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RF-16-1978 (2)Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Pamart 7y/ t✓lass>firca/ion:+ t't+pi Pe rm/f Status.' APP, Expiration: 02/26/2017 Applicant 11300 NE 2 Avenue Number: Library Miami Shores, FL 33138-0000 1121360010160-03 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 11300 NE 2 Avenue MIAMI SHORES FL 33161-6628 Contractor(s) GARLAND/DBS, INC. Phone Cell Phone (954)661-0629 Valuation: Total Sq Feet: $ 100,000.00 24000 Type of Work: Repair Additional Info: REPAIRS TO ROOF AND COPING CAP AT L Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - Repairs Scanning Fee Technology Fee Work without Permit Fee Amount $60.00 545.00 $45.00 $20.00 $3,000.00 $9.00 $80.00 $3,000.00 Total: $6,259.00 Pay Date Pay Type Invoice # RF -7-16-60608 07/15/2016 Credit Card 08/30/2016 Check #: 45566 Amt Paid Amt Due $ 50.00 $ 6,209.00 $ 6,209.00 $ 0.00 Available Inspections: Inspection Type: Roof Repair Final Roof Review Roof Review Roof Review Roof Review Roof In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I rtify t •at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d • ning uth I authorize the above-named contractor to do the work stated. i thorized Si'gnre: Owner / Applicant / Building Department Copy August 30, 2016 Date August 30, 2016 1 �Ir MK 33 THE GARLAND COMPANY, INC. since 1895 HIGH-PERFORMANCE BUILDING ENVELOPE SOLUTIONS Matthew J. McDermott Area Manager www.garlandco.com 4032 Park Ave. Miami, FL 33133 Phone: 954-661-0629 E-mail: mmcdermott@garlandind.com • Miami Shores Village CO.{ 2Uo V2a.a\SO BUILDING tnrir PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20i 1 ��b Master Permit No1E — 19' ` a Sub Permit No. ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 113 00 IW LR'Ll-4-Ave,. -•\j`& JiAe`CA‘,A) City: Miami Shores -Folio/Parcel#: Occupancy Type: c' k Load: County: OWNER: Name (Fee Simple Titleholder): a Address: 1\306 1�� a� City: ®.tea C\ 6Ce-S Miami Dade Zip: 331 6 Is the Building Historically Designated: Yes NO BFE: FFE: Construction Type: Ci11;,, Flood Zone: 130s O,J1\e JAS*)/ Phone#: 3O5, Q q5v75Liy State: Zip: 33 I6 r. Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Go.c Q /0135 Inc Phone#: 1 s 4 a 6 6 . O a , Address: 3SU) 'E. q 4 tst- City: (It. -:_ v e-1ekAS State: CAH Zip: 1-141165 Cnralifier Name: �`SIA wN ? te?.-j c.11 State Certification or Registration#: 'tC 0 7 Z.qx't.' Certificate of Competency #: DESIGNER: Architect/Engineer: CC- c13X15 3i Phone#: Phone#: iK r 4/70-136z--;, Address' k1Faiue of Workfoir this Permit: $ 10016©© City: State: Zip: Square/Linear Footage of Work: Rei® ono S c Tei. T�pe.:of Work:.i EAddition ❑ Alteration ��+❑ New ` Repair/Replace 11 Cl Demolition fo � c�T o. nc\i i � Chip AT I .i b� R6 O.escriptton of Mork . ` C;e�)rel Pre.�e.ir1-�c44,0e— i�;x. �� tv\ y 4-° tletZ C__(--V‘n3 - Specify color of color thru tile: Submittal Fee $ Gd - 03 Permit Fee $3 C ° C CCF C CO/CC $ Scanning Fee $ �( C.K. Radon Fee $ c Li S. ( DBPR $ 4 rz Notary $ Technology Fee $ 90 " Training/Education Fee $ 20,03 Double Fee $ Structural Reviews $ p Bond $ TOTAL FEE NOWDUE$ G) 0q• (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose- property -is subject -to attachment. Also, v-certrfied -copy of the recorded -notice of commencement -must be paste fthe-job-site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. .1 )// *Signature,• OWNER or AGENT (Signature /DiSLinc, CONTRACTOR The foregoing instru nt was acknowledged before me this The foregoing instrument was acknowledged before me this r-✓ i=26;' da of a , 20 , by �� day of , 20 /G by �ds 4/7 Q , who is personally known to v '717. , who is person y known to me or who has produced 2. 0,.3» `/ identification and who did take an oath. ��`��11IRIS T/�/Ii/ 4NOTARY PUBLIC: .. sSiq':0�'c'�'�i me or who has produced identification and who did take an oath. x.,NOTARY PUBLIC: • • as Seal: ********************* APPROVED BY (Revised02/24/2014) II IhH IIN1 �O` Sign: 11 Print: 11 Seal: .ter.`• (1.1e,,,**(t.4b.6-16''•. * *************************************, Plans Examiner Structural Review 4� `'*.At STA'.- 14 Heidi Jeanette Dobson %s'* STATE OF OHIO County of Cuyahoga Zoning Clerk Miami Shores Village Building Department CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES 9r COPY OF LOCAL BUSINESS TAX RECEIPIO' COPY OF LIABILITY INSURANC D.COPY OF WORKERS COMPENSATION INSURANC (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME:ci / 97d/:() S BUSINESS ADDRESS: ' 9/& S+ CITY CIer/Q( STATE O ZIP `5/'cl`%S--- BUSINESS PHONE: (t;116 ) D 36 3 ( FAX NUMBER (/ ) y ZJ57S-- CELL PHONE ( ) QUALIFIER'S NAME: --) I' Y\ Ri Cr/B QUALIFIER'S LIC NUMBER: (a C, l SI 7 Z 4f g DEPARTMENT OF BUSINESSANWPROFESSIUNA CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 PIERSON, JOHN LESLIE GARLAND/DBS, INC. 3800 EAST 91ST STREET CLEVELAND OH 44105 Congratulations( With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myflorldalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and leam more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER CCC1329539 DETACH HERE KEN lAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 GARLAND/DBS, INC. 3800 JOHN LES. LIE 3800 EAST 91ST STIEET CLEVELAND 0H44105 DISPLAY AS REQUIRED BY LAW ISSUED: 08/07/2014 SEQ # L1408070001511 FLORIDA 2016 Florida Annual Resale Certificate for Sales Tax THIS CERTIFICATE EXPIRES ON DECEMBER 31, 2016 Business Name and Location Address GARLAND DBS INC 3800 E 91ST ST CLEVELAND, OH 44105-2103 Certificate Number 78-8016215541-8 DR -13 R. 10/15 By extending this certificate or the certificate number to a selling dealer to make eligible purchases of taxable property or services exempt from sales tax and discretionary sales surtax, the person or business named above certifies that the taxable property or services purchased or rented will be resold or re -rented for one or more of the following purposes: • Resale as tangible personal property. • Re -rental as tangible personal property. • Resale of services. • Re -rental as commercial real property. • Incorporation into and sale as part of the repair of tangible personal property by a repair dealer. • Re -rental as transient rental property. • Incorporation as a material, ingredient, or component part of tangible personal property that is being produced for sale by manufacturing, compounding, or processing. Florida law provides for criminal and civil penalties for fraudulent use of a Florida Annual Resale Certificate. The Florida Annual Resale Certificate is issued to active, registered sales and use tax dealers. As a buyer, use your certificate to purchase or rent property or services tax exempt that you intend to resell or re -rent to your customers. You cannot use this certificate to purchase or rent property or services that you will use in your business. As a seller, you must collect sales tax and discretionary sales surtax imposed on retail sales or rentals of taxable property or services, unless the transaction is exempt. Seller Certificate Verification - Verify resale or exemption certificates using a customer's sales tax certificate number: • Phone: 877-FL-RESALi _ (877-357-3725) • Online: Go to www.myflorida.com/dor and select "More e -Services" and then "Verify resale and exemption certificates" • Mobile App: Florida Tax (FL Tax) mobile app for iPhone, iPad, Android phones and tablets, Windows Phone If you obtain an authorization number for each tax-exempt sale, or for all sales to a specific customer, you do not need to keep a copy of the customer's Florida Annual Resale Certificate. A ® �►� v CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDIYYYY) 06/29/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Marsh USA, Inc. 4400 Comerica Bank Tower 1717 Main Street Dallas, TX 75201-7357 Attn: dallas.certs@marsh.com CN102137489—DBS-15-16 CONTACTNAME: PHONE FAX (AIC. No. Extl: (A/C, No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : Ironshore Specialty Ins. Company 25445 INSUREDINSURER Garland/DBS, Inc. 3800 East 91st Street Cleveland, OH 44105 B : Travelers Indemnity Co 25658 INSURER C : Liberty Insurance Underwriters Inc. 19917 INSURER D : Travelers Property Casualty Company of America 25674 INSURER E : Hartford Fire Insurance Company 19682 INSURER F : • HOU-002758622-01 REVISION NUMBER: .#%S V LU\AV L.V ..r..... ........... . --. . . -- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DDIYYYYI LIMBS A X COMMERCIAL GENERAL LIABILITY 002589900 12/05/2015 12/05/2016 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED PREMISES (Ea occurrence) $ 500,000 CLAIMS -MADE X OCCUR MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 1,000,000 X SIR - $100,000 GENERAL AGGREGATE $ 2,000,000 GE 'L AGGREGATE POLICY OTHER: X LIMIT APPLIES jE PER: LOC PRODUCTS - COMP/OP AGG $ 2,000,000 B AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED AUTOSAUTOS HIRED AUTOS X _ SCHEDULED NON -OWNED AUTOS 810 -5G239979 -IND -15 12/05/2015 12105/2016 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ YtDAMAGE PROPERTY )$ $ C X UMBRELLA LIAB EXCESS LIAR X OCCUR CLAIMS -MADE 1000021688-06 12/05/2015 12/05/2016 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 $ DED RETENTION $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVEN OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N NIA PJUB-5G22023-6-15 12/05/2015 12/05/2016 X STATUTE OTH- ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 E E Inland Marine Inland Marine 83 MS W9553 K3 (Ded: $50,000) 83 MS W9553 K3 (Ded: $2,500) 12/05/2015 12/05/2015 12/05/2016 12/05/2016 Installation Floater 900,000 Leased/Rented Equip 100,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space Is required) Re: Contractor State of Florida General Contractor License Number. CGC1517248 The certificate holder is included as additional insured where required by written contract with respect to General Liability and Auto Liability. VGrc 1 Ir LIN 1 G rivLVL:r\ Miami Shore Village Building Department 10050 NE 2nd Avenue Miami Shore, FL 33138 I _. -.-_--_'"'—'- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukherjee S'Lauoest+► 401.,e_ c.i,a s -i. ACORD 25 (2014/01) C • . The ACORD name and logo are registered marks of ACORD • • ACORU® AGENCY CUSTOMER ID: CN102137489 LOC #: Dallas ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY Marsh USA, Inc. NAMED INSURED Garland/DBS, Inc. 3800 East 91st Street Cleveland, OH 44105 POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE. Certificate of Liability Insurance Other property deductibles may apply as per policy terms and conditions. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACCW0 CERTIFICATE OF LIABILITY INSURANCE DATE (M07/20/2o (MM/DD/YYYY) T� ISCERTIFICATEIS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Marsh USA, Inc. 4400 Comerica Bank Tower 1717 Main Street Dallas, TX 75201-7357 Attn: dallas.certs@marsh.com CN102137489—DBS-15-16 CONTACT FAX (A/c No. Ext): FAX No): E-MAIL ADDRESS: INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Ironshore Specialty Ins. Company 25445 INSURED Garland/DBS, Inc. 3800 East 91st Street Cleveland, OH 44105 INSURER B : Travelers Indemnity Co 25658 INSURER C : Liberty Insurance Underwriters Inc. 19917 INSURER D : Travelers Property Casualty Company of America 25674 INSURER E : Hartford Fire Insurance Company 19682 INSURER F : X COVERAGES CERTIFICATE NUMBER: HOU-002766886-01 REVISION NUMBER:1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP W (MM/DD/YY) LIMBS A X COMMERCIAL GENERAL LIABILITY 002589900 12/05/2015 12/05/2016 EACH OCCURRENCE $ 1,000,000 CLAIMS -MADE X OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ 500,000 MED EXP (Any one person) $ 10,000 X SIR -$100,000 PERSONAL &ADV INJURY $ 1,000,000 GEN'L AGGREGATE POLICY OTHER: X LIMIT APPLIES JE OT- PER: LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ B AUTOMOBILE X X LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS X SCHEDULED AUTOS NON -OWNED AUTOS 810 -5G239979 -IND -15 12/05/2015 12/05/2016 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ C X UMBRELLA UAB EXCESS LUU3 X OCCUR CLAIMS -MADE 1000021688-06 12/05/2015 12/05/2016 EACH OCCURRENCE $ 5,000,000 AGGREGATE $ 5,000,000 DED RETENT ON $ $ D WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below Y / N N N / A PJUB-5G22023-6-15 12/05/2015 12/05/2016 X STATUTE ETH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 E E Inland Marine Inland Marine 83 MS W9553 K3 (Ded: $50,000) 83 MS W9553 K3 (Ded: $2,500) 12/05/2015 12/05/2015 12/05/2016 12/05/2016 Installation Floater 900,000 Leased/Rented Equip 100,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) Re: Roofing License # CCC1329539 Miami Shores Village is included as additional insured where required by written contract with respect to General Liability and Auto Liability. CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2 Avenue Miami Shore, FL 333138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE of Marsh USA Inc. Manashi Mukherjee — ou.e ua- i.tarafry eA- ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACO OR AGENCY CUSTOMER ID: CN102137489 LOC #: Dallas ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY Marsh USA, Inc. NAMED INSURED Garland/OBS, Inc. 3800 East 91st Street Cleveland, OH 44105 POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER' 25 FORM TITLE: Certificate of Liability Insurance Other property deductibles may apply as per policy terms and conditions. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) 1 1 1 1 1 Process No. r-- .. 1 J� Master Permit No.t—( . � D (� 1 ' ■ �'! s '••• ...1.. • Contractor's Name �, ..• •..• • 1. Job Address �, 3 Or) I V OC 1'��, —' L-1 V ec y 1 1 ( , j • • •..▪ . .... ..•1• • •• O MortarhAdltesi!re Set h as' : • • • 1: • O Wood Villpt13)/Shakes • l• • • • • ROOF CATEGORY „Low Slope 0 Mechanically Fastened Tile O Asphaltic Shingles 0 Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE O New roof 7 Repair q Maintenance 0 Reroofing ROOF SYSTEM INFORMATION Low Slope Roof Area (SF)14_,I Steep Sloped Roof AREA (SSF) Total (SF) • • • • • • ••. .. .• • •..• • 1 • Q Recoferinge • 1 • 1 1 1 1 1 Section B (Roof Plan) 1 Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sions of sections and Levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 1 1 1 1 IsSeumummummummummumataumu aziommEmmunnuummuminsimiam ileal'si■t■mmillY1ll1P1111Yi 1111■t■1M. IiIIIuIIliIiII1uiiivIii FLORIDA BUILDING CODE — BUILDING, 6th EDI11ON (2014) 15.37 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Meyer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. INTERNATIONAL CODE COUNCIL 1 1 1 1F 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Fill in specific roof assembly components and identify 1 manufacturer 1 1 1 1 1 1 1 1 1 1 Top PIy Fastener/Bonding Material: Surfacing: IU1A- (If a component is not used, identify a "N -rte lits( - . •••• ••• • Sys n corterserner Spacing for Anchor/Base$hear4ttachmef t:• • System Manufacturer: Product Approval No.: C1 i1 Field: —° oc @ Lap, # Rows .0c • •: rimeter. " oc @ Lap, # Rows.. • .@ ".oc • I\1OA a3 - Design Wind Pressures, From RAS 128 or Calculatio P2 Max. Design Pressure, from the specific product approval system: Deck: Type: v l c rel- e. Gauge/Thickness: Slope: /9' Per F+. Anchor/Base Sheet & No. of Ply(s):li5"V±/\ 3 pi Ar/Bese Sheet F ste?r/Bonding Ma 1 Insulation Base LayerO COO >> ' ; rJ CA.(We 's 1 ► 1 Base Insulation Size and Thickness: ar ri r•°5 143 .. • ••• • .... . Comer: _. " oc @ Lap, # Rows 14. ,, oc. .„ • • • • • Number of asteners Per Insulation boaid: . • . • •• Field A --Perimeter •Come: • • • Illustrate Components Noted and Details as Appiigabla:• • Woodblocking, Gutter, Edge Termination, Stripping! flashing. Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RA 111 and Chapter 16. 1 1 1 1 1 I Top Insulation Fastener/Bonding Material: 1 Base Insulation astener/Bondipg,Material: Top Insulation Layer: 104 Top Insulation Size and Thickness: 1 1 1 1 1 1 1 Ply Sheet Fastener/Bonding Material: Base Sheet(s) & No. of PIy(s): Base Sheet FastenerBonding Material: PIy Sheet(s) & No. of Piy(s): 1 1 Top PIy: 15.38 INTERNATIONAL CODE COUNCIL 1 11 1 L r E L.... F r 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • • • . . • • . 1 FLORIDA BUILDING CODE — BUILDING, Sth EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliozcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. FILENAME: MBHC-20 COPING CAP COPING COVER x 10'-0" SLOPE PER SPECIFICATION 6" CONCEALED SPLICE PLATE © EACH JOINT 16 GA ANCHOR CHAIR 24" MAX. [610mm] (4) FASTENERS PER ANCHOR CHAIR • • • • • • • •• • .•• • • • •• • EXTEND PLIES OVER' tt KING FASTEN 8" O.C. [2038 • • • • • • • • • ••• ••••1 • • • • • •• •• •• • ••••1• • • • • • • • • • • ••••41 • • • • • • Modified Wall Flashing? • • ••••e• • Modified Base Flashings MODIFIED MEMBRANE FELT PLIES INSULATION Aiglak CGARLAND since 1895 rr r r// r r' r r, r r. , 10 i /, /. ifr O.' CONCRETE DECK CANT STRIP THE GARLAND COMPANY, INC. 1---) I N C-71; /\ GARLAND CANADA, INC. THE GARLAND COMPANY UK, LTD HOT APPLIED © 2010 Garland Industries, Inc. Barry University — Library Preventative Maintenance, Repair and Coping Cap Scope: 1. Remove roof of all debris and perform all general house keeping of roof, flashings, coping caps and drainage systems. 2. Check and clean out all drain strainers, bowls, scuppers. 3. Tool out and reseal all caulking at drains, counter -flashing, unit flashing, penetrations, coping and repair as needed with urethane caulking. • • • • • 4. Top off all pitch pans in good condition with pourable sepjel:• 5. Remove and reinstall all deteriorated or missing pitch paws:properlyN 1 with concrete and pourable sealer. • • 6. Remove all vegetation and repair membrane as needed HPR WI''eh Base and Stressply IV Mineral Cap.•�:'• • 7. Check and seal all lightning protection in place with Galaid Greenlock Structural Adhesive. 8. Check all seams; repair voids and fish mouths with 3 co'wsselashiift. Bond & Garmesh or 1 ply granulated torch. 9. Cut and repair all blisters with torch membrane. 10. Replace drains rings and strainers with cast iron — prime and coat safety orange. 11. Check all base and wall flashings repair any voids with 3 course repair, install 1 ply of CI Torch Mineral per Addendum #1. 12. Check and repair or replace any loose or backed out fasteners in counter - flashing, field, slip flashing, etc. 13. Replace coping per attached detail using Garland Flat Sheets of Galvanized 22 Ga. For the Cleat and 24 Ga. Kynar Coated for the Top Cap. . Florida Department of Environmental Protection Division of Air Resource Management NOTICE OF DEMOLITION OR ASBESTOS REN Regulatory and Economic Resources Air Quality Management Division 701 N.W. 1st Court, 2nd Floor Miami, Florida 33136 TYPE OF NOTICE (CHECK ONE ONLY): ❑ ORIGINAL ❑ REVISED ❑ CANCEL TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ❑ ROOFI IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑ YES ❑ NO IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO IS ITA PLANNED RENOVATION OPERATION? ❑ YES ❑ NO I. Facility Name %f1 . \1€ rg i L �,, 4 1/ Address 1C& Y 1I. 111. JUL 272016 File #AIr # Qudllty Mwent Division City i State Ft- Zip < County M Site Consultant Inspecting Site Building Size Prior Use: Present Use: Facility Owner Address (Square Feet) # of Floors Building Age in Years ❑ School/College/University ❑ Residence ❑ Small Business Other ❑ School/College/University ❑ Residence D Small Business Other Phone ( ) `/ 4' City Contractor's Name % State Zip Address c v i <..k.- . City -,I ' - State f ) :. Zip 41q WS Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES .,E1 NO IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm/dd/yy) Start: J': 1e, Finish: Demo/Renovation (mm/dd/yy) Start: Finish: V. Description of planned demolition or renovation work to be performed and methods to be employed, including demolition or renovation techniques to be used and description of affected facility components. . _ . Phone ( ) (i 6 1 06 -6Z-°i Procedures to be Used (Check All That Apply): JJ Strip and Removal ❑ Glove Bag ❑ -Bulldozer ❑ Wreckirlg•B`atl• J❑ Wet Method ❑ Dry Method ❑ Explode :[•] •: Burn DdWr1• • • OTHER: •• • • • •• • • • VI. Procedures for Unexpected RACM: • VII. Asbestos Waste Transporter: Name Phone ( • • �• • Address A { °. ' •••• • • •• • • • • • VIII. Waste Disposal Site: Name • Address City • • City State Zip •• •• • • • • • • • - • State Zip • • • IX. RACM or ACM: Procedure, including analytical methods, employed to detect the presence of RACM and Categ80 ana II nonfrij1 leICM. • • • •• • Amount of RACM or ACM* square feet surfacing material linear feet pipe cubic feet of RACM off facility components square feet cementitious material square feet resilient flooring i (f X1 square feet asphalt roofing *Identify and describe surfacing material and other materials as applicable: This is to certify that the required notification(s) regarding asbestos have been submitted in compliance with applicable regulations. RER Official Signature Date 1 certify that the above information is correct and that an individual trained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- site during the demolition or renovation and evidence that the required training has been accomplished by this person will be available for inspection during normal business hours. I have read and understood the additional information provided on the back of this form. /if' - tit 4 ill� •* (Print Name of Owner/ per r) �f� f1 obi ot5,0?ci ' f� s; (Signature of Owner/Operator) (7/037,//-4 • (Contact phone #) RER USE ONLY Postmark/Date Received ID # 161_01-158 8/14 DISTRIBUTION: White-RER Yellow -Applicant Pink -Reserve DISCLAIMER This "NOTICE OF DEMOLITION OR ASBESTOS RENOVATION" is required pursuant to the provisions of 40 CFR 61 Subpart M and Rule 62-257.301, F.A.C. and must be submitted prior to any demolition or regulated asbestos abatement activity. This document is an Asbestos Notification only and is not a permit. This NOTICE OF DEMOLITION OR ASBESTOS RENOVATION does not constitute a waiver of or approval for any federal, state, county, or local permits that may be required for this facility. RER/DERM PLAN REVIEW FINAL APPROVAL REVIEWER: C06,711-) A ° f l '6 •••••• •• SIGNATURE: °T114-- • •.• � • '." ::� .•• DATE: oa��a�12,�16 • • • . THIS APPROVAL IS FOR �� • • • ASBESTOS ROOFING •• •▪ •• •• OR DEMOLITION •REVIEW ONLY EE CONSULTING GROUP, INC July 22, 2016 Barry University Library Building 11300 NE 2 Avenue Miami, FL RE: Roof Asbestos Survey Barry University Library Building 11300 NE 2 Avenue Miami, FL Dear Sir: Report #: 1607-004 Pursuant to your request, EE Consulting Group, Inc. — in association with ETS Environment, Inc. — has performed a Roof Asbestos Survey on July 26, 2016 at the above referenced site. SURVEY LIMITATIONS This inspection report is the result of a diligent search of the facility for asbestos containing materials (ACM) associated with the planned roofing replacement. All samples were readily available to our surveyor. LABORATORY METHODS ••. • • • •••• • • • . • • Samples were submitted to the laboratory at ETS Environmental, Inc., NUM, and %toied for" analysis. All analyses were performed using the Polarized Light MicroscopaLM) •Metbod 40; Ch. 1, Pt. 763, Subt F, App. A Pgs. 293-299, 1-1-87 ed; (Polarized•lsigM midrosny in..•.• conjunction with dispersion staining). . . : •' • • •• •. •••. •• • • • • • • The scope of our investigation consisted of the following:• • • • ▪ • •• • •••• • . • •• • • Eight (8) random locations of suspect materials were chosen by our Certified Technician to secure bulk samples for analysis. • Samples for asbestos analysis were taken on any visibly potential Asbestos Containing Materials (ACM). Samples were placed in plastic bags and labeled for further analysis. • All secured bulk samples were analyzed by Polarized Light Microscopy to verify asbestos content. • Preparation of final report. 