean containers. D. Use materials within time period specified by system manufacturer or discard. PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of system. B. Proceed with installation of system only after unsatisfactory conditions have been corrected. 3.2 PROTECTION A. Protect persons, motor vehicles, surrounding surfaces of building being restored, building site, plants, and surrounding buildings from harm resulting from exterior insulation and finish system restoration work. 1. Erect temporary protection covers over walkways and at points of pedestrian and vehicular entrance and exit that must remain in service during course of restoration and cleaning work. 2. Erect and tent scaffolding around building to prevent contamination into the natural areas adjacent to the buildings. B. Comply with cleaner manufacturer's instructions for protecting building and other surfaces against damage from exposure to its products. Prevent cleaning solutions from coming into contact with pedestrians, motor vehicles, landscaping, buildings, and other surfaces that could be harmed by such contact. 1. Cover adjacent surfaces with materials that are proven to resist cleaners used unless cleaners being used will not damage adjacent surfaces. Use materials that contain only waterproof, UV-resistant adhesives.Apply masking agents to comply with manufacturer's instructions. Do not apply liquid masking agent to painted or porous surfaces. When no longer needed, promptly remove masking to prevent adhesive staining. 2. Keep wall wet below area being cleaned to prevent streaking from runoff. 3. Do not clean surfaces during winds of sufficient force to spread cleaning solutions to unprotected surfaces. LRS Architects, Inc. City of Tigard Exterior Insulation and Finish System (EIFS) Restoration: 07 0145 City Hall, Police and Permit Center Re-Skin Page 6 May 6, 2014 4. Dispose of runoff from cleaning operations by legal means and in a manner that .prevents soil erosion, undermining of paving and foundations, damage to landscaping, and water penetration into building interiors. C. Detach gutters, downspouts, and wall mounted accessories adjacent to exterior insulation and finish system during exterior insulation and finish system restoration and cleaning. Reinstall when exterior insulation and finish system restoration and cleaning is complete. 3.2 CLEANING A. Proceed with cleaning in an orderly manner;work from top to bottom and from one end of each elevation to the other, unless otherwise recommended in writing by manufacturer. B. Cleaning Solution Application: 1. Thoroughly wet area to be cleaned prior to the application of the cleaning solution. 2. Use cold water for rinsing surfaces. 3. Use spray equipment that provides controlled application at volume and pressure indicated, measured at spray tip. Adjust pressure and volume to ensure that cleaning methods do not damage exterior insulation finish system. a. Equip units with pressure gages. 4. Apply cleaning solution with low-pressure sprayer, 30 to 50 psi, or through a pressurized water cleaning unit. 5. Use tip angle of the nozzle appropriate for the distance between the area being cleaned and the nozzle tip. 6. Follow cleaning solution manufacturer's instructions for application, scrubbing and dwell time on the surface prior to rinsing. C. Perform each cleaning method indicated in a manner that results in uniform coverage of all surfaces and that produces an even effect without streaking or damaging exterior insulation and finish system surfaces. D. Pressurized Water Rinsing: 1. Rinse surfaces with large amounts of clean, pressurized water from top to bottom before the cleaning solution can dry. 2. Rinse wall areas down thoroughly in a vertical section below the cleaned area. 3. Keep water pressure under 600 psi. E. After cleaning is complete, remove protection no longer required. Remove tape and adhesive marks. 1. Remove metal top cap from top of exterior insulation and finish system, and then clean the area where the top cap was removed. 3.3 REPAIRS A. Small Holes or Impact/Hail Damage Repair: Use patching product specified for holes or other damage less than 3 inches by 3 inches by 1 inch in size. 1. Procedure:Apply repair product in accordance with manufacturer's written instructions. a. Prep repair area as recommended by manufacturer. LRS Architects, Inc. City of Tigard Exterior Insulation and Finish System (EIFS) Restoration: 07 0145 City Hall, Police and Permit Center Re-Skin Page 7 May 6, 2014 b. Mix repair product and apply the mixture to the damaged area with a margin trowel to a depth of approximately 1/8 inch below the existing base coat surface. 1) Add a thin layer of material on the exposed base coat surrounding the patch. C. Cut a piece of detail mesh to the proper size and place over the wet repair patch material overlapping the existing base coat a minimum of 1 inch. d. Add additional repair patch material to completely fill the damaged area, cover the mesh and feather onto the surrounding base coat. e. When the patching material in the damaged area is stiff, use a clean, damp margin trowel to smooth out the surface. f. Let repair patch material set for at least 60 minutes, depending on ambient conditions. B. Impact Damage Repair: 1. Procedure: Repair damaged area in accordance with manufacturer's written instructions. a. Prep repair area as recommended by manufacturer. b. Remove damaged exterior insulation and finish system (EIFS) down to the substrate, exposing a neat uniform size area slightly larger than the damaged area. C. Examine damaged area to determine if weather barrier and sheathing substrate is damaged. 1) If damage to weather barrier or substrate is present, repair prior to exterior insulation and finish system application. d. . Install board insulation using the appropriate fasteners and/or adhesive. e. Ensure that existing finish coat is clean, dry and firmly bonded to the base coat. f. Apply new base coat, in conjunction with reinforcing mesh, onto newly installed board insulation and overlap onto existing finish coat a minimum of 2-1/2 inches. 1) Allow base coat to fully dry; minimum of 24 hours. g. Apply a tight coat of base coat over existing texture and blend in patch locations with skim coat. 1) Skim and refinish wall to a natural break. 2) Allow base coat to fully dry. C. Corner Damage Repair: 1. Procedure: Repair damaged area in accordance with manufacturer's written instructions. a. Prep repair area as recommended by manufacturer. b. Remove damaged exterior insulation and finish system (EIFS) down to the substrate, exposing a neat uniform size area 3 inches along each side of the corner. LRS Architects, Inc. City of Tigard Exterior Insulation and Finish System (EIFS) Restoration: 07 0145 City Hall, Police and Permit Center Re-Skin Page 8 May 6, 2014 C. Examine damaged area to determine if weather barrier or sheathing substrate is damaged. 1} If damage to weather barrier or substrate is present, repair prior to exterior insulation and finish system application. d. install board insulation using the appropriate fasteners and/or adhesive. e. Ensure that existing finish coat is clean, dry and firmly bonded to the base coat. f. Apply new base coat, in conjunction with reinforcing mesh, onto newly installed board insulation and overlap onto existing finish coat a minimum of 2-1/2 inches. 1) Allow base coat to fully dry; minimum of 24 hours. g. Apply a tight coat of base coat over existing texture and blend in patch locations with skim coat. 1) Skim and refinish wall to a natural break. 2) Allow base coat to fully dry. D. General Crack Repair: 1. Procedure: Repair damaged area in accordance with manufacturer's written instructions. a. Prep repair area as recommended by manufacturer. b. Remove damaged exterior insulation and finish system (EIFS) down to the substrate, exposing a neat uniform size area 3 inches on each side of the crack. C. Install board insulation using the appropriate fasteners and/or adhesive. d. Ensure that existing finish coat is clean,dry and firmly bonded to the base coat. e. Apply new base coat, in conjunction with reinforcing mesh, onto newly installed board insulation and overlap onto existing finish coat a minimum of 2-1/2 inches. 1) Allow base coat to fully dry; minimum of 24 hours. f. Apply a tight coat of base coat over existing texture and blend in patch locations with skim coat. 1) Skim and refinish wall to a natural break. 2) Allow base coat to fully dry. E. Crack Repair at Aesthetic Reveals: 1. Procedure: Repair damaged area in accordance with manufacturer's written instructions. a. Prep repair area as recommended by manufacturer. b. Install a small closed cell backer rod or bond breaker tape along the base of the groove to provide the proper sealant joint geometry and to avoid 3-sided adhesion. 1) Small intermittent dabs of sealant may be used to maintain position until the sealant is applied. LRS Architects, Inc. City of Tigard Exterior Insulation and Finish System (EIFS) Restoration: 07 0145 City Hall, Police and Permit Center Re-Skin Page 9 May 6, 2014 C. Apply specified sealant primer to each surface and allow to dry. d. Install and properly tool the sealant in accordance with the sealant manufacturer's instructions. 1) Provide a minimum of 1/4 inch contact area to the exterior insulation and finish system surface along each side of the groove. e. Protect the joint from weather until sealant has achieved adequate cure. F. Crack Repair at Corners of Doors, Windows and Other Openings: 1. Procedure: Repair damaged area in accordance with manufacturer's written instructions. a. Prep repair area as recommended by manufacturer. b. Remove damaged exterior insulation and finish system (EIFS) down to the substrate approximately 6 inches along jamb and sill or jamb and head depending on crack location. 1) Provide cut long enough to complete remove cracked area. 2) Make vertical and horizontal cuts so that a square piece of board insulation is removed. C. Examine damaged area to determine if weather barrier or sheathing substrate is damaged. 1) If damage to weather barrier or substrate is present, repair prior to exterior insulation and finish system application. d. Attach pieces of detail mesh to the substrate for board insulation edge wrap. e. Install a new continuous "L"shaped piece of board insulation tight against existing exterior insulation and finish system. 1) Attach board insulation to substrate using the appropriate adhesive or fasteners. 2) Hold board insulation back a minimum of 3/4 inches from frame to allow for proper sealant joint application. f. Ensure that existing finish coat is clean, dry and firmly bonded to the base coat. g. Apply new base coat, in conjunction with reinforcing mesh, onto newly installed board insulation and overlap onto existing finish coat a minimum of 2-1/2 inches. 1) Allow base coat to fully dry; minimum of 24 hours. h. Apply a tight coat of base coat over existing texture and blend in patch locations with skim coat. 1) Skim and.refinish wall to a natural break. 2) Allow base coat to fully dry. LRS Architects, Inc. City of Tigard Exterior Insulation and Finish System (EIFS) Restoration: 07 0145 City Hall, Police and Permit Center Re-Skin Page 10 May 6, 2014 G. Prepare Exterior Insulation and Finish System Surface for Installation of New Sealants: 1. Procedure: Provide procedure in accordance with manufacturer's written instructions. a. Cut the existing sealant as close as possible to the surface without damaging the surface. b. Grasp sealant and backer rod with constant tension and slice the sealant away from the exterior insulation and finish system. G. Remove remaining sealant as recommended by manufacturer and inspect exterior insulation and finish system surface. d. Confirm surfaces are clean and sound with reinforcing mesh embedded in the base coat. 1) Remove textured finish from existing areas to receive sealant. e. Skim with base coat improperly embedded reinforcing mesh to achieve proper coverage. 1) Repair broken or damaged mesh with the addition of new mesh, properly embedded in base coat and lapped a minimum of 2-1/2 inches over the existing adjacent base coat. f. Apply finish coat along exterior insulation and finish system edge to receive sealant and allow to dry for a minimum of 72 hours. g. Install closed cell backer rod, exterior insulation and finish system compatible primer, and sealant in accordance with manufacturer's written instructions. H. Repair Exterior Insulation and Finish System for Reattachment: 1. Procedure: Repair damaged area in accordance with manufacturer's written instructions. a. Verify the exterior insulation and finish system and underlying materials are sound and in serviceable condition. 1) Thoroughly evaluate existing conditions to ensure the complete extent of the problem is known and causes determined and properly addressed prior to proceeding with reattachment. b. Install fasteners into structural substrate to reattach existing exterior insulation and finish system. 1) Use fasteners recommended by manufacturer of appropriate length and type for the existing substrate. 2) Verify design wind loads for specific location of building to confirm fastening pattern; minimum fastening pattern of 16 inches by 16 inches. G. Install fasteners so that the washer surface is slightly below the plane of the finish surface, but not more than 1/16 inch. d. Embed a minimum 9 inch by 9 inch piece of detail mesh over each fastener in base coat material and feather out edges onto surrounding surface. 1) Allow base coat to fully dry; minimum of 24 hours. LRS Architects, Inc. City of Tigard Exterior Insulation and Finish System (EIFS) Restoration: 07 0145 City Hall, Police and Permit Center Re-Skin Page 11 May 6, 2014 I. Repair Exterior Insulation and Finish System with Delaminating Finish: 1. Procedure: Repair delaminating area in accordance with manufacturer's written instructions. a. Using power washer, remove the existing finish to expose the base coat layer. 1) Where finish is difficult to remove, thoroughly saturate with hot water until soft and then scrape away finish with margin trowel or similar tool. b. Examine the exposed areas of base coat for damage such as holes, breaks, excessive mesh pattern, etc., and repair with applicable procedures specified. 3.4 INSTALLATION A. Apply base coat to exposed surfaces of existing exterior insulation and finish system in one applications to a total nominal dry thickness of 3/32-inch, or as recommended by system manufacturer, but not less than 1/16-inch dry-coat thickness. B. Embed reinforcing mesh into wet basecoat and smooth with trowel until mesh is fully embedded. 1. Install reinforcing mesh to upper portion of exterior walls as indicated in Drawings. b. Make transition from existing system to added reinforcing mesh at break point which will not affect appearance of surface, as approved by Architect. 2. Lap mesh as recommended by system manufacturer. C. Apply tinted primer over base coat in accordance with manufacturer's instructions. D. Apply finish coat over dry tinted primer, maintaining a wet edge at all times for uniform appearance, in thickness required by system manufacturer to produce a uniform finish of color and texture matching approved sample. 1. Upper Portion of Exterior Walls: Apply one layer of non-textured finish coat over one layer of textured finish coat. 2. Lower Portion of Exterior Walls: Apply two layers of non-textured finish coat. E. Apply sealant and backer rod at finish perimeter and expansion joints in accordance with requirements of Section 07 9200. 1. Do not apply sealant directly to finish coat or base coat surfaces. 3.5 CLEANING AND PROTECTION A. Remove temporary covering and protection of other Work. B. Do not permit finish surface to become soiled or damaged. END OF SECTION LRS Architects, Inc. City of Tigard Water Repellents: 07 1900 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section includes water-repellents for the following vertical surfaces: 1. Brick masonry. B. Related Sections: 1. Section 014500: Quality Control, for manufacturer's field service procedures. 2. Section 04 2100: Brick Masonry, for substrate. 3. Section 07 9200: Joint Sealants. 4. Section 09 9000: Painting, for paints and coatings. 1.2 SUBMITTALS A. Product Data: Include manufacturer's specifications, surface preparation and application instructions, recommendations for water repellents for each surface to be treated, protection and cleaning instructions, and chemical properties including percentage of solids and VOC content. 1. Include data substantiating that materials are recommended by manufacturer for applications indicated and comply with requirements. B. Manufacturer Certificates: Signed by manufacturer certifying that water repellents comply with requirements, including regulatory requirements. C. Field Quality Control Test Reports. D. Evidence that Applicator has been trained and currently approved by manufacturer for application of manufacturer's products. E. Warranty: Copy of special warranty specified in this Section. 1.3 QUALITY ASSURANCE A. Use skilled workers trained and experienced in necessary crafts and familiar with requirements and methods needed for proper performance of Work of this Section. 1. Applicator(actual person applying water repellent)shall have been trained and currently approved by manufacturer for application of manufacturer's products. 1.4 REGULATORY REQUIREMENTS A. Comply with regulations of governmental authorities having jurisdiction concerning use of materials with Volatile Organic Compounds (VOCs). 1. Products containing 1,1,1 trichloroethane are not allowed. 1.5 PRE-INSTALLATION CONFERENCE A. Schedule meeting minimum one week prior to start of application. Include manufacturer's technical representative in meeting. Comply with requirements of Section 01 3100. LRS Architects, Inc. City of Tigard Water Repellents: 07 1900 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 B. Agenda: Schedule, site conditions, dilution ratios for concentrates, and rate of application determined by water take up test. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver the materials to the job site in the manufacturer's unopened containers with all labels intact and legible at time of use. B. Protect liquids from freezing. 1.7 ENVIRONMENTAL REQUIREMENTS A. Limitations: Proceed with application only when the following existing and forecasted weather and substrate conditions permit water repellents to be applied according to manufacturer's written instructions and warranty requirements: 1. Ambient temperature is above 40 degrees F during and 24 hours after installation. 2. Rain or snow is not predicted within 24 hours. 3. Application proceeds more than 24 hours after surfaces have been wet. 4. Substrate is not frozen. S. Ambient surface temperature is not above 100 degrees F. 6. Masonry mortar re-tooled joints have cured for more than 28 days. 1.8 WARRANTY A. Special Warranty: Provide a written warranty covering materials and labor in which manufacturer and applicator agree to repair or replace materials that fail to maintain water repellency as follows within a 10 year period from date of Substantial Completion: 1. 1.0 mil/20 minutes or greater (60 mph wind driven rain equivalent) using a water uptake tube meeting the requirements of RILEM Method Il. PART PRODUCTS 2.1 MANUFACTURERS A. Water Repellents for Brick: Subject to compliance with specification requirements, provide one of the following: 1. Diedrich Technolgies, Inc.; 303-S. 2. BASF Building Systems; Enviroseal 20. 3. L & M Construction Chemicals, Inc ; Hydropel WB4. OKON, Inc.: W-1. 5. ProSoCo, Inc; Weather Seal Natural Stone Treatment. 5. ProSoCo, Inc; Weather Seal Siloxane WB Concentrate. 6. Protectosil Chem-Trete BSM 40 VOC. 7. Tamms: Chemstop WB Heavy Duty. B. Substitutions: Under provisions of Section 01 2500. PART 3 EXECUTION 3.1 EXAMINATION A. Verify substrates are acceptable to receive water repellent treatment. 1. Do not proceed until unsatisfactory conditions have been corrected. LRS Architects, Inc. City of Tigard Water Repellents: 07 1900 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 B. Verify masonry mortar substrates have cured a minimum of 28 days. C. Verify sealants in joints adjacent to surfaces to receive water repellent treatment have been installed and cured. 1. Application of water repellent may precede sealant application only if sealant adhesion and compatibility have been tested and verified using substrate, water repellent, and sealant materials identical to those used in the work. 3.2 PREPARATION A. Clean substrate of substances that might interfere with penetration or performance of water repellents. Test for moisture content, according to repellent manufacturer's written instructions, to ensure that surface is dry enough. 1. Clay Brick Masonry: Clean per ASTM D 5703. B. Verify cracks that exceed 1/64 inch wide have been filled with pointing mortar. C. Test for pH level, according to water repellent manufacturer's written instructions, to ensure chemical bond to silicate materials. D. Protect adjoining work from spillage, over-spraying or blow-over of water repellent. 