4211 SW 74 AVENUE - DAVIE, FLORIDA 33314 - PHONE (954) 474-1710 - FAX (954) 474-1711 SITE DESCRIPTION The roof of the building is a built-up bituminous roof with a granulated surface. There is a parapet wall along the perimeter of the roof. There is flashing present at the parapet walls. The total roof area survey occupies approximately 18,000 ft2. CONCLUSIONS Based on our survey and bulk survey analysis, it was evident that NO asbestos containing materials (ACM) were present in the samples taken. ACM is defined by the EPA as a material containing greater than or equal to 1 percent asbestos fibers. However, OSHA regulations may require special handling of materials containing less than 1 percent asbestos fibers, including, but not limited to, manifested disposal of material, on-site supervision by a "competent" person and air monitoring. CLOSING REMARKS EE Consulting Group, Inc., in association with ETS Environment, Inc., greatly appreciates the opportunity to provide quality environmental services at a reasonable cost. It has been a pleasure working with you and we look forward to doing so again in the future. Should have any questions or comments, please do not hesitate to call our offices at any time. Respectfully submi Evan erson CSP Senior 'roject Manager • • •••• • • • • • • • • •• • • • •••• • • • • • •:"•• • • •• • •• •• •••• ••. ••• • •• I hereby certify that the Roof Asbestos Survey conducted on July 26, 2016,at •B$rry tjtgygrsity • Library Building, 11300 NE 2 Avenue, Miami, Florida, was performed by:Evac: J. Emerson an A.H.E.R.A. Certified Inspector utilizing the code of the Federal Regulation Standards, 40 C,1± R: Part 763, Subpart E, Section 763.80-763.99 and the State Asbestos Regulations, Florida Statues 469.003. Reviewed by, 6740-6,4_ es-pdbritt Bruce Marc ette CIH Licensed Asbestos Consultant ZA-0000048, IA0000041 2 EE Consulting Group, Inc. BULK SAMPLE TRANSMITTAL FORM Client: Barry University Library Building Project: Barry University Library Building 11300 NE 2 Avenue Miami, FL Report #: 1607-004 Date Collected: 07/26/16 SAMPLE # LOCATION OF SAMPLE DESCRITION CONDITION ASBESTOS 1 Roof Area 1 Parapet Wall Flashing F.C. NAD 2 Roof Area 1 Parapet Wall Flashing F.C. NAD 3 Roof Area 2 Parapet Wall Flashing F.C. NAD 4 Roof Area 1 Field Membrane F.C. NAD 5 Roof Area 1 Field Membrane F.C. NAD 6 Roof Area 1 Field Membrane F.C. NAD 7 Roof Area 2 Field Membrane F.C. NAD 8 Roof Area 2 Field Membrane F.C. NAD • • • •• ' •••• •• • •• . • .. ••• • . . .... • . • • .... . • .. • • ....•••• .. • • • • . • • . • .. ..• • .... 'MI •• • Sampled by: Evan J. Emerson NAD = No Asbestos Detected • • • • .• • • SAMPLE CONDITION CODES G.C.=Good Condition F.C.=Fair Condition P.C.=Poor Condition P.D =Physical Damage W.D.=Water Damage F=Friable N.F.=Non-Friable H.Con.=High Contact M.Con.=Moderate Contact L.Con=Low Contact • 3 ETS Environment, Inc. 12334 73 Court North West Palm Beach, FL 33412 (561) 333-0624 Project: Barry University Library Building Report #: FL16-0725RAS Lab Code: 0503 Sample Number Anal. Init. Sample Item Description Asbestos Percentage & Type Identified Percentage & Type Non- Asbestos Fibers Percentage Non -Fiber Mat. 1 EJE Flashing NAD 3-5 Fiberglass 7-10 Cellulose 85-90 Matrix 2 EJE Flashing NAD 3-5 Fiberglass 7-10 Cellulose 85-90 Matrix 3 EJE Flashing NAD 3-5 Fiberglass 7-10 Cellulose 85-90 Matrix 4 EJE Membrane NAD 5-7 Cellulose 5-8 Fiberglass 85-90 Matrix 5 EJE Membrane NAD 5-7 Cellulose 5-8 Fiberglass 85-90 Matrix 6 EJE Membrane NAD 5-7 Cellulose 5-8 Fiberglass 85-90 Matrix 7 EJE Membrane NAD 5-7 Cellulose 5-8 Fiberglass 85-90 Matrix 8 EJE Membrane NAD 5-7 Cellulose 5-8 Fiberglass 85-90 Matrix ...... • • • • • •• • •• •• • • . .. 1 • • • 1 . • ••• .. • Evan j!erson CSP Analyst • ..• • • •. .. ... • • •. • • • • • .. • • • • • .. • • • • • • • • • • .. • • .. • • • • .. • • • • • ... • • • • ... • • • • •• • • . . • . •• • ... • . • • • • • • • •. • • • • • .. .. . . . .. .. ... . • • ... • . NAD = No Asbestos Detected 4 Date: August 10, 2016 THE GARLAND COMPANY, INC. HIGH PERFORMANCE ROOFING AND FLOORING SYSTEMS 3800 EAST 91ST STREET • CLEVELAND, OHIO 44105 PHONE: (216) 641-7500 • FAX: (216) 641-0633 NATIONWIDE: 1-800-321-9336 To: Ismael Naranjo Miami Shores Village 10050 NE 2nd Ave. Miami Shores Village, FL 33138 Ph: 305-762-4859 naranjoi@miamishoresvillage.com SE Florida Garland Representative Matt McDermott 4032 Park Ave. Miami, FL 33133 Phone: 954-661.0629 Email:mmcdermott@garlandind.com Re: Building Critique & Permit Comments - #RF -7-16-1978 Dear Mr. Naranjo, Thank you for your time reviewing this project. We have received the comments below and this letter will serve as a formal response for permit submission to address those concerns. Answers are in Blue: 1. 1521.2 Repairs shall be carried out with roofing components as defined in this chapter having a product approval. Provide product approval for repair system to be use on this roof. A: See attached Product Approval, we are going to use Garland NOA 13-0716.07 P.19 & 20, System A(7). •••• • • •••• • 2. 1521.3 Repairs shall be carried out in such a manner as to not create additippt ponding • rater. • A: We will install 3/4" High Density Wood Fiberboard and Membrane to match a xietaag height p. r the •••• . NOA. • .. • • • • • 3. 1521.4 Not more than 25 percent of the total roof area or roof section of irk ?fisting Reding or structure shall be repaired, replaced or recovered in any 12 -month period unless tht entirg existing roofing system or roof section is replaced to conform to requirements of this code. According tQ the inthtda ton provided on the permit application and on the roof package the work area exceeds 2e5eo of the roafarea, in . this case the entire roof should be replace. • • • • • • • • . • A. We are only performing preventative maintenance, our repairs will not exceed 10-15% of the roof area at maximum, this ca be inspected as the repairs will be fully visible. (5eMcJMcy Thank you again for your consideration afd please contact me with any questions and timely improvement of this roof is needed due to water infiltration and seasonality. Regards, Matthew J. McDermott, Area Manager Page 1 of 1 . MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) The Garland Company, Inc. 3800 East 91st Street Cleveland, OH 44105-2197 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Garland Modified Bitumen Roofing Systems over Concrete Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 12-1101.10 and consists of pages 1 through 71. The submitted documentation was reviewed by Jorge L. Acebo. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 www.miamidade.gov/economy NOA No.: 13-0716.07 Expiration Date: 12/02/16 Approval Date: 11/21/13 Page 1 of 71 Membrane Type: SBS/SIS/SEBS Deck Type 3I: Concrete Decks, Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type A(7): One or more layers of insulation adhered to deck with approved asphalt or adhesive. All General and System Limitations apply. One or more layers of any of the following insulations. Base Insulation Layer (Optional): ACFoam-II, ENR Minimum 1" thick Insulation Fas Table 3) 0-95+ GL, H -Shield (Hot Asphalt only) N/A Density/ft2 N/A ACFoam-II 3, ENRGY 3 25 PSI, ISO -95+ , ld (Insta-Stick or Hot Asphalt only) Mi ' .5" thick N/A Top Insulation Layer: Insulation Fasteners (Table 3) Density/ft2 Approved High Density Fiberboard, Structodek High Density Fiberboard (Hot Asphalt only) Minimum %" thick N/A N/A Structodek High Density Fiberboard, Retro -fit Board (Insta-Stick or Hot Asphalt only) Minimum `/Z" thick N/A N/A N/A N/A Fesco Board Minimum %" thick DensDeck, DensDeck Prime (Insta-Stick or Hot Asphalt only) Minimum %" thick N/A •L17A• • 0000 Note: Concrete deck shall be primed with ASTM D 41 asphalt primer and allowed fo dry.praor to application of insulation. All insulation shall be adhered to the deck in full muppingof approved asphalt, HPR All Temp or Garlastic KM Plus within the EVT range and at a >< alVdf20-40 lbs'/100 ft2 or Insta-Stik Roofing Adhesive applied in continuous 3/e" to 1" wide beads, In o ¢. (prangs:. optional). Please refer to Roofing Application Standard RAS 117 for insulation ott i hmevt. • • Insulation listed as base layer only shall be used only as base layers with a secggd J 'er of •;.. • approved top layer insulation installed as the final membrane substrate. Composite.insulation panels used as a top layer shall be placed with the polyisocyanurate side facing down. • • Base/Ply Sheet: One or more plies of HPR Glasbase, HPR Premium Glasbase, H?j,TriIBase Pxmium, HPR Glasfelt, HPR Premium Glasfelt, HPR Polyscrim Plus adhered with a fdll . • mopping of approved asphalt, HPR All Temp or Garlastic KM Plus within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of StressPly E FR Mineral, StressPly FR Mineral, StressPly Plus, StressPly Plus FR Mineral, StressPly EUV FR Mineral or VersiPly Mineral adhered with a full mopping of approved asphalt, HPR All Temp or Garlastic KM Plus within the EVT range and at a rate of 20-40 lbs./sq. MIAMI•DADE COUNTY APPROVED . • • . . • . NOA No.: 13-0716.07 Expiration Date: 12/02/16 Approval Date: 11/21/13 Page 19 of 71 Surfacing: Op .. al for FR or mineral surfaced Membranes. Required for non -FR or smooth surface. gembranes. Apply one of the below or any approved coatings: 1. 4001b. gravel or 300 lb./sq. slag in a flood coat of approved mo., g asphalt at an applic• 'on rate of 60 lb./sq. or in Black -Knight Flood Coa Black - Knight LV Flo. ' Coat at 70 lb/sq. or Black -Knight Cold at 5 .1./sq. 2. Minimum two coats . Garla-Brite applied at min. 0.5 : - . sq./coat, minimum two coats of Pyramic app ' - , at min. 1.0 gal./sq./coa minimum one coat of Pyramic applied at a min. 1.0 : ./sq. and a mini - . one coat of Solex applied at a min. 0.50 gal./sq. 3. Energizer K Plus FR applied at 3.5 ga Brite applied at min 0.5 gal./sq./coat min. 1.0 gal./sq./coat or minim e gal./sq. and a minimum one co of So 4. WeatherScreen applied at applied at min. 0.5 gal./ 1.0 gal./sq./coat or and a minimum ith minimum two coats of Garla- um two coats of Pyramic applied at amic applied at a min. 1.0 min. 0.50 gal./sq. coat o lex applie n. 4 gal./sq. with minimu /coat, minimum two coats of imum one coat of Pyramic applied at o coats of Garla-Brite mic applied at min. n. 1.0 gal./sq. e coat of Solex applied at a min. 0.50 gal./sq. . 5. WeatherScr= . applied at min. 4 gal./sq. with #11 roofing granules at 60 lb./sq. 6. Weathe : creen applied at applied at min. 4 gal./sq. with roofing gravel applied at 40b./sq. en -Lock Membrane Adhesive applied at min 3-5 gal./sq. with roofing gravel applied at 400 lb./sq. Maximum Design Pressure: -45 psf. (for all other applications) (See General Limitation #9) -90 psf. (for all Insta-Stick applications with asphalt applied membranes) ••„� (See General Limitation #9) •.... • -145 psf. (for minimum 1 5" thick ENRGY 3 followed by mininlam 3/ ' Fes c»M and applied in hot asphalt with asphalt applied membrart?Srj: • • • • • (See General Limitation #9) • -237.5 psf. (for minimum 1.5" thick ENRGY 3 followed by minimurn•1/a" Daisiaok, '/a" DensDeck Prime or minimum '/z" HD Fiberbo�'tl ap,lied irj,ho�, • asphalt with asphalt applied membranes.) (See Geseaarimitaticadal MIAMI•DADE COUNTY APPROVED . • . •• . • • • • • . .• . .••. • • • NOA No.: 13-0716.07 Expiration Date: 12/02/16 Approval Date: 11/21/13 Page 20 of 71 . • • . . . . . . CONCRETE DECK SYSTEM LIMITATIONS: 1. If mechanical attachment to the structural deck through the lightweight insulating concrete is proposed, a field withdrawal resistance testing shall be performed to determine equivalent or enhanced fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and Roofing Application Standard RAS 117; calculations shall be signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE MIAMI-DADE COUNTY APPROVED NOA No.: 13-0716.07 Expiration Date: 12/02/16 Approval Date: 11/21/13 Page 71 of 71 87'-0" t14' ±20'— REMOVEMMS AND RESTORE PE IPES PER NOTES INSTALL 2 PLY GARLAND 0 APP F:ASHING goof 'Tea' 3ikia1st •omit- ,r r • • • • • •• • ±26)"—kr' 0000 • • 0000 • 0 • • • • • • • • • • •• • AT PIPE STANDS INSTALL RUST GO SYSTEM PER NOTES 4s.* AT STEEL BEAU c1::' Z i, R51ALL RUST GO SY=STEM PER NOTES N (n z 0 W Z 1 ••• • 000 •• • • c•• 0 47, • 0 Cbooe ,• • • 1;�• 4 J• LL Z2 ••• CP�ff -0 0 v O a) N a' N O W z E o O 0 O 0, O • • • •• • • •• • •• • •1 • 1 1 m im aau C,*I m•IDCT mawwa mm 1 2 3 OATS:O2/22/18 SHEET: A .• • • • • • • • • •• • • JS C-otnivhiA7v\-\'-e-5 • F \e- w7'Zo- `(` A-Vf\a6t- 44-6/0_3 heli, b e��1��S/N5-f, cA4 Jai y yas4)ti; CONTINUING SERVICES AGREEMENT BETWEEN BARRY UNIVERSITY, INC. AND GARLAND/DBS, INC. FOR FACILITY MAINTENANCE AND REPAIR SERVICES This Service Agreement (the "Agreement") dated as of April 11, 2016, by and between Barry University, Inc. ("University"), a Florida a not for profit corporation, located at 11300 NE 2nd Avenue, Miami Shores, FL 33161, and Garland/DBS, Inc., located at 3800 East 9P' Street, Cleveland, OH 44105 ("Contractor"). WITNESSETH WHEREAS, University has engaged the Contractor to perform certain facility maintenance and repair services; and WHEREAS, the terms and conditions are identified in the Terms and Conditions as well as the Exhibits A and B which are attached hereto and incorporated herein and made a part of this Agreement; and••• • •••• • WHEREAS, the Contractor will supply the materials and perform the�9ervices•Ptsnnote particularly described in Exhibit A; and • . .... • • WHEREAS, Contractor will receive payment for Services performed.dusing the term of • the Agreement as more fully described in Exhibit B; and •••••••• • . WHEREAS, Contractor will provide Services at the Miami Shores ; ampus an f aallocent • properties, located at 11300 NE 2"" Avenue, Miami Shores, Florida 3315d. Yi4dividually and . • collectively referred to as the "Property" or "Premises"), •• • NOW THEREFORE, for and in consideration of the mutual promises to each other, as set forth, the parties hereto do mutually agree as follows. Page 1 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS TERMS AND CONDITIONS These are the Terms and Conditions of the Service Agreement ("Agreement") by and between Barry University, Inc. ("UNIVERSITY") and Contractor. 1. The Work. A. Contractor agrees to arrange for its employees to peifonn the services for the University as denoted in Exhibit A, attached hereto and incorporated herein by reference, entitled "Scope of Work" (the "Work" or "Services"). B. Contractor will require its employees to be responsible for initiating, maintaining and supervising all health and safety precautions and programs in connection with the Work. Contractor will require its employees to take all necessary precautions for the safety of, and will provide the necessary protection to prevent damage, injury or loss to, all employees on the Premises and other persons who may be affected thereby. Contractor is not responsible for health and safety at University locations with respect to University operations not directly connected with the Work performed by Contractor or its employees. . • • • C. Contractor shall provide and pay for all labor, materials, equipment, tools, • machrinery, trapsportation, and other facilities and services necessary for the proper execution and •' conation of the Services as described herein. •• • • • ' • P.. Contractor shall require its employees to give all notices and comply with all • Federal, tate or4oeal laws, ordinances, rules, regulations and contract terms of any public authority • relat /c to thdirforrnance of the Services and any materials (including, without limitation, •. Hazardous M�t��i,�� (as defined below), used in the performance of the Services or the disposal of • anv •materials Wed 2n the performance of the Services. University shall not be responsible for .••.. • • Contractor's cprrlplifince with any Federal, State, or local laws, rules, regulations or contract terms. ▪ Coiga otor hereb)T grees to defend, indemnify and hold University harmless from and against any loss, liability, damage, penalty, fine, claim or expense, including without limitation, removal, remediation, restoration or cleanup expenses, attorney's fees and any other expenses that University may incur by reason of any investigation or claim of any governmental agency or third party in connection with any materials used, generated, or stored at the Premises by Contractor in connection with the performance of the Services. As used herein, "Hazardous Materials" means and includes petroleum, any petroleum product, gasoline, asbestos, and any substance, chemical or waste that is identified as hazardous, toxic or dangerous by any federal, state or local law applicable to the Premises. E. Contractor shall be required to pay sales, consumer, use and other similar taxes required to be paid under applicable law; and shall secure and pay for all permits and all other governmental fees, licenses and inspections necessary relative to the Services described herein, provided, any such costs may be included in the proposal fee set forth in Exhibit B. If and when required under any federal, local, or state law or other government regulation, each party must bear the full costs of its obligations for paying any and all foreign, federal, state or local sales, use, Page 2 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS transportation or excise taxes, unpaid dues, insurance and other charges which may be imposed by reason of the sale, use or delivery of the Services which they are obligated to pay under the law. F. "Emergency Service" is defined as the response to a situation or occurrence of a serious nature with danger to life, security, safety, or when violation of any Federal State, and/or local code or law exists. University's employees or designated representatives, not the Contractor, shall make the determination as to whether a situation qualifies as an emergency event as defined here. Maximum response time to University premises during an emergency situation is two hours (2) hours from University's initial call for service. Emergency Service is also defined as timely response to a situation or occurrence whereas University is in danger of losing customers or sales, or sustaining significant property damage. 2. Warranty. All materials and equipment supplied to University shall be warranted in accordance with individual manufacturer's warranty and Contractor shall pass through to University all such warranties from manufacturers. 3. Performance Standards. A. Contractor shall receive work requests from the Facilities Management Department of the University by phone, fax, e-mail or University's work order system. Contractor will require its employees to complete the Work in a competent, timely and workmanlike manner in accordance with all applicable laws and regulations and with the degree of cafe and skill.oi'dirarily exercised by members of the Contractor's profession for similar services. The Cpptrartor require • • its employees to warrant that they are duly licensed to perform the Work in the,Stato of FPoli& and • that all personnel involved in the Work are duly qualified and licensed to perfottft Stith Work.* • B. Contractor will obtain all permits, licenses, equipment opprovats required • for its performance of the Work; pay for all connection and inspection fees, upen'ooihplet b& f%uch Work, and; obtain and furnish University all approvals, inspections, reports andifations required to establish compliance with all applicable laws, ordinances, and regulatio is, ip cludirit.w t+hout • limitation the requirements of the U.S. Occupational Safety and Health Admintgtdtipn and},local • agency having jurisdiction (including but not limited to the Building Department and'4-loaird, of Health)provided, however, that any such costs may be included in the proposal fee set forth in Exhibit B. C. Contractor will exercise an appropriate standard of care to avoid damage to the Property caused by performance of the Work and will repair any damage at its sole cost and expense. University shall not be liable or responsible for loss or damage to the equipment, tools, facilities, or other personal property owned, rented, or used by Contractor in the performance of the Work. Except to the extent of any proceeds received by University for the benefit of the Contractor under any policy of builder's risk or other insurance, University shall not be responsible for the correction or restoration of loss or damage to the Work or to the work of University or any other contractor, resulting from the operations of the Contractor, its employees, its Employees, agents or representatives while in the performance of this Agreement. D. Contractor shall comply with all applicable provisions of the local, state and federal employment laws, rules and regulations and University shall not be liable in any way for Page 3 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS . . Contractor's failure to do so. Contractor represents and warrants that it is in full compliance with all immigration laws, including but not limited to the Immigration Reform and Control Act of 1986 ("IRCA"). Contractor agrees to fully defend and indemnify University, and any related entity, for any costs, fines, penalties, defense costs, damages, attorneys' fees or other expenses for violations of any immigration and employment related laws, including but not limited to IRCA, relating to the workers supplied to University by Contractor. 4. Payment and Billing. A. University agrees to pay Contractor as denoted in Exhibit B attached hereto, entitled "Payments and Term" for the Services, provided that the Services have been satisfactory in the exclusive opinion of University. University shall indicate its satisfaction with the Work and payment authorization by email or web survey or a sign -off sheet after each Work request is completed. B. All prices denoted in Exhibit B shall remain firm throughout the term of this Agreement, unless adjusted per Section 21 of this Agreement. C. Any payment(s), in total or in part, may be withheld by the University on account of: (a) defective work not remedied, after five (5) days notice to Contractor; (b) claims filed; (c) failure of the Contractor to make payments properly to subcontractors or suppliers for labor :materialt, supplies, equipment or any other amounts due and owing to such Independent • Contractor orguppjter in connection with the Work in a timely manner; (d) if any lien is placed by • sugeordactor•et.stuppliers upon the interest of University in and to the Premises and where • payment has b1ti>3tr•hrade to Contractor by University for the same (such lien must be removed • withi�rtan (10i:ctay:s•or bonded over by a bonding company acceptable to University by Contractor withaut.cost to.TJiiversity; (e) damage to University; or (f) persistent failure to cany out the services in accorrrartce with this Agreement. • • . • • D. Payment terms are as follows: Contractor will bill University as the work is • • conleled. Pwlzieht by University will be due to Contractor net within thirty (30) days from University's receipt of approved Contractor's invoice. E. Paper Billings must be addressed to: Barry University ATTN: Facilities Management 11300 NE 2nd Ave Miami Shores, Fl. 33161 Courtesy Electronic Invoices may be sent to the email address designated by University and must itemize, by location, all services performed, as well as including contract purchase or work order number. F. Change Orders. In the event of a change in the Scope of Work, the Contractor's claim for adjustments in the proposal fee are limited exclusively to its actual costs for such changes plus no more than 10% for overhead and profit. Overhead and profit is inclusive of supervision, office project management and administrative costs, insurance, transportation, fuel, etc. Page 4 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS 5. Term. The initial term of this Agreement shall begin on the date this Agreement is executed or such other effective date as stated herein and shall expire on December 31. 