1. Cover adjoining and nearby surfaces of aluminum and glass if there is a possibility of water repellent being deposited on surfaces. 2. Cover live plants and grass. 3. Cover vehicles. E. Test Application: 1. Before performing water repellent work, including bulk purchase and delivery of products, prepare a 3 foot square area on an unobtrusive location, of each substrate in a manner acceptable to Architect, to demonstrate the final visual, physical, and chemical effect of planned installation. 2. Run a RILEM uptake test, according to RILEM Test Method No. 11.4, on the treated area after sample has cured for five days.Test both brick surface and mortar joint. 3. Verify that application of water repellent coatings will produce no surface stains or discoloration. If surface stains or discoloration are noted, proceed only as directed by Architect. 4. If test is acceptable,coverage rate used in test area must be used on entire project. 5. Accepted test application will be used as a standard for judging completed work. 3.3 APPLICATION A. Apply coating in accordance with manufacturer's written instructions. B. Apply to exposed exterior masonry unit surfaces in two continuous, uniform coats. I. Apply uniformly at rate recommended by manufacturer for warranty period specified for substrate receiving water repellent. 2. Keep a wet edge at all times until complete surface plane has been sprayed. 3. Comply with manufacturer's instructions for limitations on drying time between coats. LRS Architects, Inc. City of Tigard Water Repellents: 07 1900 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 3.4 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory authorized service representative to inspect the substrate before application of water repellent and to instruct applicator on the product and application method to be used. 1. Furnish a written certification that surface preparation method and final condition comply with the warranty. 2. Furnish results of test area absorption on each type of substrate. Test results shall determine application rate. B. Spray Test:After water repellent has cured, spray coated surfaces with water. 1. After surfaces have adequately dried, recoat surfaces that show water absorption. 2. Run random RILEM tests, according to RILEM Test Method No. 11.4, on each elevation of structure. 3. Continue application of water repellant treatment until absorption rate meets requirements of special warranty. 3.5 CLEANING A. Remove protective coverings from adjacent surfaces and other protected areas. B. Immediately clean water repellent from adjoining surfaces and surfaces soiled or damaged by water repellent application as work progresses. 1. Comply with manufacturer's written cleaning instructions. C. Repair damage caused by water repellent application. END OF SECTION LRS Architects, Inc. City of Tigard Metal Roof Panels (Alternate B): 07 4113 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section includes preformed,field assembled, structural metal roof panels, and associated integral flashing (Alternate B). 1. Replace damaged roof sheathing and underlayment. B. Related Sections: 1. Section 01 2300:Alternates,for Work of Alternate B. 2. Section 01 4115: Design-Build Requirements. 3. Section 06 1053: Miscellaneous Carpentry,for wood battens, blocking and nailers. 4. Section 07 6000: Flashing and Sheet Metal 5. Section 07 9200:Joint Sealants, for field-applied sealants not otherwise specified in this Section. 1.2 DEFINITIONS A. Metal Roof Panel Assembly: Metal roof panels, attachment system components, and accessories necessary for a complete weathertight system. B. Steel Sheet Thickness: Minimum thickness of base metal without metallic coatings or painted finishes. 1.3 SUBMITTALS A. Product Data,for each type of specified product, on metal types, finishes, and characteristics, including installation instructions. B. Shop Drawings: Indicate material profile,jointing pattern,jointing details,fastening methods, flashing, terminations, and installation details. C. Samples: Two samples for each exposed finish. 1.4 QUALITY ASSURANCE A. Perform Work in accordance with SMACNA standard details and requirements. B. Provide metal panels that comply with UL 580, Class 90. 1. Field formed panels are not allowed. C. Fabricator and Installer Qualifications: Companyspecializing in metal roof panel installations with minimum five years documented experience and approved by manufacturer. 1.5 DELIVERY, STORAGE,AND HANDLING A. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope metal sheets to ensure drainage. B. Prevent contact with materials that may cause discoloration or staining. LRS Architects, Inc. City of Tigard Metal Roof Panels (Alternate B): 07 4113 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 1.6 FIELD CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit assembly of metal panels to be performed according to manufacturer's written instructions and warranty requirements. 1.7 COORDINATION A. Coordinate metal panel installation with rain drainage work, flashing, trim, construction of soffits, and other adjoining work to provide a leak-proof, secure, and noncorrosive installation. 1.8 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of metal panel systems that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to,the following: a. Structural failures including rupturing, cracking, or puncturing. b. Deterioration of metals and other materials beyond normal weathering. 2. Warranty Period:Two years from date of Substantial Completion. B. Special Warranty on Panel Finishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace metal panels that show evidence of deterioration of factory- applied finishes within specified warranty period. 1. Exposed Panel Finish: Deterioration includes, but is not limited to, the following: a. Color facing more than 5 Hunter units when tested according to ASTM D 2244. b. Chalking in excess of a No. 8 rating when tested according to ASTM D 4214. C. Cracking, checking, peeling, or failure of paint to adhere to bare metal. 2. Finish Warranty Period: 20 years from date of Substantial Completion. PART PRODUCTS 2.1 ROOF PANELS A. Basis-of-Design Product: The design for the metal roof panels is based on the following: 1. Manufacturer:AEP-SPAN;A Blue Scope Steel Company. 2. Product: "Design Span hp" 3. Configuration: Integral self-locking standing seam, 1-3/4 inches high, 16 inches on center. a. Flat pan. B. Subject to compliance with requirements,other acceptable manufacturers with comparable products are the following: 1. Centria Architectural Systems. 2. Firestone Metal Products, LLC. C. Substitutions: Submit in accordance with requirements of Section 01 2500. LRS Architects, Inc. City of Tigard Metal Roof Panels (Alternate B): 07 4113 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 2.2 PERFORMANCE REQUIREMENTS A. Design Requirements for Roof Panels: Provide an attachment schedule signed by a professional engineer licensed in the State of Oregon and supporting calculations for UL 580, Class 90 wind uplift rating. B. Air Infiltration: Not to exceed 0.08 cfm/lineal.ft. of panel seam at 1.57 psf positive, and 0.13 cfm/lineal. ft of panel seam at negative pressure, when tested in accordance with ASTM E 1680. C. Water Penetration: No leakage at 6.24 psf when tested in accordance with ASTM E 1646. D. Seismic Performance: Panel assemblies capable of withstanding the effects of earthquake motions determined according to ASCE 7, "Minimum Design Loads for Buildings and Other Structures": Section 9, "Earthquake Loads." 2.3 PANEL MATERIALS A. Sheet Steel:ASTM A 924/A 792 Grade 40, 0.0209 inch (24 gage) thickness, unless heavier gauge required to meet structural performance requirements. 1. Protective Coating:ASTM A 924/A 792, Zincalume AZ50 coating. 2. Finish: "DuraTech 5000" Polyvinylidene Fluoride; AAMA 621; Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturer's written instructions. a. Color:As selected from manufacturers standard range. 2.4 ACCESSORIES A. Panel Fasteners: Per manufacture's recommendations to withstand design wind loads. Zinc coated or stainless steel, prefinished to match sheet metal where exposed to view, with EPDM or PVC sealing washers under heads. B. Factory-Applied Seam Sealant: Cold-applied, non-skinning, butyl mastic sealant. C. Underlayment: Match existing undamaged underlayment. D. Self-Adhering, High Temperature, Polyethylene-Faced Sheet Underlayment: Match existing undamaged underlayment. E. Sealant: 1. Gunnable Sealant:ASTM C 920; One-part polyurethane type, low modulus, Type Il, Class A, as manufactured by Tremco, Sonneborn, Contech, General Electric, Pecora, or approved. 2. Tape Sealant: Butyl. F. Bedding Compound: Butyl type, 1 x 1/8 inch, as manufactured by Tremco, Chemco, or approved. G. Concealed Clips:0.0428 inch (18 gage) Zincalume steel, 40 ksi yield strength, 3-1/2 inch long triple fastener type. LRS Architects, Inc. City of Tigard Metal Roof Panels (Alternate B): 07 4113 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 H. Bearing Plate: 24 gauge, 4 inch by 6 inch,Zincalume steel bearing plate. I. Anchors: Per manufacture's recommendations and as required to meet design wind loads and uplift rating. J. Flashing: Material, gage and finish to match panels. 2.5 SHOP FABRICATION A. Form sections true to shape, accurate in size, square, and free from distortion or defects. B. Form panels in full length of sloped roof length, where possible. C. Fabricate panels with stiffeners as required to maintain fabrication tolerances and to withstand design loads. D. Fabricate metal panel joints with factory installed captive gaskets or separator strips that provide a weathertight seal and prevent metal-to-metal contact, and that minimize noise from movements. E. Sheet Metal Accessories: Fabricate flashing and trim to comply with recommendation in SMACNA's "Architectural Sheet Metal Manual"that apply to the design, dimensions, metal, and other characteristics of item indicated. 1. Fabricate each metal flashing section in 10 foot runs. PART 3 EXECUTION 3.1 EXAMINATION A. Verify roof deck is dry, free of snow or ice, clean and smooth,free of depressions, waves, or projections, and properly sloped. B. Verify field dimensions are as indicated in shop drawings prior to fabrication. C. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, reglets are in place, and nailing strips located. C. Verify roof sheathing and underlayment are undamaged. 3.2 PREPARATION A. Repair roof sheathing and underlayment to match existing undamaged roof sheathing and underlayment. 1. Apply underlayment in single layer from eave to ridge, laid perpendicular to slope; weather lap edges 4 inches and nail in place. Minimize nail quantity; ensure that nail heads do not contact metal roof panels. 2. Apply self-adhering, high temperature, polyethylene-faced sheet underlayment in accordance with manufacturer's instructions. B. Install flashings and other sheet metal to comply with requirements of Section 07 6000. 3.3 INSTALLATION -GENERAL A. Space and anchor clips in accordance with manufacturer's recommendations for metal panels at roof and fascia. LRS Architects, Inc. City of Tigard Metal Roof Panels (Alternate B): 07 4113 . City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 B. Use bedding compound for joints between metal and bitumen or metal and felts. C. Secure flashing in place using concealed fasteners. Connect units with specified joints and sealant. Fasten to surfaces at 6 inches o.c. minimum, with approved fasteners. D. Insulate dissimilar metal and incompatible surfaces with No. 30 felt, or as approved. E. Seal metal joints watertight. 3.4 METAL PANEL INSTALLATION A. Lay sheets with long dimension perpendicular to eaves. Apply pans beginning at eaves. B. Fully engage interlocking seams. C. Lap joints minimum 6 inches in direction of drainage. 3.5 CLEANING AND REPAIRING A. Touch-up damaged paint. B. Sweep clean panels, flashing and gutters. END OF SECTION LRS Architects, Inc. City of Tigard Flashing and Sheet Metal: 07 6000 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section includes flashing and sheet metal and trim including, but not limited to, the following: 1. Roof drainage systems. 2. Exposed trim and parapet liner. 3. Copings. 4. Metal flashing. 5. Reglets. 6. Flexible membrane flashing. B. Related Sections: 1. Section 01 2300:Alternates, for Work of Alternate B. 2. Section 07.4113: Metal Roof Panels (Alternate B), for flashing associated with metal panel work. 3. Section 07 9200:Joint Sealants,for sealants. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes. B. Shop Drawings: Show layouts of sheet metal and trim, including plans and elevations. Include the following: 1. Material,thickness,weight, and finish for each item and location in Project. 2. Details for forming, including profiles, shapes,seams, and dimensions. 3. Details for fastening,joining, supporting, and anchoring, including fasteners, clips, cleats, and attachments to adjoining work. C. Samples: For each type of prefinished item with specified or selected color. 1.3 QUALITY ASSURANCE A. Installer Qualifications:An experienced installer who has completed work similar in material, design, and extent to that indicated for this Project. B. Fabrication Standard: Comply with applicable recommendations of SMACNA's"Architectural Sheet Metal Manual." 1.4 PROJECT CONDITIONS A. Coordination: Coordinate installation of sheet metal flashing and trim with interfacing and adjoining construction to provide a leakproof, secure, and noncorrosive installation. B. Field Measurements: Field verify dimensions prior to fabrication. 1.5 WARRANTY A. Warrant Work of this Section to be watertight for 2 years following date of Substantial Completion. 1. Warranty to cover repair of water leaks and resulting damage to building construction as may occur under normal usage within warranty period. LRS Architects—[nc. City of Tigard Flashing and Sheet Metal: 07 6000 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 2. Include in warranty replacement of damaged materials that cannot be adequately repaired, as determined by the Architect. PART PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Provide sheet metal flashing and trim to withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight. B. Sheet Metal Standard for Flashing and Trim: Comply with SMACNA's "Architectural Sheet Metal Manual" requirements for dimensions and profiles shown unless more stringent requirements are indicated. C. Water Infiltration: Provide sheet metal flashing and trim that do not allow water infiltration to building interior. 2.2 SHEET METALS A. Prepainted, Metallic Coated Steel Sheet: Sheet steel metallic coated by the hot-dip process and prepainted by the coil-coating process to comply with ASTM A 755. 1. Zinc-Coated (Galvanized) Steel Sheet:ASTM A 653, G90 coating designation, structural quality. 2. Aluminum-Zinc Alloy Coated Steel Sheet: ASTM A 792, Class AZ50 coating designation, Grade 40, structural quality 3. Exposed Finish: Two-coat fluoropolymer finish,AAMA 620, containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers'written instructions. a. Color and Gloss:As selected by Architect from manufacturer's full range of choices for color and gloss. b. Resin Manufacturers: 1) Ausimont USA, Inc. (Hylar 5000). 2) Elf Atochem North America, Inc. (Kynar 500). 4. Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with minimum total dry film thickness of 0.5 mil. 2.3 UNDERLAYMENT MATERIALS A. Slip Sheet: Rosin-sized building paper, minimum 3 Ib./100 sq. ft. minimum. B. Felts: ASTM D 226, Type II (No. 30), asphalt saturated organic felt, nonperforated. C. Synthetic Underlayment: Laminated or reinforced,woven polyethylene or polypropylene, synthetic roofing underlayment; bitumen free; slip resistant;suitable for high temperatures over 220 degree F; and complying with physical requirements of ASTM D 226 for Type I and Type II felts. LRS Architects, Inc. City of Tigard Flashing and Sheet Metal: 07 6000 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 2.4 FLEXIBLE MEMBRANE FLASHING A. Flexible Membrane Flashing under Exposed Metal Flashings: Composite, self-adhesive, high- temperature,flashing consisting of a pliable, rubberized asphalt compound, bonded to a high- density, cross-laminated polyethylene film to product an overall thickness of not less than 0.030 inch. 1. Acceptable Products: Subject to compliance with requirements provide one of the following products: a. Carlisle Coatings &Waterproofing, Inc.: CCW WIP 300HT. b. Henry Company: Blueskin PE200HT. C. W.R. Grace:Vycor Ultra.. B. Primer: Product recommended by manufacturer of flexible flashing for substrate. C. Substitutions: Submit according to requirements of Section 01 2500. 2.5 MISCELLANEOUS MATERIALS A. General: Provide materials and type of fasteners, solder, welding rods, protective coatings, separators, sealants,and other miscellaneous items as required for complete sheet metal flashing and trim installation and as recommended by manufacturer of primary sheet meta,l or manufactured item, unless otherwise indicated. B. Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal, or manufactured item: 1. Fasteners for Flashing and Trim: Blind fasteners or self-drilling screws,gasketed, with hex washer head. a. Exposed Fasteners: Heads matching color of sheet metal by means of plastic caps or factory applied coating. Provide metal-backed EPDM or PVC sealing washers under heads of exposed fasteners bearing on weather side of metal. C. Sealing Tape: Pressure-sensitive, 100 percent solids, polyisobutylene compound sealing tape with release-paper backing. Provide permanently elastic, nonsag, nontoxic, and nonstaining tape 1/2 inch wide and 1/8 inch thick. D. Elastomeric Sealant: ASTM 920, elastomeric silicone type specified in Section 07 9200, or approved. E. Bituminous Coating: Cold-applied asphalt emulsion according to ASTM D 1187. F. Reglets: Type and profile indicated,formed to provide secure interlocking of separate reglet and counterflashing pieces and compatible with flashing indicated. 1. Material: Stainless steel, unless otherwise indicated. 2. Manufacturer: Fry Reglet Corporation, Hohmann & Barnard, Inc., Sandell .Manufacturing, or approved. LRS Architects, Inc. City of Tigard Flashing and Sheet Metal: 07 6000 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 2.6 FABRICATION, GENERAL A. General: Custom fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's"Architectural Sheet Metal Manual"that apply to design, dimensions, metal, and other characteristics of the item indicated. Fabricate sheet metal flashing and trim in shop to greatest extent possible. B. Comply with details shown and as required to fit substrates and result in waterproof and weather-resistant performance when installed. 1. Fabricate in thickness or weight needed to comply with performance requirements, but not less than that specified for each application and metal. C. Form exposed sheet metal Work in longest lengths practicable,without excessive oil canning, buckling, and tool marks, and true to line and levels indicated. 1. Hem exposed edges, folded back minimum 1/2 inch. 2. Angle bottom edges of vertical surfaces to form drip. D. Seams: Fabricate nonmoving seams from one of the following types. For non-aluminum materials, tin edges to be seamed, form seams, and solder. 1. Standing Seams: 3/4 inch,double lock. 2. Lap Seams: 3 inch finish width. 3. Solder-Lap Seams: 1 inch finish width; sweat full with solder. 4. S-Lock Seams: Form 1-1/4 inch wide 'S'shaped seam on one edge of flashing sheet for concealed fastening. 5. Cover Plate Seams: Not allowed, unless specifically approved by Architect for application. E. Expansion Provisions: Form,fabricate and install sheet metal to provide for expansion and contraction in the finished Work. 1. Space movement joints at maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. 2. Where lapped or bayonet type expansion provisions cannot be used or would not be sufficiently weatherproof and waterproof,form expansion joints of intermeshing hooked flanges, not less than 1 inch deep,filled with mastic sealant concealed within joints. F. Sealed Joints: Form nonexpansion, but movable,joints in metal to accommodate elastomeric sealant to comply with SMACNA recommendations. G. Conceal fasteners and expansion provisions where possible. 1. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. H. Fabricate cleats and other attachment devices from same material and thickness as sheet metal component being anchored. LRS Architects, Inc. City of Tigard Flashing and Sheet Metal: 07 6000 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 2.7 SHEET METAL FABRICATIONS A. Hanging Gutters (Alternate B): Fabricate to cross section required, complete with end pieces, outlet tubes, and other accessories as required. Fabricate in minimum 96 inch long sections. Furnish flat-stock gutter brackets and gutter spacers and straps fabricated from same metal as gutters, of size recommended by cited sheet metal standard, but with thickness not less than twice the gutter thickness. 1. Gutter Profile:As indicated in Drawings. 2. Gutters with Girth up to 15 Inches: Prepainted Metallic-Coated Steel: 0.0239 inch uncoated thickness (24 gage). 3. Gutters with Girth 16 to 20 Inches: Prepainted Metallic-Coated Steel: 0.0299 inch uncoated thickness (22 gage). B. Downspouts (Alternate B): Fabricate downspouts to dimensions indicated, complete with mitered elbows. Furnish with metal hangers from same material as downspouts and anchors. 1. Prepainted Metallic-Coated Steel: 0.0239 inch uncoated thickness (24 gage). C. Scuppers: Fabricate scuppers to dimensions required,with closure flange trim to exterior, 4 inch wide wall flanges to interior, and base extending 4 inches beyond cant or tapered strip into field of roof. 1. Prepainted Metallic-Coated Steel: 0.0299 inch uncoated thickness (22 gage). D. Exposed Trim: Prepainted Metallic-Coated Steel: 0.0239 inch uncoated thickness (24 gage). E. Copings: Prepainted Metallic-Coated Steel: 0.0299 inch uncoated thickness (22 gage). F. Parapet Liner: Prepainted Metallic-Coated Steel: 0.0299 inch uncoated thickness (22 gage). G. Base Flashing: Prepainted Metallic-Coated Steel:0.0239 inch uncoated thickness (24 gage). H. Counterfiashing: Prepainted Metallic-Coated Steel: 0.0239 inch uncoated thickness (24 gage). I. Drip Edges: Prepainted Metallic-Coated Steel: 0.0239 inch uncoated thickness (24 gage). 2.8 FINISH A. Provide prepainted, metallic coated steel sheet where indicated. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that substrate is sound,dry, smooth, clean, sloped for drainage, securely anchored, and are ready to receive Work of this Section. B. Proceed with installation only after unsatisfactory conditions have been corrected. LRS Architects, Inc. City of Tigard Flashing and Sheet Metal: 07 6000 City Hall, Police and Permit Center Re-Skin Page 6 May 6, 2014 3.2 INSTALLATION A. General:Anchor sheet metal flashing and trim and other components of the Work securely in place,with provisions for thermal and structural movement. 1. Use fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. 2. Install Work in according to SMACNA recommendations and as indicated. B. Install exposed sheet metal flashing and trim without excessive oil canning, buckling, and tool marks. 1. Conceal fasteners where possible. 2. Install with exposed edges folded back to form hems. C. Install exposed sheet metal flashing and trim true to lines and levels indicated. Provide neat seams with minimum exposure of solder,welds, and sealant. D. Install sheet metal flashing and trim to result in watertight performance. 1. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. E. Expansion Provisions: 1. Space movement joints at maximum 10 feet with no joints allowed within 24 inches of corner or intersection. 2. Where lapped or bayonet type expansion provisions cannot be used or would not be sufficiently weatherproof and waterproof,form expansion joints of intermeshing hooked flanges, not less than 1 inch deep,filled with mastic sealant concealed within joints. F. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1-1/2 inches, except where pretinned surface would show in finished Work. 1. Do not solder prepainted, metallic-coated steel sheet. 2. Do not use open-flame torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces. G. Sealed Joints: Form nonexpansion, but movable,joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. 1. Fill joint with sealant, minimum 1/4 inch diameter bead, and form metal to completely conceal sealant. 2. Use joint adhesive for nonmoving joints specified not to be soldered. H. Seams: Fabricate nonmoving seams in sheet metal with specified seams. Tin edges to be seamed,form seams,and solder. 1. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, and protect against galvanic action painting contact surfaces with bituminous mastic coating or by other permanent separation as recommended by fabricator of dissimilar metals. LRS Architects, Inc. City of Tigard Flashing and Sheet Metal: 07 6000 City Hall, Police and Permit Center Re-Skin Page 7 May 6, 2014 1. Coat uncoated aluminum, stainless steel, and lead flashing and trim in contact with wood,ferrous metal,or cementitious construction. 2. Underlayment: Install course of felt underlayment and cover with a slip sheet where metal flashing is installed directly on cementitious or wood substrates. J. Install reglets to receive counterflashing where shown or indicated. K. Counterflashings: Coordinate with installation of base flashing. 1. Lap-seam vertical joints a minimum of 4 inches and bed with sealant. 2. Miter, lap-seam, and close corner joints with solder. 3. Overlap base flashing 4 inches minimum. 4. Install bottom edge spring-tight against base flashing. 5. Provide where roof intersects vertical surfaces, and where indicated. L. Cleats: 1. Space cleats not more than 12 inches apart. 2. Anchor cleats with 2 fasteners to prevent cleat rotation. 3. Bend tabs over fastener head. M. Copings: 1. Fabricate with standing seams spaced approximately 10 feet apart. 2. Miter corners. 3. Interlock exterior edge with continuous cleats anchored to substrate at 16 inch centers. 4. Anchor interior edge with screw fasteners and washers at 24 inch centers. 5. Slope top of coping toward roof. N. Scuppers: Install where indicated; continuously support, set to correct elevation, and seal flanges to interior wall face, over cants or tapered edge strips, and under roofing membrane. 1. Lap field joints at conductor heads, and solder. 2. Install sealant around exposed flanges on roof side. O. Flexible Membrane Flashing: 1. Install flexible membrane flashing where shown or indicated to comply with manufacturer's written instructions. 2. Prime substrates as recommended by flashing manufacturer. 3. Lap seams and junctures with other materials at least 4 inches, except that at flashing flanges of other construction, laps need not exceed flange width. 4. Lap flashing over weather resistive building paper at bottom and sides of openings. 5. Lap weather resistive building paper over flexible flashing at heads of openings. 6. After flashing has been applied, roll surfaces with a hard rubber or metal roller to ensure that flashing is completely adhered to substrates. 3.3 CLEANING AND PROTECTION A. Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. B. Clean and neutralize flux materials. Clean off excess solder and sealants. 1. Neutralize flux as work progresses with 5 percent to 10 percent washing soda solution, and thoroughly rinse. LRS Architects, Inc. City of Tigard Flashing and Sheet Metal: 07 6000 City Hall, Police and Permit Center Re-Skin Page 8 May 6, 2014 C. Remove temporary protective coverings and strippable films as sheet metal flashing and trim are installed unless otherwise indicate in manufacturer's written installation instructions. 1. On completion of sheet metal flashing and trim installation, remove unused materials and clean finished surfaces as recommended by sheet metal flashing and trim manufacturer. 2. Maintain sheet metal flashing and trim in clean condition during construction. D. Replace sheet metal flashing and trim damaged or that has deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION LRS Architects, Inc. City of Tigard Joint Sealants: 07 9200 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART 1 GENERAL 1.1 SUMMARY A. Section includes elastomeric joint sealants for building applications shown or indicated, and as required to establish and maintain watertight and airtight continuous joint seals without staining or deteriorating joint substrates. B. Related Sections: 1. Section 04 0129: Unit Masonry Restoration 2. Section 07 0145: Exterior Insulation and Finish System (EIFS) Restoration 1.2 SUBMITTALS A. Product Data for each joint sealant product indicated, including manufacturer's recommended installation procedures. B. Samples: Manufacturer's color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view. 1. Upon request of Architect, submit physical samples of each sealant, backing material, primer, and bond breaker proposed for use. C. Warranties: Copies of special installers and manufacturers warranties. D. SWRI Validation: Evidence that each exterior elastomeric sealant has been validated by the Sealant Weatherproofing Restoration Institute's (SWRI) Sealant Validation Program. E. Compatibility and Adhesion Test Reports: From sealant manufacturer, indicating the following: 1. Joint substrates and sealant backings have been tested for compatibility and adhesion with joint materials. 2. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion. F. Field Test Report Log: For each exterior elastomeric sealant application. 1.3 QUALITY ASSURANCE A. Applicator Qualifications: Use workers trained and experienced in necessary crafts and familiar with requirements and methods needed for proper performance of Work of this Section. B. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. C. Quality Standard: Sealant, Waterproofing and Restoration Institute (SWRI) requirements for materials and installation. D. Preconstruction Compatibility and Adhesion Testing: Submit to joint sealant manufacturers, for testing indicated below, samples of materials that will contact or affect joint sealants. 1. Use ASTM C 1087 to determine whether priming and other specific joint preparation techniques are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. LRS Architects, Inc. City of Tigard Joint Sealants: 07 9200 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 2. Schedule sufficient time for testing and analyzing results to prevent delaying the Work. 3. For materials failing tests, obtain joint sealant manufacturer's written instructions for corrective measures including use of specially formulated primers. 4. Testing will not be required if joint sealant manufacturers submit joint preparation data that are based on previous testing of current sealant products for adhesion to, and compatibility with,joint substrates. E. Provide products that have been tested according to SWRI's Sealant Validation Program for compliance with requirements specified within a 36 month period preceding commencement of the Work. F. Preinstallation Conference: Conduct conference at Project site to comply with requirements of Section 01 3100. 1.4 DELIVERY, STORAGE, AND HANDLING A. Deliver products to job site in their manufacturer's original containers, with labels intact and legible, and maintain intact until time of use. B. Do not retain material that has exceeded shelf life recommended by manufacturer. 1.5 ENVIRONMENTAL CONDITIONS A. Do not install sealant when joint substrates are wet, or ambient and substrate temperature conditions are outside limits recommended by manufacturer. 1.6 WARRANTY A. Special Installer's Warranty: Provide warranty in which installer agrees to repair or replace elastomeric joint sealants that do not comply with performance requirements specified in this Section, including joint sealant failure to provide air and watertight seal, loss of adhesion or cohesion, or failure to cure. 1. Duration of warranties from date of Substantial Completion: 5 years. B. Special Manufacturer's Warranty: Provide warranties in which manufacturer agrees to repair or replace elastomeric joint sealants that do not comply with performance requirements specified in this Section, including joint sealant failure to provide air and watertight seal, loss of adhesion or cohesion, or failure to cure. 1. Duration of warranties from date of Substantial Completion: a. 20 years for exterior use Silicones. b. 5 years for Polyurethane sealants. PART PRODUCTS 2.1 MATERIALS -GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer, based on testing and field experience. B. Stain Characteristics: Provide elastomeric joint sealant products that are nonstaining to porous substrates and have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. LRS Architects, Inc.. City of Tigard Joint Sealants: 07 9200 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 C. Colors: As selected from manufacturer's full range of standard colors. 1. In exposed installation, use color of approximate color of adjacent surfaces, unless otherwise approved. 2. In concealed installation use standard gray or black sealant. 2.2 SEALANT MATERIALS A. Silicone—Class 100/50 (Ultra Low Modulus): 1. Single-Component, nonsag, neutral curing,ASTM C 920,Type S, Grade NS, Use NT, Class 100/50 (Joint movement range 100 percent in extension and 50 percent in compression). 2. Products: One of the following, or approved. a. Dow Corning DC 790. b. GE SilPruf LM SCS2700. C. Pecora 890. d'. Tremco Spectrem 1. 2.3 BACKUP MATERIALS A. Use only those backup materials that are non-absorbent, non-staining, and specifically recommended by manufacturer for installation with type of sealant used. B. Sealant Backer Rod: Provide one of the following Type B backing rods (bicellular material with a surface skin) unless otherwise recommended by sealant manufacturer: 1. Nomaco Inc.: "Sof Rod." 2. BASF Sonneborn: "Soft Backer Rod." C. Bond Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer. Provide self-adhesive tape where applicable. 2.4 MISCELLANEOUS MATERIALS A. Primer: Use only those primers which have been tested for durability on surfaces to be sealed, and are specifically recommended by sealant manufacturer for adhesion of joint sealant substrates, as determined from preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to sealant and backing material manufacturer,formulated to promote optimum adhesion of sealant with joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealant and surfaces adjacent to joints. PART 3 EXECUTION 3.1 EXAMINATION A. Examine joints to receive joint sealants for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. LRS Architects, Inc. City of Tigard Joint Sealants: 07 9200 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 3.2 PREPARATION A. Surface clean joints immediately before installing sealant complying with manufacturer's instructions, and the following: 1. Remove all foreign material from joint substrates that could interfere with adhesion of sealant, including dust, oil, grease, rust, lacquer, laitance, loose mortar, ice and frost. B. Masonry: 1. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, or mechanical abrading; remove loose particles from cleaning operations by vacuuming or blowing out joints with oil-free compressed air. 2. Where surfaces have been treated, remove surface treatment by sandblasting or wire brushing. 3. Remove laitance and mortar from masonry joint cavities 4. Remove laitance and form-release agents from concrete. C. Metal surfaces: 1. Scrape steel surfaces with metal or wire brush to remove mill scale and rust. 2. Clean nonporous surfaces with chemical cleaner which leaves no residue to remove oil and grease, and protective coatings,wiping surfaces with clean rags. D. Prime joints substrates where recommended by sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. 1. Apply primer to comply with joint sealant manufacturer's written instructions. 2. Confine primers to areas of joint sealant bond. E. Use masking tape where required to prevent contact of sealant with adjoining surfaces that would otherwise be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. 3.3 INSTALLATION A. Install joint sealers in accordance with recommendations of ASTM C 1193, and manufacturer's recommended installation procedures, as applicable to materials, applications, and conditions indicated. 1. Refer to Sealant Schedule at the end of this Section for joint sealant applications. 2. Where painting of sealants is a concern, obtain approval of Architect prior to application where use of polyurethane sealants is allowed. B. Sealant Backings: 1. Install material to uniform depth below sealant. 2. Using tool, smoothly and uniformly place backup material to depth of approximately 1/2 joint width (1/4 inch to 1/2 inch), compressing backup material 25 percent to 50 percent and securing a positive fit. 3. Do not leave gaps between ends of sealant backings. 4. Do not stretch, twist, puncture,or tear sealant backings. C. Install bond breaker tape behind sealant where sealant backing is not used between sealant and back of joints. LRS Architects, Inc. City of Tigard Joint Sealants: 07 9200 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 D. Install sealant by proven techniques at the same time backings are installed. 1. Thoroughly fill joints to recommended depth with sealant in direct contact with joint substrates. 2. Produce uniform, cross sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. 3. Prevent three-sided adhesion of sealant to substrates. E. Tool joints to profile shown in Drawings, or as indicated below if such profiles are not shown in Drawings. 1. Provide uniformly smooth joints with slightly concave surface,flush at edges with adjacent surface, according to ASTM C 1193, unless otherwise indicated. 2. Do not use tooling agent unless specifically recommended in writing by sealant manufacturer. 3. Leave sealant surface neat and smooth. 3.4 FIELD QUALITY CONTROL A. Field Adhesion Testing:Test completed joint-sealant adhesion to joint substrates as follows: 1. Test joint sealant after sealant has cured (usually within 7 to 21 days). 2. Perform 10 tests for the first 1000 feet of joint length for each type of sealant and joint substrate, and 1 test each 1000 feet of joint length thereafter. 3. Test Method:Test according to Method A, Field-Applied Sealant Joint Hand Pull Tab in ASTM C 1193,Appendix X1. 4. Record results in a field-adhesion test log. Include the following: a. Whether sealants in joints connected to pulled-out portion failed to adhere to joint substrates or tore cohesively. 1) Include data on pull distance used to test each type of product and joint substrate. 2) Compare results to determine if adhesion passes sealant manufacturer's field adhesion hand-pull test criteria. b. Whether sealants filled joint cavities and are free of voids. C. Whether sealant dimensions and configurations comply with specified requirements. 5. Include in test log, dates when sealants were installed, names of installers,test dates, test locations,whether joints were primed, adhesion results and percent elongations, sealant fill, sealant configuration, and sealant dimensions. 6. Repair sealants pulled from test areas by applying new sealants following same procedures used to originally seal joints. a. Ensure that original sealant surfaces are clean and that new sealant contacts original sealant. B. Evaluation of Field Test Reports: 1. Sealants not evidencing adhesive failure from testing or noncompliance with other indicated requirements will be considered satisfactory. 2. Remove sealants that fail to adhere to joint substrates during testing or to comply with other requirements. 3. Retest failed applications until test results prove sealants comply with indicated requirements. LRS Architects, Inc. City of Tigard Joint Sealants: 07 9200 City Hall, Police and Permit Center Re-Skin Page 6 May 6, 2014 3.5 CLEANING, ADJUSTMENT AND PROTECTION A. Clean adjacent exposed surfaces free from sealant as installation progresses, using cleaning agent recommended by manufacturer of sealant used. 1. Repair damaged surfaces. 3.6 SEALANT SCHEDULE A. Exterior Joints in Vertical Surfaces and Horizontal Nontraffic Surfaces: 1. Includes joints in masonry, metals, at perimeter of building exterior door and window frames, and at other openings and joints in exterior walls: a. Silicone-Class 100/50 (Ultra Low Modulus), unless otherwise recommended by sealant manufacturer for specific application and approved by Architect. b. Color:As selected by Architect. END OF SECTION LRS Architects, Inc. City of Tigard Glazing: 08 8000 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section includes glazing for the following applications: 1. Replacement of glazing system in existing window. 1.2 PERFORMANCE REQUIREMENTS A. General: Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture,fabrication, and installation;failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction. B. Glass Design: Glass thicknesses indicated are minimum and are for detailing only. Confirm glass thicknesses indicated in Glass Product Schedule by analyzing Project loads and in- service conditions. Provide glass in lites in the thickness designations indicated for various size openings, but not less than thicknesses and in strengths (annealed or heat treated) required to meet or exceed the following criteria: 1. Select minimum glass thicknesses to comply with ASTM E 1300 according to design wind loads applicable to Project according to ASCE 7, "Minimum Design Loads for Buildings and Other Structures." a. Probability of Breakage for Vertical Glazing: 8 lites per 1000 for lites set vertically or not more than 15 degrees off vertical and under wind action. 