2017, unless renewed or terminated in accordance with the terms of U.S. Cotnmunities Contract Number 14-5903. Unless otherwise agreed to in writing by University, all Services ordered hereunder are to be performed at University's designated facilities and no liability shall be incurred by University until it has actually received such Services. The University has the option to renew the terms of this Agreement for two (2) additional one (1) year periods upon written notice to Contractor at least thirty (30) days prior to the expiration of the initial term. 6. Termination. A. Termination for cause. University shall have an immediate right (without the need for the thirty (30) day notice) to terminate this Agreement: (a) for the non-performance or default by Contractor during the term for any material breach by Contractor of anv of the provisions of this Agreement; (b) if Contractor's employees are involved in a labor dispute and said dispute is materially disrupting to University's business operations and/or Contractor is prevented, for any reason, from servicing and/or supplying University as required by the terms of this Agreement; (c) in the event (i) of an assignment by Contractor for the benefit of creditors; (ii) of Contractor's insolvency; (iii) of Contractor's dissolution or loss of charter by forfeiture; (iv) Contractor is adjudged bankrupt or insolvent by a court of competent jurisdiction; (v) a Jrustte or reoegjyer is appointed for Contractor or its assets or any substantial part thereof; (Si.)tooitractor• files a • voluntary petition under any bankruptcy or other similar law; or (vii) Contftdiar consents to the appointment of a receiver or a trustee for itself or its assets or any substantial•mt therepf. •In the event this Agreement is terminated pursuant to this Section 6.A, University shall.vttly be;8btigated • to pay for work actually performed by Contractor up to the date of termirm ,nand goptw�ctor shall reimburse University for the applicable pro -rata share of any fee: re ously•Paid by •• University within five (5) business days after Contractor receives the notice ofit mitAtion.from • University.. B. Termination without cause. Either party may terminate this Agreement at•?nytime for any reason by giving the other party at least thirty (30) days advance written notice. If an early termination shall occur as provided in this Section 6.B, Contractor shall only be entitled to compensation earned up to the effective date of such termination, but Contractor may be allowed to wrap up any open work orders upon notice of termination per this Section 6.B and Contractor will be compensated for such. University shall not incur any liability to Contractor as a result of such early termination. C. Enforcement of Termination. In the event University exercises its right to terminate this Agreement under any of the aforementioned provisions of this Agreement, and Contractor fails to recognize University's termination rights and University incurs legal costs and attorney's fees in enforcement of its rights hereunder, then University shall be entitled to recover from Contractor all costs and expenses incurred in the enforcement of its rights hereunder, including but not limited to reasonable attorney's fees and costs. Page 5 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS 7. Indemnification. A. Contractor shall indemnify and hold harmless University, its Trustees, officers, employees, servants and agents ("the Indemnified Parties") from any and all liability, losses or damages, including reasonable costs, attorneys' fees, collection expenses, court costs and costs of defense, which the Indemnified Parties may incur as a result of claims, demands, suits, causes of actions or proceedings of any kind or nature arising out of: (1) the performance of this Agreement by the Contractor or its employees, agents, servants, partners, principals, subcontractors; (2) any act, omission or negligence (whether active or passive), misconduct, or other fault in whole or in part (whether joint, concurrent or contributing) of Contractor, or any of its agents, its contractors, its employees, or invitees, ; (3) any breach or default in the performance of any obligation on Contractor's part to be performed under the terms of this Agreement; or (4) the failure of Contractor to provide for workers' compensation. Contractor shall pay all claims and losses in connection therewith and shall investigate and defend all claims, suits or actions of any kind or nature in the name of the Indemnified Parties, where applicable, including appellate proceedings, and shall pay all costs, judgments, and attorneys' fees which may issue thereon. Contractor recognizes the broad nature of this indemnification and hold harmless clause, including the provision of a legal defense to the Indemnified Parties, when necessary, and voluntarily makes this covenant. Contractor expressly acknowledges the receipt of such good and valuable consideration provided by Indemnified parties in support of these indemnification, legal del'e1 and hold harmless contractual obligations in accordance with the laws of the State of Flar'4da7.ConfactOr expressly understands and agrees that any insurance protection required by . • this 4igreemet;to ;gtherwise provided by Contractor shall in no way limit the responsibility to • • indemnify, keep.and save harmless and defend the Indemnified Parties as herein provided. This provision shallsuvive the termination or cancellation of this Agreement. . . . • .. • • .. • • j jimersity shall indemnify, defend, and hold Contractor harmless (including but not 'limited to: payrAent of court costs and reasonable attorney's fees) from any and all actions, costs, claims 4hichaiing governmental and/or third party claims), losses, expenses, damages or suitPiraught against Contractor (collectively, "Claims") that arise out of or result from: (a) failure of the University to perform its obligations under this Agreement; or (b) the negligent or willful acts or omissions of the University's employees its Employees, agents or representatives while in the performance of this Agreement. B. Contractor agrees to be responsible for restitution and to indemnify, defend and hold University harmless (including but not limited to court costs and attorney's fees), from all Claims that result from any violation of Contractor, its employees, agents or representatives or any person for whose acts any of them may be liable, of any laws, rules, orders, regulations or ordinances of any governmental entity having jurisdiction including, but not limited to any incident of theft and/or larceny committed on or about the Property by Contractor's employees, subcontractors, representatives, or agents, while in the performance of this Agreement. C. In the event Contractor, Contractor's employees, or any subcontractor of Contractor or agent performing for Contractor causes injury and/or physical damage to any property or portion of any property belonging to University, or property of University employees, Contractor will be given up to ten (10) business days notice to correct such damage, OR University (at its sole Page 6 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS discretion) shall have the exclusive right to make the repairs and offset, in full, the cost(s) and expenses of such repairs from any payment due and outstanding to Contractor, until fully recovered. In the event any damage caused by Contractor, its employees, subcontractors, or agents exceeds the amount or any payment(s) due hereunder, then Contractor shall reimburse University for the balance (the amount that the expenses incurred by University in making said repairs or treating said injury exceeds the amount of indebtedness owed by University to Contractor) under this Agreement within five (5) business days of written request therefore. D. Contractor shall indemnify, defend, and hold University harmless (including but not limited to the payment of court costs and attorney's fees) from all Claims (including third party claims) brought against University that arise out of any adverse/chemical reaction by any individual(s) to any chemicals used by Contractor, its employees, its Employees, representatives or agents in performing the services described herein. This indemnification obligation shall not be limited in any way by any limitation on the amount or types of damages, compensation or benefits payable by or for Contractor under worker's compensation acts, disability acts or other employee benefit acts. The obligations of the Contractor under this Section shall survive completion of the work and the termination of this Agreement. E. All indemnities in this Agreement shall survive termination of this Agreement. 8. Insurance. • • • . •..• • •• • •. • •• • • . A. Commercial General Liability. Vendor, at its sole costa l•expenset'agiees to procure and maintain during the term of this Agreement, a policy of commeit"i.al general liability insurance in an amount of not less than one million dollars ($1,000,000) �i;g►;•limitdtlnree million dollars ($3,000,000) aggregate, against claims for bodily injury,.deatb and. prgperty damage occurring in connection with Vendor's services. • • • • •••• • B. Automobile Liability. If Vendor will be bringing ally v� icles ®rrte•any Barry owned or controlled property, Vendor shall provide a certificate eVidehcing autorawbile liability coverage in an amount of not less than one million ($1,000,000) each occurrence for bodily injury and property damage for any owned, hired and non -owned vehicles. C. Worker's Compensation. If Vendor has employees, Vendor shall provide the University with a certificate evidencing that it has worker's compensation insurance as required by Florida Law (or the law of the state in which the campus is located), including Employer Liability Insurance in an amount not less than $750,000 bodily injury each accident, $750,000 disease policy limit, and $750,000 disease each employee or statutory minimum requirement, whichever is less, for its employees if required by Florida Worker's Compensation Act. D. In the event of cancellation or change of any insurance required to be carried by Contractor under this Agreement, University shall be notified at least thirty (30) days prior to cancellation or change of same. Additionally, University shall have the immediate right to terminate this Agreement if the insurance coverage required in this Section is not renewed prior to its cancellation or expiration. Page 7 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS • . • • • . • • • • • E. Contractor shall provide the certificates of insurance required by this Agreement at the time of execution of this Agreement. Contractor shall provide certificates of insurance generated and executed by a licensed insurance broker, brokerage or similar licensed insurance professional evidencing such coverage. All Certificates of Insurance shall name University as an additional insured and certificate holder and shall be forwarded to: Barry University, Inc. Procurement Department 11300 NE 2nd Avenue Miami Shores, FL 33161 Email: purchasingAmail.barry.edu F. Contractor agrees that the insurance coverages required by this Agreement shall be considered as primary insurance over and above any other insurance, or self-insurance, available to University and that any other insurance, or self-insurance available to University shall be considered secondary to, or in excess of, the insurance coverage(s) procured by Contractor as required by this Agreement. • •••• • q. : The insurance required to be carried by Contractor pursuant to this Section, is •' to b,•41ovided12yyn insurer licensed to provide such insurance in the State of Florida. Such insurer • . shall.be reasoilal31 cceptable to University in terms of financial strength and management. • • • • •... 4. ••Diauute Resolution. . .1,:: The Contractor hereby acknowledges that the University's Project Manager • • (who will be: designated by the Facilities Management Department of the University) will • • determine in r1% fiit instance all questions of any nature whatsoever arising out of, under, or in cosine: :ion with; br in any way related to or on account of, this Agreement including without limitation: questions as to the value, acceptability and fitness of the Services; questions as to either party's fulfillment of its obligations under the Work; negligence, fraud or misrepresentation; questions as to the interpretation of the Scope of Services; and claims for damages, compensation and losses. The Contractor shall be bound by all determinations or orders and shall promptly obey and follow every order of the Project Manager, including the withdrawal or modification of any previous order. Where orders are given orally, these orders will be issued in writing by the Project Manager as soon thereafter as is practicable. B. In the event that the Contractor and the University are unable to resolve their differences concerning any determination made by the Project Manager, or any dispute, question, or claim arising under or relating to the Agreement, either the Contractor or the University may initiate a dispute in accordance with the procedure set forth in this Section . Page 8 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS C. The parties to this Agreement authorize the Vice President of Business and Finance, or his/her designee ("VP"), to decide all questions, disputes, or claims of any nature arising out of, under, or in connection with, or in any way related to or on account of the Agreement (including but not limited to claims in the nature of breach of contract, fraud or misrepresentation arising either before or subsequent to execution hereof) (collectively "questions" or "disputes"), and his decision shall be conclusive, final and binding on the parties, subject only to the limited review specified below. Any such dispute by the Contractor shall be brought, if at all, before the VP within 10 days of the occurrence, event or act out of which the dispute arises. Any such dispute by the University shall be brought, within a reasonable time after the occurrence, event or act, out of which the dispute arises. D. The VP may establish rules and procedures for presentation of disputes, including for example, whether and what rules of evidence and argument shall apply, the length and manner of hearing(s) and the disposition of preliminary matters. The VP may obtain such assistance as may be desirable, including advice of experts, and may consult with legal counsel in setting such procedures and in making its decisions. The effect of any decision shall not be impaired or waived by any negotiations or settlements or offers made in connection with the dispute, whether or not the VP participated therein, or by any prior decision of others, which prior decision shall be deemed subject to review, or by any termination or cancellation of the Agreement. All such disputes shall be submitted in writing by the Contractor to the VP for a decision, together with all evidence and other pertinent information in regard to such questions, in order that a fair and impartial•degision • • maybe made. • •'•••••• •• • • • • Pending final decision of a dispute hereunder, the Contractor shall prod eeddiligenilj with the performance of the Agreement and in accordance with the Project Manaieg's interpretation. •••• • • • • • • • • E. The VP may, at his or her option, for any particular dispu[e,:@idct tofarf , the dispute resolution procedures herein and allow the dispute to be otherwise reFiaji in accordance with law. • ' ' • • • • • • •• • •••• • •• •• • 10. Independent Contractor. A. The parties intend that Contractor shall perform services hereunder as an independent contractor, and Contractor, its agents and employees, shall not be or become agents, servants or employees of University by virtue of this Agreement or any performance hereunder, and no joint venture, enterprise or partnership is intended by this Agreement. B. It is understood that all work related to inspection, verification, and quality - assurance ("Oversight") of the Work is the responsibility of Contractor. University has no obligation to perform Oversight of work, but University can provide feedback to Contractor on the quality of work performed at its locations. C. University shall have the right, at any time, to request the removal of any Contractor or Contractor's employee whom University (in its sole discretion) deems to be unsatisfactory or undesirable. Upon such request, Contractor shall promptly replace such employee with a qualified substitute. Without prior notice and without liability to Contractor, Page 9 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS • • • • University reserves the right to exclude for good cause any employee of Contractor from the Premises by denial of access, suspension or revocation of access authorization, expulsion or by any other reasonable means, if in University's reasonable and good faith opinion such exclusion is deemed advisable in the interest of Services completion, employee or student safety, or security. Contractor shall implement University's request for removal of an employee within (1) business day of University's written request (unless immediate implementation is necessary due to safety/security concerns). Contractor will provide University with written confirmation of the removal of an employee from University's premises. D. University shall have the right, at its discretion, at any time, to request that Contractor provide background check information on Contractor or Contractor's employees. If University determines that the background information provided does not meet the University's standards, the University shall have the right to require that Contractor or Contractor's employees submit to a background check by University. University reserves the right to request the removal of any Contractor or Contractor's employee as set forth in Section 10.0 based upon the results of the background check. 11. Paragraph Headings. The paragraph headings throughout this Agreement are for convenience and reference only, and the words contained therein, shall in no way be held to explain, modify, amplify, or aid in the interpretation, construction, or meaning of the provisions of tJ greement. • • • • • • •12. : Invalidity of Particular Provision. If any term or provision of this Agreement, or the • • appl"ic tion thettirth any person or circumstance, shall, to any extent, be invalid or unenforceable, • • • the Femginder •tf 11s Agreement, or the application of such term or provision to persons, or cirbhhigfances•QtIvethan those as to which it is held invalid or unenforceable, shall not be affected • • thet by„and *term and provision of this Agreement shall be valid and enforced to the fullest • ext& t ermittea'b law. • • • C3. •,Waiver. Failure on the part of either party to complain of any action or non -action • • on•tpepyt ofthe•etlier, no matter how long the same may continue, shall never be deemed to be a w ivei by such party of any of its rights hereunder. Further, it is covenanted and agreed that no waiver of any of the other provisions hereof, and that a waiver at any time of any of the provisions hereof, shall not be construed as a waiver at any subsequent time of the same provisions. The consent or approval to or of any action by either party requiring such consent or approval shall not be deemed to waive or render unnecessary such consent or approval to or of any subsequent similar act by such party. 14. Assignment. Neither party may assign either this Agreement or any of its rights, interests, duties, liabilities, or obligations under this Agreement without the prior written approval of the other party, which approval shall be granted or refused in the reasonable discretion of the non -assigning party. The non -assigning party shall not unreasonably delay in responding to any assignment approval request. Notwithstanding the foregoing, either party may assign this Agreement to any of its Affiliates without Page 10of16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS such written approval of the other party; provided, further, that the party assigning this Agreement to an Affiliate will not be released from any obligation or liability under this Agreement. This Agreement will be binding upon and will inure to the benefit of University, Contractor and their respective successors and permitted assigns. 15. Entire Agreement. Both parties agree that this Agreement including all Exhibits attached hereto, is the entire agreement between the parties and that no other document, subsequent modification, nor oral agreements exist other than the terms, references, specifications and rates stated herein. Any subsequent modification/ amendment to this Agreement shall be reduced to writing, and shall be signed by both parties. It is also agreed that all prior agreements in existence between the parties are effectively canceled and/or terminated by execution of this Agreement. 16. Notices. Whenever, by the terms of this Agreement notice, demand, or other communication shall or may be given, to either party, the same shall be in writing and shall be sent to the parties at their respective addresses, as stated below, by certified mail, postage prepaid, or shall be sent by a nationally recognized overnight express carrier which delivers only upon the signed receipt of the addressee. The date of notice shall be the date of receipt of notice or the date of refusal of receipt of notice by the addressee or its agent. UNIVERSITY Barry University Attn: Procurement Department 11300 NE 2"d Ave Miami Shores, FL 33161 And to: Barry University Attn: Office of Legal Affairs 11300 NE 2nd Ave Miami Shores, FL 33161 If to Contractor: Garland/DBS, Inc. ; .•. 3800 East 91' Street • • • Cleveland, 01-14410 • .... . . . . .. • • •.. • . • . • .. .. . •.. . • ..•. .• . • .. •.• . • • •• .. . •••• . • •••• • .. .. . 17. Governing Law. The laws of the State of Florida shall govern this Agreement, without giving effect to conflict of law principles. Contractor consents to the exclusive jurisdiction of the courts of the County of Miami -Dade, State of Florida. 18. Non -Exclusivity. Contractor acknowledges that this Agreement is not an exclusive agreement for Contractor to provide the Services at the Facilities for University and University may contract with other contractors to provide the same or substantially similar services.. Both parties understand that the University makes no guarantee of any level or volume of work orders or annual expenditures or amount of expenditures to Contractor. Nothing in this Agreement shall be construed as a guarantee. Page 11 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS 19. Reporting. Contractor shall prepare and submit such reports of its performance and its progress as University may request from time to time. In addition, on a monthly basis, or as reasonably requested by University, Contractor shall provide Report Packets in a format approved by University. 20. Liens. Contractor, and to the extent available under the law, its employees, employees, suppliers , material men, and agents, shall not cause any lien to be filed against the Property, or the underlying real property thereof, and Contractor expressly waives any right of Contractor to file any such lien granted by statute, common law, or otherwise. In the event a lien is filed with respect to any of the Property, or the underlying real property thereof, by any employee or agent of any independent contractor, in connection with any Services provided hereunder, and such lien is not discharged within fifteen (15) days after Contractor is provided written notice of the existence of such lien by University, then, in addition to all of the rights and remedies available to University under this Agreement, University shall have the right to procure the release of such lien by direct payment to the lien holder, bonding off, or otherwise, and Contractor shall be responsible for and indemnify University for all costs, fees (including reasonable attorney's fees) and expenses actually incurred by University in obtaining the release of such lien. Should a Lien be placed by a subcontractor or supplier of Contractor, University shall have the right to audit and verify payments made to subcontractor or supplier by Contractor. If it is determined that Contractor failed to remit funds to subcontractors or suppliers, or otherwise breached its obligations, Contractor sh4H4 e4r the entire cost of such audit. .... . . • .. . •• • • •. • • •41. Fee:Adjustments. Contractor covenants that, throughout the term of this Agreement, it will p.•ovidt'UNi?ersity with its most favorable pricing as compared to any other customer of CQflfitttor's fguirvices similar to the Services. Contractor shall automatically, without notice or • • demtpdd from.TJniversity, extend University the benefit of any reduction in price made by . Cofitt ctor to f iihractor's other customers purchasing services similar to the Services provided • • herpuncjer, artd:sddh reduction shall apply to all Services provided hereunder which have been • • pfoVitrell by Contractor after the date that such reduction was first made available to Contractor's • • otyeristomers • •' Both parties understand that certain disclosures of confidential information, including pricing for Contractor's other customers may be prohibited. 22. Service Level Agreement. During the term of this Agreement, Contractor will agree to the following service standards: (a) Contractor has four (4) categories of response time, as outlined below: Severity Response Target Resolution Normal 2 business days 20 business days Rush 1 business day 3 business days Emergency 2 hours Same day Special Projects 2 business days Based on scope of work; to be specified in Contractor proposal Page 12 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS (b) Response and resolution time may vary based on actual scope of work. (c) If University does not receive an electronic invoice for a work order after ninety (90) calendar days from work completion, the work order will automatically be a cancelled work order and University will have no further obligations to pay for any services that may be performed under the aged work order at any time. (d) For any quotes received by University from contractors other than Contractor, and where another contractor offers a lower pricing for the same scope -of -work, Contractor will match the competing price and offer an incremental 10% discount to the total cost of the quote, or both parties will work in good faith to resolve the pricing discrepancy. 23. Conflict. In the event of any conflict between Exhibits A or B or any proposal hereunder, with the terms of this Agreement, the terms of this Agreement shall control, provided, however, that in the event any obligations of Contractor under Exhibits A or B or any proposal hereunder are greater than in this Agreement, said provisions of Exhibit A or B or the proposal shall control and be binding on Contractor. 24. Counterparts. This Agreement may be executed in two or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one andtll8'same instrument, IN WITNESS WHEREOF, through its representatives who are contract. UNIVERSITY: • the parties herein below execute thivReivice AgfaIvent duly authorized to bind their respecti'v'e organi tatip�ns in • .. .. 0001 q�,'42.14 tSgS, 11.•1 •• CONTRACTOR: By: By: Name: Susan Rosenthal Name: Keil t( ,q . Pc. 124: Title: Vice President for Business & Finance Title:,1 �2 . • • • • .. .. • Page 13 of 16 Continuing Service Agreement for Maintenance and Repair Services Garland/DBS EXHIBIT A SCOPE OF WORK (This Exhibit is a part of the Service Agreement between University and Contractor dated as of April 11, 2016) I. Scope of Work. The Scope of Work shall include the following: A. Contractor shall perform general roof cleaning, waterproofing, maintenance, and repair services on an as -needed basis for University properties. The Scope of Work for all on - demand and emergency work performed shall be billed according to the rates defined in Exhibit B, with a detailed scope and cost breakdown provided to the University in accordance with the terms of this Agreement. B. The Scope of Work for any special projects shall be determined in advance and in writing between the University and the Contractor. A written proposal shall be provided to the Uniymity upon request. • •••• . II..•.••. AcJdibienal Scope of Work. The Scope of Work shall also include: ... • • . . A. sJ iji fishing the necessary labor, materials, supervision, services, tools, equipment, . . transportation,. ilocctrmentation, samples, and all other items necessary to fully perform and corritlett in @vep+°respect the Scope of Work in strict accordance with the full set of contract •. documents, all flcable federal, state, and local requirements, and as specified herein. • • • • •• • • • • B. •All labor and equipment necessary to remove, relocate or demolish the components neces� acy for*the purposes of this Scope of Work. C. Disposing of all resulting debris, including hauling off site and disposing of properly. E. Cleaning all areas affected by dust and construction debris. EXHIBIT B PAYMENTS AND TERMS (This Exhibit is a part of the Service Agreement between University and Contractor dated as of April 11, 2016) Payment Rates. Payment shall be calculated on actual work performed. Travel time to and from the work site shall not be considered time worked. Pricing shall be based on U.S. Communities Contract Number 14-5903. Materials. The cost of materials and supplies required for the work shall be calculated based on U.S. Communities Contract Pricing Contract Number 14-5903. The University may require original invoices with any request for payment. Special Projects. A Not -To -Exceed (NTE) amount/fixed priced proposal shall be provided to University for each work order classified as a special project. A Notice to Proceed will be issued to the Contractor in the form of Purchase Order ("PO") upon approval of the proposal by the University.• • • ' • • • • All proposals provided to University by Contractor will be presented in Gor�r+actor's •••• • • company letterhead and include the following detail sections and breakdatti :�• • • Scope of Work • Inclusions • Exclusions • Equipment • Materials Breakdown • Labor Rate • Labor Hours • Number of Technicians • Markup/Overhead and Profit • Permit Fees (if applicable) • • •• .• • • •••• • • • • • • • • • •• • • • • • • • .• • ••• • • •. • The proposal fee amount for projects shall be inclusive of all costs and expenses including but not limited to labor, material, equipment, plans and permitting. No other compensation will be paid for any work performed unless the University agrees to the additional services in writing. Change Orders. In the event of a change in the Scope of Work, the Contractor's claim for adjustments in the proposal fee are limited exclusively to its actual costs for such changes plus no more than 1 0% for overhead and profit. Overhead and profit is inclusive of supervision, office project management and administrative costs, insurance, transportation, fuel, etc. Payment Terms. I. As a condition precedent to payment by University, Contractor shall: A. Complete the Scope of Work in its entirety, including the correction of any deficiencies. B. Close all open permits and provide the University with a Certificate of Occupancy, or other official document from the relevant governmental entity indicating that the all permits have been satisfactorily closed, if applicable; C. Deliver to the University all warranty documentation, operating manuals, as-builts and other documentation that may be required, if applicable; and D. Deliver to University a complete release of all liens from all subcontractors, suppliers, and anyone else associated with this Project but is independent of the Contractor's firm arising out of this Contract or receipts in full covering all labor, materials and equipment for which a lien could be filed, or a bond satisfactory to University to indemnify the University against such lien; E. Submit a Schedule of Values or detailed invoice for approval by the University; and •••• F. Leave work site clean and free of debris, waste materials, rubbish, • • eel€ con sts fiction equipment, machinery and surplus materials. • • •. • .• ..• • • •.•'1I. • For work the University defines as a special project, University shall pay • • +Con&►•actor.pc.a percentage of work completed less ten percent (1 0%), which shall be . • retained pendirgg completion of the entire Scope of Work. • • • •••• •• III. The payment terms and any applicable completion milestones that shall • compel plyfhedt by the University and the percentages that shall be paid by the University • • shalt be noitualIy agreed upon prior to the issuance of a Purchase Order. • • . •• •• • since 1 895 Garland/DBS, Inc. 3800 East 91st Street Cleveland, OH 44105 Phone: (800) 762-8225 Fax: (216) 883-2055 ROOFING MATERIAL AND SERVICES PROPOSAL Barry University Library Roof Repair Project Date Submitted: 5/3/2016 Proposal #: 25 -FL -160199 MICPA # 14-5903 Purchase orders to be made to Garland/DBS, Inc. re soon Staid Sok;Ions, inc. DBS A SoosKRn y or Gerona triffuOMOS Please Note: The following estimate is being provided according to the pricing established under the Master Intergovernmental Cooperative Purchasing Agreement (MICPA) with Cobb County, GA and U.S. Communities. This estimate should be viewed as the maximum price an agency will be charged under the agreement. Garland/DBS, Inc. administered a competitive bid process for the project with the hopes of providing a lower market adjusted price whenever •••• possible. • • • • • Scope of Work: Base Bid Repairs • • • • • • • • • • • 1. Pressure clean existing roof with Simple Green or TSC Cleaner. • • • •.•- 2. Repair damaged membrane - blistering/ separated and next install wo®tegerboarl Insulation to match height set in insulation adhesive. Install modified b %e,gaeet and - cap sheet per NOA, install 1 way vents on roof. ' • 3. Remove roof of all debris and perform all general house keeping of rooff nestlings, coping caps and drainage systems. • 4. Check and clean out all drain strainers, bowls, scuppers ••• . • 5. Tool out and reseal all caulking at drains, counter -flashing, unit flashing,'penetration• ,••; coping and repair as needed with urethane caulking. 6. Top off all pitch pans in good condition with sealer and prime before coating. 7. Remove and reinstall all deteriorated or missing pitch pans properly fill. 8. Remove all vegetation and repair membrane as needed. 9. Check and seal all lightning protection in place. 10. Check all seams; repair voids and fish mouths with 3 course repairs. 11. Cut and repair all blisters with torch membrane. 12. Replace drains rings and strainers per Addendum #1. 13. Check all base and wall flashings repair any voids with 3 course repair or 1 ply of torch membrane. 14. Check and repair or replace any loose or backed out fasteners in counter -flashing, field, slip flashing, etc. 15. Repair any alligatoring spots with either 3 course or sacrificial torch membrane. • • • • • ••:••• • • • •••• • • • • 16. Check all penetrations and curbs for voided flashings and caulking and repair as needed. 17. Remove old coping and install new coping per Garland Detail and reflash. 18. Provide Garland 15 year warranty on Coping Finsh and Watertightness.\\ Base Bid Total Maximum Price of Line Items under the MICPA: Proposal Price Based Upon Market Experience: $ 105,522 $ 100,000 Potential issues that could arise during the construction phase of the project will be addressed via unit pricing for additional work beyond the scope of the specifications. This could range anywhere from wet insulation, to the replacement of deteriorated wood nailers. Proposal pricing valid through 12/31/2016. 1. Sales and use taxes are excluded. Please issue a Tax Exempt Certificate. 2. Permits are included. 3. Bonds are included. 4. Prevailing Wages are excluded. 5. Any work not exclusively described in the above proposal scope of work is excluded. If you have any questions regarding this proposal, please do not hesitate to call me at my number listed below. Respectfully Submitted, Rea Seitj Ron Seitz Garland/ DBS, Inc.(216) 430-3631 rseitzc garlandind.com •.• • • • •• •••• • • • • •• • •• • • • • • • •• • • • • • •••• • • • • •••• • • •• • •• • • •• •• •••• • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • MASTER AGREEMENT (CONTRACT) PAGE 1 OF I 1 DATE: MASTER AGREEMENT Reference No. Scanned Date: OWNER: COBB COUNTY BOARD OF COMMISSIONERS 100 CHEROKEE STREET MARIETTA, GA 30060 CONTRACTOR: GARLAND/DBS, INC. MOD EAST 91" STREET, CLEVELAND 01.110 44105 WORK: ROOFING SUPPLIES AND SERVICES, WATERPROOFING AND RELATED PRODUCTS AND SERVICES: The undersigned parties understand and agree to comply with and be bound by the entire contents of Sealed Bid p 14-5903 : ROOFING SUPPLIES AND SERVICES, WATERPROOFING AND RELATED PRODUCTS AND SERVICES PROJECT MANUAL (aka, the Contractor's Bid Proposal submitted March 27,2014) which is incorporated here in by reference. Contractor understands and agrees that the bonds and insurance required by the Project Manual are to be kept current at all times through the length of each term and for 90 Days following completion of each term. Bonds and insurance must be renewed and presented to the owner at the time of each renewal term if Owner chooses to renew. Bonds and insurance shall be written by a fine acceptable to the Owner as specified in the Project Manual. TERM: January 1 2015 to December 31.2017, with full renewal options per the Project Manual. Owner shall exercise renewal options by issuance and delivery to Contractor of a written notice to renew this Agreement. PROJECT: ROOFING SUPPLIES AND SERVICES, WATERPROOFING AND RELATED PRODUCTS AND SERVICES in accordance with the Project Manual. PRICE: Price as stated for all schedules included in the Project Manual. BILLING: All original invoices shall be submitted directly to the Cobb County Finance Department. Invoices shall bill only for Work completed during the period covered by the invoice and shall clearly identify such work in accordance with invoicing guidelines in the Project Manual. • • IN WITNESS WHEREOF, this Agreement has been executed by Owner and accepted by Contractor to be effective 4 of tjjd'cjgte first abode' • • written. • • • • • • • • •• • Cobb County Board of Commissioners 100 Cherokee Street Marietta, GA 30060 Cobh Carom'...Ipect the lett Tim Lee, Chairman APPR TO FOR COUNTY ATTORNEY'S OFFICE APPROVED VED PER MINUTES OF CORR COUNTY BOARD OF JOMJVIISSIONERS / • e • • • •• •• • • • • • •• • • • •••• Garle,rid /MI, Inc. • • • • • • • • • •• • • • • • East'r)j; Street Cl land, Ohio •• ••. 195 tit) Date: ()5' FEDERAL TAX ID NUMBER: 27-0288466 Attachment B: Pricing , • • • •••• • •• • • •• • •• • • • • • • •• • • • • • •••• • • • 0 •••• • • •• • • • • • •• •• •••• • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • 466 Cobb County/U.S. Communities Bid #14-5903 • CONFIDENTIAL • Garland/DBS, Inc. All trademarks and registration marks appearing in this document are the property of The Garland Company, Inc. or Garland Canada, Inc., unless specifically noted otherwise. © 2014 by Garland Industries, Inc. Prepared 03/24/14 ••• • • • ••• • • • •• •• • 1 • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • ITB 14-5903 for Roofing Supplies and Services, Waterproofing and Related Products and Services • • • • • • • Attachment B Pricing • •• • • •• - Ltin *WO •. • • • • • • • • • • • •• • • •• • • • • • • • • • • Vii _ . q -OO S.ystens Mitait 1.00 Professional Services 1.01 Full-time Quality Assurance monitoring DAY 600.00 1.02 • • • • Asbestos core testing and analysis (testing only eKcludas labor for sampling •• • . • • ••• • and repair) • • • EA 75.00 1.03 Analysis and evaluation (14" z44" r cAre):(Lalp testini oRll{,.repairs charged at roof repair rates for appropriate system type) EA NSP 1.04 Aerial Roof Survey - Roof Pictures & Drawings Including Geometries, Slope, Calculated Area and Perimeter Measurements EA NSP 1.05 Aerial Wall Survey - Wall Pictures & Drawings Including Geometries, Calculated Area and Perimeter Measurements EA NSP 1.06 Manufacturer Standing Seam Material Quantity Estimating EA NSP 1.07 Nuclear Moisture Survey, Non destructive roof scan 1.07.01 Non destructive roof scan, up to 20 000 SF EA 2,500.00 1.07.02 Non destructive roof scan, over 20,000 SF SF 0.085 1.08 Infrared scanning equipment for rooftop analysis DAY NSP 1.09 Nighttime Infrared scans NIGHT 1,750.00 1.10 Roof investigation (visual roof survey) 1.10.01 Roof investigation, per hour HOUR NSP 1.10.02 Visual Roof Survey up to 20,000 SF EA NSP 1.10.03 Visual Roof Survey over 20,000 SF SF NSP 1.11 Comprehensive report HOUR 100.00 1.12 Manufacturer's Technical Representative Contractor Training Session at Job Start -Up DAILY NSP 1.13 Wind Uplift Testing — Mobilize and provide wind uplift testing per Factory Mutual System Roof Design Manual FM 1-52 EA 3,000.00 1.14 Field / Shop Drawings EA NSP 1.15 Project Building Code Review EA NSP 1.16 Additional and Occasional Services 1.16.01 Architect / Design Professional Services HOUR 125.00 1.16.02 Engineer HOUR 150.00 1.16.03 Structural Analysis / Engineering Services HOUR 125.00 1.16.04 Roof Consultant HOUR 100.00 1.16.05 CAD Draftsman HOUR 60.00 1.17 Laboratory Analysis 1.17.01 Laboratory Fungal Analysis: Cultured Fungi Identification & Enumeration (Not including engineering time for sampling.) EA 300.00 1.17.02 Laboratory Fungal Analysis: Total Fungi Spore Count (Not including engineering time for sampling.) EA 300.00 1.17.03 Laboratory Mold Analysis: Viable Airborne Mold Analysis (Not including engineering time for sampling.) EA 300.00 1.17.04 Laboratory Analysis: Viable Surface Swab or Bulk Substrate Analysis (Not including engineering time for sampling.) EA 300.00 1 of 53 Lfirw iiag _190 g,WO AA v ®a F 1.17.05 Laboratory Analysis: Non -Viable Surface Swab or Bulk Substrate Analysis (Not including engineering time for sampling.) EA 300.00 1.18 Travel Expenses 1.18.01 Per Diem — Meals and Incidentals DAY NSP 1.18.02 Lodging DAY NSP 1.18.03 Mileage on Company / Personal Vehicle MILE NSP 1.18.04 Airfare (Economy) JOB NSP 1.18.05 Vehicle Rental DAY NSP 1.19 Seamer Rental Charges DAY NSP 1.20 Set-up Charges for Metal In -Shop Fabrication EA NSP 1.21 Set-up On -Site Roll Forming EA NSP 1.22 Roof Fastener Pull Tests (As Many as Required per Roof Section) EA NSP 1.23 Wind Uplift Design Calculations EA NSP 1.24 Roof Drainage Capacity Calculations EA NSP 1.25 Roof Edge Metal Calculations - ANSI/SPRI ES -1 Standards EA NSP 1.30 Additional Professional Services 1.30.01 Option 1: Professional Services can be Completed on a Cost Plus Basis % 14% 1.30.02 Option 2: Mark-Up Applicable to R.S. Means Catalogue Pricing % 14% .. ... . . . . . .. . • • . • • • . .. ... .. • • • .. • ... .. ... . • • . . . • . . . . • • • .. . . • • . .. • . . . • . • . • . .. . . .. • • • • •. 1 • . . • ... . • • • ... . . • . • • . • • • • . • ... . • • • • . . . . • . • • . • .. .. • . • .. 00 000 • • . ... . . 2 of 53 ..• . . . ... . • ••• •. • • • •• .• • • • • •. •. •• • • • • • • 000 • • • • • • • • • • • ••• 0 • • • •.• • • LiAhlQl cit° lr o aJl 2.00 Tear -off & DIspo> of:fiebrie: _ : : • • • • . : : I 2.01 SYSTEM TYPeo• ••, ••• ••• •,• •••• BUR W/ Insulation and Gravel Surfacing - Metal Deck SF 1.91 2 02 SYSTEM TYPE n a BUR W/ Insulationd dra:el•S'ucfacing - 4lgpd /'rectum Deck • • SF 1.91 2.03BUR • • SYSTEM TYPE • • • W/ Insulation and Oisel€uifacing - tig►itwefght / Gyp Deck SF 1.91 2.04 SYSTEM TYPE BUR W/ Insulation and Gravel Surfacing - Concrete Deck SF 1.91 2.05 SYSTEM TYPE BUR W/ Insulation and Mineral Surfacing - Metal Deck SF 1.82 2.06 SYSTEM TYPE BUR W/ Insulation and Mineral Surfacing - Wood / Tectum Deck SF 1.82 2.07 SYSTEM TYPE BUR W/ Insulation and Mineral Surfacing - Lightweight / Gyp Deck SF 1.82 2.08 SYSTEM TYPE BUR W/ Insulation and Mineral Surfacing - Concrete Deck SF 1.82 2.11 SYSTEM TYPE Single -Ply W/ Insulation - Metal Deck SF 1.45 2.12 SYSTEM TYPE Single -Ply W/ Insulation - Wood / Tectum Deck SF 1.45 2.13 SYSTEM TYPE Single -Ply W/ Insulation - Lightweight / Gyp Deck SF 1.45 2.14 SYSTEM TYPE Single -Ply W/ Insulation - Concrete Deck SF 1.45 2.21 SYSTEM TYPE Ballasted Single -Ply W/ Insulation - Metal Deck SF 1.78 2.22 SYSTEM TYPE Ballasted Single -Ply W/ Insulation - Wood / Tectum Deck SF 1.78 2.23 SYSTEM TYPE Ballasted Single -Ply W/ Insulation - Lightweight / Gyp Deck SF 1.78 2.24 SYSTEM TYPE Ballasted Single -Ply W/ Insulation - Concrete Deck SF 1.78 2.31 SYSTEM TYPE Coal Tar BUR W/ Insulation and Gravel Surfacing - Metal Deck SF 2.15 2.32 SYSTEM TYPE Coal Tar BUR W/ Insulation and Gravel Surfacing - Wood / Tectum Deck SF 2.15 2.33 SYSTEM TYPE Coal Tar BUR W/ Insulation and Gravel Surfacing - Lightweight / Gyp Deck SF 2.15 3 of 53 L3.1v 11tacui n P b �� - r MR fitI � i viourA 2.34 SYSTEM TYPE Coal Tar BUR W/ Insulation and Gravel Surfacing - Concrete Deck SF 2.15 2.35 SYSTEM TYPE Coal Tar BUR W/ Insulation and Mineral Surfacing - Metal Deck SF 2.15 2.36 SYSTEM TYPE Coal Tar BUR W/ Insulation and Mineral Surfacing - Wood / Tectum Deck SF 2.15 2.37 SYSTEM TYPE Coal Tar BUR W/ Insulation and Mineral Surfacing - Lightweight / Gyp Deck SF 2.15 2.37 SYSTEM TYPE Coal Tar BUR W/ Insulation and Mineral Surfacing - Concrete Deck SF 2.15 2.41 SYSTEM TYPE Metal Roofing System - Metal Deck SF 1.91 2.42 SYSTEM TYPE Metal Roofing System - Wood / Tectum Deck SF 1.91 2.43 SYSTEM TYPE Metal Roofing System - Lightweight / Gypsum Deck SF 1.91 2.44 SYSTEM TYPE Metal Roofing System - Concrete Deck SF 1.91 2.51 SYSTEM TYPE Polyurethane Foam (PUF) Roof W/ Insulation and UV -Resistant Coating - Metal Deck SF 2.31 2.52 SYSTEM TYPE Polyurethane Foam (PUF) Roof W/ Insulation and UV -Resistant Coating - Wood / Tectum Deck SF 2.31 2.53 SYSTEM TYPE Polyurethane Foam (PUF) Roof W/ Insulation and UV -Resistant Coating - Lightweight / Gyp Deck SF 2.31 2.54 SYSTEM TYPE Polyurethane Foam (PUF) Roof W/ Insulation and UV -Resistant Coating - Concrete Deck SF 2.31 .. ... . • . . . .. . • • • • • • •• ... •. • . . •. • •.• .• ... . . • . . . . • . . • • • . •• • • • • • •. . . . • . • . . • • •• • • •• . . • • .. . • • • • .•. . . . • ... . • • . . . • • • • • •.. . • • . • . • . • . . • .• •• • • . .• • ••• • • • ••• • 4 of 53 ... . . . ... . . • •. .. • • • •. •• • . . . •. •• •• • • • • • • • .• • • • • • • • . • • • ••• • • • • ••• • • bithWIXIONECffUai graq r , eria 2.61 :, • . • • • • • SYSTEM TYPE • .. • BUR w/ Gravel�u=faci•tig to thrExistI g Insurin tni lation to be Re -Used) SF 2.23 2.62 SYSTEM TYPE • • • • •• 6" • • BUR w/ Mineral Surfacing to the Existing Insulation (Insulation to be Re -Used) SF 2.19 2.63 SYSTEM TYPE .• ••• •• • • • .• Single-Ply to the Existing kiui tk n ((n iuI itioe t, be Re -Used SF 1.76 2.64 SYSTEM TYPE •.. ... • • • • • •• Ballasted Single -Ply to the Existing Insulation (Insulation to be Re -Used SF 1.38 2.65 SYSTEM TYPE Coal Tar BUR with Gravel Surfacing to the Existing Insulation (Insulation to be Re -Used) SF 2.56 2.66 SYSTEM TYPE Coal Tar BUR with Mineral Surfacing to the Existing Insulation (Insulation to be Re -Used) SF 2.56 2.67 MULTIPLIER - TEAR -OFF & DISPOSE OF DEBRIS Each Additional Roof System •/, 52.000 3.00 Removal & Replacement of Roof Deck 3.11 DECK TYPE Metal Deck SF 5.16 3.12 DECK TYPE Wood Deck SF 5.10 3.13 DECK TYPE Gypsum Deck SF 23.41 3.14 DECK TYPE Concrete Deck SF 22.47 3.15 DECK TYPE Lightweight Deck SF 10.75 3.16 DECK TYPE Tectum Deck SF 10.63 5 of 53 • . • .•. . . • • • • • . • . . • . • .. .. • • . .• •• ••• • • • ••• • • 6 of 53 isriggio ) 4.00 Insulation Recovery Board & Insulations Options 4.11 RECOVERY BOARD TYPE 1/2" Wood Fiber or Perlite Board Installed Over an Existing Roof Adhered in Hot ASTM D 312 Type III or IV Asphalt; Mopped SF 0.75 4.121/2" RECOVERY BOARD TYPE Wood Fiber or Perlite Board Installed Over an Existing Roof Adhered with Insulation Adhesive SF 1.15 4.131/2" RECOVERY BOARD TYPE Wood Fiber or Perlite Board Installed Over an Existing Roof Mechanically Fastened to Roof Deck - Metal Deck SF 0.75 4.14 RECOVERY BOARD TYPE 1/2" Wood Fiber or Perlite Board Installed Over an Existing Roof Mechanically Fastened to Roof Deck - Wood / Tectum Deck SF 0.85 4.15 RECOVERY BOARD TYPE 1/2" Wood Fiber or Perlite Board Installed Over an Existing Roof Mechanically Fastened to Roof Deck - Lightweight / Gypsum Deck SF . 0.85 4.161/2" RECOVERY BOARD TYPE Wood Fiber or Perlite Board Installed Over an Existing Roof Mechanically Fastened to Roof Deck - Concrete Deck SF 0.85 4.21 RECOVERY BOARD TYPE 1/2" Treated Gypsum Insulation Board with Glass-Mat (e.g. DensDeck / Securock / Equal) Installed Over an Existing Roof Adhered in Hot ASTM D 312 Type III or IV Asphalt; Mopped SF 1.31 4.22 RECOVERY BOARD TYPE 1/2" Treated Gypsum Insulation Board with Glass-Mat (e.g. DensDeck / Securock / Equal) Installed Over an Existing Roof Adhered with Insulation Adhesive SF 1.66 4.23 RECOVERY BOARD TYPE 1/2" Treated Gypsum Insulation Board with Glass-Mat (e.g. DensDeck / Securock / Equal) Installed Over an Existing Roof Mechanically Fastened to Roof Deck - Metal Deck SF 1.35 4.24 RECOVERY BOARD TYPE 1/2" Treated Gypsum Insulation Board with Glass-Mat (e.g. DensDeck / Securock / Equal) Installed Over an Existing Roof Mechanically fasteste}1 t: F.bof grit Woo tilovl 0 Tectum Deck SF 1.50 4.25 RECOVERY BOARD TYPt ' 1/2" Treated GypsumInawIltion.eoardtvitZ diass.1171at (e.g. DensDeck / Securock / Equal) Installed Over an Existing Roof Mechanically Fastened to Roof Deck - Lightweight / Gypsum Deck SF 1.50 4.26 RECOVERY BO,MD TYPE •• • • • • 1/2" Treated G7psum insulation Boar; with Ola is-feta t(e.g. DensDeck / Securock / Equal) Installed Over an Existing Roof Mechanic*: Fa �k�ned t. ? of ®ecle- C,or cr IteOeck SF 1.50 4.31 ADDITIONAL PNSULA•rION OPTION'(OVER AN E)(iSTING ROOF) Install 1.0" of Polyisocyanurate Insulation Over an Existing Roof. All Wet Insulation Must be Replaced Prior to Installation of Nevg cgurp of Irsulatjorl, •. • • SF 1.08 • . • .