1) Load Duration: 60 seconds or less. b. Minimum Glass Thickness for Exterior Lites: Not less than 6 mm. 1.3 SUBMITTALS A. Product Data: For each glass product and glazing material indicated. B. Samples: With each product data submitted, other than monolithic clear float glass, include: 1. Glass: 12 by 12 inch samples of each type. 2. Sealants and Gaskets: 12 inches long of each type installed between samples of material to be glazed,fully cured. C. Warranties: Special warranties specified in this Section. 1.4 QUALITY ASSURANCE A. Installer Qual fications: Use skilled workers trained and experienced in necessary crafts, familiar with specified requirements and methods of installation for proper performance of Work of this Section. B. Comply with applicable recommendations contained in the following publications, unless more stringent requirements are indicated: 1. GANA Publications: GANA's"Glazing Manual." 2. IGMA Publication for Insulating Glass: SIGMA TM-3000. "Glazing Guidelines for Sealed Insulated Glass Units." LRS Architects, Inc. City of Tigard Glazing: 08 8000 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 C. Safety Glass: Comply with ANSI Z97.1 and testing requirements of 16 CFR, Part 1201. D. Insulating Glass Certification: Permanently mark on each unit with appropriate certification label of Insulating Glass Certification Council. 1.5 REGULATORY REQUIREMENTS A. Comply with safety glazing requirements of State Building Code, Section 2406. B. Comply with wind loading requirements of State Building Code. 1.6 ENVIRONMENTAL REQUIREMENTS A. Do not proceed with glazing when ambient and substrate temperature conditions are outside limits permitted by glazing material manufacturers and when glazing channel substrates are wet from rain,frost, condensation, or other causes. 1.7 WARRANTY A. General Warranty: Provide written warranty against failure of glazing products due to defective materials or installation, including water leakage or air infiltration in excess of specified standard,for a period of 2 years after date of Substantial Completion. B. Manufacturer's Special Warranties: Provide the following on manufacturer's standard form, made out to Owner and signed by manufacturer: 1: Insulating Glass: 10 year labor and materials to warrant units against failure of hermetic seal. 2. Coated Glass: 10 year labor and materials to replace unit deterioration including peeling, cracking, and other indications of deterioration in metallic coating. PART 2 PRODUCTS 2.1 GLASS MATERIALS A. Products: Provide products that comply with requirements indicated in the Glass Product Schedule at end of PART 3. B. Annealed Float Glass: ASTM C 1036,Type I (transparent flat glass), Quality 03 (glazing select), of class indicated in the Glass Product Schedule. C. Heat-Treated Float Glass:ASTM C 1048,Type I, (transparent flat glass) Quality 03 (glazing select), class, kind,and condition indicated in the Glass Product Schedule. 1. Fabrication Process: By horizontal (roller-hearth) process with roll-wave distortion parallel to bottom edge of glass as installed, unless otherwise indicated. 2. Provide Kind HS (heat-strengthened)float glass in place of annealed glass where needed to resist thermal stresses produced by differential shading of individual lites and to comply with glass design requirements. 3. Provide Kind FT (fully tempered)float glass in place of annealed or Kind HS float glass where safety glass is indicated or required by State Building Code. a. Safety Glass:Where fully tempered glass is used as safety glass, provide products complying with ANSI Z97.1 and testing requirements of 16 CFR, Part 1201,for Category I or it materials as applicable. LRS Architects, Inc. City of Tigard Glazing: 08 8000 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 D. Sputter Coated (Low E) Float Glass: ASTM C 1376, float glass with metallic oxide or metallic nitride deposited by vacuum deposition process after manufacture and heat treatment (if any). E. Insulating Glass: ASTM E 774 for Class CBA units or ASTM E 2190, complying with requirements in Glass Product Schedule, and following: 1. Sealing System: Dual Seal. 2. Provide Kind HS (heat-strengthened) float glass in place of annealed glass where needed to resist thermal stresses produced by differential shading of lites and to comply with glass design requirements. 3. Provide Kind FT (fully tempered) float glass in place of annealed of Kind HS glass where safety glass is indicated or required by State Building Code. 2.2 GLAZING SEALANTS A. General: Select glazing sealants that are compatible with one another and with other materials they will contact, including glass products, seals of insulating-glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. B. Elastomeric Glazing Sealants: Comply with ASTM C 920, Type S (single component), Class 100/50, Grade NS (non-sag); Use NT (nontraffic), M, G,A, and,as applicable to glazing substrates, 0. 1. Acceptable Manufacturers and Types, or approved as recommended by window assembly manufacturer: a. Dow Corning:790. b. GE Advanced Materials: SilPruf LM SCS2700. C. Pecora: 890. d. Sika Corporation: SikaSil-C990. e. Tremco: Spectrem 1. 2.3 GLAZING TAPE A. Back-Bedding Mastic Glazing Tape: Preformed, butyl based elastomeric tape complying with ASTM C 1281 and AAMA 800. B. Expanded Cellular Glazing Tape: Closed cell, PVC foam tape, factory coated with adhesive on both surfaces, complying with AAMA 800, for applications where tape acts as a primary seal or is used in combination with a full bead of sealant. 2.4 GLAZING GASKETS A. Compression Gaskets: Molded or extruded gaskets of material and type recommended by window assembly manufacturer for application, of profile and hardness required to maintain watertight seal. 2.5 MISCELLANEOUS GLAZING MATERIALS A. General: Provide other materials complying with referenced glazing standard and requirements of glass manufacturers as required for applications indicated. B. Cleaners, Primers, and Sealers:Types recommended by sealant or gasket manufacturer. C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85 plus or minus 5. LRS Architects, Inc. City of Tigard Glazing: 08 8000 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 D. Spacers and Edge Blocks: Elastomeric blocks or continuous extrusions of Shore, Type A durometer hardness required by glass manufacturer to maintain glass lites in place and to limit glass lateral movement. 1. Provide dark colored spacer when window framing system is dark bronze or black. 2.6 FABRICATION A. Fabricate glass and other glazing products in sizes required to glaze openings as indicated for Project. 1. Provide edge and face clearances, edge and surface conditions, and bite complying with referenced standards and requirements of product manufacturers. PART 3 EXECUTION 3.1 PREPARATION A. Clean glazing channels and other framing members receiving glass immediately before glazing. Remove coatings not firmly bonded to substrates. 3.2 COORDINATION A. Coordinate as required with other trades to assure proper and adequate provision in work of those trades for interface with work of this Section. 3.3 GLAZING, GENERAL A. General: Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials,unless more stringent requirements are indicated, including those in referenced glazing publications. 1. Protect glass edges from damage during handling and installation. 2. Apply primers to joint surfaces where required for adhesion of sealants, as determined by sealant compatibility and adhesion testing. B. Install setting blocks sized and located to comply with referenced glazing publications, unless otherwise recommended by glass manufacturer. 1. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. C. Provide spacers for glass lites where length plus width is larger than 50 inches, and as follows: 1. Locate spacers directly opposite each other on both inside and outside faces of glass. 2. Install correct size and spacing of spacers to preserve required face clearances, unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances. 3. Provide 1/8 inch minimum bite of spacers on glass and use thickness equal to sealant width.With glazing tape, use thickness slightly less than final compressed thickness of tape. LRS Architects, Inc. City of Tigard Glazing: 08 8000 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 D. Inspect each piece of glass immediately prior to start of installation. 1. Do not install items that are improperly sized, have damaged edges, or are scratched, abraded, or damaged in any other manner. 2. Set glass so distortion waves, if present, run in horizontal direction. 3. Set glass in a manner which produces greatest possible degree of uniformity in appearance E. Glaze steelwork with closed cell tape bedding and silicone sealant. F. Do not use 2 different glazing materials in same joint system. G. Miter-cut and seal joints of glazing gaskets in accordance with manufacturer's recommendations to provide watertight and airtight seal at corners and other locations where joints are required. H. Compress glazing tape or gaskets at least 25 percent of material thickness, with minimum finished thickness of 3/32 inch. 3.4 CLEANING AND PROTECTION A. Remove excessive glazing compound from glazing and adjacent surfaces without damaging glass or adjacent surfaces. B. Replace broken, cracked, scratched, or otherwise damaged glass. C. Protect glass from contact with contaminating substances resulting from construction operations. 1. Protect glass surfaces adjacent to or below exterior concrete and masonry surfaces from build up of dirt, scum, alkaline deposits,or stains. D. Remove nonpermanent labels and clean glass surfaces on both sides no more than four days before date of Substantial Completion. 3.5 GLASS PRODUCT SCHEDULE A. Glass Type: Insulating glass unit complying with following requirements: 1. Overall Unit Thickness: 25 mm (1 inch). 2. Thickness of Each Lite: 6.0 mm (1/4 inch). 3. Interspace Content: Air. 4. Uncoated Clear Indoor Lite: Class 1 (clear)float glass. 5. Coated Clear Outdoor Lite: Condition C (other coated glass), Class 1 (clear) float glass. 6. Low-Emissivity Coating: Sputter coat on second surface. 7. Performance Minimums: Based on Cardinal 272 LE#2 clear. a. Visible Light Transmittance: 72 percent minimum b. Winter U-Value: 0.30 maximum C. Solar Heat Gain Coefficient 0.41 maximum END OF SECTION LRS Architects, Inc. City of Tigard Painting: 09 9000 City Hall, Police and Permit Center Re-Skin Page 1 May 6, 2014 PART1 GENERAL 1.1 SUMMARY A. Section includes surface preparation and application of paints and coatings. B. Related Sections: 1. Sections where factory preparation, priming, or priming and finishing, of painted or finished surfaces is specified. 2. Section 01 2300:Alternates, for work of Alternate C. 3. Section 07 1900:Water-repellent 1.2 REFERENCES A. The Master Painters Institute(MPI):Approved Product List, Latest Edition. 1.3 DEFINITIONS A. "Paint", as included herein, means coating, systems materials including primers, emulsions, epoxy, stained enamels, sealers,fillers, and other applied materials whether used as primer, intermediate, or finish coats. B. Gloss/Sheen Parameter(Reflectance based off 60 degree angle reading) based on MPI (Master Painters Institute): 1. Gloss Level 1: Maximum 5 units. Flat matte finish 2. Gloss Level 2: Maximum 10 units Flat, high side sheen; velvet-like finish 3. Gloss Level 3: 10-25 units Eggshell-like finish 4. Gloss Level 4: 20-35 units Satin-like finish 5. Gloss Level 5: 35-70 units Semi-gloss 6. Gloss Level 6: 70-85 units Gloss 7. Gloss Level 7: More than 85 units High gloss 1.4 SUBMITTALS A. Product Data: 1. Materials list of required coating materials. Identify each material by manufacturer's catalog number, general classification, and cross-reference with finish system and application. 2. Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material. B. Samples: 1. Stepped Samples, defining each separate coat, of each color and material to be applied. a. Provide three Samples of each drawdown, approximately 8 x 10 inches in size, each marked with specified color designation. b. If requested by Architect, submit samples during construction representative samples of the actual substrate. 2. Revise and resubmit Samples as requested until required sheen, color, and texture is achieved. Approved Samples become standards of color and finish for accepting or rejecting Work of this Section. LRS Architects, Inc. City of Tigard Painting: 09 9000 City Hall, Police and Permit Center Re-Skin Page 2 May 6, 2014 3. Do not commence painting until approved Samples are on file at job site. C. Certification by the manufacturer that products supplied comply with local regulations controlling use of volatile organic compounds (VOCs). 1.5 QUALITY ASSURANCE A. Use skilled workers who are trained and experienced in crafts and familiar with requirements and methods needed for proper performance of Work of this Section. B. Provide Work in conformance with recommendations in the "Architectural Painting Specification Manual" by The Master Painters Institute(MPI). 1.6 REGULATORY REQUIREMENTS A. Provide products that comply with local regulations controlling use of volatile organic compounds (VOCs). 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver in manufacturer's original, unopened containers with legible labels intact. B. Store materials not in use in tightly covered containers in a well-ventilated area at a minimum temperature of 45 degrees F. 1.8 PROJECT CONDITIONS A. Apply water-based paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 50 and 90 degrees F. B. Apply solvent-thinned paints only when the temperature of surfaces to be painted and surrounding air temperatures are between 45 and 95 degrees F. C. Use low temperature paint products equal to specified products, as approved,for applications when air temperatures are below 50 degrees F. D. Do not apply paint in snow, rain, fog, or mist; or when the relative humidity exceeds 85 percent; or to damp or wet surfaces. 1. Applications may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the paint manufacturer as being suitable during application and drying periods. PART PRODUCTS 2.1 ACCEPTABLE PRODUCTS A. Subject to compliance with requirements,provide products listed in the Paint Schedule at the end of Part 3. B. Other products listed in the MPI (Master Painters Institute)Approved Product List, latest edition, are acceptable, subject to compliance with requirements and approval. Submit according to requirements of Section 01 2500; include paint manufacturers statement that proposed substitution is equal or superior to product listed. LRS Architects, Inc. City of Tigard Painting: 09 9000 City Hall, Police and Permit Center Re-Skin Page 3 May 6, 2014 2.2 PAINT MATERIALS, GENERAL A. Material Compatibility: Provide fillers, primers, undercoats, and finish coat materials that are compatible with one another and the substrates indicated under service and application, as demonstrated by manufacturer based on testing and field experience. B. Undercoats and Thinners: 1. Provide undercoat paint produced by same manufacturer as finish coat. 2. Use only thinners recommended by paint manufacturer, and use only to recommended limits. 3. Insofar as practicable, use undercoat, finish coat,and thinner material as parts of a unified system of paint finish, except where material is factory primed. 4. Where accent colors are scheduled or indicated, provide appropriate and sufficient undercoats accordingly. C. Colors: Match colors indicated by reference to manufacturer's color designations. 2.3 APPLICATION EQUIPMENT A. For application of paint materials, use only such equipment as is recommended for application of particular paint by manufacturer of that paint, and as approved by Architect. B. Prior to use of application equipment, verify proposed equipment is compatible with material to be applied, and integrity of finish will not be jeopardized by use of proposed equipment. 2.4 OTHER MATERIALS A. Provide other materials required for a complete and proper installation. PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates, areas and conditions, with the Applicator present, under which painting will be performed for compliance with paint application requirements. 1. Do not proceed with application of paint until unsatisfactory conditions have been corrected and surfaces are receiving paint are thoroughly dry. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. 1. Provide barrier coats over non-compatible primers, or remove primer and reprime as required to achieve compatibility with finish coatings. 2. Notify the Architect in writing of anticipated problems using materials specified over substrates primed by others. C. Ensure that moisture-retaining substrates to receive coatings have moisture content within tolerances allowed by coating manufacturer. 1. Maximum Moisture Content of Substrates: a. Wood: 15 percent. LRS Architects, Inc. City of Tigard Painting: 09 9000 City Hall, Police and Permit Center Re-Skin Page 4 May 6, 2014 3.2 PREPARATION A. General: Comply with manufacturer's written instructions and recommendations in "MPI Manual" applicable to substrates and paint systems indicated. 1. Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible, provide surface-applied protection prior to surface preparation and painting_ 2. After completion of painting operations in each space or area, reinstall removed items by using workers who are skilled in trades involved. B. Cleaning and Preparation: 1. Clean and prepare surfaces to be painted in strict accordance with paint manufacturer's recommendations for each substrate condition, and as specified. 2. Remove incompatible primers and reprime substrate with compatible primers or apply tie coat as required to produce paint systems indicated. 3. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall onto wet painted surfaces. C. Preparation of Wood Substrates: 1. Scrape and clean knots. Before applying primer, apply coat of knot sealer recommended in writing by topcoat manufacturer for use in paint system indicated. 2. Smooth finished surfaces exposed to view with sandpaper. 3. Prime edges, ends,faces, undersides,and backsides of wood. 4. After priming,fill holes, and imperfections in the finish surfaces with putty or plastic wood filler. Sand smooth when dried. D. Preparation of Metal Substrates: 1. Ungalvanized, Uncoated Surfaces: Clean surfaces until free from dirt, oil, and grease, and loose mill scale. a. Clean using methods recommended in writing by paint manufacturer, but not less than the following: 1) SSPC-SP3, "Power Tool Cleaning." 2. Ungalvanized, Coated Surfaces:Clean surfaces until free from dirt, oil, and grease, and touch up bare areas and shop applied prime coats that have been damaged. Touch up with the same primer as the shop coat. a. Existing Aluminum Window Frames (Alternate C): 1) Remove previous coatings that have poor adhesion. 2) De-gloss shiny surfaces by lightly sanding. 3) Clean using methods recommended in writing by paint manufacturer. 3. Galvanized surfaces: Remove grease and oil residue from galvanized sheet metal by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied paints. E. Materials Preparation: 1. Mix and prepare paint materials in accordance with manufacturers' instructions. LRS Architects, Inc. City of Tigard Painting: 09 9000 City Hall, Police and Permit Center Re-Skin Page 5 May 6, 2014 2. When materials are not in use, store in tightly covered containers. 3. Maintain containers used in storage, mixing, and application of paint in a clean condition,free from foreign materials and residue. 4. Stir materials before application, producing a mixture of uniform density. a. Do not stir surface film into material; remove surface film and, if necessary, strain material before using. 3.3 APPLICATION A. General: 1. Apply paint materials in accordance with manufacturers and referenced standard's recommended installation procedures. 2. Paint surfaces behind movable items same as similar exposed surfaces. 3. Before final installation, paint surfaces behind permanently fixed items with prime coat only. 4. Do not paint over labels of independent testing agencies or equipment name, identification, performance rating, or nomenclature plates. 5. Omit primer on metal surfaces that have been shop primed and touch up painted. 6. Tint undercoats same color as topcoat, but tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of same material are to be applied. 7. Apply additional coats where undercoats, stains, or other conditions show through the final coat of paint, until paint finish is uniform in color, appearance, and opacity. B. Drying: 1. Allow sufficient drying time between coats, modifying period as recommended by material manufacturer to suit weather conditions. 