•. . . • • • • • . • . . • . • .. .. • • . .• •• ••• • • • ••• • • 6 of 53 ... . • • ••• • • •.. .. . . . .. •. • . • • •• •• •• . • . • . • ••. • • • . •• . • • • • • •.. . • • • ••• • • Lim OUR) lam' `1'3:4? N "�® WO 4.32 ADDITIONAL INS1JLA 10 j CrI:ON:(6VgR•411 ErKI/TING ROOF) Install 1.5" of PQIyroc}Lanuratt Msula:on Ovir V xis ing Roof. All Wet Insulation Must be Replaced Prior to Installation of New Course of Insolatics • • SF 1.23 4.33 ADDITIONAL INSULATION OPTION (OVER AN EXISTING ROOF) Install 2.0" of PolAsecyaneeate ineula>;ion Aver areExisting Roof. All Wet Insulation Must be Replaced Prior to Installation of New Ours@ Of It &Talon; ;.; . • SF 1.60 4.34 s •_ ADDITIONAL INSUi4T1(al: OZ' 11ORl,(eVVRRAIN RUSTING ROOF) Install 2.5" of Polyisocyanurate Insulation Over an Existing Roof. All Wet Insulation Must be Replaced Prior to Installation of New Course of Insulation SF 1.77 4.35 ADDITIONAL INSULATION OPTION (OVER AN EXISTING ROOF) Add for Cutting New Insulation to Match the Profile of an Existing Metal Roof. SF 1.15 4.41 INSULATION SUBSTITUTION OPTION Deduct for Providing an R -Value of greater than or equal to 10, but less than 15; instead of the Standard R -Value of 20 (Should be Negatively Priced) - All Applications Other Than Metal Roof Systems SF -0.52 4.42 INSULATION SUBSTITUTION OPTION Deduct for Providing an R -Value of greater than or equal to 15, but less than 18; instead of the Standard R -Value of 20 (Should be Negatively Priced) - All Applications Other Than Metal Roof Systems SF -0.26 4.43 INSULATION SUBSTITUTION OPTION: Deduct for Providing an R -Value of greater than or equal to 18, but less than 20 instead of the Standard R -Value of 20 (Should be Negatively Priced) - All Applications Other Than Metal Roof Systems SF -0.12 4.44 INSULATION SUBSTITUTION OPTION: Add for Providing an R -Value of 25 Instead of the Standard R -Value of 20 - All Applications Other Than Metal Roof Systems SF 0.55 4.45 INSULATION SUBSTITUTION OPTION: Add for Providing an R -Value of 30 Instead of the Standard R -Value of 20 - All Applications Other Than Metal Roof Systems SF 1.16 4.46 INSULATION SUBSTITUTION OPTION Substitute 1/2" Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) in Place of the Wood Fiber or Perlite - Adhered in Hot ASTM D 312 Type III or IV Asphalt; Mopped SF 0.63 4.47 INSULATION SUBSTITUTION OPTION Substitute 1/2" Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) in Place of the Wood Fiber or Perlite - Adhered with Insulation Adhesive SF 1.03 7 of 53 UN@ COW tum ,§ iiW Int KW ,§1041a ci, i 4.51 INSULATION SLOPE OPTION Provide a 1/4" Tapered Polyisocyanurate Insulation System while Maintaining the Average R -Value Including Tapered Crickets; Adhered in ASTM D 312 Type III or IV Hot Asphalt; Mopped SF 4.20 4.52 INSULATION SLOPE OPTION Provide a 1/8" Tapered Polyisocyanurate Insulation System while Maintaining the Average R -Value; Adhered in ASTM D 312 Type III or IV Hot Asphalt; Mopped SF 3.11 4.53 INSULATION SLOPE OPTION Provide a 1/4" Tapered Polyisocyanurate Insulation System while Maintaining the Average R -Value Including Tapered Crickets; Adhered with Insulation Adhesive SF 5.43 4.54 INSULATION SLOPE OPTION Provide a 1/8" Tapered Polyisocyanurate Insulation System while Maintaining the Average R -Value; Adhered with Insulation Adhesive SF 4.20 4.55Provide INSULATION SUBSTITUTION OPTION a 1/4" Tapered Insulating Lightweight Concrete System while Maintaining Average R -Value SF 4.20 4.56Provide INSULATION SUBSTITUTION OPTION a 1/8" Tapered Insulating Lightweight Concrete System while Maintaining Average R -Value SF 4.07 4.61 INSULATION ATTACHMENT OPTION: Provide Attachment Pattern in Compliance with FM 1-60 Wind Uplift Instead of FM 1-90 SF -0.08 4.62 INSULATION ATTACHMENT OPTION: Provide Attachment Pattern in Compliance with FM 1-120 Wind Uplift Instead of FM 1-90 SF 0.11 5.011 Coat New Roofing With Elastometicc Coating 5.11 ROOF SYSTEM TYPE Apply an Acrylic Coating per Specifications (1 Gallon per Square per Coat - 2 Coats Required) - Smooth or Mineral Surfaced Modified SF 2.06 5.12 ROOF SYSTEM TYPE Apply an Acrylic Coating per Specifications (1 Gallon per Square per Coat - 2 Coats Required) - Pre -Primed Smooth or Mineral Surfaced QDeI fir• • • • • • • • SF 2.06 5.21 ROOF SYSTEM NPE •: • •. • . • • • • Apply an Urethan eoatk4per•�•pecitacatronc (bGallon per Square per Coat - 2 Coats Required) - Smooth or Mineral Surfaced Modified; With Reinforced Seams SF 4.05 5.22 • • ROOF SYSTEM.TYPF• • • • • • .ac Apply an Urethrn: Coring p /r. peci�cation$ (1G�IIoi per Square per Coat - 2 Coats Required) - Pre -Primed Smooth or Mineral Surfaeed Coal Ter;•Wit, h Reinforced•Sea • •• • • •• • • • • SF 4.05 5.31 ROOF SYSTE1tfTYPE . • • Apply an Aluminum Coating per Specifications (1 Gallon per Square per Coat - 2 Coats Required) - Smooth or Mineral Surfaced Modified , • • • • • • • • • • SF 1.54 • • • ••• • • • • • • • • • • • • • • •• •• • • • •. •. ••• • • • ••• • • 8 of 53 ... • • • ... . . • .. .. .. 4110 • • • • • • • . • • . •• • • • ... • • • • • • • • • • . ... • • . s ... . . ILApp Wail AVE 0 m, mea®"a . Via° lu'» 5.32 ROOF SYSTEM, PP • • :: : • • • . • ; : Apply an Alum1u0 Cdiating prr•Speciication: (j Grit per Square per Coat - 2 Coats Required) - Pre -Primed Smooth or Mineral Surfaced &eal Tar • • ... • • SF 1.54 5.41 ROOF SYSTEM TYPE Apply a Fibered Ali ninurs Coating per Spec'rfrcations (1 Gallon per Square per Coat - 2 Coats Required) - Smooth or Mineral Surfaced Mpaified • • • • ' ' ' • SF 1.72 5.42 • ROOF SYSTEM WJE . • • • . • • : • • .. Apply a Fibered Aluminum Coating per Specifications (1 Gallon per Square per Coat - 2 Coats Required) - Pre -Primed Smooth or Mineral Surfaced Coal Tar SF 1.72 9 of 53 • • • • • • • • .•. • • . . . • • .. •.•• ..• • • . • • • • • • • . . . • •• .• 10 of 53 f1070 6.09 Roof Deck and Insulation Option 6.11 METAL ROOF DECK - HOT APPLICATION -ASTM D 312 TYPE 111 OR IV ASPHALT 6.11.01 INSULATION OPTION: Mechanically Fasten Polyisocyanurate / Hot Mop Wood Fiber or Perlite to Provide an Average R-Value of 20 In Compliance with FM 1-90 Requirements SF 2.84 6.12 WOOD ROOF DECK - HOT APPLICATION - ASTM D 312 TYPE III OR IV ASPHALT 6.12.01 INSULATION OPTION: Mechanically Fasten Polyisocyanurate / Hot Mop Wood Fiber or Perlite to Provide an Average R-Value of 20 In Compliance with FM 1-90 Requirements SF 2.87 6.12.02 INSULATION OPTION: Without Insulation - Must Include Rosin & Mechanically Fasten Glass Base Sheet Installed with FM 1-90 Attachment Patterns SF 0.66 6.13 TECTUM ROOF DECK - HOT APPLICATION - ASTM D 312 TYPE'I11 OR IV ASPHALT 6.13.01 INSULATION OPTION: Mechanically Attach Base Sheet Utilizing FM 1-90 Attachment Patterns & Hot Mop Polyisocyanurate / Hot Mop Wood Fiber or Perlite to Provide an Average R-Value of 20 In Compliance with FM 1-90 Requirements SF 3.82 6.13.02 INSULATION OPTION: Without Insulation - Must Include Rosin & Mechanically Fasten Glass Base Sheet Installed with FM 1-90 Attachment Patterns SF 1.09 6.14 LIGHTWEIGHT CONCRETE /GYPSUM ROOF DECK - HOT APPLICATION - ASTM D 312 TYPE 01 OR IV 6.14.01 • • • • • • • • • • • • • •• •• • • • • INSULATION OPTION: • • • • • • • • • • • • • Must Mechanically Attach a Base Sheet; Hot Mop Polyisocyanurate / Hot Mop Wood Fiber or Perlite to Provide an Average R-Value of 20 In Compliance FM 1-90 Requirements SF 3.47 6.14.02 • .•• .. .•. . • • • • • • • • • • '• • • • : ... . . . ... . . •. O. . .. . • • • .. • • • • • •• •• • • • • •• • •... •• •• • • • •• •• • • ... • • • • ... • • lea MAR lei C ftw.tfut4 tt©Off Awaglim 6.15.01 • • • • • • • • • • • • • • • • • • • • • • • • • '.. •:. '.. •:. '.' .0 INSULATION OPTION: Prime Roof Deck; Hot Mop Polyisocyanurate / Hot Mop Wood Fiber or Perlite to Provide an Average R- Value of 20 In Compliance FM 1-90 Requirements SF 3.09 6.15.02 . "' •• •' ' ••Without • ; •' • • • INSULATION OPTION: •• • ••• •• •• •• •• • Insulation - Prime Roof Deck; Must at Least 1/2" Wood Fiber or Perlite Hot Mopped to Deck In Compliance FM 1-90 Requirements SF 1.06 6.16 METAL ROOF DECK - COLD PROCESS APPLICATION 6.16.01 INSULATION OPTION: Mechanically Fasten Polyisocyanurate / Adhere High Density Asphalt Coated Wood Fiber with Insulation Adhesive to Provide an Average R -Value of 20 In Compliance FM 1-90 Requirements SF 3.22 6.17 WOOD ROOF DECK - COLD PROCESS APPLICATION 6.17.01 INSULATION OPTION: Mechanically Fasten Polyisocyanurate / Adhere High Density Asphalt Coated Wood Fiber with Insulation Adhesive to Provide an Average R -Value of 20 In Compliance FM 1-90 Requirements SF 3.29 6.17.02 INSULATION OPTION: Without Insulation - Must Include Rosin & Mechanically Fasten Glass Base Sheet Installed with FM 1-90 Attachment Patterns SF 0.66 6.18 TECTUM ROOF DECK - COLD PROCESS APPLICATION 6.18.01 INSULATION OPTION: Mechanically Attach Base Sheet & Adhere Polyisocyanurate in Insulation Adhesive / Adhere High Density Asphalt Coated Wood Fiber with Insulation Adhesive to Provide an Average R - Value of 20 In Compliance FM 1-90 Requirements SF 5.07 6.18.02 INSULATION OPTION: Without Insulation - Must Include Rosin & Mechanically Fasten Glass Base Sheet Installed with FM 1-90 Attachment Patterns SF 1.09 11 of 53 ftzx WO nLt I {tea ROO §,yf[-rfig I C� a e al 6.19 LIGHTWEIGHT CONCRETE / GYPSUM ROOF DECK- COLD PROCESS APPLICATION 6.19.01 INSULATION OPTION: Must Mechanically Attach a Base Sheet; Adhere Polyisocyanurate in Insulation Adhesive / Adhere High Density Asphalt Coated Wood Fiber with Insulation Adhesive to Provide an Average R - Value of 20 In Compliance FM 1-90 Requirements SF 5.11 6.19.02 INSULATION OPTION: Without Insulation - Must at Least Mechanically Fasten a Base Sheet to the Roof Deck Installed with FM 1-90 Attachment Patterns SF 0.71 6.20 CONCRETE ROOF DECK - COLD PROCESS APPLICATION 6.20.01 INSULATION OPTION: Adhere Polyisocyanurate in Insulation Adhesive / Adhere High Density Asphalt Coated Wood Fiber with Insulation Adhesive to Provide an Average R - Value of 20 In Compliance FM 1-90 Requirements SF 4.16 6.20.02 INSULATION OPTION: Without Insulation - Must at Least 1/2" High Density Asphalt Coated Wood Fiber Adhered with Insulation Adhesive to Deck In Compliance FM 1-90 Requirements SF 1.38 6.21 METAL ROOF DECK - TORCH APPLIED / SELF -ADHERING APPLICATION 6.21.01 INSULATION OPTION: Mechanically Fasten Polyisocyanurate / Adhere Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) with Insulation Adhesive to Provide an Average R - Value of 20 In Compliance FM 1-90 Requirements SF 3.88 • • • • • • • .. ... .. . . . .. • ••• •. ••• . • • • . . . • . • • • . • •• . • . • • •. • . • • • • • • • • .. • • .• • • • • .. . . . • . ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 12 of 53 4. ... . . . ... . . • •. •• • • • •• .• • • • . •• •• •• • • . •. • •.• • •• • • • • • •• • • .•• • •• •• •• .•. • • • L�11 (l ai 6.22 Lae ,l ' "ae Ysten, �ctiti101T • .• • • .• • • • • WOOD ROOF Ig§K-;TORCI MPLaED I' S f tJ -ApI- ERING APPLICATION • • 6.22.01 . • • •' ... ' • • • ... . • • • • • • • • •• • INSULATION OPTION: • • • •.. •. • • • • • • •• Mechanically Fasten Polyisocyanurate / Adhere Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) with Insulation Adhesive to Provide an Average R- Value of 20 In Compliance FM 1-90 Requirements SF 3.98 6.22.02 INSULATION OPTION: Without Insulation - Must Mechanically Attach 1/2" Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) Installed with FM 1-90 Attachment Patterns SF 1.41 6.23 TECTUM ROOF DECK - TORCH APPLIED / SELF ADHERING APPLICATION 6.23.01 INSULATION OPTION: Mechanically Attach Base Sheet & Adhere Polyisocyanurate in Insulation Adhesive / Adhere Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) with Insulation Adhesive to Provide an Average R -Value of 20 In Compliance FM 1-90 Requirements SF 5.29 6.23.02 INSULATION OPTION; Without Insulation - Must Mechanically Attach 1/2" Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) Installed with FM 1-90 Attachment Patterns SF 1.59 13 of 53 LkP1wIl ) LIGHTWBGHT CONCRETE / GYPSUM ROOF DECK - TORCH APPLIED / SELF ADHERING APPLICATION S :COT 111_lni ff �- ° o � J 6.24 6.24.01 INSULATION OPTION: Must Mechanically Attach a Base Sheet; Adhere Polyisocyanurate in Insulation Adhesive / Adhere Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) with Insulation Adhesive to Provide an Average R -Value of 20 In Compliance FM 1-90 Requirements SF 5.24 6.24.02 INSULATION OPTION: Without Insulation - Must at Least Mechanically Fasten a Base Sheet to the Roof Deck Prior to Installation Installed with FM 1-90 Attachment Patterns SF 2.30 6.25 CONCRETE ROOF DECK - TORCH APPLIED / SELF -ADHERING APPLICATION 6.25.01 INSULATION OPTION: Adhere Polyisocyanurate in Insulation Adhesive / Adhere Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) with Insulation Adhesive to Provide an Average R -Value of 20 In Compliance FM 1-90 Requirements SF 4.72 6.25.02 INSULATION OPTION: Without Insulation - Must Adhere 1/2" Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) in Insulation Adhesive In Compliance FM 1-90 Requirements SF 2.07 .. ••• • • • • . .. • • • . • • • •. ••• •• . • • •. • ••• •• ••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • •• • • •• • • • • •. • . . • • ••• • • • • .•• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 14 of 53 ... . • • ••• . . • •• •• •• • •• .• •. • ••• • • •• •• •• • • • • •• • ••*• • •• • • • •• •• • . . • ••• • • • • • ••• • • Um® W000 Migk l'w-a n° ©e S sten Ma a is 7.00 BUILT-UP MOD ED oqF rim %SOD q*TTAtID AGGREGATE IN HOT ASTM D 312•TYPE ill O8401 ASPHALT! • • • 7.11 ROOF CONFIG\iRAVON • • • • • • • 2 Plies of Glass Felt, Cap Sheet, Flood Coat and Aggregate All In Hot ASTM D 312 Type Ill OR IV Asphalt 7.11.01 •• • •• •• • • •itbOFiI�G MEMBRANE OPTION:Reinforced • • • • • ASTM D 6163 SBS Fiberglass Modified Bituminous Sheet Material Type I - Minimum of 70 Ibf/in tensile SF 3.92 7.11.02 ROOFING MEMBRANE OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type III - Minimum of 220 lbf/in tensile SF 5.10 7.11.03 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 310 lbf/in tensile SF 5.38 7.11.04 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 500 lbf/in tensile SF 6.57 7.11.05 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 600 lbf/in tensile SF 6.85 7.11.06 WARRANTY CHARGES: 30 Year - No Dollar Limit Warranty SF NSP 7.11.07 DEDUCT TO SQUARE FOOT COST - Hot Applied Modified BUR Substitute Additional Glass Felt (Hot Applications) in Place of ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - Minimum of 70 lbf/in tensile (i.e. 3 Ply BUR) SF 0.480 7.11.08 ADD TO PER SQUARE FOOT COST - Hot Applied Modified BUR Each Additional Glass Felt (Hot Applications) Inter -ply Installed SF 0.51 15 of 53 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • •• • • •• • • c • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 16 of 53 8.00 BUILT-UP MODIFIED ROOF WITH FLOOD COAT AND AGGREGATE IN COLD PROCESS ASPHALT 8.71 ROOF CONFIGURATION 2 Plies of Glass Base, Cap Sheet, Flood Coat and Aggregate All in Cold Process Modified Asphalt 8.11.01 ROOFING MEMBRANE OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - Minimum of 70 lbf/in tensile SF 7.19 8.11.02 ROOFING MEMBRANE OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type HI - Minimum of 220 Ibf/in tensile SF 8.48 8.11.03 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 310 lbf/in tensile SF 9.00 8.11.04 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 500 lbf/in tensile SF 10.03 8.11.05 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 600 lbf/in tensile SF 10.44 8.11.06 WARRANTY CHARGES: 30 Year - No Dollar Limit Warranty SF NSP 8.11.08 DEDUCT TO SQUARE FOOT COST - Cold Applied Modified BUR Substitute Additional Glass Base Sheet in Place of ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - Minimum of 70 lbf/in tensile (i.e. 3 Ply BUR) SF -1.010 8.11.09 ADD TO PER SQUARE FOOT COST - Cold Applied Modified BUR Each Additional Glass Base (Cold Applications) Inter -ply Installed SF 0.93 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • •• • • •• • • c • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 16 of 53 ••• • • • ••• • • • •• •• • • • •• 00 • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • Um Mu 6 *Ma gbtWfMRM 0 9.00 BUILT-UP MOD.jI ED: aPO9F fk13:1EFtBDIN WAS PISIM D 312 TYPE IH OR IV ASPHALT -'FLOOD COATeou AGCGREGA Til p&DIFIED COAL TAR PITCH • ••• •. ••• • • 9.11 ROOF CONFIGURATION 2 ply of Glass Feil,S in Hot It, Flood Coat in Modified Coal Tar Pitch and Aggregate 9.11.01 •' • • • •' • • • • • • •' • • • 'ROOFING MEMBRANE & COATING OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - Minimum of 70 lbf/in tensile, Flood Coat in Modified Hot Coal Tar Pitch With 2000% Elongation SF 6.18 9.11.02 ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 220 lbf/in tensile, Flood Coat in Modified Hot Coal Tar Pitch With 2000% Elongation SF 7.27 9.11.03 ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 310 lbf/in tensile, Flood Coat in Modified Hot Coal Tar Pitch With 2000% Elongation SF 7.79 9.11.04 ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 500 lbf/in tensile, Flood Coat in Modified Hot Coal Tar Pitch With 2000% Elongation SF 8.82 9.11.05 ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - 600 lbf/in tensile, Flood Coat in Modified Hot Coal Tar Pitch With 2000% Elongation SF 9.11 9.11.06 COATING OPTION; Add/Deduct for Installing Flood Coat in Cold Process Coal Tar Pitch SF 0.31 9.11.07 WARRANTY CHARGES: 30 Year - No Dollar Limit Warranty SF NSP 17 of 53 >il e - ®.- Y wkami 10.00 BUILT-UP MODIFIED ROOF WITH MINERAL CAP SHEET ADHERED IN HOT ASTM D 312 TYPE 111 OR IV ASPHALT • 10.11 ROOF CONFIGURATION 2 ply of Glass Felt, Mineral Surfaced Cap Sheet, Set In Hot ASTM D 312 Type 111 or IV Asphalt 10.11.01 ROOFING MEMBRANE OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - Minimum of 70 Ibf/in tensile SF 3.87 10.11.02 ROOFING MEMBRANE OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type III - Minimum of 220 Ibf/in tensile SF 4.81 10.11.03 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 310 lbf/in tensile SF 5.15 10.11.04 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 500 lbf/in tensile SF 6.53 10.11.05 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 600 lbf/in tensile SF 6.77 10.11.06 WARRANTY CHARGES: 20 Year - No Dollar Limit Warranty SF NSP •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • •• • • •• • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 18 of 53 ... . . . ... . . • .. •• • • • .• .• • 0 • • . • • • . • • . • 0410 • . • • • • • • •• • • • 4100 • • • • 000 • • LI niJt [q ua i , RC/0 S. sten s 11.00 BUILT-UP MODIVEDPOQF pats P4I EEtAt„A; S=IEET ADHERED IN COLD PROCISS AS$ 4ALT ! • 2 ! 2 11.11 ROOF CONFIGORAYKRt • • • • • • • 2 ply Glass Base, Mineral Cap Sheet, Set in Cold Process Modified Asphalt 11.11.01 •• ••• •• • • • •• •• • i300F1�IG MEMBRANE OPTION: • • • • •• ••• • • • • • •• ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - Minimum of 70 lbf/in tensile SF 5.83 11.11.02 ROOFING MEMBRANE OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type III - Minimum of 220 lbf/in tensile SF 6.94 11.11.03 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 310 Ibf/in tensile SF 7.42 11.11.04 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 500 lbf/in tensile SF 8.70 11.11.05 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 600 lbf/in tensile SF 9.30 11.11.06 WARRANTY CHARGES: 20 Year - No Dollar Limit Warranty SF NSP 19 of 53 . • • •• • • . • • .. . • • . • • . • • • •• . . .. . . . • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 20 of 53 ktArg 4- (Pg? Wit ammo 12.00SHEET 2 -PLY ROOF SYSTEMS -COMBINATIONS OF A BASE PLY & A CAP (TOP PLY) _;2"Y..s`-'(.Tur[-4 .a i,_Y ate.-.; "ASPS_:?..,— _seg^ e T,' tF ,,.— 12.11 ROOF CONFIGURATION 1 Ply Modified Base Sheet Adhered in Hot ASTM D 312 Tvpe 10 or IV Asphalt 12.11.01 BASE PLY OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - 70 lbf/in tensile SF 2.33 12.11.02 BASE PLY OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type III - 220 lbf/in tensile SF 3.04 12.11.03 BASE PLY OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - 310 Ibf/in tensile SF 3.16 12.11.04 PER SQUARE FOOT COST - Hot Applied Modified Multi -ply Systems Each Additional Modified Base Sheet (Hot Applications) Inter -ply Installed SF 2.13 12.12 ROOF CONFIGURATION 1 Ply Mollified Base Sheet Adhered in Cold Process Modeled Asphalt 12.12.01 BASE PLY OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - 70 lbf/in tensile SF 3.01 12.12.02 BASE PLY OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type III - 220 lbf/in tensile SF 3.83 12.12.03 BASE PLY OPTION: .. •.. • . • • • • • • ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - 310 lbf/in tensile SF 3.95 12.12.04 PER SQUARE FOOT CO&T. •Oola� Aipiiiaai Modified Multi -ply Systems Each Additional Mod ifiadiase.S�heel (Cold Zpplications) Inter -ply Installed SF 2.81 12.12.05 PER SQUARE FOOT COST - Cold Applied Modified Multi -ply Systems Substitute Cold.Proeess Adhesive wifia Alternative Solvent Free Adhesive • SF 2.46 . • • •• • • . • • .. . • • . • • . • • • •• . . .. . . . • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 20 of 53 ••. • • • ••• • • • ••• •• •• • • •• •• • •• •• • •• •• •• •• • • • • •• • •••• •• •• • • • • •• • •• •• •• ••• • • •• • ••• • • • 21 of 53 a e ial 12:13 ROOF CONFIGURA ON • • • • • • • • 1 PI y of TorcFatse tBhept I�stalleel with 'T+arath s�amIIratlon 12.13.01 • • • • • • • • • • • BASE PLY OPTION: • • • ' ' • • . SBS Modified Asphalt -Based, Fiberglass Reinforced Torch Base Sheet - Minimum of 80 Ibf/in tensile Torch -Applied Base Sheet (ASTM D 5147) SF 1.66 12.13.02 • • • • • • • • • • • • • BASE PLY OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type III - 210 Ibf/in tensile SF 3.37 12.13.03 PER SQUARE FOOT COST - Torch -Applied Modified Multi -ply Systems Each Additional Torch -Applied Modified Base Sheet Inter -ply Installed SF 1.56 12.14 ROOF CONFIGURATION 1 Ply of Self -Adhering Base Installed Using Self-Adherinq Backing 12.14.01 BASE PLY OPTION: SBS Modified Asphalt -Based, Polyester OR Fiberglass/Polyester OR Fiberglass Reinforced Self -Adhering Base Sheet - Minimum of 50 Ibf/in tensile SF 2.56 12.14.02 PER SQUARE FOOT COST - Self -Adhering Modified Multi -ply Systems Each Additional Self -Adhering Modified Base Sheet Inter -ply Installed SF 2.46 21 of 53 • •. •.• . . . . . .. • • • • • .. ... .. . . . .. • ... •. ••. • • • . • • • • • . • • • • •• • • • • • •. . . • • • • • • • • .• • • •• . . . • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••. • • 22 of 53 12.21 ROOF CONFIGURATION 1 Ply Cap Sheet, Flood Coat and Aggregate Adhered In HotASTM D 312 Type Ill OR IV Asphalt 12.21.01 ROOFING MEMBRANE OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type 1- Minimum of 70 lbf/in tensile SF 2.88 12.21.02 ROOFING MEMBRANE OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type III - Minimum of 220 lbf/in tensile SF 4.37 12.21.03 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type 111 - Minimum of 310 lbf/in tensile SF 4.88 12.21.04 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type 111 - Minimum of 500 lbf/in tensile SF 5.92 12.21.05 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 600 lbf/in tensile SF 6.32 12.21.06 WARRANTY CHARGES: 30 Year - No Dollar Limit Warranty SF NSP • •. •.• . . . . . .. • • • • • .. ... .. . . . .. • ... •. ••. • • • . • • • • • . • • • • •• • • • • • •. . . • • • • • • • • .• • • •• . . . • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••. • • 22 of 53 ... . • • ••• . . • •• •• •• • • •• •• •• • • •• •• •• •• •• • • •• • •••• •• •• •• • . • •• • •• •. •• ••• • •• •• •• ••• • • • fL @gni 112CCP Ma era 12.22 ROOF CONFICURMION 1 Ply Minersl.S.. . • • u+r�ced Cap • : .. .•. • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • . • • •• • • •• • • • • •• • • • • • ••• • • • • •.• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 24 of 53 w U(Jfnja ROOF' ater al 12.23 ROOF CONFIGURATION 1 Ply Cap Sheet, Set In Hot ASTM D 312 Time10or IV Asphalt, Flood Coat & Aggregate In Hot. Modified Coal Tar Pitch 12.23.01 ROOFING MEMBRANE & COATING OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - Minimum of 70 lbf/in tensile, Flood Coat in Modified Hot Coal Tar Pitch With 2000% Elongation SF 3.97 12.23.02 ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 220 lbf/in tensile, Flood Coat in Modified Hot Coal Tar Pitch With 2000% Elongation SF 6.39 12.23.03 ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 310 Ibf/in tensile, Flood Coat in Modified Hot Coal Tar Pitch With 2000% Elongation SF 6.99 12.23.04 ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 500 lbf/in tensile, Flood Coat in Modified Hot Coal Tar Pitch With 2000% Elongation SF 8.18 12.23.05 ROOFING MEMBRANE & COATING OPTION • • • • • • • • • • • • • • • • •• • • ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum 600 lbf/in tensile, Flood Coat in Modified Hot Coal Tar Pitch With 2000% Elongation SF 6.60 12.23.06 • • i • • • • • • • • • • COATING OPTION: Add/Deduct for Installing Flood Coat in Cold Process Coal Tar Pitch SF 0.31 12.23.07 WARRANTY CHARGES: 30 Year - No Dollar Limit Warranty SF NSP .. .•. • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • . • • •• • • •• • • • • •• • • • • • ••• • • • • •.• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 24 of 53 ... • • • •.. • • • • •. . • • . •• 01 • • • • •• •• •• • .• •. • •••• •• •• •• • •• • • • •• •• •• ... • • •• • ... • • . I l) nF3 12.31 ROOF CON FI QN • • • • • • • • . . . . 1 Ply Cao 5:14f . • Flo. d Coal end Aygregal.e Ad.e . d in Cold Process Modyied AeohaiTi 12.31.01 • •. • .. ... • • ROOFING MEMBRANE OPTION: .. ••• •• • • • •. . ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - Minimum of 70 lbf/in tensile SF 4.73 12.31.02 • ' '. • ' •ASTM • • • • • • • • • • ItOOPMG MEMBRANE OPTION: D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type III - Minimum of 220 lbf/in tensile SF 6.24 12.31.03 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 310 lbf/in tensile SF 6.76 12.31.04 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 500 lbf/in tensile SF 7.80 12.31.05 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 600 lbf/in tensile SF 8.20 12.31.06 WARRANTY CHARGES: 30 Year - No Dollar Limit Warranty SF NSP 12.31.07 PER SQUARE FOOT COST - Cold Applied Modified BUR Substitute Cold Process Adhesive with Alternative Solvent Free Adhesive SF 4.79 25 of 53 w 41,0111ft. 12.32 ROOF CONFIGURATION 1 Ply Mineral Surfaced Cap Sheet Adhered In Cold Process Modified Asphalt 12.32.01 ROOFING MEMBRANE OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - Minimum of 70 lbf/in tensile SF 2.47 12.32.02 ROOFING MEMBRANE OPTION: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type III - Minimum of 220 lbf/in tensile SF 4.69 12.32.03 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 310 Ibf/in tensile SF 5.20 12.32.04 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 500 lbf/in tensile SF 7.40 12.32.05 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 600 lbf/in tensile SF 0.05 12.32.06 WARRANTY CHARGES: 20 Year - No Dollar Limit Warranty SF NSP 12.32.07 PER SQUARE FOOT COST - Cold Applied Modified BUR Substitute Cold Process Adhesive with Alternative Solvent Free Adhesive SF 2.56 •• •.• • • • • • •• • • • • • • • • • .• ••• •• • • • •. • .•. •• ••• • • • • • • • • • • • • • •• • • • • • •. • • • • • • • • • •• • • •• • • • • ••_, • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 26 of 53 ... . . . ... . . ••• •• • • • •• •. • • • • •• •• • • • • • 410411 • • • • •• • • •• •• • • • • • • •.• • • • • ••• • • ilBmxa (dui CL -)1(4 '"i} �r uUnR ° airr 12.33 ROOF CONFIGURMION • • • • • • • • 1 Pty Cap Sha Set in et).... Process Apha•lt. F o3d Coat & Aggregate in Cold Applied Modified Coal Tar Pitch • and Aggregate• • • • • • • 12.33.01 • •. • • e oR®OF11IG tiA111E511ANE & COATING OPTION: • • • • • • ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type I - Minimum of 70 Ibf/in tensile SF 5.23 12.33.02 • - • • • •. • • • • . - • • ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 220 lbf/in tensile SF 6.74 12.33.03 ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 310 lbf/in tensile SF 7.26 12.33.04 ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 500 lbf/in tensile SF 8.30 12.33.05 ROOFING MEMBRANE & COATING OPTION ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum 600 lbf/in tensile SF 8.70 12.33.06 WARRANTY CHARGES: 30 Year - No Dollar Limit Warranty SFNSP 12.44 ROOF CONFIGURATION 1 Ply of MI �- x. ' .Ant. ,. • rch ., • :, - • Sh z:1 Installed with Torch APPlicagon ._ 12.41.01 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum 300 lbf/in tensile Torch -Applied Membrane SF 5.78 12.41.02 WARRANTY CHARGES: 20 Year - No Dollar Limit Warranty SF NSP 12.42 ROOF CONFIGURATION 1 Ply of Torch Applied Can Sheet Installed with Torch Application and Finished with a Flood Coat & Aggregate In Cold Process Modified Asphalt 12.42.01 ROOFING MEMBRANE OPTION: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - Minimum of 300 Ibf/in tensile Torch -Applied Membrane SF 7.64 12.42.02 WARRANTY CHARGES: 30 Year - No Dollar Limit Warranty SF NSP 12.42.03 PER SQUARE FOOT COST - TORCH APPLIED ROOF Each Additional Torch Applied Base Sheet Inter -Ply Installed SF 1.56 27 of 53 •• ••• • • • • • •• • • • • • • • • 6 ••• •• • • • •• • • • ••• •• ••• • • • • • • • • • • • • • • •• • 6 • • • •• • • • • • • • • • • •• • • •• • • • • •• • • • • • ••• • • 6 • ••• • • • • • • • • 6 t • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 28 of 53 grit cep goo 6�l 12.51 ROOF CONFIGURATION 1 Ply of Mineral Surfpced. Self -Adhering Cap Sheet Installed Using Self -Adhering Bacidnq 12.51.01 ROOF CONFIGURATION OPTION: ASTM D 6161 (Polyester) OR 6162 (Fiberglass/Polyester) OR 6163 (Fiberglass) Self -Adhering Reinforced Modified Bituminous Sheet Material Type III - Minimum of 130 Ibf/in tensile SF 4.51 12.51.02 WARRANTY CHARGES: 20 Year - No Dollar Limit Warranty SF NSP 12.51.03 PER SQUARE FOOT COSTS - EACH ADDITIONAL SELF -ADHERING BASE PLY SHEET INSTALLED SBS Polyester OR Fiberglass/Polyester OR Fiberglass Reinforced Self -Adhering Base Sheet - 50 lbf/in tensile SF 2.46 12.61 ROOF CONFIGURATION 1 Ply Fleece -Back Polymeric Cap Sheet (Top Ply) Adhered In Hot. ASTM D 312 Type III OR IV Asphalt with Heat Welded Seams 12.61.01 POLYMERIC TOP PLY OPTION: ASTM D 6754 - Ketone Ethylene Ester (KEE) - 50 Mil Thickness SF 6.19 12.61.02 POLYMERIC TOP PLY OPTION: ASTM D 6754 - Ketone Ethylene Ester (KEE) - 60 Mil Thickness SF 7.08 12.61.03 WARRANTY CHARGES: 25 Year - No Dollar Limit Warranty SF NSP 12 62 ROOF CONFIGURATION 1 Ply Fleece -Back Polymeric Cap Sheet (Top Ply) Adhered in Membrane Adhesive with H ::. W- ! y s 1 12.62.01 POLYMERIC TOP PLY OPTION: ASTM D 6754 - Ketone Ethylene Ester (KEE) - 50 Mil Thickness SF 5.80 12.62.02 POLYMERIC TOP PLY OPTION: ASTM D 6754 - Ketone Ethylene Ester (KEE) - 60 Mil Thickness SF 6.98 12.62.03 WARRANTY CHARGES: 25 Year - No Dollar Limit Warranty SF NSP 12.62.04 PER SQUARE FOOT COST - Cold Applied Fleece -Back Polymeric Cap Sheet (Top Ply) Substitute Membrane Adhesive with Cold Applied Asphalt Adhesive SF 0.72 12.62.05 PER SQUARE FOOT COST - Cold Applied Fleece -Back Polymeric Cap Sheet (Top Ply) Substitute Membrane Adhesive with Solvent -Free Asphalt Adhesive SF 1.98 •• ••• • • • • • •• • • • • • • • • 6 ••• •• • • • •• • • • ••• •• ••• • • • • • • • • • • • • • • •• • 6 • • • •• • • • • • • • • • • •• • • •• • • • • •• • • • • • ••• • • 6 • ••• • • • • • • • • 6 t • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 28 of 53 ••• • • • ••• • • ••• •• • • • •• •• • • • • •• • •• • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • Iktmo Ogffit Re { Wk. 4C1 13.00 BUILT-UPROOF FOOD Cfl11, IID AGGREGATE IN MODIFIED HQt b01 TARh'feCH • • • • • • • 13.11 ROOFCON QN •• ••• •• 1 Ply of Glass Base, 3 Piles of Polyester Mat or 4 ply of Coal Tar Felts In Modified Hot Coal Tar Pitch (CTP), [Insulation & Glass Base] Set In Hot ASTM D 312 Type III or IV Asphalt 13.11.01 • ®�' • • • • • • • • • •Saturated • • • • • • ••• ••• Me CONFIGURATION OPTION: 4 -Ply ASTM D 4990 Type I Coal Tar Felts in Modified Coal Tar Pitch; Modified CTP with 2000% Elongation SF 11.20 13.11.02 ROOF CONFIGURATION OPTION: 3 -Ply Continuous Filament Polyester Mat (5.0 oz./yd2) in Modified Coal Tar Pitch; Modified CTP with 2000% Elongation SF 10.80 13.11.03 WARRANTY CHARGES: 20 Year - No Dollar Limit Warranty SF NSP 13.11.04 PER SQUARE FOOT COST - SUBSTITUTE STANDARD COAL TAR PITCH Add/Deduct for Using Standard Coal Tar Pitch Instead of Modified Coal Tar Pitch SF -2.89 13.11.05 PER SQUARE FOOT COST - SUBSTITUTE COLD PROCESS MODIFIED COAL TAR PITCH FOR FLOOD COAT Add/Deduct for Using Cold Process Modified Coal Tar Pitch for Flood Coat Instead of Hot Modified Coal Tar Pitch SF -0.23 14.00 METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2) 14.11 INSULATION OPTIONS FOR ARCHITECTURAL STANDING SEAM ROOF INSTALLATION OVER SUBSTRATE 14.11.01 INSULATION OPTION: Architectural Application - No Insulation; 30 lbs. Felt Underlayment Over Deck SF 0.65 14.11.02 INSULATION OPTION: Architectural Application - No Insulation - WOOD DECK: Class A Fire -Retardant Underlayment SF 3.22 14.11.03 INSULATION OPTION: Architectural Application - Minimal Insulation - WOOD OR METAL DECK: Must Have 1/2" Treated Gypsum Board with Glass -Mat (e.g. DensDeck / Securock / Equal); & 40 mil Self -Adhering Underlayment SF 3.48 14.11.04 INSULATION OPTION: Architectural Application - Mechanically Fasten Polyisocyanurate to Provide an Average R -Value of 20; with 40 mil Self -Adhering Underlayment SF 3.72 14.11.05 INSULATION OPTION: Structural Application Over Open Framing; Over Retrofit Framing; Over an Existing Roof Using Steel Furring - No Insulation SF 1.66 29 of 53 Oft Maul UrAt §:pgi Wi ` o o 14.11.06 INSULATION OPTION: Structural Application Over Open Framing or Over Retrofit Framing - Fiberglass Batten Insulation with an R- Value of 30 SF 2.12 14.11.07 INSULATION OPTION: Structural Application Over Retrofit Framing - Loose Laid Fiberglass Blanket on Existing Deck with an R-Value of 30 SF 2.10 14.11.08 INSULATION OPTION: Structural Application Over an Existing Roof Using Steel Furring - Fiberglass Batten Insulation with an R- Value of 20 SF 2.95 14.11.09 INSULATION OPTION: Structural Application Over an Existing Roof Using Steel Furring - Mechanically Fastened Polyisocyanurate on Existing Roof with an R-Value of 20 SF 3.58 • •• ••• • • • • • •• • • • • • • • 0 •• ••• •• • • • •• • ••• b• ••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • •• • • •• • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • 0 • •• •• • • • •• •• ••• • • • ••• • • 30 of 53 ••• • • • ••• • • • •• •• • • • 0• •• • • • • • • • • • • • • •• ••• • • • • • • • • •• • • • ••• • • • • ••• • • 31 of 53 �i"1LR ACDCF Stems weowfig 14.21 ROOF CONFRIURAAIoN • • • • • •• • • • • Arahitectural,or:Structvral %• ndh!g Seam • • • • • S2stem; Seam Height At or Above 2" 14.21.01 "- ••• " ,• ••• • • THICKNESS OPTION: Bare Aluminum Panel Price - 0.032" Aluminum, 18" - 19" Wide Panels SF 5.00 14.21.02 •• ••• •• • . . • •• • • . . .. . THICKNESS OPTION: Add for Bare Aluminum 0.040" Aluminum , 18" - 19" Wide Panels SF 0.70 14.21.03 • • • • • • • • • • • • • PANEL WIDTH OPTION: Add for 12" - 13" Panel Width - Aluminum SF 1.25 14.21.04 PANEL WIDTH OPTION: Add for 16" - 17" Panel Width - Aluminum SF 0.60 14.21.05 PANEL WIDTH OPTION: Add for 24" - 25" Panel Width - Aluminum SF 0.20 14.21.06 THICKNESS OPTION: Bare Gaivalume Coated Steel or Equal Panel Price - 24 Ga, 18" - 19" Wide Panels SF 4.35 14.21.07 THICKNESS OPTION: Bare Gaivalume Coated Steel or Equal Panel Price - 22 Ga, 18" - 19" Wide Panels SF 5.25 14.21.08 PANEL WIDTH OPTION: Add for 12" - 13" Panel Width - Gaivalume Coated Steel or Equal SF 1.15 14.21.09 PANEL WIDTH OPTION: Add for 16" - 17" Panel Width - Gaivalume Coated Steel or Equal SF 0.35 14.21.10 PANEL WIDTH OPTION: Add for 24" - 25" Panel Width - Gaivalume Coated Steel or Equal SF -0.25 14.21.11 COLOR OPTION: Add for Standard Colors - Fluorocarbon Paint System Over Aluminum or Gaivalume Coated Steel Or Equal SF 1.05 14.21.12 COLOR OPTION: Add for Designer Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 1.25 14.21.13 COLOR OPTION: Add for Premium or Custom Colors - Fluorocarbon Paint System Over Aluminum or Gaivalume Coated Steel Or Equal SF 1.50 14.21.14 THICKNESS OPTION: Stainless Steel Panel Price - 24 Ga , 18" - 19" Wide Panels SF 15.25 14.21.15 THICKNESS OPTION: Stainless Steel Panel Price - 22 Ga, 18" - 19" Wide Panels SF 18.10 31 of 53 um@ lion LA t y117U1r "°°fig s s 14.21.16 PANEL WIDTH OPTION: Add for 12" - 13" Panel Width - Stainless Steel SF 3.80 14.21.17 PANEL WIDTH OPTION: Add for 16" - 17" Panel Width Stainless Steel SF 1.25 14.21.18 PANEL WIDTH OPTION: Add for 24" - 25" Panel Width Stainless Steel SF 0.25 14.21.19 THICKNESS OPTION: Copper Panel Price - 16 oz,18" - 19" Wide Panels SF 16.50 14.21.20 THICKNESS OPTION: Copper Panel Price - 20 Oz, 18" - 19" Wide Panels SF 20.00 14.21.21 PANEL WIDTH OPTION: Add for 12" - 13" Panel Width - Copper SF 4.00 14.21.22 PANEL WIDTH OPTION: Add for 16" - 17" Panel Width - Copper SF 1.40 14.21.23 PANEL WIDTH OPTION: Add for 24" - 25" Panel Width - Copper SF 0.30 14.21.24 THICKNESS OPTION: Zinc Panel Price - 0.032", 18" - 19" Wide Panels SF 15.21 14.21.25 THICKNESS OPTION: Zinc Panel Price - 0.040", 18" - 19" Wide Panels SF 18.08 „ 14.21.26 PANEL WIDTH OPTION: Add for 12" - 13" Panel Width - Zinc SF 3.87 14.21.27 PANEL WIDTH OPTION: Add for 16" - 17" Panel Width - Zinc SF 1.25 14.21.28 PANEL WIDTH OPTION: Add for 24" - 25" Panel Width - Zinc SF 0.25 14.21.29 PANEL INSTALLATION OPTION: Architectural Application Installed Over a Deck At or Above 3:12 Slope SF 5.02 14.21.30 PANEL INSTALLATION OPTION: Architectural Application - Installed Over a Deck Below 3:12 Slope SF 4.09 14.21.31 • • • - • • • • • • •- • • 'ANg . INSTALLATION OPTION: Structural Application - Installed Over Open Framing At or Above 3:12 Slope SF 5.02 14.21.32 • • • • • • • • • • • • • • 6A11IEt. INSTALLATION OPTION: Structural Application - Installed Over Open Framing Below 3:12 Slope SF 4.09 14.21.33 • : • • : •• • • • : •• • • • • ;. • • • • • • • • : QA11E.IQISTALLATION OPTION: • • • • • •• • • • • Structural Application - At or Above 3:12 Slope - stem Installed Over Retrofit Framing System SF 12.13 14.21.34 ••• • • • • • • • • • • • • ••• PANEL INSTALLATION OPTION: ••• • • • • • • • • Structural Application - Installed Over Retrofit Framing System Below 3:12 Slope SF 10.93 • • •• •• • • • •• •• 0•• • • • ••• • • 32 of 53 ... • . . •.. . • ••. •. • • • •• •. • • • • • •• • •• • • • • • •.•• • • • •• ••• • •• • • •• • • . • . ... • • 33 of 53 lJo m ROOF • •. : • . • . • • • • • :. • • • • - • . . • • Structural Application - Installed Over 14.21.35 • ' •• •' • • • . •' ' • . • ••. QAISEP II3STALLATION OPTION: . • Existing Roof Using Steel Furring At or Above 3:12 Slope SF 6.32 Structural Application - Installed Over 14.21.36 • •• • • • • • • • PANS; INSTALLATION OPTION: Existing Roof Using Steel Furring Below SF 4.87 • •_ • • 3:12 Slope 14.21.37 _ WARRANTY CHARGES: 30 Year - No Dollar Limit Warranty SF NSP 33 of 53 lLfw..0 44 '1 -1w1 -4M ''AiegAdl 14.31 ROOF CONFIGURATION Architectural or Structural Standing Seam Roof System; Seam Height At or Above 1" Below r; Aluminum Panels 14.31.01 THICKNESS OPTION: Bare Aluminum Panel Price - 0.032" Aluminum, 18" Wide Panels SF 3.900 14.31.02 THICKNESS OPTION: Add for Bare Aluminum 0.040" Aluminum , 18" Wide Panels SF 0.850 14.31.03 PANEL WIDTH OPTION: Add for 12" Panel Width - Aluminum SF 0.600 14.31.04 PANEL WIDTH OPTION: Add for 16" Panel Width - Aluminum SF 0.350 14.31.05 THICKNESS OPTION: Bare Galvalume Coated Steel or Equal Panel Price - 24 Ga, 18" Wide Panels SF 3.500 14.31.06 THICKNESS OPTION: Bare Galvalume Coated Steel or Equal Panel Price - 22 Ga, 18" Wide Panels SF 4.300 14.31.07 PANEL WIDTH OPTION: Add for 12" Panel Width Galvalume Coated Steel or Equal SF 0.750 14.31.08 PANEL WIDTH OPTION: Add for 16" Panel Width Galvalume Coated Steel or Equal SF 0.250 14.31.09 COLOR OPTION: Add for Standard Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 0.950 14.31.10 COLOR OPTION: Add for Designer Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 1.150 14.31.11 COLOR OPTION: Add for Premium or Custom Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 1.400 14.31.12 THICKNESS OPTION: .. ... . . . •• •• _• Stainless Steel Panel Price - 24 Ga , 18" Wide Panels SF 14.750 14.31.13 •Stainless • • • THICKNESS OPTION: • • • • Steel Panel Price - 22 Ga, 18" Wide Panels Add for 12" Panel Width - Stainless Steel SF SF 17.600 3.800 14.31.14 J 0 •• : • • . •••• •• PANEL WIDTH OPTION: 14.31.15 • • •. .. • •. • • PANEL WIDTH OPTION: • • • • • • • • • Add for 16" Panel Width -Stainless Steel SF 1.250 14.31.16 • • • •• • • • • • • • • • • • • • • • THICKNESS OPTION: • • • • • • • • • • • • • Mb Copper Panel Price -16 oz,18" Wide Panels SF 16.100 14.31.17 THICKNESS OPTION: Copper Panel Price - 20 Oz, 18" Wide Panels SF 19.750 14.31.18 • • • •• •• •• •• • • • •• •• PANEL WIDTH OPTION: • • • • • • • • Add for 12" Panel Width - Copper SF 4.000 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 34 of 53 ••• • • • •• •• •• • • • ••• • • •• •• • •• •••• • • • • • ••• • • • • ••• • • ••• •• • • • • • • • • • •• • • ••• • • 35 of 53 IUGA�IfS:U 14.31.19 " • • • • • • • • +.....' PANEL WIDTH OPTION: • • • P Add for 16" Panel Width - Copper SF 1.400 . 14.31.20 • '•• • • ••• •• ••• • ••• • • • • ••• •••Zinc THICKNESS OPTION: Panel Price - 0.032", 18" Wide Panels SF 14.950 14.31.21 "• • "' • • " • •• ' • •• THICKNESS OPTION: • • Zinc Panel Price - 0.040", 18" Wide Panels SF 17.850 14.31.22 ' • • • • • • • • • • • • PANEL WIDTH OPTION: Add for 12" Panel Width - Zinc SF 3.800 14.31.23 PANEL WIDTH OPTION: Add for 16" Panel Width - Zinc SF 1.250 14.31.24 PANEL INSTALLATION OPTION: Architectural Application - Installed Over Substrate At or Above 3:12 Slope SF 5.02 14.31.25 PANEL INSTALLATION OPTION: Architectural Application - Installed Over Substrate Below 3:12 Slope SF 4.09 14.31.26 PANEL INSTALLATION OPTION: Structural Application - Installed Over Open Framing At or Above 3/12 Slope SF 5.02 14.31.27 PANEL INSTALLATION OPTION: Structural Application - Installed Over Retrofit Framing System At or Above 3:12 Slope SF 12.13 14.31.28 PANEL INSTALLATION OPTION: Structural Application - Installed Over Existing Roof Using Steel Furring At or Above 3:12 Slope SF 6.32 14.31.29 WARRANTY CHARGES: 20 Year - Limited Warranty SF NSP 35 of 53 LW jl �ti iit4:51W n' t ROO stem MW 14.49 ROOF CONFIGURATION Architectural Standing Seam Roof System; Seam Height Below 1" 14.41.01 THICKNESS OPTION: Bare Aluminum Panel Price - 0.032" Aluminum, 14.5" Wide Panels SF 4.45 14.41.02 THICKNESS OPTION: Add for Bare Aluminum 0.040" Aluminum, 14.5" Wide Panels SF 5.30 14.41.03 THICKNESS OPTION: Bare Galvalume Coated Steel or Equal Panel Price - 24 Ga, 14.5" Wide Panels SF 4.33 14.41.04 THICKNESS OPTION: Bare Galvalume Coated Steel or Equal Panel Price - 22 Ga, 14.5" Wide Panels SF 4.86 14.41.05 COLOR OPTION: Add for Standard Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 0.90 14.41.06 COLOR OPTION: Add for Designer Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 1.15 14.41.07 COLOR OPTION: Add for Premium or Custom Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 1.25 14.41.08 THICKNESS OPTION: Stainless Steel Panel Price - 24 Ga, 14.5" Wide Panels SF 15.01 14.41.09 THICKNESS OPTION: Stainless Steel Panel Price - 22 Ga, 14.5" Wide Panels SF 17.72 14.41.10 •• ••• • • • • • •• THICKNESS OPTION: Copper Panel Price - 16 Oz., 14.5" Wide Panels SF 16.19 14.41.11 • • • • ' "' • •• ' ' 0 • • ' • THICKNESS OPTION: Copper Panel Price - 20 Oz., 14.5" Wide Panels SF 19.81 14.41.12 • ••• • • ••• • •• • ••• • • • • • THICKNESS OPTION: • Zinc Panel Price - 0.032" , 14.5" Wide Panels SF 15.41 14.41.13 • •• • • • • • • • • • • • • • • • • • •• • • • • • • • •• THICKNESS OPTION: Zinc Panel Price - 0.040", 14.5" Wide Panels SF 18.28 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 36 of 53 ... . . . ... . • • •• •• • • • •. •• • •• • • •• •• • • • • • • •• • •••• • •• • • • • •• • •• •• •• ••• • • •• •• ••• • • • 37 of 53 oo, Maerial 14.41.14 •• • . • •• • • •• • • •-• ••; • • ;•• : 1 RANEI:I4STALLATION OPTION: • • • • • • • • • • ••• •• ••• • • Architectural Application -Installed Over Substrate At or Above 3:12 Slope SF 5.02 14.41.15 PANEL INSTALLATION OPTION: Architectural Application - Installed Over Substrate Below 3:12 Slope SF 4.09 14.41.16 • • _ • • • • • • • • • • WARRANTY CHARGES: 15 Year - Limited Warranty SF NSP 14.51 ROOF CONFIGUf TION• •• • • Flat Seam Metai•Itoof Nigel ! 8''Nyltley 31 «INNe 14.51.01 INSULATION OPTION: 3/4" of Expanded Polystyrene (Minimum 1.5 lbs/cft) - Includes Panel and Installation of Roof System SF 10.49 14.51.02 INSULATION OPTION: Mechanically Fastened Polyisocyanurate with an Average R Value of 20 - Includes Panel and Installation of Roof System SF 12.49 14.51.03 UNDERLAYMENT OPTION: Add Install 40 mil self-adhesive membrane as an Underlayment SF 1.27 14.51.04 PANEL WIDTH OPTION: Add/Deduct for 6' Wide Option SF 0.57 14.51.05 PANEL WIDTH OPTION: Add/Deduct for 10' Wide Option SF 0.00 14.51.06 PANEL WIDTH OPTION: Add/Deduct for 12' Wide Option SF -1.00 14.51.07 WARRANTY CHARGES: 15 Year - Limited Warranty SF NSP 37 of 53 • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 3• ••• • • • ••• • • 38 of 53 . teria 15110 RESTORATIONS - RECOATING OF EXISTtNG ROOF SYSTEMS 15.11 RESATURATION OF ASPHALT ROOF SYSTEMS Wet Vac Roof to Remove Aggregate, Apply Cold Applied Modified Asphalt Flood Coat & New Aggregate as Specked - Coating Applied at 6-8 Gallons per Sq. w/ New Gravel (New Flashings also Required Separate Line Item) SF 4.59 15.12 RESATURATION OF COAL-TAR PITCH ROOF SYSTEMS Wet Vac Roof to Remove Aggregate, Apply Cold Applied Modified Coal Tar Flood Coat & New Aggregate as Specified Applied at 6-8 Gallons per Sq. w/ New Gravel (New Flashings also Required Refer to Flashing Line Item) SF 5.83 15.21 ELASTOMERIC RESTORATIVE COATING FOR METAL ROOF SYSTEMS Power Wash & Clean with TSP; Use Portable Blowers to Clear Roof of Moisture; Prime, then Install Base Coat / Top Coat as Specified Elastomeric Restorative Coating (2 Gallons per Sq.); Rust Inhibitive Primer (Primer 1/2" Gallon to 1 Gallon per Sq.) SF 5.38 15.22 ELASTOMERIC URETHANE COATING FOR SINGLE-PLY ROOF SYSTEMS Power wash & Clean with TSP or Simple Green, Use Portable Blowers the Clear the Roof of Moisture; Install Base Coat / Top Coat as Specified (Urethane 2 Gallons per Sq.) SF 4.71 15.23 ELASTOMERIC URETHANE COATING FOR SMOOTH OR MINERAL SURFACED MODIFIED ROOFS Power wash & Clean with TSP or Simple Green; Use Portable Blowers the Clear the Roof of Moisture; Install Base Coat / Top Coat as Specified (Urethane 2 Gallons per Sq.) SF 5.43 15.24 LINEAR FOOT COST - REINFORCE SEAMS OF UREATHANE RESTORATION SYSTEM Add/Deduct for Reinforcing the Seams when Using an Elastomeric Urethane Coating; Seams Need 2 1/2" Gallons per Sq. w/ Reinforcement. LF 2.72 15.31 ELASTOMERIC ASPHALT-BASED LIQUID APPLIED MEMBRANE SYSTEM FOR SMOOTH OR MINERAL SURFACED ROOFS Power Wash and Prime then Install Base Coat / Top Coat as Specified with Reinforced Seams - Restoration Coating SF 5.26 16.00 INSTALLATION OF SHAKE, TILE, OR SHINGLE ROOF SYSTEMS 16.11 INSTALL NEW THREE-TAB SHINGLE ROOF SYSTEM - New Three-Tab Shingles with Base Sheet as an Underlayment; Install Self-Adhering Underlayment on All Eaves, Peaks & Valleys SF 4.84 16.12 REPLACING ARCHITECTURAL SHINGLE ROOF SYSTEM - New Dimensional Shingle Roof System with Base Sheet as an Underlayment, Install Self-Adhering Underlayment on All Eaves, Peaks & Valleys SF 5.31 16.13 INSTALL NEW DIMENSIONAL SHINGLE ROOF SYSTEM - New Dimensional Shingle Roof System with Base Sheet as an Underlayment; Install Self-Adhering Underlayment on All Eaves, Peaks & Valleys SF 5.27 16.21 INSTALL NEW G l5AI VokdRobE $YiT6a` New Cedar Shake.Roof £ str m.&wivt blasls.5'he'ebas an Underlayment; Install Self-Adhering Underlayment on All Eaves, Peaks &Valleys••' ••• s•• '•' : : ••' SF 11.70 16.31 INSTALL NEW BARREL CLAY/CEMENT TILE ROOF SYSTEM - New Barrel Clay/Cement Tile Roof System with Base Sheet as an Underlayment; Install Self-Adhering Underlayment on All Eaves, P4aks'4 Valleys• •; • • • • • • • SF 16.54 16.41 REPLACING %WE:MIL; FipcF STSTgM•--• • : o New Slate Til �; Gof item Ovitrl Bate Sheeteat Vhollnderlayment; Install Self-Adhering Underlayment on All Eaves, Peaks & Valleys SF 17.27 17.00 FULLY ADHERED SINGLE-PLY ROOF SYSTEMS • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• 3• ••• • • • ••• • • 38 of 53 ... . . . ... . . • .. ..