2. Consider oil-base and oleo-resinous solvent-type paint as dry for recoating when paint feels firm, does not deform or feel sticky under moderate pressure of thumb, and when application of another coat of paint does not cause lifting or loss of adhesion of undercoat. C. Brush Applications: 1. Brush out and work brush coats onto surface in an even film. 2. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, and other surface imperfections to be repaired. D. Spray Application: 1. Where spray application is used, apply each coat to provide hiding equivalent of brush coats. 2. Do not double back with spray equipment to build up film thickness of two coats in one pass. E. For completed Work, match approved Samples as to texture, color, and sheen. 1. Remove, refinish, or repaint work not in compliance with specified requirements. F. Minimum Coating Thickness: Provide the total dry film thickness of the entire system specified, but in no case less than recommended by the manufacturer. LRS Architects, Inc. City of Tigard Painting: 09 9000 City Hall, Police and Permit Center Re-Skin Page 6 May 6, 2014 G. Miscellaneous surfaces and procedures: 1. Exposed Mechanical and Electrical Items: a. Finish conduits, pipes,vents, and items of similar nature to match the adjacent wall surfaces on finished wall. b. Wash galvanized metal with solvent, prime, and apply 2 coats of specified enamel. 3.4 FIELD QUALITY CONTROL A. The Owner reserves the right to engage an independent testing agency to sample the paint material being applied, and test for minimum coating thickness. B. Samples of material delivered to the Project will be taken, identified, sealed, and certified in the presence of the Contractor. C. The Owner may direct the Contractor to stop painting if test results show material being used does not comply with specification requirements. 1. The Contractor shall pay for testing, and repaint surfaces found to be coated with noncomplying paints. If the noncomplying paints are incompatible with specified paints, the Contractor may be required to remove noncomplying paint from painted surfaces. 3.5 CLEANING A. Remove from the site each day, empty cans, rags, rubbish, and other discarded refuse created by Work of this Section,and dispose of in a legal manner. 1. Do not dump waste materials, including thinners, on site. 2. Do not use sanitary or storm drains. 3.6 PROTECTION A. Protect Work of other trades against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Architect. B. Provide"Wet Paint" signs at newly painted finishes. C. Touch up and restore damaged or defaced painted surfaces caused by other trades. 3.7 EXTERIOR PAINT SCHEDULE A. Provide minimum dry mil thickness of 3 mils, but in no case less than recommended by paint manufacturer, or as otherwise noted. B. Provide gloss/sheen indicated in this schedule unless otherwise indicated in Color Schedule. C. Use low temperature paint products equal to specified products, as approved,for applications when air temperatures are below 50 degrees F. D. Paint products followed with an *are acceptable products not MPI listed. LRS Architects, Inc. City of Tigard Painting: 09 9000 City Hall, Police and Permit Center Re-Skin Page 7 May 6, 2014 E. Primer: Wood - Opaque Finish: 1. First Coat: Exterior Latex Wood Primer MPI #6 Benjamin Moore: Super Spec Latex Exterior Primer 169/K169. Benjamin Moore: Fresh Start All-Purpose 100% Acrylic Primer 023/N023/F023. Benjamin Moore: Fresh Start 100% Acrylic Superior Primer 046/K046. Coronado Paint: Crylicote Gold 100% Acryic House Paint Primer. Coronado Paint: Supreme Acrylic Bonding Primer. Glidden Professional:6001 Hydrosealer Primer-Sealer. Kelly-Moore: Professional Color Shield Exterior Acrylic Primer/Sealer 250-100. Kelly-Moore: Stain Lock 11 Stain Resistant Acrylic Primer 255-100. Miller Paint Co:Acri-Lite 100% Acrylic Primer 7052. PPG: Seal Grip Universal Primer Sealer 17-921. Rodda Paint Co: First Coat Exterior Interior Latex Primer 501601. Sherwin Williams: Exterior Latex Wood Primer B42W8041. Sherwin Williams: Multi-Purpose Latex Primer B51 W8020. Sherwin Williams: Multi-Purpose Zero VOC Primer/Sealer B51 W00450. Sherwin Williams: PrepRite ProBlock Interior/Exterior Latex Primer Sealer B51 W20. F. Primer: Ferrous Metal: 1. First Coat: Rust Inhibitive Primer(Water Based) MPI #107. Benjamin Moore: Super Spec High Performance Acrylic Metal Primer PO4/KPO4. Benjamin Moore: Super Spec HP D.T.M. Acrylic Low Lustre P25/KP25. Coronado Paint: Rust Scat Acrylic Metal Primer 36-11.* Devoe: 4020 DTM Waterborne Acrylic PF.* Kelly-Moore: DTM Metal Primer/Finish 5725-100. Miller Paint Co: Acrimetal DTM Acrimetal Primer/Finish Velvet 5000. PPG: Pitt-Tech Plus Int/Ext DTM Industrial Primer 90-908/909/912. Rodda Paint Co: Professional Maintenance Metal Master Primer 508901. Sherwin Williams: Industrial & Marine DTM Acrylic Primer/Finish B66W1.* Sherwin Williams: Prolndustrial Pro-Cryl Universal Primer B66W310. G. Primer and Pretreatment: Galvanized Metal: 1. Pretreatment(Metal Conditioner): Clean and acid etch MPI #25. Benjamin Moore: Oil&Grease Emulsifier P83.* Coronado Paint; a Benjamin Moore Company: Sur Prep 1 Oil &Grease Emulsifier.* Devoe Coatings Devprep 88.* Keeler and Long 6235.* Oakite 33.* Porter 571.* Rodda Paint: Cloverdale ClovaClean 78100. ZRC Metal Conditioner.* LRS Architects, Inc. City of Tigard Painting: 09 9000 City Hall, Police and Permit Center Re-Skin Page 8 May 6, 2014 2. First Coat: Galvanized Primer(Water Based) MPI #134. Benjamin Moore: Super Spec HP Acrylic Metal Primer PO4/KPO4. Benjamin Moore: Super Spec DTM Acrylic Low Lustre P25/KP25. Carboline: Galoseal WB Wash Primer. Coronado Paint: Rust Scat Acrylic Metal Primer 36-11.* Devoe: 4020 DTM Waterborne Acrylic PF.* Kelly-Moore: Premium Acry-Shield 100%Acrylic Metal Primer 1725-100. Miller Paint Co: Acrimetal DTM Primer/Finish 5000. PPG: Pitt Tech Plus 100%Acrylic DTM Industrial Primer 90-912. Rodda Paint Co: Metal Master Primer White 508901. Sherwin Williams: Protective&Marine DTM Acrylic Primer/Finish B66W 1. Sherwin Williams: Prolndustrial Pro-Cryl Universal Primer B66W310. H. Primer: Existing, Prefinished Aluminum Windows (Alternate C): 1. First Coat: Primer, Quick Dry,for Aluminum MPI #95 Miller Paint Co: Miller-Prime Aluminum &Ferrous Metal Primer 484. PPG: Speedhide Int/Ext Zinc Chromate Primer 6-204. Rodda Paint Co: Professional Maintenance Barrier I I I HS. Sherwin Williams: Protective& Marine Kern Kromik Universal Primer B50WZ1. Sherwin Williams: DTM Bonding Primer B66A50.* I. Finish Coats:Wood with Opaque Finish, Ferrous and Galvanized Metals: 1. Second and Third Coats: Exterior Latex Low Sheen MPI #15 Benjamin Moore:Aura WB Exterior Low Lustre Finish 634/K634. Benjamin Moore: Moorcraft Super Spec 100%Acrylic Low Lustre Latex House Paint N 185/K185. Benjamin Moore: Super Spec Ext. 100% Acrylic Satin Finish 184/K184. Benjamin Moore: Ultra Spec Ext. Satin Finish N448/K448. Coronado Paint: Crylicote Gold Satin Acrylic House&Trim 1316-1. Glidden Professional: 150 Ultra Hide Satin 2412. Miller Paint Co: Kril 100% Acrylic Exterior Satin 5600. Miller Paint Co:Acri-Lite Satin 7400.* PPG: Sun-Proof Exterior House and Trim Satin 76-45/75-110. PPG: Speedhide Exterior 100%Acrylic Latex Satin 6-2045X1 Line. Rodda Paint: Unique II Low Gloss Ext/Int Latex Enamel 532001. Rodda Paint:AC-909 Exterior Satin 521101. Rodda Paint: Protector 100%Acrylic Low Sheen 522201. Sherwin Williams:A-100 Exterior Latex Satin A82WO0151. Sherwin Williams: DuraCraft Exterior Acrylic Latex Satin C07W00251. Sherwin Williams:Weatherclad 100%Acrylic Ext. Satin Latex B12WF0851. 2. MPI Gloss Level 3-4: Gloss minimum 10 and maximum 35 units at 60 degrees. LRS Architects, Inc. City of Tigard Painting: 09 9000 City Hall, Police and Permit Center Re-Skin Page 9 May 6, 2014 J. Finish Coats: Existing, Prefinished Aluminum Windows (Alternate C): 1. Second and Third Coats: Light Industrial Coating, Exterior, Water Based, Semi-Gloss, MPI !#163 Miller Paint Co:Acrimetal DTM Semi-Gloss Finish 5200. PPG: Pitt-Tech Plus Int/Ext Semi-Gloss DTM Industrial Enamel 90-1210. Rodda Paint Co: Multi Master DTM 548901. Sherwin Williams: Industrial &Marine Sher-Cryl HPA Semi-Gloss B66W351. Sherwin Williams: Pro Industrial Zero VOC Acrylic Semi-Gloss B66T651. 2. MPI Gloss Level 5: Semi-Gloss; gloss of 35-70 units at 60 degrees. 3.9 PAINT AND COLOR SCHEDULE A. Provide gloss/sheen indicated in this schedule meeting parameters of gloss/sheen indicated 'in Paragraph 1.413, of products, or equivalent products, specified in Paint Schedules above. B. Color: As selected by Architect from manufacturer's full range. END OF SECTION LRS Architects, Inc. ADDENDUM TO CONTRACT DOCUMENTS Project: City of Tigard Owner: City of Tigard City Hall, Police, and Permit Center Re-Skin 13125 SW Hall Boulevard 13125 SW Hall Boulevard Tigard, Oregon 97223 Tigard, Oregon 97223 To: Plan Holders Architect: LRS Architects, Inc. 720 NW Davis Street, Suite 300 Portland, OR 97209 LRS Project No. 213060 City of Tigard Project No. 2014-91013 Date: May 22, 2014 Addendum No: 01 This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated May 6, 2014 Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject the Bidder to disqualification. PROJECT MANUAL 1.1 Document 00 0110: Table of Contents Add: Section 06 1600: Sheathing Add: Section 07 5423: Thermoplastic Membrane Roofing (TPO) (Alternate A) Add: Section 08 6300: Metal Framed Skylights (Alternate A) Add: Section 09 2400: Portland Cement Plastering (Alternate A) Add: Section 09 2900: Gypsum Board 1.2 Section 01 4115: Design-Build Requirements Add: Subparagraph 1.1.D.2, as follows: 2. Metal framed skylights (Alternate No. 1). 1.3 Section 06 1053: Miscellaneous Carpentry Add: Subparagraph 1.1.A.2, as follows: 2. Framing with dimension lumber. Add: Subparagraph 2.5.B.2, as follows: 2. Studs and Plates, Non-Load Bearing: Douglas Fir NLGA, WWPA,WCLIB Stud Grade City of Tigard Addendum No. 01 City Hall, Police and Permit Center Re-Skin Add: Subparagraph 2.5.13.3, as follows: 3. Other Framing: Douglas Fir NLGA, WWPA, WCLIB No. 2 1.4 Section 06 1600: Sheathing Add: New Section 06 1600. Sheathing, per attachment. 1.5 Section 07 0145: Exterior Insulation and Finish System (EIFS) Restoration Revise: Subparagraph 1.1.A.2, as follows: 2. Repair existing exterior insulation and finish system, including patching exterior insulation and finish system where existing windows are removed. Revise: Subparagraph 1.6.A.2, as follows.- 2- ollows:2- Repair damage in existing insulation and patch exterior insulation and finish system where existing windows are removed. Add: Subparagraph 3.3.J, as follows: J. Patch Exterior Insulation and Finish System where Existing Windows are Removed: 1. Procedure: a. Install fasteners into structural substrate to attach exterior insulation and finish system. 1) Use fasteners recommended by manufacturer of appropriate length and type for the existing substrate. 2) Verify design wind loads for specific location of building to confirm fastening pattern; minimum fastening pattern of 16 inches by 16 inches. C. Install fasteners so that the washer surface is slightly below the plane of the finish surface, but not more than 1/16 inch. d. Embed a minimum 9 inch by 9 inch piece of detail mesh over each fastener in base coat material and feather out edges onto surrounding surface. 1) Allow base coat to fully dry; minimum of 24 hours. Revise: Subparagraph 3.4.13.2, as follows: 2. Install 20 oz. reinforcing mesh with "butt joints." Do not lap joints. Add: Subparagraph 3.4.13.3, as follows: 3. Cover"butt joints"with 8 inch wide strip of 4 oz. detail reinforcing mesh prior to applying texture coat. Page 2 Addendum No. 01 City of Tigard City Hall, Police and Permit Center Re-Skin 1.6 Section 07 5423:Thermoplastic Membrane Roofing (TPO) (Alternate No. 1) Add: New Section 07 5423: Thermoplastic Membrane Roofing (Alternate No. 1), per attachment. 1.7 Section 08 6300: Metal Framed Skylights (Alternate No. 1) Add: New Section 08 6300: Metal Framed Skylights(Alternate No. 1), per attachment. 1.8 Section 08 8000: Glazing Add: Paragraph 1.1.13, as follows: B. Related Sections: 1. Section 08 6300: Metal-Framed Skylights Revise: Subparagraph 1.4.6.1, as follows: 1. GANA Publications:GANA's"Glazing Manual"and GANA Laminated Division's "Laminated Glass Design Guide." Add: Paragraph 1.7.13.3, as follows: 3. Laminated Glass: 5 year labor and materials to replace unit deterioration including defects in edge separation, delaminating, obstruction vision through glass, and blemishes exceeding those allowed in referenced standard. Add: Paragraph 2.1.F, as follows: F. Laminated Glass:ASTM C 1172, interlayer of clear polyvinyl butyral sheet, kind as indicated in Glass Product Schedule. Add: Paragraph 3.5.13, as follows: B. Glass Type for Skylight: Laminated, single pane glass units complying with following requirements: 1. Kind: LHS, consisting of two lites of heat-strengthened float glass. 2. Outer Lite: Class 1 (clear)float; minimum 3.0 mm thickness. 3. Inner Lite: Class 1 (clear)float; minimum 3.0 mm thickness. 4. Plastic Interlayer Thickness: 0.060 inch (1.52 mm), but not less than that required to comply as a Type II safety glass material. 5. Plastic Interlayer Color: Clear. 1.9 Section 09 2400: Portland Cement Plastering Add: New Section 09 2400: Portland Cement Plastering, per attachment. 1.10 Section 09 2900: Gypsum Board Add: New Section 09 2900:Gypsum Board, per attachment. Page 3 City of Tigard Addendum No. 01 City Hall, Police and Permit Center Re-Skin 1.11 Section 09 9000: Painting Add: Subparagraph 1.1.13.4, as follows: 4. Section 09 2900: Gypsum Board, for substrate. Add: Subparagraph 3.1.C.l.b, as follows: b. Gypsum Board: 12 percent. Revise: Article 3.9, as follows: 3.9 INTERIOR PAINT SCHEDULE A. Provide minimum dry mil thickness of 3 mils, but in no case less than recommended by paint Manufacturer, or as otherwise noted. B. Provide gloss/sheen indicated in this schedule unless otherwise shown in Color Schedule. C. Paint products followed with an * are acceptable products not MPI listed. D. Primer: Gypsum Board, Concrete, Plaster: 1. First coat: Interior Latex Primer Sealer MPI#50. Benjamin Moore: Natura Waterborne Interior Primer 511/K51 1. Benjamin Moore: Fresh Start 100% Acrylic Superior Primer 046/K046. Benjamin Moore: Eco Spec WB Interior Latex Primer N372/F372-00. Benjamin Moore: Super Spec Premium Interior Latex Primer 253/K253. Benjamin Moore: Ultra Spec 500 Waterborne Interior Primer Sealer N534/K534. Benjamin Moore: Profinish Interior latex Primer Sealer PF05. Coronado Paint: Super Kote 5000 Latex Primer-Sealer 40-11. Kelly-Moore:Acry-Plex Int. PVA Primer/Sealer Low Odor/Low VOC 971-100. Kelly-Moore: Acry-Plex Zero VOC Int. Wall Primer 8, Undercoat 973-10. Miller Paint Co: MPI #50 Primer-Sealer MPI #50. Miller Paint Co: Acro Pure Interior Primer 6440.` PPG: Speedhide Interior Latex Sealer Quick-Drying 6-2. PPG: Speedhide zero Interior Zero VOC Latex Sealer 6-4900. Rodda Paint Co: Roseal Primer 507701. Rodda Paint Co: Scotseal Primer 507801. Rodda Paint Cc: Roseal II Ultra Low VOC Primer 502701. Sherwin Williams: Drywall Latex Primer B28W08100. Sherwin Williams: Harmony Interior Latex Primer B11 W00500. Sherwin Williams: ProGreen 200 Interior Latex Primer B28W00600. Sherwin Williams: ProMar 200 Int. Latex Primer B28W8200. Sherwin Williams: ProMar 200 Zero Interior Latex Primer B28W02600. Sherwin Williams: ProMar 400 Primer Interior Latex Primer B28W08400. Sherwin Williams: Quali-Kote Interior Latex Primer B28WB1. Page 4 Addendum No. 01 City of Tigard City Hall, Police and Permit Center Re-Skin E. Finish Coats: Gypsum Board: (Acrylic) 1. Second and Third Coats: Interior Latex Eggshell MPI#52 Benjamin Moore: Eco Spec WB Interior Latex Eggshell N374/F374. Benjamin Moore: Ultra Spec 500 Waterborne Interior Eggshell N538/K538. Coronado Paint: Super Kote 5000 Interior Eggshell Enamel 30 Line.` Kelly-Moore: Acry-Plex Interior Acrylic Eggshell Enamel 1610-121. Kelly-Moore: Dura-Poxy 100% Eggshell Acrylic Enamel 1686-121. Kelly-Moore: KM Professional Interior Acrylic Eggshell Enamel 1010-121. Kelly-Moore: KM Professional Green Coat Zero VOC Int. Latex Eggshell Enamel 2010-121. Miller Paint Co: MPI#52 Premium Satin Latex MPI#52. Miller Paint Co:Acro Pure Interior Eggshell 4650. (VOC 0—Low Odor) PPG: Speedhide Interior Satin Acrylic Latex 6-3511. Rodda Paint Co: Rodda Paint Lasyn EggShell 533001. Sherwin Williams: Builder Solution Interior Latex Eg-Shel A62W00051. Sherwin Williams: ProGreen 200 Low Odor Low VOC Interior Eg-Shel B20W00651. Sherwin Williams: ProGreen 200 Low Odor Low VOC Interior Eg-Shel B20W00651. Sherwin Williams: ProMar 200 Zero VOC interior Latex Eg-Shel B20W02651. 2. MPI Gloss Level 3: 'Eggshell-like'finish; gloss of 10-25 units at 60 degrees. Add: Article 3.10, as follows: 3.10 PAINT AND COLOR SCHEDULE A. Provide gloss/sheen indicated in this schedule meeting parameters of gloss/sheen indicated in Paragraph 1.413, of products, or equivalent products, specified in Paint Schedules above. B. Color: As selected by Architect from manufacturer's full range. DRAWINGS 1.12 Drawing CS Revise: As indicated in Drawing CS dated 5-22-14, per attachment. 1.13 Drawing A301 Revise: As indicated in Drawing A301 dated 5-22-14, per attachment. 1.14 Drawing A302 Add: Drawing A302 dated 5-22-14, per attachment. 1.15 Drawing A401 Revise: As indicated in Drawing A401 dated 5-22-14, per attachment. 1.16 Drawing A402 Revise: As indicated in Drawing A402 dated 5-22-14, per attachment. Page 5 City of Tigard Addendum No. 01 City Hall, Police and Permit Center Re-Skin 1.17 Drawing A501A Revise: As indicated in Drawing A501A dated 5-22-14, per attachment. 1.18 Drawing A501 B Revise: As indicated in Drawing A501 B dated 5-22-14, per attachment_ 1.19 Drawing A501C Revise: As indicated in Drawing A501C dated 5-22-14, per attachment. 1.20 Drawing A502 Add: Drawing A502 dated 5-22-14, per attachment. 1.21 Drawing A503 Add: Drawing A503 dated 5-22-14, per attachment. 1.22 Drawing S100 Add: Drawing S100 dated 5-22-14, per attachment. ATTACHMENTS Specifications: Section 06 1600: Sheathing Section 07 5423: Thermoplastic Membrane Roofing (TPO) (Alternate A) Section 08 6300: Metal Framed Skylights (Alternate A) Section 09 2400: Portland Cement Plastering (Alternate A) Section 09 2900: Gypsum Board Drawings: Full Size. CS A301 A302 A401 A402 A501A A501B A501C A502 A503 S100 END OF ADDENDUM NO. 01 Page 6 City of Tigard [ADDM.011 Sheathing: 06 1600 Page 1 City Hall, Police and Permit Center Re-Skin May 22, 2014 PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Wall sheathing. 2. Sheathing joint and penetration treatment. 3. Weather barrier. 1.2 SUBMITTALS A. Product Data: For each type of process and factory fabricated product. 1.3 DELIVERY, STORAGE,AND HANDLING A. Stack panels flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings PART 2 PRODUCTS 2.1 GYPSUM SHEATHING A. Weather-Resistant Gypsum Wall Sheathing: 1. Glass-Mat Gypsum Wall Sheathing,ASTM C 1177, Type X; 5/8 inch thickness, unless otherwise noted. a. CertainTeed Corporation.: "GlasRoc." b. Georgia-Pacific Corporation:"Dens-Glass Gold." C. National Gypsum: "Gold Bond BRAND e2XP Extended Exposure Gypsum Sheathing". d. Temple-Inland: "GreenGlass Exterior Sheathing". e. United States Gypsum Company: "Securock Glass-Mat Sheathing". 2. Cellulose Fiber-Reinforced Gypsum Wall Sheathing,ASTM C 79 and C 1278, Type X; 5/8 inch thickness, unless otherwise noted. a. United States Gypsum Company: "Fiberock Sheathing with Aqua-Tough." 2.2 FASTENERS A. Wall Sheathing: Hot-dip zinc coated complying with ASTM A 153 or Type 304 stainless steel. B. Nails, Brads, and Staples:ASTM F 1667. C. Wood Screws: ASME 818.6.1. D. Power Driven Fasteners: NES NER-272. LRS Architects, Inc. City of Tigard [ADDM. 01) Sheathing: 06 1600 City Hall, Police and Permit Center Re-Skin May 22, 2014 Page 2 2.3 SHEATHING JOINT AND PENETRATION TREATMENT MATERIALS A. Sealant for Glass-Mat Gypsum Sheathing Board: Silicone emulsion sealant complying with ASTM C 834, compatible with sheathing tape and sheathing, and recommended by tape and sheathing manufacturers for use with glass-fiber sheathing tape and for covering exposed fasteners. B. Sheathing Tape for Glass-Mat Gypsum Sheathing Board: Self-adhering glass-fiber tape, minimum 2 inches wide, 10 by 10 or 10 by 20 threads/inch, of type recommended by tape and sheathing manufacturers for use with silicone emulsion sealant in sealing joints in glass-mat gypsum sheathing board. 2.4 WEATHER BARRIER A. Building Paper: Water-vapor-permeable, kraft building paper, except that water resistance shall not be less than 1 hour and water-vapor transmission shall not be less than 75 g/sq. m x 24 h, meeting requirements of IBC Section 1404.2 as an alternate weather-resistive barrier. 1. Product: Fortifiber Building System Group"Super Jumbo Tex 60 Minute." PART 3 EXECUTION 3.1 EXAMINATION A. Verify edge blocking is in place and located properly prior to installation of sheathing. 