• . . .. • • • • • • • • • • . • • • •• • •••• • •. • •• • • • • c . •.• • • • ••• • • 14133''0(" - e ®e S s e s iaateria 17.11 METAL DECK; iSIN($L•E AL3' 4PPt eATIc • ; ; 17.11.01 ' ' •:• ' • • • • 1 • • • ••. . • . • • • • • • • • • .. INSULATION OPTION: •• •• • • •• •• ••• • • • • 3 •• Mechanically Fasten Polyisocyanurate / Adhere 1/2" Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) with Insulation• Adhesive to Provide an Average R- of 20 SF 3.98 17.12 WOOD/TECTUM DECK - SINGLE -PLY APPLICATION 17.12.01 INSULATION OPTION: WOOD DECK: Mechanically Fasten Polyisocyanurate / Adhere Treated 1/2" Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) with Insulation Adhesive to Provide an Average R - Value of 20 SF 3.98 17.12.02 INSULATION OPTION: TECTUM DECK: Mechanically Attach Base Sheet & Adhere Polyisocyanurate in Insulation Adhesive / Adhere 1/2" Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) in Insulation Adhesive to Provide an Average R -Value of 20 SF 5.29 17.12.03 INSULATION OPTION: Without Insulation - Must Include Rosin & Mechanically Fasten Glass Base Sheet SF 1.09 17.13 LIGHTWEIGHT CONCRETE/GYPSUM DECK - SINGLE -PLY APPLICATION 17.13.01 INSULATION OPTION: Adhere Polyisocyanurate in Insulation Adhesive / Adhere 1/2" Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) in Insulation Adhesive to Provide an Average R -Value of 20 SF 4.16 17.13.02 INSULATION OPTION: Without Insulation - Must Include Rosin & Mechanically Fasten Glass Base Sheet SF 1.09 39 of 53 I l -a.. ate •'al 17.14 CONCRETE DECK - SINGLE -PLY APPLICATION 17.14.01 INSULATION OPTION: Adhere Polyisocyanurate in Insulation Adhesive / Adhere 1/2" Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) in Insulation Adhesive to Provide an Average R -Value of 20 SF 4.16 17.14.02 INSULATION OPTION: Minimal Insulation - Must Adhere 1/2" Treated Gypsum Insulation Board with Glass -Mat (e.g. DensDeck / Securock / Equal) in Insulation Adhesive to Provide an Average R -Value of 20 SF 1.38 17,21 ROOF CONFIGURATION: Fully Adhered Single -Ply Roof System Installed Over Prepared Surface or Insulation 17.21.01 SINGLE -PLY ROOF TYPE: ASTM D 4637 - Ethylene Propylene Diene Terpolymer (EPDM) - 45 Mil Thickness SF 2.98 17.21.02 SINGLE -PLY ROOF TYPE: ASTM D 4637 - Ethylene Propylene Diene Terpolymer (EPDM) - 60 Mil Thickness SF 3.47 17.21.03 SINGLE -PLY ROOF TYPE: ASTM D 4637 - Ethylene Propylene Diene Terpolymer (EPDM) - 90 Mil Thickness SF 3.57 17.21.04 SINGLE -PLY ROOF TYPE: ASTM D 6878 -Thermoplastic Polyolefin (TPO) - 45 Mil Thickness SF 2.98 17.21.05 SINGLE -PLY ROOF TYPE: ASTM D 6878 Thermoplastic Polyolefin (TPO) - 60 Mil Thickness SF 3.45 17.21.06 SINGLE -PLY ROOF TYPE: ASTM D 6878 Thermoplastic Polyolefin (TPO) - 90 Mil Thickness SF 3.54 17.21.07 SINGLE -PLY ROOF TYPE: ASTM D4434 -Poly Vinyl Chloride (PVC) - 45 Mil Thickness SF 2.79 17.21.08 SINGLE -PLY ROOF TYPE: •• ASTM D4434 - Poly Vinyl Chloride (PVC) - 60 Mil Thickness SF 3.17 17.21.09 ••• • . . . • .• • • • SINGLE -PLY ROOF TYPE: • • • • • ASTM D 4434 - Poly Vinyl Chloride (PVC) - 90 Mil Thickness SF 3.36 17.21.10 • • • • • • • • •• • • • • SINGLE -PLY ROOF TYPE:ASTM D 6754 - Ketone Ethylene Ester (KEE) - 45 Mil Thickness SF 5.85 17.21.11 • • • • • • • • • • 4INGLE-PLY ROOF TYPE: ASTM D 6754 - Ketone Ethylene Ester (KEE) - 60 Mil Thickness SF 6.99 17.21.12 • • • • • • • • • • •; ; • • : : :. • • • • :SIVGLE-PLY ROOF TYPE: ASTM D 6754 - Ketone Ethylene Ester (KEE) - 80 Mil Thickness SF 7.98 17.21.13 • • • INSTALLATION OPTION: ••• • • • • ••• • • Add / Deduct for Mechanically Attaching Single -Ply Roof System Vs. Fully Adhering SF -1.50 17.21.14 • • ; ;• ; ; : : WARRANTY CHARGES: 15 Year No Dollar Limit Warranty SF NSP • •• •• • • • •• •• ••• • • • ••• • • 40 of 53 ... . . . ... . . ••• .• • • • .. •. • • • . •. •. • . . • • • . • ..• • • • • • • • • • • • ••. • • . . ..• • • 41 of 53 luaeia 18.00 FLUID APPLE WAURPR GFIP MEMBpAIN 6YSTEMS WITH POLYURETI ISO CbA•flNiS ` •.: : (INCLUDE PRIMER FOR 18.11 POLYURETHANEWATINGS•DIMT TO'PRIMED CONCRETE SUBSTRATE CONCRETE SUBSTRATE) 18.11.01 • • • • •: • •; •'Fj-LoD:1F44.4ED MEMBRANE SYSTEM: Two Coat System SF 5.75 18.11.02 : : • • :0 : Ft.LQD FLIED MEMBRANE SYSTEM: Three Coat System SF 7.95 18.11.03 •• •.. • . . • •• FLUID APPLIED MEMBRANE SYSTEM: Three Coat Reinforced System SF 9.00 18.11.04 FLUID APPLIED MEMBRANE SYSTEM: Four Coat Reinforced System SF 10.05 18.11.05 WARRANTY CHARGES: 5 Year Waterproofing Warranty SF NSP 18.11.06 WARRANTY CHARGES: 10 Year Waterproofing Warranty SF NSP 18.12 POLYURETHANE COATINGS DIRECT TO WOOD SUBSTRATE 18.12.01 FLUID APPLIED MEMBRANE SYSTEM: Two Coat System SF 4.75 18.12.02 FLUID APPLIED MEMBRANE SYSTEM: Three Coat System SF 6.85 18.12.03 FLUID APPLIED MEMBRANE SYSTEM: Three Coat Reinforced System SF 7.90 18.12.04 FLUID APPLIED MEMBRANE SYSTEM: Four Coat Reinforced System SF 8.95 18.12.05 WARRANTY CHARGES: 5 Year Waterproofing Warranty SF NSP 18.12.06 WARRANTY CHARGES: 10 Year Waterproofing Warranty SF NSP 18.21 FLUID APPLIED WATERPROOFING MEMBRANE SYSTEM BASE ON POLYURETHANE RESINS - CONCRETE SURFACE REPAIRS & PREPARATION 18.21.01 CONCRETE REPAIRS TO OVERHEAD SURFACES: 2"-4" DEPTH Removal and replacement of damaged concrete to exclude substrate repair / re -installation SF 80.00 18.21.02 CONCRETE REPAIRS TO OVERHEAD SURFACES: FULL DEPTH Removal and replacement of damaged concrete to exclude substrate repair / re -installation SF 550.00 18.21.03 CONCRETE REPAIRS TO VERTICAL SURFACES: 3"-5" DEPTH Removal and replacement of damaged concrete to exclude substrate repair / re -installation SF 60.87 18.21.04 CONCRETE REPAIRS TO VERTICAL SURFACES - 5"-8" DEPTH Removal and replacement of damaged concrete to exclude substrate repair / re -installation; includes reinforcement SF 95.65 18.21.05 CONCRETE REPAIRS TO VERTICAL SURFACES - FULL DEPTH Removal and replacement of damaged concrete to exclude substrate repair / re -installation; includes reinforcement SF 550.00 18.21.06 CONCRETE REPAIRS TO HORIZONTAL SURFACES: 2"-4" DEPTH Removal and replacement of damaged concrete to exclude substrate repairSF g / re -installation 28.70 1821 07 CONCRETE REPAIRS TO HORIZONTAL SURFACES - 4"-6" DEPTH Removal and replacement of damaged concrete to exclude substrate repair / re -installation; includes reinforcement SF 32.17 18 21 08 CONCRETE REPAIRS TO HORIZONTAL SURFACES - FULL DEPTH Removal and replacement of damaged concrete to exclude substrate repair / re -installation; includes reinforcement SF 55.65 41 of 53 LiirewOUtu Oa § 1°2C Igtat ROO ste ateria 18.21.09 GRINDING Grind an existing coating SF 1.95 18.21.10 HANDHELD GRINDING Grind an existing coating in areas that only can be done by hand SF 9.00 18.21.11 MILLING Mill an existing coating 1/8 inch to 1/4 inch SF 2.97 18.21.12 PRESSURE WASHING - HORIZONTAL Pressure washing horizontal surfaces with 2000 PSI or greater SF 0.14 18.21.13 PRESSURE WASHING - VERTICAL Pressure washing horizontal surfaces with 2000 PSI or greater SF 0.47 18.21.14 SAND BLASTING Sand blast an existing coating SF 1.89 18.21.15 SHOT BLASTING Shot blast an existing coating SF 0.70 1$.31 FLUID APPLIED WATERPROOFING MEMBRANE SYSTEM BASE ON POLYURETHANE RESINS - ANCILARY REPAIRS & SURFACE PREPARATION 18.31.01 STRUCTURAL EXPANSION JOINT Installation or replacement of an expansion joint that is necessary for structural integrity LF 290.00 18.31.02 CAULKING JOINTS Installation of caulking in joints. See caulking chart LF 18.31.03 ROUTING AND REMOVAL OF EXISTING CAULK Rout and remove of existing caulk out of expansion joints LF 4.50 18.31.04 EPDXY INJECTION FOR CRACK REPAIR Route cracks, drill holes every 18" inches, and inject and seal with epoxy LF 52.00 18.31.05 TAPE WOOD DECK JOINTS - INSTALLATION OF TAPE ON DECK JOINTS LF 2.50 18.31.06 WOOD SUBSTRATE REPLACEMENT - REMOVAL AND REPLACEMENT SF 5.10 19.09 WALL COATINGS FOR COATING WALL SYSTEMS 19.11 ELASTOMERIC COATING FOR STUCCO WALL SYSTEM - Base Coat of Coating @ 1 Gallon per Sq. / Top Coat @ 1 Gallon per Sq. Applied as Specified SF 3.81 19.12 ELASTOMERIC COATING FOR EFIS WALL SYSTEM - Base Coat of Coating @ 1 Gip I(on_ ej Seq. /.Top.Coat Q 1 ballon per Sq. Applied as Specified SF 3.77 19.13 ELASTOMERIC COATIN@FOR CNU t44LA;S'StE� -: Base Coat of Coating @ 1 G61jon pal Sp. ,Trip Virt2 1 6alIon per Sq. Applied as Specified SF 3.64 19.14 ELASTOMERIC COATING'PORVONCRL'TE TIL1•WALL'SYSTEM - Base Coat of Coating @ 1 Gallon per Sq. / Top Coat @ 1 Gallon per Sq. Applied as Specified SF 3.74 • ••• • •.• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • • • • • • • . • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • 1 • • • • •. •• • • • .• •• 000 • • • 000 1 • 42 of 53 ... . . . ... . . ••• •• • • • •• •• • .• . • •. •• • ••• • • • • ••.• • •• • . • . . •. •. • ••• • • •. •• ••• • • • Inge Nit ' OW _ RooLOW Ma ala 20.00 NEW FLASHINGS FOR 114OFI14$ *Y $TI MS:APRWSY9RAr ION OPTIONS • • • . • • • P. • • . 20.11 ROOF FLASHINGS FOR EMOL IFIED & ODA?. TAR PITCH ROOF SYSTEMS: Minimum 1 Ply of Base Flashing and Mineral Cap Sheet Installed in Hot ASTM D 312 Type III or IV Asphalt 20.11.01 •• • • • •• • •• •• • • • • • • • • •• • • • • •. • • • . • • F'L.o1SHING OPTION: BASE PLY: SBS Modified Fiberglass Reinforced Base Flashing PIy w/ Tensile Strength of 215 Ibf/in tensile (ASTM D 5147); TOP PLY: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type II - 80 lbf/in tensile SF 13.66 20.11.02 FLASHING OPTION: BASE PLY: SBS Modified Fiberglass Reinforced Base Flashing PIy w/ Tensile Strength of 215 lbf/in tensile (ASTM D 5147); TOP PLY: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type III - 220 lbf/in tensile SF 14.66 20.11.03 FLASHING OPTION: BASE PLY: SBS Modified Fiberglass Reinforced Base Flashing Ply w/ Tensile Strength of 215 Ibfrn tensile (ASTM D 5147); TOP PLY: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - 310 Ibf/in tensile SF 15.16 20.11.04 FLASHING OPTION: BASE PLY: SBS Modified Fiberglass Reinforced Base Flashing PIy w/ Tensile Strength of 215 Ibf/in tensile (ASTM D 5147); TOP PLY: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - 500 lbf/in tensile SF 15.96 20.11.05 FLASHING OPTION: BASE PLY: SBS Modified Fiberglass Reinforced Base Flashing PIy w/ Tensile Strength of 215 Ibf/in tensile (ASTM D 5147); TOP PLY: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - 600 Ibffin tensile SF 16.34 43 of 53 1111M.114" ge "43 pgs7 MA ROO�. (43 ateria_ 20.11.06 FLASHING OPTION: BASE PLY: SBS Modified Polyester/Fiberglass Reinforced Base Flashing PIy - 315 lbf/in tensile (ASTM D 5147); TOP PLY: ASTM D 6163 SBS Fiberglass Reinforced Modified Bituminous Sheet Material Type II - 80 Ibf/in tensile SF 13.66 20.11.07 FLASHING OPTION: BASE PLY: SBS Modified Polyester/Fiberglass Reinforced Base Flashing PIy - 315 Ibf/in tensile (ASTM D 5147); TOP PLY: ASTM D 6163 SBS Fiberglass Reinforced Modred Bituminous Sheet Material Type III - 220 lbf/in tensile SF 14.66 20.11.08 FLASHING OPTION: BASE PLY: SBS Modified Polyester/Fiberglass Reinforced Base Flashing Ply - 315 Ibf/in tensile (ASTM D 5147); TOP PLY: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - 310 lbf/in tensile SF 15.16 20.11.09 FLASHING OPTION: BASE PLY: SBS Modified Polyester/Fiberglass Reinforced Base Flashing Ply - 315 lbf/in tensile (ASTM D 5147); TOP PLY: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - 500 lbf/in tensile SF 15.96 20.11.10 FLASHING OPTION: • • • • • • • • • • • • • • • • • • .. ... .• . • . .. BASE PLY: SBS Modified Polyester/Fiberglass Reinforced Base Flashing Ply - 315 lbf/in tensile (ASTM D 5147); TOP PLY: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - 600 Ibf/in tensile SF 16.34 20.999 PER SQUARE FOOT COSTS - INSTALLING IN COLD PROCESS FLASHING ADHESIVE Substitute Hot Asphalt Application for Cold Process Flashing Adhesive Application of Flashings SF 6.49 • • • • • • . • • • • • •. • • • • • •• • • • • • • • • • • •• • • .• • • • • •. • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 410• • • 44 of 53 ... . . . ... • • ••. .• • . • .• .. • . . . •• •. •• . • . • . . • . • • • • • • . • • •. •• • • 000 • • • • ... • . 45 of 53 V Ma.eri. 20.2 Torch Applied Flashl • • • • • . • • • • • PPI.-• . . • • . •• •• Minimum 1 Piy of Torch Qa$e grid Torci; Nliner�i Cap $Ine(�t; 5'aih Applied 20.20.01 ••, • • • • • • • • • • • • • . FLASHING OPTION: • • • •• • • • • • • • • BASE PLY: SBS Modified Polyester/Fiberglass Reinforced Base Torch Applied Flashing Ply - 80 Ibf/inch tensile (ASTM D 5147); TOP PLY: ASTM D 6162 SBS Fiberglass/Polyester Reinforced Modified Bituminous Sheet Material Type III - 300 Ibf/in Tensile Torch Applied Membrane SF 17.86 20+31 Self -Adhering Fleshings - Minimum 1 Ply of Self -Adhering Base and Self -Adhering Mineral Cap Sheet Self -Adhering 20.31.01 FLASHING OPTION: BASE PLY: SBS Polyester OR Fiberglass/Polyester OR Fiberglass Reinforced Self -Adhering Flashing Ply - 50 Ibf/ tensile (ASTM D 5147); TOP PLY: ASTM D 6161 (Polyester) OR 6162 (Fiberglass/Polyester) OR 6163 (Fiberglass) Self -Adhering Reinforced Modified Bituminous Membrane Type III • 130 Ibf/in tensile SF 15.24 20.41 Single -Ply Flashings - Fully Adhered Single -Ply Roof Flashings Installed on Corresponding Single -Ply Roof Systems (Self -Adhering Roof Applications Only) 20.41.01 ROOF MEMBRANE OPTION: ASTM D 4637 - Ethylene Propylene Diene Terpolymer (EPDM) - 45 Mil Thickness SF 8.47 20.41.02 ROOF MEMBRANE OPTION: ASTM D 4637 - Ethylene Propylene Diene Terpolymer (EPDM) - 60 Mil Thickness SF 8.87 20.41.03 ROOF MEMBRANE OPTION: ASTM D 4637 - Ethylene Propylene Diene Terpolymer (EPDM) - 90 Mil Thickness SF 10.02 20.41.04 ROOF MEMBRANE OPTION: ASTM D 6878 -Thermoplastic Polyolefin (TPO) - 45 Mil Thickness SF 6.95 20.41.05 ROOF MEMBRANE OPTION: ASTM D 6878 -Thermoplastic Polyolefin (TPO) - 60 Mil Thickness SF 7.45 20.41.06 ROOF MEMBRANE OPTION: ASTM D 6878 -Thermoplastic Polyolefin (TPO) - 90 Mil Thickness SF 8.60 20.41.07 ROOF MEMBRANE OPTION: ASTM D4434 - Poly Vinyl Chloride (PVC) - 45 Mil Thickness SF 6.65 20.41.08 ROOF MEMBRANE OPTION: ASTM D4434 -Poly Vinyl Chloride (PVC) - 60 Mil Thickness SF 7.15 45 of 53 f�J�i) ! UM � ROOF erz s- terial 20.41.09 ROOF MEMBRANE OPTION: ASTM D4434 - Poly Vinyl Chloride (PVC) - 90 Mil Thickness SF 8.30 20.41.10 ROOF MEMBRANE OPTION: ASTM D 6754 - Ketone Ethylene Ester (KEE) - 45 Mil Thickness SF 11.04 20.41.11 ROOF MEMBRANE OPTION: ASTM D 6754 - Ketone Ethylene Ester (KEE) - 60 Mil Thickness SF 12.46 20.41.12 ROOF MEMBRANE OPTION: ASTM D 6754 - Ketone Ethylene Ester (KEE) - 80 Mil Thickness SF 13.88 .• ... •• •. •. •. •. •• . • • • ▪ • • • •• • ••• •• • • • •• • ••• •• ••. • • • . • • • • • • • • • • .• • • • • • •• • • • • • • • • • • •• • • •• • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 46 of 53 ••• • • • ••• • • ••• •• • • • •• •• • • • • •• •• • • • • • • • ••• •• • • • • • • • • • • • • • • • • • • • • • • 47 of 53 21.00 METAL WALL PANEL SATEM TE6]S • • • • •. • • 21.11 WALL SYSTEM •• • • • • ••• •• ••• Exposed Fastener Wall Panel System • • • 21.11.01 • • • • • • • - • • - • • • HICKNESS OPTION: Bare Aluminum Panel Price - 0.032" Aluminum, 36" Wide Panels SF 4.06 21.11.02 • • • • • • • • • • • • TNIbKNESS OPTION: Add for Bare Aluminum 0.040" Aluminum, 36" Wide Panels SF 0.89 21.11.03 -- "- - - - . • PNEt'NIDTH OPTION: Add for 32" Panel Width - Aluminum SF 0.81 21.11.04 THICKNESS OPTION: Bare Galvalume Coated Steel or Equal Panel Price - 24 Ga, 36" Wide Panels SF 3.81 21.11.05 THICKNESS OPTION: Bare Galvalume Coated Steel or Equal Panel Price - 22 Ga, 36" Wide Panels SF 4.24 21.11.06 PANEL WIDTH OPTION: Add for 32" Panel Width - Galvalume Coated Steel or Equal SF 0.78 21.11.07 COLOR OPTION: Add for Standard Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 0.67 21.11.08 COLOR OPTION: Add for Designer Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 0.78 21.11.09 COLOR OPTION: Add for Premium or Custom Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 1.02 21.11.10 THICKNESS OPTION: Stainless Steel Panel Price - 24 Ga, 36" Wide Panels SF 16.08 21.11.11 THICKNESS OPTION: Stainless Steel Panel Price - 22 Ga, 36" Wide Panels SF 18.65 21.11.12 PANEL WIDTH OPTION: Add for 32" Panel Width - Stainless Steel SF 0.57 21.11.13 THICKNESS OPTION: Copper Panel Price - 16 Oz., 36" Wide Panels SF 17.21 21.11.14 THICKNESS OPTION: Copper Panel Price - 20 Oz., 36" Wide Panels SF 21.08 21.11.15 PANEL WIDTH OPTION: Add for 32" Panel Width - Copper SF 0.57 21.11.16 THICKNESS OPTION: nc Panel Price - 0.032", 36" Wide Panels SF 13.85 47 of 53 •• .•• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • •• • • •• • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 48 of 53 MMS 3-TIAA . 21.11.17 THICKNESS OPTION: Zinc Panel Price - 0.040", 36" Wide Panels SF 17.44 21.11.18 PANEL WIDTH OPTION: Add for 32" Panel Width - Zinc SF 0.46 21.11.19 PANEL INSTALLATION & INSULATION OPTION: Over Girts; 3/4" of Expanded Polystyrene (Minimum 1.5 lbs/cft) Installed Between Girts SF 5.38 21.11.20 PANEL INSTALLATION & INSULATION OPTION: Over Girts; Mechanically Fastened Polyisocyanurate with an Average R- Value of 19 Installed Between Girts SF 7.05 21.11.21 PANEL INSTALLATION & INSULATION OPTION: Over Girts; Mechanically Attach Batten Fiberglass Insulation with an Average R- Value of 19 Installed Between Girts SF 4.85 21.11.21 PANEL INSTALLATION & INSULATION OPTION: RAIN SCREEN CONFIGURATION: Over Steel Stud Wall - Exterior Gypsum Sheeting 1/2" to 5/8" Thickness, Air Barrier (Priced Separately Below), Rock Wool or Extruded Polystyrene Insulation (Priced Separately Below) & Metal Wall Panel Drainage, Ventilation and Attachment System SF 7.34 21.11.23 PANEL INSTALLATION & INSULATION OPTION: RAIN SCREEN CONFIGURATION: Over Existing Wall Construction - Air Barrier (Priced Separately Below), Rock Wool or Extruded Polystyrene Insulation (Priced Separately Below) & Metal Wall Panel Drainage, Ventilation and Attachment System SF 6.05 21.11.24 PANEL INSTALLATION & INSULATION OPTION: Over Plywood; No Insulation SF 5.15 •• .•• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • •• • • •• • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 48 of 53 ••• • • • •.• • • •• • • • • • • • • • • • • • • • •• •• . •. • • • • .•.• . • • • • . • • •• •. • • ... • • • . ••. • . (1c3(1 ll6Q giPgr Ct ROO �- it 21.12 WALL SYSTEM • • • • • • • • • •• • • •• •• •• • • •• •• Concealed. Fastener WaQ Panel $ysterr►•••12" ide Pagel$ • • 21.12.01 • ... • • ... • • THICKNESS OPTION:SF Bare Aluminum Panel Price - 0.032" Aluminum Thickness 4.81 21.12.02 • • • • • • • • • •THICKNESS OPTION: . Add for Bare Aluminum, 0.040" Aluminum SF 1.00 21.12.03 _ • • • ••• • • • • • • • • • :1149CKNESS OPTION: Bare Galvalume Coated Steel or Equal Panel Price - 24 Ga SF 4.56 21.12.04 THICKNESS OPTION: Bare Galvalume Coated Steel or Equal Panel Price - 22 Ga SF 5.19 21.12.05 COLOR OPTION: Add for Standard Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 0.69 21.12.06 COLOR OPTION: Add for Designer Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 0.89 21.12.07 COLOR OPTION: Add for Premium or Custom Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal SF 1.06 21.12.08 THICKNESS OPTION: Stainless Steel Panel Price - 24 Ga Thickness SF 16.08 21.12.09 THICKNESS OPTION: Stainless Steel Panel Price - 22 Ga Thickness SF 18.65 21.12.10 THICKNESS OPTION: Copper Panel Price - 16 Oz Thickness SF 17.21 21.12.11 THICKNESS OPTION: Copper Panel Price - 20 Oz Thickness SF 21.08 21.12.12 THICKNESS OPTION: Zinc Panel Price - 0.032" Thickness SF 13.85 21.12.13 THICKNESS OPTION: Zinc Panel Price - 0.040" Thickness SF 17.44 21.12.14 PANEL INSTALLATION & INSULATION OPTION: Over Girts; 3/4" of Expanded Polystyrene (Minimum 1.5 lbs/cft) Installed Between Girts SF 5.38 21.12.15 PANEL INSTALLATION & INSULATION OPTION: Over Girts; Mechanically Fastened Polyisocyanurate with an Average R- Value of 19 Installed Between Girts SF 7.05 21.12.16 PANEL INSTALLATION & INSULATION OPTION: Over Girts; Mechanically Attach Batten Fiberglass Insulation with an Average R- Value of 19 Installed Between Girts SF 4.85 49 of 53 L lgibak1 :"Vgli tt Roo a p Fli p Material` 21.12.17 PANEL INSTALLATION & INSULATION OPTION: Over Plywood; No Insulation SF 5.15 21.12.18 PANEL INSTALLATION & INSULATION OPTION: RAIN SCREEN CONFIGURATION: Over Steel Stud Wall - Exterior Gypsum Sheeting 1/2" to 5/8" Thickness, Air Barrier (Priced Separately Below), Rock Wool or Extruded Polystyrene Insulation (Priced Separately Below) & Metal Wall Panel Drainage, Ventilation and Attachment System SF 7.34 21.12.19 PANEL INSTALLATION & INSULATION OPTION: RAIN SCREEN CONFIGURATION: Over Existing Wall Construction - Air Barrier (Priced Separately Below), Rock Wool or Extruded Polystyrene Insulation (Priced Separately Below) & Metal Wall Panel Drainage, Ventilation and Attachment System SF 6.05 21.12.20 PANEL TYPE OPTION: Add for Factory Insulated Concealed Fastener Wall Panel SF 2.26 2121 AIR BARRIER FOR WALL APPUCATIONS (BRICK, CMU, MASONARY WALLS OR STUD WALL WITH EXTERIOR GYPSUM SHEETING) 21.21.01 Non -Permeable Option: Fluid Applied System - ASTM 2178 SF 2.50 21.21.02 Non -Permeable Option: Fluid Applied Water Based System - ASTM 2178 SF 2.36 21.21.03 Non -Permeable Option: Membrane System - ASTM E 2178 SF 2.31 21.21.04 Permeable Option: Fluid Applied System - ASTM E 2178 & ASTM E 96 SF 2.35 21.21.05 Permeable Option: Fluid Applied Water Based System - ASTM 2178 & ASTM E 96 SF 2.21 21.21.06 Permeable Option: Membrane System - ASTM 2178 & ASTM E 96 SF 2.25 •• ••• • • • • • •• • • • • • •• • • • •• ••• •• • • • •• • ••• •• ••e • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • •• • • •• • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0841 • • 50 of 53 ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • 1 thga Mfn7BQ ` °' mom ROO 21.31 INSULATION FOR WALL. PL LATICINd (INitALLE®b»Fs AIR BARRIERS) 21.31.01 • • • • • • • • • ' • •Insulation Option: 1" Rock Wool Insulation Installed SF 1.33 21.31.02 •• ••• •• . . . Insulation Option: -• 2" Rock Wool Insulation Installed SF 1.75 21.31.03 • • • • • .