3.2 INSTALLATION, GENERAL A. Do not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction, unless otherwise indicated. C Securely attach to substrate by fastening as indicated, complying with the following: 1. NES NER-272 for power-driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in State of Oregon Structural Specialty Code based on International Building Code. D. Use common wire nails, unless otherwise indicated. 1. Select fasteners of size that will not fully penetrate members where opposite side will be exposed to view or will receive finish materials. 2. Make tight connections. 3. Install fasteners without splitting wood. E. Coordinate wall sheathing installation with flashing and joint sealant installation so these materials are installed in sequence and manner that prevent exterior moisture from passing through complete assembly. F. Do not bridge building expansion joints; cut and space edges of panels to match spacing of structural support elements. LRS Architects, Inc. City of Tigard [ADDM. 01] Sheathing: 06 1600 Page 3 City Hall, Police and Permit Center Re-Skin May 22, 2014 G. Coordinate sheathing installation with installation of materials installed over sheathing, including weather barriers specified in Section 07 2500, so sheathing is not exposed to precipitation or left exposed at end of the workday when rain is forecast. 1. Do not exceed manufacturer's exposure warranty, as follows: a. Cellulose Fiber-Reinforced Gypsum Sheathing Board: 12 months b. Glass-Mat Gypsum Wall Sheathing Board: 6 months. 3.3 GYPSUM SHEATHING INSTALLATION A. Comply with GA-253 and with manufacturer's written instructions. 1. Apply 48 inch wide sheathing vertically. 2. Nail or screw to wood framing. 3. Install boards with a 3/8 inch gap where non-load bearing construction abuts structural elements. 4. Install boards with a 1/4 inch gap where they abut masonry to prevent wicking. 5. Back panel edges with minimum 2 by 4 wood blocking, or with same framing material used for support of wall sheathing. 6. Fastening Gypsum Sheathing: a. Wood Framing: Space fasteners 8 inches o.c. in panel field and 4 inches at perimeter. b. Set fasteners back 3/8 inch from edges and ends of units. C. Screws: Use No. 6, Type S or S-12, wafer or bugle head, self-tapping and corrosion resistant, 1-1/4 inches long. 3.4 WEATHER BARRIER INSTALLATION A. Install in accordance with manufacturer's instructions. 1. Run horizontally, shingle fashion. 2. Lap 4 inches horizontally and 12 inches vertically. 3. Fasten to sheathing with galvanized staples or roofing nails. 4 Seal seams, edges, fasteners, and penetrations with tape. 3.5 CORRECTION OF DEFECTIVE WORK A. Remove and replace sheathing panels with edges split or damaged by fasteners. END OF SECTION LRS Architects, Inc. City of Tigard [ADDM. 01] Thermoplastic Membrane Roofing (TPO) (Alternate A): 07 5423 City Hall, Police and Permit Center Re-Skin Page 1 May 22, 2014 PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Mechanically attached thermoplastic polyolefin (TPO) membrane roofing system, complete with accessories. 2. Roof insulation. B. Related Sections: 1. Section 01 2300: Alternates, for Work of Alternate A_ 2. Section 01 4500: Quality Control, for inspection procedures required by manufacturer's technical representative. 3. Section 06 1053: Miscellaneous Carpentry, for wood blocking, curbs, and nailers. 4. Section 07 6000. Flashing and Sheet Metal, for metal roof penetration flashings, flashings, and counterf lashings. 1.2 DEFINITIONS A. TPO: Thermoplastic polyolefin. B. Roofing Terminology: Refer to ASTM D 1079 and glossary of NRCA's "The NRCA Roofing and Waterproofing Manual" for definitions of terms related to roofing work in this Section. 1.3 SYSTEM DESCRIPTION A. TPO membrane mechanically attached over insulation and insulation cover board on steel deck, with base flashing, crickets, counterflashing, and all incidentals for a manufacturer's approved and warrantable assembly. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other work. 1. Base flashings and membrane terminations. 2. Tapered insulation, including slopes. 3. Roof plan showing orientation of steel roof deck and orientation of membrane roofing and fastening spacings and patterns for mechanically fastened membrane roofing. 4. Insulation fastening patterns for corner, perimeter, and field-of-roof locations. C. Applicator Qualifications: Submit the following written documentation.- 1. ocumentation:1. Applicator's qualifications including evidence that applicator is licensed or approved by the manufacturer. 2. Listing of five successfully completed projects similar in scope and complexity to work of this Section with current phone numbers of Architect and Owner contacts for verification. 3. Copy of designated project foreman's training certification by manufacturer. D. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention, and special precautions required for seaming membrane and fastening. LRS Architects, Inc. 23 City of Tigard [ADDM. 01] Thermoplastic Membrane Roofing (TPO) (Alternate A): 0754 2 City Hall, Police and Permit Center Re-Skin May 22, 2014 E. Manufacturer's Certificate: Signed by roofing manufacturer certifying that roofing system meets or exceed specified requirements. F. Manufacturer's Field Reports: Submit under provisions of Section 01 4500 indicating procedures followed, ambient temperatures, humidity, wind velocity during application, and supplementary instructions given. G. Maintenance Data: For roofing system to include in maintenance manuals. H. Warranty: Sample of special warranty. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with NRCA Roofing and Waterproofing Manual, manufacturer's instructions, and as specified. B. Installer Qualifications and Requirements: 1. Company specializing in performing the Work of this Section with minimum five years documented experience and licensed or approved by manufacturer. 2. Applicator shall designate a single individual as project foreman who shall be on site at all times during installation and who shall have certification of training by roofing system manufacturer. C. Comply with applicable State, and local codes for roof assembly fire hazard requirements. 1.6 PRE-INSTALLATION CONFERENCE A. Convene minimum of one week prior to commencing work of this Section. 1. Include Contractor, roofing applicator, Owner's representative, Architect, manufacturer's representative, and applicable subcontractors. B. Review installation procedures and coordination required with related Work. 1. Record discussions and agreements, and furnish copy to each participant. 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver products in manufacturer's original containers, undamaged, with seals unbroken and labeled with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storage and mixing with other components. B. Store products in weather protected environment, clear of ground and moisture. 1. Protect liquid material and roof insulation from direct sunlight exposure. 2. Stand roll materials on end. 1.g PROJECT CONDITIONS A. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. LRS Architects, Inc. City of Tigard [ADDM. 011 Thermoplastic Membrane Roofing (TPO)(Alternate A): 07 5423 City Hall, Police and Permit Center Re-Skin Page 3 May 22, 2014 B. Do not apply roofing membrane to damp or frozen deck surface-, do not begin work until surfaces are sufficiently dry to receive new work. C. Do not expose materials vulnerable to water or sun damage in quantities greater than can be rendered watertight during the same day. D. Refrain from roofing operations when wind velocity is sufficiently high to lift roofing membrane sheets and pose a danger to workers. 1-9 SEQUENCING AND SCHEDULING A. Coordinate Work of installing associated metal flashings as the work of this Section proceeds. 1.10 WARRANTY A. Special Warranty: Manufacturer's standard or customized form, without monetary limitation, in which manufacturer agrees to repair or replace components of membrane roofing system manufacturer that fail in materials or workmanship within specified warranty period. Failure includes roof leaks. 1. Warranty includes membrane roofing, base flashings, roof insulation, fasteners, cover boards, roofing accessories, and other components of membrane roofing system. 2. Warranty Period: 15 years from date of substantial completion. PART2 PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide roofing systems of one of the following. 1. Carlisle SynTec Incorporated. 2. Firestone Building Products Company. 3. GAF Materials Corporation. 4. Johns Manville. 5. Versico Incorporated. 2.2 PERFORMANCE REQUIREMENTS A. General Performance: Install membrane roofing and base flashings to withstand uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Membrane roofing and base flashings shall remain watertight. B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required. _ C. FM Approvals Listing: Provide membrane roofing, base flashings, and component materials that comply with requirements in FM Approvals 4450 and 4470 as a part of a membrane roofing system, and that are listed in FM Approvals' "RoofNav"for Class 1 or noncombustible construction, as applicable. Identify materials with FM Approvals markings. 1. Fire/Windstorm Classification: Class IA-90. 2. Hail Resistance.- MH. LRS Architects, Inc. 23 City of Tigard [ADDM. o1] Thermoplastic Membrane Roofing(TPO)(Alternate A): Page 4 City Hall, Police and Permit Center Re-Skin May 22, 2014 2.3 TPO MEMBRANE ROOFING A. Fabric-Reinforced Thermoplastic Polyolefin Sheet: ASTM D 6878, internally fabric or scrim reinforced, uniform, flexible TPO sheet. 1. Thickness: 60 mil nominal (0.060 inch) 2. Exposed Face Color:As selected from manufacturer's full range. 2.4 AUXILARY MEMBRANE ROOFING MATERIALS A. General:Auxiliary membrane roofing materials recommended by roofing system manufacturer for intended use, and compatible with membrane roofing. 1. Liquid-type auxiliary materials shall comply with VOC limits of authorities having jurisdiction B. Counterflashing: Metal, as specified in Section 07 6000. C. Sheet Flashing: Manufacturer's standard unreinforced thermoplastic polyolefin sheet flashing, minimum 55 mils thick, of same color as sheet membrane. D. Flexible Membrane Flashing: Rubberized asphalt, reinforced, self-adhering membrane, minimum 40 mil thickness. E. Wood Nailer Strips: Furnish preservative treated wood nailer strips complying with requirements of Section 06 1053. 1. Perlite and wood fiber cants may only be used by specific approval of Architect in installations where cants are not required to be fastened to roof deck as recommended in FMG 1-49 Loss Prevention Data Sheet for Perimeter Flashing. F. Fasteners: Factory coated steel fasteners and metal or plastic plates complying corrosion resistance provisions of Factory Mutual 4470, designed for fastening membrane to substrate, and acceptable to membrane roofing system manufacturer. G. Termination Bar:As recommended by system manufacturer. H. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings,T-joint covers, lap sealants, termination reglets, and other accessories. 2.5 ROOF INSULATION A. General: Preformed roof insulation boards manufactured or approved by TPO membrane roofing manufacturer, selected from manufacturer's standard sizes suitable for application, of thicknesses indicated. B. Polyisocyanurate Board Insulation: ASTM C 1289,Type II, Class I, Grade 3, felt or glass-fiber mat facer on both major surfaces. 1. Compressive Strength per ASTM D 1621: 25 lbs psi. 2. Size: Maximum 4 by 4 foot sheet. C. Tapered Insulation: Provide factory-tapered insulation boards fabricated to form slopes indicated. LRS Architects, Inc. City of Tigard [ADDM. 01] Thermoplastic Membrane Roofing (TPO) (Alternate A): 07 5423 City Hall, Police and Permit Center Re-Skin Page 5 May 22, 2014 D. Provide preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to form slopes indicated. 2.6 INSULATION ACCESSORIES A. General: Preformed roof insulation accessories recommended by insulation manufacturer, for intended use and compatibility with membrane roofing. B. Fasteners: Factory coated steel fasteners and metal or plastic plates complying corrosion resistance provisions of Factory Mutual 4470, designed for fastening roof insulation and insulation cover board to substrate, and acceptable to roofing system manufacturer. C. Insulation Cover Board:Acceptable products: 1. G-P Gypsum Corporation: ASTM C 1177, glass mat faced water-resistant gypsum board, 1/4 inch thick; DensDeck Roof Board. 2. USG: ASTM C 1278, fiber-reinforced water-resistant gypsum board, 1/4 inch thick; Securock Roof Board, 3. Johns Manville: ASTM C 1289, Type II, Class 2, mineral-surfaced fiber glass- reinforced high-density plyisocyanurate,1/4 inch thick; Invinsa Roof Board. PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with the following requirements and other conditions affecting performance of roofing system: 1. Verify roof openings and penetrations are in place and curbs are set and braced and that roof drain bodies are securely clamped in place. 2. Verify that wood blocking, curbs, and nailers are securely anchored to roof deck at penetrations and terminations and that nailers match thickness of insulation. 3. Verify that surface place flatness and fastening of steel roof deck complies with requirements specified for steel decking. 4. Verify deck surfaces are dry and free of snow or ice. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION AND COORDINATION A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation according to roof system manufacturer's written instructions. Remove sharp projections. B. Prevent materials from entering and clogging roof drains and conductors and from spilling or migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast C. Coordinate with Work of other Sections to assure proper and adequate provision for interface with Work or this Section. LRS Architects, Inc. City of Tigard [ADDM. 01] Thermoplastic Membrane Roofing (TPO)(Alternate A). OPage 3 City Hall, Police and Permit Center Re-Skin May 22, 2014 3.3 INSULATION INSTALLATION A. Coordinate installing membrane roofing system components so insulation is not exposed to precipitation or left exposed at the end of the workday 1. Remove and replace insulation that has become wet or damaged from improper temporary edge seal or as result of inclement weather conditions. B. Comply with membrane roofing system and insulation manufacturer's written instructions for installing roof insulation. C. Install tapered insulation under area of roofing to conform to slopes indicated. D. Install insulation with long joints of insulation in a continuous straight line with end joints staggered between rows, abutting edges and ends between boards. Fill gaps exceeding 1/4 inch with insulation. 1. Cut and fit insulation within 1/4 inch of nailers, projections, and penetrations. E. Mechanically Fastened Insulation: Install each layer of insulation and secure to deck using mechanical fasteners specifically designed and sized for fastening specified board-type roof insulation to deck type. 1. Fasten insulation according to requirements in FM Approvals' "RoofNav"for specified Windstorm Resistance Classification. 2. Fasten insulation to resist uplift pressure at corners, perimeter, and field of roof 3. Tape joints of insulation when recommended by insulation or membrane manufacturer. F. Install cover boards over insulation with long joints in continuous straight lines with end joints staggered between rows. Offset joints of insulation below a minimum of 6 inches in each direction. Loosely butt cover boards together and fasten to roof deck. 1. Fasten cover boards according to requirements in FM Approvals' "RoofNav"for specified Windstorm Resistance Classification. 2. Fasten cover boards to resist uplift pressure at corners, perimeter, and field of roof 3.4 MECHANICALLY FASTENED MEMBRANE ROOFING INSTALLATION A. Install mechanically fastened membrane roofing according to roofing system manufacturer's written instructions. B. Start installation of membrane roofing in presence of roofing system manufacturer's technical personnel. C. Roll out membrane free from wrinkles or tears. Allow sheet to relax for a minimum of 30 minutes before installing. D. Accurately align membrane roofing, and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. E. Mechanically fasten or adhere membrane roofing securely at terminations, penetrations, and perimeter of roofing. F. Apply roofing sheet with side laps shingled with slope of roof deck where possible. LRS Architects, Inc. City of Tigard (ADDM. 01) Thermoplastic Membrane Roofing (TPO)(Alternate A): 07 5423 City Hall, Police and Permit Center Re-Skin May 22, 2014 Page 7 G. Seams: Clean seam areas, overlap membrane roofing, and hot-air weld side and end laps of membrane roofing and sheet flashings according to manufacturer's written instructions to ensure watertight seam installation. 1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of sheet membrane. 2. Verify field strength of seams a minimum of twice daily and repair seam sample areas. 3. Repair tears, voids, and lapped seams in roofing that does not comply with requirements. H. Spread sealant bed over deck drain flange at roof drains and securely seal membrane roofing in place with clamping ring. 3.5 FLASHINGS AND ACCESSORIES INSTALLATION A. Install sheet flashings and performed flashing accessories and adhere to substrates according to membrane roofing system manufacturer's written instructions. B. Apply sheet flashing to seal membrane to vertical elements; extend sheet flashing a minimum of 8 inches above top of roof plane. 1. Apply bonding adhesive to substrate and underside of sheet flashing at required rate and allow to partially dry. Do not apply to seam area of flashing C. Flash penetrations and field-formed inside and outside corners with cured or uncured sheet flashing. D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot-air weld side and end laps to ensure a watertight seam installation E. Terminate and seal top of sheet flashings. F. Coordinate installation of roof drains, sumps, overflows, and related flashing to NRCA recommendations. 1. Taper sumped areas. 3.6 FIELD QUALITY CONTROL A. Field inspection will be performed by roofing system manufacturer's technical representative by periodic observation of work in progress. 1. The representative, as a minimum,shall be present to observe the deck preparation, general installation procedures, and final completion. B. Repair or remove and replace components of membrane roofing system where inspections indicate that they do not comply with specified requirements. C. Additional inspections, at Contractor's expense,will be performed to determine compliance of replaced or additional work with specified requirements. LRS Architects, Inc. 23 City of Tigard [ADDM.01] Thermoplastic Membrane Roofing (TPO)(Alternate A): OPage 8 City Hall, Police and Permit Center Re-Skin May 22, 2014 3.7 PROTECTING AND CLEANING A. Protect membrane roofing system from damage and wear during remainder of construction period. When remaining construction will not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report,with copies to Architect and Owner. B. Correct deficiencies in or remove membrane roofing system that does not comply with requirements, repair substrates, reinstall roofing system, and repair base flashing to a condition free of damage and deterioration at the time of Substantial Completion and according to warranty requirements. C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. END OF SECTION LRS Architects, Inc. City of Tigard [ADDM. 01] Metal Framed Skylights (Alternate A): 08 6300 City Hall, Police and Permit Center Re-Skin Page 1 May 22, 2014 PART1 GENERAL 1.1 SUMMARY A. Section Includes: 1. Skylight frames, glazing support plates. 2. Structural design of skylight frames and glass. 3. Watertight interface with building. B. Related Sections: 1. Section 01 2300:Alternates, for Work of Alternate A. 2. Section 07 6000: Flashing and Sheet Metal 3. Section 07 9200: Joint Sealants 4. Section 08 8000: Glazing, for glass installed in metal framed skylights. 1.2 SUBMITTALS A. Product Data: Manufacturer's specifications, including construction details, material descriptions, dimensions of individual components and profiles, and finishes. B. Shop drawings: Include plans, elevations, sections, details, and attachments to other work. 1. Include structural analysis signed and sealed by a professional engineer responsible for their preparation. C. Glass Samples: One12 inch square sample of each type of skylight glass. D. Finish Samples: Two samples for each type of exposed finish required. E. Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency, for metal framed skylights proposed. F. Sealant manufacturer's certification of sealant compatibility, approval of sealant joint design, and application procedures. G. Glass manufacturer's approval of glazing details and structural glass design. H. Maintenance Data: For metal framed skylights to include in maintenance manuals. 1. Include a key plan for glass sizes, make-up and source for future replacement. 1.6 QUALITY ASSURANCE A. Manufacturer and Installer Qualifications: 1. Entity capable of assuming single responsibility for engineering, manufacturing, and installing work of this Section. 2. Design framed skylight system under direct supervision of a professional engineer experienced in design of work of the type specified in this Section and licensed in the State of Oregon. B. Testing Agency Qualifications:An independent agency qualified according to ASTM E 699 for testing indicated. LRS Architects, Inc. City of Tigard [ADDM.011 Metal Framed Skylights(Alternate A): 08 6300 Page 2 City Hall, Police and Permit Center Re-Skin May 22, 2014 C. Welding: Qualify procedures and personnel according to AWS D1.2, "Structural Welding Code-Aluminum." 1,7 PRE-INSTALLATION MEETING A. Conduct a preinstallation meeting with Architect, Contractor, Installer and related trades present at least one week prior to start of installation. 1.8 PROJECT CONDITIONS A. Field Measurements: Indicated measurements on Shop Drawings. 1.9 WARRANTY A. Special Assembly Warranty: Manufacturer and Installer agrees to repair or replace any component of metal framed skylight that fail in material or workmanship within 5 years. 1. Failures include, but are not limited to, the following: a. Structural failures including, but not limited to,excessive deflection. - b. Noise or vibration caused by thermal movements. C. Deterioration of metals, metal finishes, and other materials beyond normal weathering. d. Adhesive or cohesive sealant failiures. e. Water leakage. 2. Warranty Period: 5 years from date of Substantial Completion. a. Silicone Sealant Manufacturer's Warranty: 10 years on weather seals and structural silicone. PART PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: 1. DeaMor Associates, Inc. (503-284-6799; 206-574-3449) B. Other Manufacturers: Submit according to requirements of Section 01 2500. 2.2 PERFORMANCE REQUIREMENTS A. Provide products that have been tested in accordance with following methods to verify compliance with specified performance requirements: 1. Structural Performance:ASTM E 330, No breakage, component disengagement or permanent distortion at 1.0 and 1.5 times design load for both positive and negative static pressure. 2. Water Leakage:ASTM E 331; No water leakage at 6.24 PSF static pressure, with test pressure maintained for full duration of one 15-minute cycle. 3. Air Infiltration:ASTM E 283,Air infiltration not to exceed 0.06 CFM/SF at 10.0 PSF static pressure. B. Design and size components to withstand dead and live loads caused by snow drift loading and positive and negative wind pressure as required by State of Oregon Structural Specialty Code based on the International Building Code. LRS Architects, Inc. City of Tigard [ADDM.01] Metal Framed Skylights(Alternate A): 08 6300 City Hall, Police and Permit Center Re-Skin Page 3 May 22, 2014 C. Limit deflection of skylight members to 1/180 of their length up to 20 feet and 1/240 over 20 feet, or limit deflection of glass to 3/4 inch over one light, whichever is less. D. Design fasteners for a 4 to 1 safety factor based on ultimate loading. E. Design skylight assembly to withstand temperature variations up to 120 degrees F without over stressing glazing, fasteners or framing. F. Design skylight so as to prevent excessive noise such as popping and creaking and wind harmonics. G. Design bearing and edge clearances as required to accommodate expansion and contraction of glazing materials with edge clearance of 1/4 inch minimum to nearest metal surface. H. Design skylight system with a continuous integral gutter system on glass supporting members to drain water or condensation to exterior. 1. Condensation Gutter Channels: Minimum 3/8 inch inside edge of glass support shelf on glass supporting members to capture water at intersection of glass and framing. 2. Locate horizontal gutters above rafter gutters interlocked with a positive drip tab to direct water into rafter gutter. I. Design horizontal glazing components, including eave,flush glazed to allow water to move freely off skylight. J. Design and engineer sealant joints for intended use. 2.3 METAL MATERIALS A. Framing Members including Perimeter Angles and Caps: 1. Extruded Aluminum:ASTM B 221, alloy 6063 or 6061, temper T-5 or T-6;Alloy and temper as recommended by manufacturer for type of use and finish. 2. Tubular or I-Beam Framing Sections: 0.10 inch minimum thickness. B. Formed Aluminum:ASTM B 209, 6061-T6 alloy sheet material and accessories. 1. Structural Members: Minimum 0.01 inch thickness. 2. Non-Structural Members: Minimum 0.06 inch thickness. 3. Anchor plates as required for structural adequacy. C. Pressure Caps: Manufacturer's standard aluminum components that mechanically retain glazing. 1. Include snap-on aluminum trim that conceals fasteners. D. Anchors, Fasteners, and Accessories: Manufacturer's standard, corrosion resistant, nonstaining, and nonbleeding; compatible with adjacent materials. 1. Pressure Cap Fasteners:ASTM A 193, non-magnetic, 300 series stainless steel screws, with neoprene sealer washers. 2. Where fasteners are subject to loosening or turning out from thermal and structural movements,wind loads, or vibration, use self-locking devices. 3. Exterior Fasteners: Non-magnetic,300 series, stainless steel, finished to match framing system. 4. Interior Fasteners, Not Exposed to Moisture:Zinc-plated steel. LRS Architects, Inc. I i City of Tigard [ADDM.01] Metal Framed Skylights(Alternate A): 08 6300 Page 4 City Hall, Police and Permit Center Re-Skin May 22, 2014 E. Anchor Bolts: ASTM A 307, Grade A, Property Class 4.6, hot-dip zinc coating,ASTM A 153, Class C. F. Concealed Flashing: Manufacturer's standard,corrosion resistant, nonstaining, and nonbleeding flashing compatible with adjacent materials. G. Exposed Flashing and Closures: Manufacturer's standard aluminum components not less than 0.060 inch thick. H. Sealants: Silicone type specified in Section 07 9200. I. Slip Joint Liner: Line slip joints to prevent metal to metal friction. 1. Teflon or 3-M Scotch Ultra-High Modular Weight(UHMW) polyethylene tape with adhesive one side, thickness as required to allow free movement and prevent noise due to thermal expansion. J. Dissimilar Metal Protection: 3-M"Scotchrap 50 inches, 10 mil, black vinyl corrosion resistant tape. 2.4 GLAZING SYSTEMS A. Glazing:As specified in Section 08 8000. Size overhead glazing in conformance with loading and local code requirements. B. Glazing Gaskets: Extruded silicone or Santoprene, compatible with adjacent sealant, mechanically interlocked into skylight glazing bars and caps so that gasketing provides a setting surface and waterproof seal against both surfaces of glass. 1. Tape or butyl gaskets not allowed in glazing system. C. Spacers, Setting Blocks: Manufacturer's standard elastomeric types. 1. Provide extruded glazing wedges, mechanically locked into glazing bars,which fully support glass edges with silicone block to prevent slipping and lateral movement of glass. D. Glazing Sealants:As specified in Section 08 8000. 2.5 FABRICATION A. Fabricate aluminum components before finishing. 1. Pre-tab and shop weld or solder flashing prior to finishing. B. Fabricate aluminum components that,when assembled, have the following characteristics: 1. Profiles that are sharp, straight, and free of defects or deformations. 2. Accurately fitted joints with ends coped or mitered. 3. Internal guttering systems or other means to drain water passing joints,condensation occurring within framing members, and moisture migrating within skylight to exterior. 4. Physical and thermal isolation of glazing from framing members. 5. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. LRS Architects, Inc. City of Tigard [ADDM. 011 Metal Framed Skylights (Alternate A): 08 6300 City Hall, Police and Permit Center Re-Skin Page 5 May 22, 2014 C. Fabricate aluminum sill closures with weep holes and for installation as continuous component. 1. Baffle system weep holes to prevent excessive air and water infiltration. a. Use 30 PPI polyvinyl chloride coated reticulated foam, or equivalent, mechanically compressed to 50 percent of its thickness. 2.6 FACTORY FINISHING A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes to exposed aluminum surfaces. B. High Performance Organic Finish (2 Coat Fluoropolymer): AA-C12C42R1x (chemical paint finish of inhibitive primer and fluoropolymer color topcoat containing not less than 70 percent polyvinylidene fluoride resin by weight)comply with AAMA 2604. 1. Color as selected by Architect from full range of industry colors and color densities. PART 3 EXECUTION 3.1 EXAMINATION A. Examine existing conditions and verify conditions are satisfactory for installation of skylights. 1. Verify that curb flashing extends over top of curb. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General.- 1. eneral:1. Comply with manufacturer's written instructions and approved Shop Drawings. 2. Do not install damaged components. 3. Fit joints between aluminum components to produce hairline joints free of burrs and distortion. 4. Rigidly secure nonmovement joints. 5. Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration and to prevent impeding movement of moving joints. 6. Seal joints watertight, unless otherwise indicated. B. Metal Protection: Where aluminum will contact dissimilar materials, protect against galvanic action. 1. Where possible, apply in shop. 2. Locate so as to be concealed after installation. C. Install continuous aluminum sill closure with weatherproof expansion joints and locked and sealed corners. Locate weep holes at rafters. D. Install components to drain water passing joints, condensation occurring within framing members, and moisture migrating within skylight to exterior. LRS Architects, Inc. City of Tigard [ADDM. 01] Metal Framed Skylights(Alternate A): 08 6300 City Hall, Police and Permit Center Re-Skin Page 6 May 22, 2014 E. Fit and secure joints with screw and spline,with rigid joints and connections that are flush, hairline, and weatherproof. 1. Reinforce aluminum components as required to receive fastener threads. F. Install components level, plumb and properly aligned with uniform joints and reveals. G. Install glazing as specified in Section 08 8000, and in accordance with skylight manufacturer's instructions. 1. Retain glass with extruded caps screwed to rafters and continuous extruded horizontal members at ridge. H. Seal skylight system with minimal sealant, only as engineered for structural glass retention or exterior waterproofing at horizontal butt joints. 1. Do not install sealant in contact with insulated glass seals. 2. Do not install sealant along rafter cap line or on interior of skylight. I. Erection Tolerances: 1. Alignment: Limit offset from true alignment to 1/32 inch where surfaces abut in line, edge to edge, at corners, or where a reveal or protruding element separates aligned surfaces by less than 3 inches; otherwise offset limit to 1/8 inch. a. At glass supporting members, align hairline joints to within 1/64 inch. 2. Location and Plane: Limit variation from true location and plane to 1/8 inch in 12 feet but not greater than 1/2 inch over total length. 3.3 CLEANING AND PROTECTION A. Leave glass and components free of protective material, identification labels and excess sealant. B. Clean glass and components prior to final acceptance in accordance with manufacturer's recommended methods. C. Protect skylights from damage during remainder of construction period. 1. Remove and replace defective or damaged components. END OF SECTION LRS Architects, Inc. City of Tigard [ADDM.011 Portland Cement Plastering: 09 2400 City Hall, Police and Permit Center Re-Skin Page 1 May 22,2014 PART1 GENERAL 1.1 SUMMARY A. Section includes the following: 1. Portland three-coat cement plastering system with an acrylic finish coat over suspended metal lath ceiling. 1.2 SUBMITTALS A. Product Data, for each product specified. B. Samples, 12 by 12 inches in size for each type of texture and color indicated. 1.3 QUALITY ASSURANCE A. Standards: Comply with recommendations of the following: 1. Northwest Wall&Ceiling Bureau Standards. 2. Metal Lath/Steel Framing Association 920, "Guide Specifications for Metal Lathing and Furring." 1.4 STORAGE AND HANDLING A. Deliver material to job site in original containers with labels intact and legible. B. Store materials inside, under cover, and dry, protected from weather, direct sunlight, surface contamination, aging, corrosion, and damage. 1.5 PROJECT CONDITIONS A. Comply with ASTM C 926 requirements, unless more stringent requirements indicated. B. Do not mix or apply cement plaster when substrate or ambient air temperature is less than 40 degrees F. nor more than 80 degrees F. C. Hot Weather: 1. Protect cement plaster from uneven and excessive evaporation during hot,windy, and dry weather. 2. Moist cure base coat of cement plaster if ambient temperature is more than 75 degrees F. Moist cure for 48 hours after application of coats. 3. During hot, or dry to windy weather, moisten cement plaster and cover with a single sheet of polyethylene plastic. 4. Moist curing is required at the start and end of each workday. 5. Moist curing not required when humidity is higher than 70 percent. D. Protect adjacent work from soiling and moisture deterioration caused by plastering. Provide temporary covering and other provisions necessary to minimize harmful spattering of plaster on other work. LRS Architects, Inc. City of Tigard [ADDM. 01] Portland Cement Plastering: 09 2400 City Hall, Police and Permit Center Re-Skin Page 2 May 22, 2014 PART PRODUCTS 2.1 METAL SUPPORTS FOR SUSPENDED AND CEILINGS A. Channels: Cold-rolled steel, Base metal thickness of 0.0538 inch with ASTM A 653, G60, hot- dipped galvanized zinc coating. 1. Main Runners: 1-112 inch deep. 2. Cross Furring: 3/4 inch deep. B. Wire Hangers: ASTM A 641, Class 1 zinc coating, soft temper, not less than 0.1620 inch diameter. C. Tie Wire: For saddle tying cross furring to main runners, ASTM A 641, Class 1 zinc coating, soft temper, not less than 0.0475 inch diameter (18 gage). 2.2 LATH A. Expanded Metal Lath: ASTM C 847 with ASTM A 653, G60, hot-dip galvanized zinc coating. 1. 3/8 inch (10 mm) rib lath, galvanized. 2.3 ACCESSORIES A. General: Comply with ASTM C 1063 and coordinate depth of trim and accessories with thicknesses and number of plaster coats required. B. Provide the following accessories fabricated from hot-dip galvanized steel sheet or high impact PVC: 1. Casing Beads: With perforated flanges in depth required to suit plaster bases and flange length required to suit applications. 2. Control Joints: One-piece type, folded pair of unperforated screeds in M-shaped configuration; with perforated flanged and removable protective tape on plaster face of control joint. 3. Expansion Joints: Two-piece type, pair of casing beads with back flanges formed to provide slip joint action and square edged reveal that is adjustable for joint widths from 1/4 to 5/8 inch. 2.4 PLASTER MATERIALS A. Base Coat Cements: 1. Portland cement, ASTM C 150 Type I. 2. Masonry cement, ASTM C 91, Type N. B. Ready-Mixed Base Coat Plaster: Mill mixed portland cement, aggregates, and proprietary ingredients. 1. Manufacturers: a. Dryvit Systems, Inc. b. LaHabra. C. Parex Incorporated. d. Sto Corporation. LRS Architects, Inc. City of Tigard [ADDM. 01] Portland Cement Plastering: 09 2400 City Hall, Police and Permit Center Re-Skin Page 3 May 22, 2014 C. Acrylic Based Finish Coat: Factory mixed formulation of 100 percent acrylic polymer base emulsion, colorfast mineral pigments, and fine aggregates specifically recommended by acrylic based finish manufacturer for use over portland cement plaster base coats; include manufacturer's recommended primers and sealing topcoats for acrylic based finishes. 1. Manufacturers: a. Dryvit Systems, Inc. b. LaHabra. C. Parex Incorporated. d. Sto Corporation. 2. Color as selected by Architect from manufacturer's full range of colors. D. Tinted Primer(Surface Conditioner): Acrylic based finish manufacturer's standard factory- mixed elastomeric-polymer primer for preparing substrate surface for application of finish coat, with color closely matched to selected finish coat color. E. Sand Aggregate for Base Coats: ASTM C 897. F. Fiber for Base Coats: Alkaline resistant nylon fibers, free of contaminates, type specifically manufactured for use in portland cement plaster or concrete. 1. Acceptable Manufacturer: Nycon, Inc.; Nycon Synthetic Fiber. G. Water: Potable, free from substances harmful to plaster, lath and accessories. 2.5 CEMENT PLASTER MIXES A. General: Comply with ASTM C 926 and recommendations of the Northwest Wall & Ceiling Bureau Resource Guide "Portland Cement Plaster—Stucco"for applications indicated. 1. Fiber Content: Add fiber to mixes after ingredients have mixed at least 2 minutes. Comply with manufacturer's written instructions but not to exceed 1 Ib/cu. ft. of cementitious material. Reduce aggregate quantities accordingly to maintain workability. B. Base Coats: 1. 1 part portland cement. 2. 1 part masonry cement. 3. 3-1/2 to 4-1/2 parts sand (volume of sand per sum of cementitious material) 4. Chopped nylon strands in amount recommended by manufacturer. 5. Water. C. Factory Prepared Base Coats: Add water and fiber only; comply with finish coat manufacturer's instructions. D. Acrylic Based Finish Coat and Tinted Primer(Surface Conditioner): Apply material as factory packaged; do not add other ingredients; comply with manufacturer's instructions. 1. Color: As selected by Architect. E. Size batches for complete use within one hour after mixing. F. Withhold 10ercent of mixing g water until mixing is almost complete then add as needed to produce necessary consistency. Keep water to a minimum. LRS Architects, Inc. City of Tigard [ADDM. 01] Portland Cement Plastering: 09 2400 City Hall, Police and Permit Center Re-Skin Page 4 May 22, 2014 PART 3 EXECUTION 3.1 EXAMINATION A. Verify areas and substrates are ready to receive work of this Section. 1. Proceed only after unsatisfactory conditions have been corrected. B. Verify that substrate assembly meets deflection design criteria of minimum L/360. 3.2 PREPARATION A. Protect adjacent work from soiling, spattering, moisture deterioration, and other harmful effects caused by plastering. 3.3 INSTALLATION OF SUSPENDED CEILINGS AND SOFFITS A. Coordinate with installation of overhead structural systems to ensure inserts and other structural anchorage provisions have been installed to receive hangers for suspended ceilings and soffits. B. Attach framing components to structure above ceiling in accordance with ASTM C 1063, recommendations of Northwest Wall&Ceiling Bureau Standards, and Metal Lath/Steel Framing Association 920,"Guide Specifications for Metal Lathing and Furring,"and as follows: 1. Main Runner Channels Spacing:48 inches o.c. 2. Cross Furring Channel Spacing: 13 to 16 inches o.c. a. Wire tie lath to cross furring channels at 6 inches o.c. 3.4 INSTALLATION OF LATHING MATERIALS A. Standards: Install according to ASTM C 1063, recommendations of Northwest Wall&Ceiling Bureau Standards, and Metal Lath/Steel Framing Association 920, "Guide Specifications for Metal Lathing and Furring,"and requirements of State Building Code,Chapter 25, and as follows: 1. Attach metal lath to accessories with tie wire. 2. Place sealant between joints of trim accessories. B. Accessory Items: Install level, plumb and true, and so they create a proper screed and depth for cement plaster. C. Place casing beads at terminations of plaster finish. Butt and align ends. Secure rigidly in place. D. Locate control and expansion joints as indicated, or if not indicated, as follows. 1. Maximum Horizontal Surfaces Area: 100 sq. ft. 2. Distance between control joints not to exceed 18 feet in either direction or a length to width ratio of 2-1/2 to 1. 3. Where control joints occur in surface of construction directly behind plaster. 4. Where plasterwork areas change dimensions, to delineate rectangular shaped areas (panels)and to relieve the stress that occurs at the corner formed by the dimension change. LRS Architects, Inc. City of Tigard [ADDM. 01] Portland Cement Plastering: 09 2400 City Hall, Police and Permit Center Re-Skin Page 5 May 22, 2014 3.5 PLASTER APPLICATION A. Apply plaster in accordance with ASTM C 926 and recommendations of Northwest Wall & Ceiling Bureau Standards, 1. Do not deviate more than plus or minimum 1/4 inch in 10 feet from a true plane in finished plaster surfaces, as measured by a 10 foot straightedge placed on surface. B. Do not use materials that are caked, lumpy, dirty, or contaminated by foreign materials. C. Do not use excessive water in mixing and applying plaster materials. D. Use a shingle-type float for floating the Brown Coat to increase the density of the cement membrane and increase water resistance and reduce cracking; Do not use a sponge-type float. E. Apply 3 coats over metal lath, for a nominal total thickness of 3/4 inch, as follows: 1. Scratch Coat: Nominal 1/4 to 3/8 inch. 2. Brown Coat: Nominal 1/4 to 3/8 inch. 3. Finish Coat: Nominal 1/8 inch. F. Moist cure cement plaster base coats for 10 to 14 days prior to application of acrylic finish coat. G. Tinted Primer(Surface Conditioner) and Preparation to Receive Acrylic Based Finish Coat: Prepare cement plaster and concrete surfaces to receive acrylic based finish coat, and apply tinted primer (surface conditioner), as recommended by manufacturer of acrylic based finish coating. 1. Remove surface contaminants. 2. Remove loose, damaged or deteriorated materials. 3. Repair surfaces defects with patching materials. 4. Repair surface cracks. 5. Apply tinted primer (surface conditioner) by rolling. 6. Skim coat or level the surface to required tolerance and fill all voids. H. Acrylic Finish Coat: Apply as recommended by manufacturer, and the following: 1. Apply only at an ambient temperature of 40 degrees F and rising, maintained for a minimum of 48 hours after application. 2. Apply continuously in one operation to entire area. 3. Maintain wet edge. 4. Apply finish with no scaffold lines or other application marks. 5. Protect finished surface from climatic conditions until dry. 6. Do not moist cure acrylic finish coat. 3.6 PLASTER SURFACE TEXTURE A. As approved by Architect. 3.7 CUTTING AND PATCHING A. Cut, patch, replace, repair, and point up plaster as necessary to accommodate other work. B. Repair cracks and indented surfaces. LRS Architects, Inc. i City of Tigard (ADDM. 011 Portland Cement Plastering: 09 2400 City Hall, Police and Permit Center Re-Skin Page 6 May 22, 2014 C. Point up finish plaster surfaces around items that are built into or penetrate plaster surfaces. D. Repair or replace work to eliminate blisters, buckles, check cracking, dry outs, efflorescence, excessive pinholes, and similar defects. 3.9 CLEANING AND PROTECTION A. Remove temporary covering and other provisions made to protect other work. B. Provide final protection and maintain conditions to ensure that plastering work is without damage or deterioration at time of Substantial Completion. END OF SECTION LRS Architects, Inc. I City of Tigard [ADDM. 01] Gypsum Board: 09 2900 City Hall, Police and Permit Center Re-Skin Page 1 May 22, 2014 PART1 GENERAL 1.1 SUMMARY A. Section includes gypsum board and accessories including the following: 1. Interior gypsum board. B. Related Sections.- 1. ections:1. Section 06 1053: Miscellaneous Carpentry, for wood framing that supports gypsum board. 2. Section 06 1600: Sheathing, for exterior gypsum sheathing. 3. Section 07 9200: Joint Sealants 4. Section 09 9000: Painting, for gypsum board paint, prime and finish. 1.2 DEFINITIONS A. Gypsum Board Construction Terminology: Refer to ASTM C 11 and GA-505 for definitions of terms for gypsum board assemblies. 1.3 SUBMITTALS A. Product Data, for each type of product indicated. 1.4 QUALITY ASSURANCE A. Use skilled workers trained and experienced in necessary crafts and familiar with requirements and methods needed for proper performance of work of this Section. 1. Installer: Company with not less than 3 years experience installing gypsum board systems in project of similar size, quality and complexity under present name. B. Comply with the following standards: 1. ASTM C 840, Specification for Application and Finishing of Gypsum Board. 2. Gypsum Association Document GA-216, Application and Finishing of Gypsum Board. 3. Northwest Wall and Ceiling Bureau recommendations for gypsum wallboard finishes. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store materials inside under cover, dry and protected against damage from weather, condensation, direct sunlight, construction traffic, and other causes. 1. Store gypsum panels flat in a manner to prevent sagging. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Comply with ASTM C 840 requirements or gypsum board manufacturer's written instructions, whichever are more stringent. B. Do not install interior products until installation areas are enclosed and conditioned. LRS Architects, Inc. City of Tigard [ADDM.01] Gypsum Board: 09 2900 City Hall, Police and Permit Center Re-Skin Page 2 May 22, 2014 C. Do not install panels that are wet,those that are moisture damaged, and those that are mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. D. Maintain sufficient ventilation for proper joint treatment drying. PART PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, provide products of the following: 1. Gypsum Products: a. CertainTeed Corporation. b. G-P Gypsum. C. National Gypsum Company. d. USG Corporation. 2. Metal and Plastic trim: a. AMICO. b. Beadex. C. Plastic Components, Inc. d. Vinyl Corp. B. Substitutions: Submit in accordance with requirements of Section 01 2500. 2.2 INTERIOR GYPSUM BOARD A. General: Complying with ASTM C 36 or ASTM C 1396, as applicable to type of gypsum board indicated and whichever is more stringent. B. Gypsum Board: 5/8 inches thick with long edges tapered; Fire retardant Type X. 1. Gypsum board complying with ASTM C 1396 may be used for gypsum backing board for multilayer applications, 5/8 inches thick, Type X. 2.3 TRIM ACCESSORIES A. Interior Trim: Comply with ASTM C 1047. 1. Material: Galvanized steel sheet or plastic. 2. Shapes: a. Cornerbead. b. Bullnose bead. C. LC-Bead: J-shaped; exposed long flange receives joint compound. d. L-Bead: L-shaped; exposed long flange receives joint compound. e. U-Bead: J-shaped; exposed short flange does not receive joint compound. f. Expansion(control)joint. g. Curved-Edge Cornerbead:With notched or flexible flanges. LRS Architects, Inc. I City of Tigard [ADDM. 01] Gypsum Board: 09 2900 City Hall, Police and Permit Center Re-Skin Page 3 May 22, 2014 2.4 JOINTING SYSTEM A. General: Comply with ASTM C 475. B. Joint Tape: Paper. C. Joint Compound: 1. Interior Applications: a. Prefilling: At open joints and damaged surface areas, use setting-type taping compound. b. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use setting-type taping compound or drying-type, taping compound. 1) Use setting-type compound for installing paper-faced metal trim accessories. C. Fill Coat: For second coat, use setting-type, sandable topping or drying-type, topping compound. d. Finish Coat: For third coat, use drying-type, topping compound. PART 3 EXECUTION 3.1 EXAMINATION A. Examine areas and substrates and verify conditions are ready to receive work of this Section. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Coordinate as required with other trades to assure proper and adequate provision in work of those trades for interface with work of this Section. 3.3 GYPSUM BOARD INSTALLATION A. General: Install and finish gypsum board to comply with ASTM C 840 and GA-216. 1. Butt panel together for a light contact at edges and ends, with not more than 1/16 inch of open space between panels. Do not force into place. 2. Locate edge and end joints over supports. 3. At internal and external corners, conceal cut edges of boards by overlapping covered edges of abutting boards. 4. Do not make joints other than control joints at corners of framed openings. 5. Maintain 3/8 inch minimum distance between fastener and board edge. a. Drive specified screws with clutch-controlled power screwdrivers. b. Dimple board surface 1/32 inch with fastener-, do not fracture face paper. 6. Screw Fastener Schedule: a. Panel Perimeter Spacing: 12 inches o.c., unless otherwise noted. LRS Architects, Inc. City of Tigard [ADDM. 01] Gypsum Board: 09 2900 City Hall, Police and Permit Center Re-Skin Page 4 May 22, 2014 b. Panel Intermediate Support Spacing: 1) Walls: a) Framing at 16 inches on center: 16 inches o.c. b) Framing at 24 inches on center: 12 inches o.c. 7. Isolate perimeter of non-load bearing partitions at structural abutments, except at floors. a. Provide 114 to 1/2 inch wide joints at these locations. b. Trim edges with U-bead edge trim where edges of gypsum board are exposed. B. Walls: 1. Install gypsum board with tapered edges vertical, and to within 1/4 inch of floor, unless horizontal application is required by GA or UL listing for wall types. 2. Stagger joints on opposite sides of partition. 3.4 ALLOWABLE INSTALLATION TOLERANCES A. Maximum Ceiling Deflection: Provide framing and thickness of gypsum board, fastened as required, to achieve maximum deflection of 1/360 of span. B. Maximum Deviation from True Plane: 1/8 inch per 10 foot, and 1/16 inch in any running foot. 1. Check trim for conformance to tolerances. 3.5 CONTROL JOINTS A. Provide control joints according to ASTM C 840 and in specific locations approved by Architect for visual effect. 3.6 CORNER TREATMENT A. Internal Corners: Treat as specified for joints, but fold reinforcing tape lengthwise through middle and fit neatly into corner. B. External Corners and Exposed Edges: 1. Install specified corner bead, fitting neatly over corner and securing with same type fasteners used for installing wallboard. 2. Space fasteners approximately 6 inches o.c. and drive through wallboard into framing or furring member. 3.7 GYPSUM BOARD FINISHING A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly removed residual joint compound from adjacent surfaces. B. Prefill open joints, rounded or bevel edges, and damaged surface areas. C. Apply joint tape over gypsum board joints, except those with trim accessories not requiring tape. LRS Architects, Inc. Received: Jul 28 2014 10:59am 07/28/2014 MON 10: 43 FAX 2002/002 - 1 130 Industry Drive 3562 Grove Street I Tukwila, WA 98188 Lemon Grove, CA 91945 Tel: 253-220-8455 Tel: 619.433.4 701 Fax: 253-981-4518 Fax: 619.433.4706 applled restoration Inc. OR#164713 WA#APPLIR1950PD CA#759308 July 28, 2014 City of Tigard 13125 S.W. Hall Boulevard Tigard OR 97223 To whom it may concern, This Notice is to officially inform you that pursuant to the proposed contract between Applied Restoration Inc. and the City of Tigard; we are formally notifying the City that we agree to Waive the Confidentiality of our Proposal dated June 10, 2014 and submitted with our Bid documents in order to allow for the document and its clarification's to be attached to the contract and made part of the public record. rely, Lar hite Di for of Operations EIFS Restoration-Waterproofing•Caulking•Coatings•Sfructural Restoration 1 3562 Grove Street PO Box 872227 Lemon Grove,CA 91945 Vancouver, WA 98684 Phone:(619)433-4701 Phone:(360)609-2234 Fax:(619)433-4706 Fax: (360)448-7836 www.appliedrestoration.com CONFIDENTIAL Proposal for Tigard City Hall Re-skin Tigard, OR Atm. Bidding Dept. I City of Tigard From: Larry White I ARI Date: June 10, 2014 ars opplled restorotion Inc. CA#759308-WA 4 APPLIR1950PD-OR#164713-AK#33825-AZ#244613-NM#365182-UT#5854972-ID#944 a ri ." .mlwP P"Wte"n I a Proposed Scope of Work BASED UPON PLANS AND SPECS: ARI intends to furnish all labor, material, equipment, supervision, etc. to perform the work on the above referenced project: BASE PRICE: See Bid Form Bid Clarifications 1. Price is based upon 2 mobilizations; $2000/ea. additional mob. 2. Break out prices are for information only and the overall price may change if the scope as written above changes. 3. We include all EIFS work Per Dryvit care Requirements. 4. We include Tuck pointing of up to 10%of brick area as the total amount is not clearly Identified. Overall Exclusions 1. Patching of EIFS other than shown on Documents. 2. Substrate preparation (concrete fins/ridges, bug holes, etc.). 3. Good access to walls areas; this must be provided by others. 4. Top grade determination (i.e. line snapped by others). 5. Gravel,drain pipe, filter fabric, back fill, etc. 6. Waterstop at concrete cold joints. 7. 3r' party testing and inspection. 8. Removal of existing light fixtures 9. Repair of Dryrot or damaged framing 10. Framing or sheathing other than required for the removal and replacement of window in phase one. THIS BID IS CONTINGENT UPON OUR REVEIW OF YOUR STANDARD SUBCONTRACT AGREEMENT,THE PRIME CONTRACT (IF INCORPORATED INTO THE SUBCONTRACT BETWEEN BUYER AND ARIL THE FOLLOWING"CONDITIONS OF PROPOSAL" AND MUTUAL AGREEMENT OF TERMS. THIS QUOTATION IS NULL AND VOID IF NOT ACCEPTED WITHIN 30 DAYS FROM THE ABOVE DATE,AND IS CONTINGENT UPON STRIKES,FIRES,ACCIDENTS,LABOR OR MATERIAL PRICE INCREASES. ANY DOCUMENT NOT ATTACHED TO THE MUTUALLY AGREED SUBCONTRACT SHALL BE EFFECTIVE ONLY IF FURNISHED AND EXPRESSLY ACCEPTED BY APPLIED RESTORATION,INC.("ARI')AND ANY INCOPORATING BY REFERENCE IS INTENDED FOR THE SOLE PURPOSE OF ESTABLISHING THE NECESSARY MATERIALS AND MANNER OF THEIR INSTALLATION. ALL PRICES ARE BASED ON CLEAN,DRY AND SOUND CONDITIONS OF SUBSTRATES. CA#759308•WA#APPLIR1950PD•OR#164713•AK#33825•AZ#244613•NM#365182•UT#5854972•ID#944 an mpi APPII�A�.IPAIbn Ine. ARI CONDITIONS OF PROPOSAL Acceptance of this proposal by Buyer(as identified on the below signature line)shall be acceptance of all terms and conditions recited herein which shall supersede any conflicting term in any other contract document. Any of the Buyer's terms and conditions in addition or different from this are objected to and shall have no effect. Buyer's agreement herewith shall be evidenced by Buyer's signature or initials on any page of the total proposal.by means of all other legal binds by permitting Seller to proceed with production,material orders and any aspect of administration. I. If this agreement is terminated for convenience by the Buyer for any reason other than cancellation of contract between Owner and Buyer,ARI shall be reimbursed for all costs and be paid 25%of the original contract amount to cover anticipated overhead and profit. 2. ARI shall be paid monthly progress payments on or before the 15'"of each month for the value of the work completed plus the amount of materials and equipment to be used on the subject Project suitably stored either on or off site. Final payment shall be due 30 days after the work described in the proposal is substantially completed. No provisions of this agreement shall serve to void ARI's entitlement to payment for properly performed work or suitably stored materials. 3. The Buyer will withhold no more retention from ARI than is being withheld by the Owner from the Buyer with respect to the ARI's work,and in no event shall same exceed that permitted by applicable law. 4. All sums not paid when due shall bear interest at a rate of 1.5%per month or the maximum legal rate permitted by law, whichever is more,and all costs of collection,including reasonable attorney's fees,shall be paid by Buyer. 5. Nothing in this agreement shall require ARI to continue performance if timely payments are not made to ARI for suitably performed work and stored materials. 6. No back charges or claim of the Buyer for services shall be valid except by an agreement in writing executed by ARI before the work is executed,except in the case of ARI's failure to meet any requirements in the subcontract agreement. In such event,the Buyer shall notify ARI of such default,in writing,and allow ARI reasonable time to correct any deficiency before incurring any cost chargeable to ARI. 7. Buyer is to prepare all work areas as to be acceptable for ARI under contract. ARI shall not be called upon to start work until quantities of work as outlined in the proposal,or sufficient to insure continued work are ready. 8. ARI shall be given sufficient time in which to make delivery of materials or labor to commence and complete the performance of the contract. ARI shall not be responsible for delays or defaults where occasioned by any causes of any kind and extent beyond its control,including,but not limited to: delays caused by Buyer,owner,general contractor, architect and/or engineers,delays in transportation,shortages of raw material,civil disorders,labor difficulties,vendor allocations,fires,floods,accidents or acts of God. ARI shall be entitled to equitable adjustments in the contract amount for additional costs due to unanticipated project delays or accelerations. 9. All workmanship is guaranteed against defects in workmanship for a period of one(1)year from the date of installation. THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES,EXPRESSED OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. The exclusive remedy shall be that ARI will replace or repair any part of its work which is found to be defective. 10. Work called for herein shall be performed during ARI's regular working hours. All work performed outside of such regular working hours shall be charged for at rates or amounts agreed upon by the parties at the time in which overtime is authorized. 11. Any notice or written claim required by the Contract Documents to be submitted by the Buyer,on account of changes, extras,delays,acceleration,or otherwise,shall be furnished within a time period and in a manner to permit ARI to satisfy its contractual requirements of the Contract Documents and any obligation ARI may have to the Owner, notwithstanding any shorter notice period otherwise provided. 12. The standard subcontract form used between ARI and Buyer shall be,or be consistent with,the current AIA Standard Form Subcontract Document A401,and must be written in STRICT ACCORDANCE with this Proposal,and must incorporate this Proposal as an attachment. Where there is a conflict between provisions of the subcontract,or the contract between the Owner and Buyer,and this Proposal,THIS PROPOSAL SHALL GOVERN. 13. Nothing in this agreement or Buyer's subcontract with ARI shall serve to void ARI's right to file a lien or claim on its behalf in the event that any payment to ARI is not made in a timely matter. 14. The Buyer shall furnish all temporary site facilities including suitable storage space,trash receptacles,hoisting, temporary power and water at no cost to ARI. 15. The Buyer shall make no demand for liquidated damages for delays in any sum in excess of such amount as may be specifically named in this Proposal or Buyer's subcontract with ARI and no liquidated damages may be assessed against ARI for more than the amount actually paid by the Buyer for unexcused delays to the extent ' caused by ARI. 16. ARI will agree to a reasonable written contractual indemnity provision within its subcontract with Buyer,provided same is limited to liability proximately caused by ARI's negligent performance of its work or material breach of the applicable contract,ARI is not required to indemnify Buyer for Buyer's own negligence,AR) is not required to indemnify Buyer or Owner for any other party's negligence,and ARI is not required to indemnify Buyer or Owner for CA#759308•WA#APPLIR1950PD•OR#164713•AK#33825•AZ#244613•NM#365182•UT#5854972•ID#944 Y. arir ur as biolbn damages resulting from poor,improper,and/or inadequate design furnished by parties other than ARI.Should Buyer and/or Owner desire greater contractual indemnity,an adjustment in the proposed contract price may be required. 17. Buyer shall.if Owner does not,purchase and maintain all risk insurance upon the full value of the entire work and/or materials delivered to the jobsite which shall include the interest of ARI. 18. Should either party hereto bring suit or institute any proceedings to enforce the terms hereof,any judgment awarded shall include court costs and reasonable attorneys'fees to the prevailing party. 19. All parties to this Agreement understand and acknowledge that in the event a performance and/or payment bond is required by the contract documents for the above referenced project,ARI's surety,under no circumstance,shall have any obligation for any loss occurring or claim made by an obligee more than twelve(12)months after the date on which ARI either substantially completed its work or is alleged to have first breached the Contract.whichever is the first to occur. 20. ARI may be utilizing certain materials and/or chemical compounds(collectively"materials")in the performance of its work pursuant to the project plans and specifications provided. ARI will adhere to all instructions and guidelines for the safe use of these materials as set forth in the Material Safety Data Sheets("MSDS").ARI will transmit to buyer the MSDS for each material to be used on the above referenced project. Buyer must advise ARI if there are any problems. deficiencies,or concerns with any component or system in the subject building that ARI should be aware of or take under consideration for the appropriate and safe use of the materials in accordance with the applicable MSDS. ARI shall not be responsible for providing notice to any building occupants or invitees regarding the use of the materials on site,but such responsibility,if any,shall rest solely with Buyer or Owner. 21. Permits,testing and/or inspections,should they be required,shall be furnished to ARI at no cost to ARI. ACCEPTED BY: Applied Restoration, Inc. GC/Buyer/Owner Name: Name: Title: Title: Date: Date Signed X Signed X i I CA#759308•WA#APPLIR1950PD•OR#164713•AK#33825•AZ#244613•NM#365182•Ur#5854972.1D#944