• • . . • e intulation Option: • 3" Rock Wool Insulation Installed SF 2.10 21.31.04 • • • • • • • • • • • hisulation Option: 4" Rock Wool Insulation Installed SF 2.65 21.31.05 Insulation Option: 1" Extruded Polystyrene Insulation Installed SF 2.28 21.31.06 Insulation Option: 2" Extruded Polystyrene Insulation Installed SF 3.07 21.31.07 Insulation Option: 3" Extruded Polystyrene Insulation Installed SF 3.94 21.31.08 Insulation Option: 4" Extruded Polystyrene Insulation Installed SF 4.86 51 of 53 • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ••• • • 52 of 53 ateria 22.00 JOB SITE SPECIFIC MULTIPLIERS APPLIED TO EACH UNE ITEM ON ASSOCIATE JOB 22.11 MULTIPLIER - LIMITED / OBSTRUCTED / DIFFICULT ROOF ACCESS Multiplier Applied when Access to the Roof is Limited to Specific Entry Points, Equipment & Materials Cannot be Lifted by Crane on the Roof, or Access is Dependent Upon Road Closure % 30.00% 22 12 MULTIPLIER - ROOF HAS LARGE AMOUNT OF PENETRATIONS / ROOF TOP OBSTRUCTIONS Multiplier Applied when Open Roofing Area is Limited Due to a Large Number of Roof Penetrations such as Soil Stacks, Sky Lights, Roof Drains, Exhaust Vents, HVAC Units, etc., or when there are a Large Amount of Roof Top Obstructions such as: Pipes, Duct Work, Electrical Wires, Hoses, etc. % 50.00% 22.21 MULTIPLIER - ROOF HEIGHT IS GREATER THAN 2 STORIES EQUAL TO OR LESS THAN 5 STORIES Multiplier Applied when the Roof Height Exceeds 2 Stories, but is Equal to or Less than 5 Stories. Situation Creates the Need for Additional Safety Protection and Increased Crane Work. % 25.00% 22.22 MULTIPLIER - ROOF HEIGHT IS GREATER THAN 5 STORIES LESS EQUAL TO OR LESS THAN 10 STORIES Multiplier Applied when the Roof Height Exceeds 5 Stories, but is Equal to or Less than 10 Stories. Situation Creates the Need for Additional Safety Protection and Increased Crane Work and Crane Equipment °/, 40.00% 22.23 MULTIPLIER - ROOF HEIGHT IS GREATER THAN 10 STORIES Multiplier Applied when the Roof Height Exceeds 10 Stories. Situation Creates the Need for Additional Safety Protection and Increased Crane Work and Crane Equipment % 60.00% 22.31 MULTIPLIER - ROOF IS CONSIDERED NON-STANDARD ARCHITECTURE OR HAS GREATER THAN 4/12 SLOPE Multiplier Applied when Roof Area is not Boxed -Shaped, Contains Multiple Sharp Angles and/or Curves, or the Roof has a Greater than 4/12 Slope, Very Steep. % 35.00% 22.32 MULTIPLIER - ROOF IS CONSIDERED NON-STANDARD ARCHITECTURE OR HAS GREATER THAN 8/12 SLOPE Multiplier Applied when Roof Area is not Boxed -Shaped, Contains Multiple Sharp Angles and/or Curves, or the Roof has a Greater than 8/12 Slope, Very Steep. % 70.00% 22.41 MULTIPLIER - ROOF SIZE IS LESS THAN 1,000 SF Multiplier Applied when Roof Size is Abnormally Small Less than 1,000 SF Situation Creates the Fixed Costs: Equipment, Mobilization, Demobilization, Disposal, & Set -Up Labor to be Allocated Across a Very Small Roof Area Causing Fixed Costs to be Large Portion of Job Costs ° ° � 100.00% 22.42 MULTIPLIER - ROOF SIZE IS GREATER THAN 1,000 SF, BUT LESS THAN 2,000 SF Multiplier Applied when Roof Size is Less than 2,000 SF, but Greater than 1,000 SF Fixed Costs: Equipment, Mobilization, Demobilization, Disposal, & Set -Up Labor are Not Completely Absorbed Across Roof Area % 85.00% 22.43 MULTIPLIER - ROOF SIZE IS GREATER THAN 2,000 SF, BUT LESS THAN 3,000 SF Multiplier Applied when Roof.Sizs ess rhan.84000 IF,•bd!Greater than 2,000 SF Fixed Costs: Equipment, Mobilization, Demobilization, Disposal, t:JpoLator ape Not Completely Absorbed Across Roof Area % 60.00% 22.44 MULTIPLIER - ROOF SIZE PS,GRRTIeR:TIdA4 3p00t SF AUT LESS THAN 5,000 SF Multiplier Applied when Roaf'Size'i$t.ess %an•5,00b S'F,,ut Greater than 3,000 SF Fixed Costs: Equipment, Mobilization, Demobilization, Disposal, & Set -Up Labor are Not Completely Absorbed Across Roof Area % 35.00% 22.45 MULTIPLIER - ROOF SITE lUgEATEIR.THAIt 5,0006F, BUT LESS THAN 10,000 SF Multiplier Applied when mf Sive is Le'Uthan : 0,000 $Fa but 1:reater than 5,000 SF Fixed Costs: Equipment, Mobilization, Demobilizatin Ditossl, u *t-1.1)t.aao‘grr 110 Completely Absorbed Across Roof Area % 30.00% 22.46 MULTIPLIER - ROOF SEE IS GREATER THAN 10,000'SF, BUT LESS THAN 20,000 SF Multiplier Applied when Roof Size is Less than 20,000 SF, but Greater than 10,000 SF Fixed Costs: Equipment, Mobilization, Demobilization , Disiv sal, § Sft-lipa,Lopor.are N,pt Completely Absorbed Across Roof Area % 15.00% • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ••• • • 52 of 53 ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • 53 of 53 - - - Ma eria 22.47 MULTIPLIER - ROOF SI= IS ¢RET€R••THild 3$KG ESSPTHAN 50K SF Multiplier Applied when Cloy Site is Lets thane50,0006 bit dreater than 30,000 SF Fixed Costs: Equipment, Mobilization, Demobilizatifln, Disposal, &•Set4Zp.Labor are S'pre`ad Amongst a Larger Roof Area % -3.00% 22.48 MULTIPLIER - ROOF SIZE IS GREATER THAN 50K SF LESS THAN 100K SF Multiplier Applied when Roof Size is Less than 100,000 SF, but Greater than 50,000 SF Fixed Costs: Equipment, Mobilization, Demobilization 7Disposel, & et.li L , aPe•$pread Amongst a Larger Roof Area % -5.00% 22.49 MULTIPLIER - ROOF SIZE is GRIM -Maga tat StLESS THAN 200K SF Multiplier Applied when Rooi:Sizo e$s ZhaV00P0a gr. but Greater than 100,000 SF Fixed Costs: Equipment, Mobilization, Demobilization, Disposal, & Set -Up Labor are Spread Amongst a Larger Roof Area % -6.00% 22.50 MULTIPLIER - ROOF SIZE IS GREATER THAN 200K SF. Multiplier Applied when Roof Size is Greater than 200,000 SF Fixed Costs: Equipment, Mobilization, Demobilization, Disposal, & Set -Up Labor are Spread Amongst a Very Large Roof Area % -8.00% 53 of 53 ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES 23.01 Miscellaneous Line Items Pressure Wash to Clean Horizontal Surfaces UNIT SF S per Unit $ 0.14 23.02 Pressure Wash to Clean Vertical Surfaces SF $ 0.47 23.03 Blow -Off Surface Area with Portable Blower to Remove Moisture SF $ 0.10 23.04 S•ud and Scra•e A. •re•ate from Roof Surface As• halt BUR Size Reference: 100' X 12" SF $ 4.08 23.05 Saud and Scra•e of A. •re•ate from Roof Surface Coal Tar BUR Size Reference: 100' X 12" SF $ 5.57 23.06 Remove & Dis.ose Loose A. .re•ate from Roof Surface Wet Vac SF $ 0.75 23.07 Power Broom Roof Surface SF $ 0.28 23.08 Remove & Dis.ose Ballast from Roof Surface SF $ 0.51 23.09 Remove Ballast from Roof Surface & Save for Reuse SF $ 0.36 23.10 A. .I Coatin• Paint to Horizontal Surface SF $ 1.30 23.11 A..I Coatin• Paint to Vertical Surface SF $ 1.47 23.12 Caulkin.: Remove Existin• Caulkin. & Clean and Prime Joint LF $ 1.15 23.13 Install Backer Rod in Pro.ert Pre.ared O.enins, Po eth lene - 3/8" Diameter LF $ 0.55 23.14 Install Backer Rod in Pro.erl Pre.ared 0.enins, Pol eth lene-1/2" Diameter LF $ 0.65 23.15 Install Backer Rod in Pro • erl Pre .ared 0 • enin • Pol eth ene - 3/4" Diameter LF $ 0.75 23.16 Install Backer Rod in Pro • eri Pre .ared 0 • enin. , Pol eth lene - 1" Diameter LF $ 0.85 Vapor Barriers UNIT S per Unit 23.17 Install Vapor Barrier, 2 Plies of Type IV Fiberglass Felts, Applied in Type IV Asphalt (or appropriate i.e SF $ 1.23 23.18 Install Vapor Barrier, 2 Plies of Type IV Fiberglass Felts, Applied with Asphalt Over DensDeck on a Metal Deck SF $ 2.01 Masonry section UNIT S per Unit 23.19 Remove and Reset Bricks; 1-50 SF SF $ 20.00 23.20 Remove and Reset Bricks; Over 50 SF SF $ 14.91 23.21 Remove and Reset Blocks SF $ 10.60 23.22 Remove and Reset Coin• Stones Each $ 23.40 23.23 Remove Bricks Blocks, Coin• Stones. 1-50 SF SF $ 15.35 23.24 Remove Bricks Blocks, Co • in• Stones; Over 50 SF SF $ 11.85 Brick, block and brick exterior wall maintenance, repair and application of protective coatings. UNIT S per Unit 23.25 Selective Demolition of Concrete Block Masonry Units (CMU) with perimeter saw cutting- swing stage 4" 6" and 8" block hi • h -rise Each $ 10.00 23.26 Selective Demolition of Brick Masonry Units with perimeter saw cutting - swing stage (high-rise) SF $ 27.35 23.27 Selective Demolition of Brick Mason Units with •erimeter saw cuttin. - scaffoldin• low-rise SF $ 16.22 Selective Demolition of Mortar Joint with Perimeter Saw cutting - Swing stage (high-rise) UNIT $ per Unit 23.28 Removal of existin. mortar %" wide b %" de.th SF $ 8.65 23.29 Removal of existin. mortar $/4" wide b 9/4" de .th SF •••1O 81 23.30 Removal of existin. mortar IN wide b 1h/2" de.th • •SF • • •'1x1.89 23.31 Removal of existins mortar 9/4" wide b 1%° de .th • UM $ • • 1.5.13 Selective Demolition of Mortar Joint with Perimeter Saw cutting -Scaffolding (low-rise) J;lIT S perUriit 23.32 Removal of existin• mortar '/Z wide b 3/4" de.thgall $ 6.49 23.33 Removal of existin. mortar 3/4" wide b 9/4" de.th IiIVIAIII . • • • O5 23.34 Removal of existins mortar '/_" wide b 1%"de.th • ••SF 0 10.27 23.35 Removal of existin • mortar '/4" wide b 1'/z de.th • • •. F MIMI New Pointing Work - Swing stage (High-rise) !)NIT $ p3. Wit 23.36 Fumish and install new mortar W wide b '/4" death TEI $ d 6.22 23.37 Fumish and install new mortar % wide b 4/4" de.th • iiium 1=.38 23.38 Fumish and install new mortar %" wide b 1 %" de.th SF . •• 11!.84 23.39 Fumish and install new mortar %" wide b 1 IA" de.th • • 9F 21.08 New Pointing Work- Scaffolding (Low-rise) UNIT $ der f lni^ 23.40 Fumish and install new mortar %" b 3/4" de.th $F Inhillatfil 23.41 Fumish and install new mortar %" wide b %" de.th SF $ 14.59 23.42 Fumish and install new mortar %" wide b 1 '/z de.th SF $ 15.13 23.43 Fumish and install new mortar 3/4" wide b 1 'A" de.th SF $ 17.30 Removal of Roof Parapets - Swing stage (High-rise) UNIT $ per Unit 23.44 Removal of .ara•etwall 24" hish SF $ 199.99 23.45 Removal of •ara•etwall 42" hi.h SF $ 351.33 23.46 Removal of •ara.etwall 24" hi.h SF $ 167.56 23.47 Removal of .ara.etwall 42" hish SF $ 308.09 Removal of Roof Parapets - Scaffolding (Low-rise) UNIT $ per Unit 23.48 Removal of brick • ara . et wall 24" hi. h SF $ 135.13 23.49 Removal of brick .ara.et wall 42" hish SF $ 243.23 23.50 Removal of brick .ara.et wall 24"hi.h SF $ 113.51 23.51 Removal of brick . ara • et wall 42" hi. h SF $ 227.01 Page 1 of 4 ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES 23.52 Reconstruction of Brick Masonry Roof Parapets - Swing stage (High-rise) New brick mason • ara • et w/stone co .in. and flashin. s 24° hi. h UNIT SF S per Unit $ 675.63 23.53 New brick mason .are. et w/stone co • in. and flashin! s 42" hi. h SF $ 810.75 23.54 New brick mason . ara. et w/stone co • in. and flashinss 24" hi. h SF $ 594.55 23.55 New brick mason • ara . =t w/stone co . in. and flashin. s 42" hl. h SF $ 702.65 Reconstruction of Brick Masonry Roof Parapets - Scaffolding (low-rise) UNIT S per Unit 23.56 New brick mason • ara • -t w/stone co . in . and flashin. s 24" hi. h SF $ 378.35 23.57 New brick mason .ara. =t w/stone co. in. and flashin, s 42' hi. h SF $ 513.48 23.58 New brick mason . ara •et w/stone coin. and flashin. s 24' hi. h SF $ 270.25 23.59 New brick mason •ara.etw/stone coin. and flashinss 42° hieh SF $ 351.33 New Through wall Flashings - Swing stage (high-rise) UNIT S per Unit 23.60 R> • :I .f 4 .r.. : • k «« .11 , /TE s & ll1: ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES 23.102 New Concrete and Coating Placement of new high strength patching mortar (2" depth) UNIT SF S per Unit $ 135.13 23.103 Placement of new high strength patching mortar (3.5" depth). SF $ 151.34 23.104 Cleaning and coating of concrete surface. SF $ 12.97 23.105 Sidewalk Bridging. SF $ 4.03 23.106 23.107 Tem .ora Roof Protection Roof Drainage, Scuppers, Stacks. Curbs and Pitch Pockets Install & Connect new 4" roof drain & Flashing; Excluding Plumbing SF UNIT EA $ 2.70 S per Unit $ 650.00 23.108 Install & Connect new 6" roof drain & Flashing; Excluding Plumbing EA $ 750.00 23.109 install & Connect new 8" roof drain & Flashing; Excluding Plumbing EA $ 850.00 23.110 Pitch pocket, 24 gauge, GI, 12" x 12", with storm collar, hemmed to outside, soldered comers and seams EA $ 215.04 23.111 Pitch pocket, 24 gauge, GI, 6" x 6", with storm collar hemmed to outside, soldered comers and seams EA $ 135.90 23.112 Pitch pocket, 24 gauge, GI, 8" x 8", with storm collar, hemmed to outside, soldered comers and seams EA $ 171.10 23.113 Plumbing stack, 16 oz. copper flashing EA $ 171.00 23.114 Plumbing stack, 24 gad Zinc flashing EA $ 255.00 23.115 Plumbing stack, 4# lead flashing EA $ 87.00 23.116 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 12" Straight EA $ 100.80 23.117 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 2" Comers EA $ 59.36 23.118 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 3" Kit EA $ 59.36 23.119 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 5" Kit EA $ 80.64 23.120 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 5" Rounds EA $ 80.64 23.121 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 6" Kit EA $ 75.04 23.122 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 6" Straight EA $ 75.04 23.123 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 7.5" Kit EA $ 118.72 23.124 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 7.5" Kit with 2 -Part Filler EA $ 128.80 23.125 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 7.5" Rounds EA $ 128.80 23.126 Pre -Cast Molded Pitch Pan (e.g. Chemcurb) - 9" Kit EA $ 162.60 23.127 Provide a cast iron drain strainer EA $ 90.00 23.128 Reflash existing roof drain EA $ 291.00 23.129 Scupper, .050 Aluminum, match existing configuration LF $ 226.00 23.130 Scupper, 16 oz Copper, match existing configuration LF $ 255.00 23.131 Scupper, 20 gad Stainless Steel, match existing configuration LF $ 243.00 23.132 23.133 Slee.er Ca. - 24 Gad Galvanized Roof Accessories Walkway Pads LF UNIT $ 15.33 $ per Unit 23.134 30" wide roll goods, tape attached EA $ 24.50 23.135 30" wide roll, hot asphalt attached EA $ • •266.00 23.136 30" wide roll, adhesive attached • .EA g. ii2a10 23.137 Expansion joint, butyl or neoprene bellows, galvanized flange • CF $ .. 11.77 23.138 Roof ladder, security ladder guard EA g 23.139 Roof ladder, steel, bolted to concrete, 20 feet and up, with cage; with intermediate landings as required by Code • iA • .115g154 $ 105.00 23.140 Roof ladder, steel, bolted to concrete, up to 20 feet, without cage _ • ' • • SEA $ ..122,30 23.141 Roof ventilators • ' • •EA g 165.78 23.142 Termination bar aluminum 1/4" x 1" • • o • • LF $ • 9.27 Common Roof Repair Items - 'MIT S K;"'hit 23.143 3 -Course Application; Mastic -Mesh -Mastic; 15" Wide Total; 12" Wide Mesh .. .. LF $ .9.05 23.144 3 -Course Application; Mastic -Mesh -Mastic; 9" Wide Total; 6" Wide Mesh : • L•F .60 23.145 3 -Course Application; Urethane -Reinforcement -Urethane (< 500 SF) SAF $•••4.82 23.146 3 -Course Application; Urethane -Reinforcement -Urethane (> 500 SF) ; • •$F $ 4.15 23.147 Install Self -Adhering Cap Sheet Over Repair Area (< 500 SF) • ' SF $ • '1:5,51 23.148 Install Self -Adhering Cap Sheet Over Repair Area (> 500 SF) SF $ • • 5.441 23.149 Torch Cap Sheet Over Repair Area (< 500 SF) SF $ 6.65 23.150 Torch Cap Sheet Over Repair Area (> 500 SF) SF $ 6.50 23.151 Set Roofing Cap Sheet Membrane in Mastic Installed Over Repair Area (< 500 SF) SF $ 6.85 23.152 Set Roofing Cap Sheet Membrane in Mastic Installed Over Repair Area (> 500 SF) SF $ 7.75 Page 3 of 4 ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES 23.153 Equipment FolklifUManiift E • ui • ment Rental UNIT DAY S per Unit $ 123.00 23.154 Crane E. ul • ment Rental - u • to 80' DAY $ 950.00 23.155 Crane E•ui•mentRental -u• to 150' DAY $ 1,250.00 23.156 Manlift , er da DAY $ 90.00 23.157 Sk rack DAY $ 90.00 23.158 AdditionalE•ui•ment rental % off ,ublished .rice % 1% Other Services UNIT S per Unit 23.159 'As -Built.' Drawin•s U•on Pro ect Com•letion EA NSP 23.160 Demobilization - Pre -Planned or Additional Un-.Ianned EA $ 650.00 23.161 Dew Point Calculations EA NSP 23.162 Ener. Pa back Calculations EA NSP 23.163 Pro'ect Life -C cle Cost Calculation EA NSP 23.164 Final Walkthrou•hwith Resort EA NSP 23.165 On -Site Qua!' Control Ins •=ctions with Re .ort from Manufacturer's Re • - 3 Da ser Week Week NSP 23.166 R.A. or P.E. Reviewed and Stam.ed Sho• Drawin.s EA NSP 23.167 R.A. or P.E. Reviewed and Stam.ed S.ecifications EA NSP 23.168 Pro'ect Desi.n Assistance - Hourl Rate for Consultantions with Architect of Record HR NSP 23.169 Remobilization - Pre -Planned or Additional Un-•Ianned EA $ 1,250.00 23.170 R. •f A -t M- - •c-nmlniLunica•Z•�fti•T �arr•f.c-i i•c. EA NSP Additional repair options UNIT S per Unit 23.171 O•tion 1 - Estimatin• re .airs can be done on a labor and material cost •lus basis % 14 23.172 O•'•. - . i --ns % 14 Catalog Pricing UNIT S per Unit 23.173 Please provide a price list with your complete matrerial catalog(s) - A manufacturers catalog can be used. You ma •rovide a net -.ricer or a catalo• with a discout. _ -1 Green Roofing UNIT S per Unit 23.174 Please provide your green enviromentally friendly roofing options, please provide as much information as .ossiable to include line items necessa to com.lete a •seen roof • • §10.4.2 • • •••• • • • • • • • • •• • •• • • • • • •• • • • • • • • • •••• • • • •••• • • • •• • • • • •••• • • • • • •• •• • • • • • • • • • • • • • • • • • •••• • •• • • • Page 4 of 4 ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES Sheet Metal Accessories Covered Under these Pricing Tables: -Drip Edge -Gravel Stop -Gutters, Straps, Hangers & Fasteners -Coping -Surface Mounted Counter Flashing -Reglet Mounted Counter Flashing -Skirt Flashing -Expansion Joints -Miscellaneous Metal Fabricated Details Aluminum Size / Gauge .040 .050 .063 .080 6" $5.38 $5.46 $5.61 $5.78 8" $5.83 $5.96 $6.15 $6.38 10" $6.27 $6.42 $6.66 $6.95 12" $6.73 $6.92 $7.20 $7.55 14" $7.19 $7.41 $7.74 $8.15 16" $7.62 $7.87 $8.26 $8.71 18" $8.09 $8.37 $8.79 $9.32 20" $8.54 $8.86 $9.34 $9.92 22" $8.98 $9.32 $9.85 $'a48 24" $9.44 $9.82 $1038.'. $1'1'.08 26" $9.90 $10.31 $10.9.1 ... 6$1•1'.68 28" $10.34 $10.78 $11.'4 ' "' $12.25 30" $10.80 $11.26 $119$, ..' ;$17.85 32" $11.26 $11.76 $12.'5' ": :$1045 34" $11.70 $12.22 .. $133, .• •..• ... $1402 36" $12.15 $12.71 $1397 :$'L4.62 38" $12.62 $13.21 $14.'1x, • •$1422 40" $13.05 $13.67 $14.62 $1'5.78 42" $13.51 $14.17 $15.16 $16.38 44" $13.94 $14.63 $15.67 $16.94 46" $14.40 $15.12 $16.22 $17.54 48" $14.86 $15.62 $16.75 $18.14 Price Per Bend $0.50 $0.50 $0.75 $0.75 Page 1 of 4 ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES Sheet Metal Accessories Covered Under these Pricing Tables: -Drip Edge -Gravel Stop -Gutters, Straps, Hangers & Fasteners -Coping -Surface Mounted Counter Flashing -Reglet Mounted Counter Flashing -Skirt Flashing -Expansion Joints -Miscellaneous Metal Fabricated Details Stainless Steel & Copper . Size / Gauge / Thickness SS 24 Ga SS 26 Ga Copper 16 oz Copper 20 oz 6" $5.40 $5.26 $6.02 $6.42 8" $5.87 $5.68 $6.70 $7.23 10" $6.31 $6.08 $7.35 $8.00 12" $6.78 $6.50 $8.03 $8.82 14" $7.26 $6.92 $8.71 $9.63 16" $7.70 $7.32 $9.36 $10.40 18" $8.17 $7.74 $10.04 $11.22 .... 20" $8.63 $8.16 $10.72 $12.03 ""- .'.22': $9.08 $8.55 $11.36 $12.80 .••. .� ...24". $9.55 $8.98 $12.05 $13.62 ' •'�bsr $10.02 $9.40 $12.73 $14.43 . '..2IIe $10.46 $9.79 $13.37 $15.20 ".: r.se $10.93 $10.22 $14.06 $16.02 . ...31". $11.40 $10.64 $14.74 $16.83 • '_ '_ 34'p $11.84 $11.03 $15.38 $17.60 .... : '30" -- $12.31 $11.46 $16.06 $18.42 " 38" $12.78 $11.88 $16.74 $19.23 40" $13.22 $12.27 $17.38 $20.00 42" $13.70 $12.70 $18.06 $20.82 44" $14.14 $13.10 $18.71 $21.58 46" $14.61 $13.51 $19.39 $22.40 48" $15.08 $13.94 $20.07 $23.22 Price Per Bend $0.75 $0.50 $0.50 $0.75 Page 2 of 4 ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES Sheet Metal Accessories Covered Under these Pricing Tables: -Drip Edge -Gravel Stop -Gutters, Straps, Hangers & Fasteners -Coping -Surface Mounted Counter Flashing -Reglet Mounted Counter Flashing -Skirt Flashing -Expansion Joints -Miscellaneous Metal Fabricated Details Kynar Coated Ste& Size / Gauge 20 Ga 22 Ga 24 Ga 26 Ga 6" $5.91 $5.58 $5.43 $5.38 8" $6.56 $6.12 $5.91 $5.86 10" $7.17 $6.62 $6.37 $629 12" $7.81 $7.16 $6.85 $6.76 14" $8.46 $7.69 $7.33 $7.22 16" $9.06 $8.19 $7.78 $7.66 18" $9.70 $8.73 $8.26 $8.13 20" $10.35 $9.26 $8.74 $8.59 22" $10.95 $9.76 $9.19 .Mp3 24" $11.60 $10.30 $9$7 .'. � W5o 26" $12.25 $10.83 $10.15.... '.x'96 28" $12.85 $11.34 $10.'61' • "' $1140 - 30" $13.50 $11.86 .... $11 b8...' . :$11188 32" $14.14 $12.40 $11.'57; ': :$1.1'.33 34" $14.74 $12.90 $12112, ... $11.77 36" $15.39 $13.44 $12.'50 _' :$1.2.23 38" $16.03 $13.97 •• $1213411 ' : $1,2,2.0 40" $16.64 $14.47 $13.43 $'x3.14 42" $17.29 $15.01 $13.91 $13.60 44" $17.90 $15.51 $14.37 $14.04 46" $18.54 $16.04 $14.85 $14.50 48" $19.18 $16.58 $15.33 $14.97 Price Per Bend $0.75 $0.50 $0.50 $0.50 Page 3 of 4 ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES Sheet Metal Accessories Covered Under these Pricing Tables: -Drip Edge -Gravel Stop -Gutters, Straps, Hangers & Fasteners -Coping -Surface Mounted Counter Flashing -Reglet Mounted Counter Flashing -Skirt Flashing -Expansion Joints -Miscellaneous Metal Fabricated Details Galvanized Steel Size / Gauge 20 Ga 22 Ga 24 Ga 26 Ga 6" $4.77 $4.72 $4.69 $4.65 8" $5.03 $4.96 $4.92 $4.86 10" $5.27 $5.18 $5.14 $5.07 12" $5.53 $5.42 $5.37 $5.29 14" $5.78 $5.66 $5.59 $5.50 16" $6.02 $5.90 $5.81 $5.70 18" $6.28 $6.14 $6.04 $5.92 20" $6.54 $6.37 $6.26 $6.14 •••• 22" $6.78 $6.60 $6.48 $6.34 •••• •••24": $7.03 $6.84 $6.71 $6.55 .•• • •• •••3ir"• $7.29 $7.08 $6.94 $6.77 • 28" $7.53 $7.30 $7.16 $6.97 • • • •30P $7.78 $7.54 $7.38 $7.18 • • • • • •• )2% • • $8.04 $7.78 $7.62 $7.40 • • • •3AB'. . • . $8.29 $8.01 $7.83 $7.60 • 36"� $8.54 $8.25 $8.06 $7.82 .... • • $8.80 $8.49 $8.29 $8.03 • • 40" $9.04 $8.71 $8.50 $8.23 42" $9.30 $8.95 $8.74 $8.45 44" $9.54 $9.18 $8.94 $8.66 46" $9.79 $9.42 $9.18 $8.87 48" $10.05 $9.66 $9.41 $9.09 Price Per Bend $0.75 $0.50 $0.50 $0.50 Page 4 of 4 ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES Caulking Chart pricing per Linear Foot Installed 2 Component Epoxied Urethane Compound Joint Size 1/8" 3/16" 1/4" 5/16" 3/18" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4" 1/8" 3/16" 1/4" 5/16" 3/18" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4" $1.38 $1.44 $1.50 $1.55 $1.61 $1.73 $1.84 $1.96 $2.01 $2.13 $2.24 $2.53 $2.65 $1.44 $1.50 $1.55 $1.61 $1.67 $1.73 $1.84 $2.01 $2.07 $2.13 $2.30 $2.59 $2.70 $1.50 $1.55 $1.55 $1.67 $1.73 $1.73 $1.96 $2.01 $2.07 $2.13 $2.36 $2.65 $2.76 $1.55 $1.61 $1.61 $1.73 $1.78 $1.84 $2.01 $2.07 $2.07 $2.13 $2.42 $2.70 $2.82 $1.61 $1.67 $1.67 $1.78 $1.84 $1.96 $2.07 $2.13 $2.07 $2.19 $2.53 $2.76 $2.88 $1.73 $1.73 $1.73 $1.84 $1.96 $2.01 $2.13 $2.19 $2.19 $2.24 $2.59 $2.82 $2.93 $1.84 $1.84 $1.84 $1.96 $2.01 $2.07 $2.19 $2.24 $2.30 $2.30 $2.65 $2.88 $2.99 $1.96 $2.01 $2.01 $2.01 $2.07 $2.13 $2.24 $2.30 $2.36 $2.36 $2.70 $2.93 $3.05 $2.01 $2.07 $2.07 $2.07 $2.13 $2.19 $2.30 $2.36 $2.42 $2.42 $2.76 $2.99 $3.11 $2.13 $2.13 $2.13 $2.24 $2.19 $2.24 $2.36 $2.42 $2.53 $2.53 $2.82 $3.05 $3.22 $2.24 $2.30 $2.30 $2.36 $2.36 $2.42 $2.42 $2.53 $2.59 $2.65 $2.88 $3.11 $3.28 $2.53 $2.59 $2.59 $2.65 $2.70 $2.70 $2.76 $2.82 $2.82 $2.88 $2.93 $3.22 $3.34 $2.65 $2.70 $2.76 $2.82 $2.82 $2.82 $2.88 $2.93 $2.93 $2.99 $2.99 $3.28 $3.39 • • .. ... . . . • . .. . . . • • •• ••• .. • • • •• • ••• •• ••• • • • • • • • • • • • • • • •. • • • • • •• • • • • • • • • • • •• • • •. • • • • •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••. • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Page 1 of 3 ... . . . ... . . • •• •• • • • •• •. • • • • • • • • • • :ITB A4:1913 PRIOING FORM FOR ROOFING PRODUCTS AND SERVICES ••• • . • • ••• • • :. .'Calking CI astericing per Linear Foot Installed •• • • • • • . • • • •; ; ' 13cnponent Polyurethane Joint Size 1/8" 3/16" 1/4" 5/16" 3/18" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4" 1/8" 3/16" 1/4" 5/16" 3/18" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4" $2.07 $2.19 $2.30 $2.36 $2.47 $2.65 $2.82 $2.93 $3.05 $3.22 $3.45 $3.80 $3.97 $2.19 $2.30 $9.36 .; $2+47; , =65.' $2.82 $2.93 $3.05 $3.22 $3.45 $3.80 $3.97 $4.08 $2.30 $2.3647 . • 1265• • • i482 • • $2.93 $3.05 $3.22 $3.45 $3.80 $3.97 $4.08 $4.20 $2.36 $2.47 $2.65 $2.82 $2.93 $3.05 $3.22 $3.45 $3.80 $3.97 $4.08 $4.20 $4.31 $2.47 $2.65 $2.82 $2.93 $3.05 $3.22 $3.45 $3.80 $3.97 $4.08 $4.20 $4.31 $4.31 $2.65 $2.82 $2.93 $3.05 $3.22 $3.45 $3.80 $3.97 $4.08 $4.20 $4.31 $4.31 $4.31 $2.82 $2.93 $3.05 $3.22 $3.45 $3.80 $3.97 $4.08 $4.20 $4.31 $4.31 $4.31 $4.37 $2.93 $3.05 $3.22 $3.45 $3.80 $3.97 $4.08 $4.20 $4.31 $4.31 $4.31 $4.37 $4.49 $3.05 $3.22 $3.45 $3.80 $3.97 $4.08 $4.20 $4.31 $4.31 $4.31 $4.37 $4.49 $4.49 $3.22 $3.45 $3.80 $3.97 $4.08 $4.20 $4.31 $4.31 $4.31 $4.37 $4.49 $4.49 $4.60 $3.45 $3.80 $3.97 $4.08 $4.20 $4.31 $4.31 $4.31 $4.37 $4.49 $4.49 $4.60 $4.60 $3.80 $3.97 $4.08 $4.20 $4.31 $4.31 $4.31 $4.37 $4.49 $4.49 $4.60 $4.60 $4.95 $3.97 $4.08 $4.20 $4.31 $4.31 $4.31 $4.37 $4.49 $4.49 $4.60 $4.60 $4.95 $5.12 Page 2 of 3 ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES Caulking Chart pricing per Linear Foot Installed 1 Component Silicone Rubber Joint Size 1/8" 3/16" 1/4" 5/16" 3/18" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4" 1/8" 3/16" 1/4" 5/16" 3/18" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1-1/8" 1-1/4" $2.13 $2.24 $2.36 $2.42 $2.53 $2.70 $2.88 $2.99 $3.11 $3.28 $3.51 $3.85 $4.03 $2.24 $2.36 $2.42 $2.53 $2.70 $2.88 $2.99 $3.11 $3.28 $3.51 $3.85 $4.03 $4.14 $2.36 $2.42 $2.53 $2.70 $2.88 $2.99 $3.11 $3.28 $3.51 $3.85 $4.03 $4.14 $426 $2.42 $2.53 $2.70 $2.88 $2.99 $3.11 $3.28 $3.51 $3.85 $4.03 $4.14 $4.26 $4.37 $2.53 $2.70 $2.88 $2.99 $3.11 $3.28 $3.51 $3.85 $4.03 $4.14 $4.26 $4.37 $4.37 $2.70 $2.88 $2.99 $3.11 $3.28 $3.51 $3.85 $4.03 $4.14 $4.26 $4.37 $4.37 $4.37 $2.88 $2.99 $3.11 $3.28 $3.51 $3.85 $4.03 $4.14 $4.26 $4.37 $4.37 $4.37 $4.43 $2.99 $3.11 $3.28 $3.51 $3.85 $4.03 $4.14 $4.26 $4.37 $4.37 $4.37 $4.43 $4.54 $3.11 $3.28 $3.51 $3.85 $4.03 $4.14 $4.26 $4.37 $4.37 $4.37 $4.43 $4.54 $4.54 $3.28 $3.51 $3.85 $4.03 $4.14 $4.26 $4.37 $4.37 $4.37 $4.43 $4.54 $4.54 $4.66 $3.51 $3.85 $4.03 $4.14 $4.26 $4.37 $4.37 $4.37 $4.43 $4.54 $4.54 $4.66 $4.66 $3.85 $4.03 $4.14 $4.26 $4.37 $4.37 $4.37 $4.43 $4.54 $4.54 $4.66 $4.66 $5.00 $4.03 $4.14 $4.26 $4.37 $4.37 $4.37 $4.43 $4.54 $4.54 $4.66 $4.66 $5.00 $5.18 .• ... . . • . . .• • • a • • • • • •• •.• •• • • • •• • ••• •• ••• • • • • • 0 • • • • • • • • •• • 0 • • • •• • • • • • • • • • • •• • • •. • • • • •• • • • • • ••• • 0 • • 000 • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Page 3 of 3 Y • •••• • • • • • •. • • • • • • •• ••. • • ••• • • • • •• • • •• • ••• • • • • •.•. .• • • • ••• • • • • • • . • • • . • •••• • • . • • •• ITB #14-5903 PRICING FORM FOR ROOFING PRODUCTS AND SERVICES Line Item Multiplier to Adjust Labor Costs Based Upon the Prevailing Wage Rate -Prevailing wage found at . http://www.wdol.gov/dba.aspx#0 Page 1 of 1 • Journeyman Multiplier Prevailing for Prevailing Wage Wage Rates Rate Roofer Sheet Metal $10.00 1.0000 0.8840 $12.50 1.0000 0.9060 $15.00 1.0000 0.9290 $17.50 1.0000 0.9520 $20.00 1.0120 0.9760 $22.50 1.0300 1.0000 $25.00 1.0480 1.0250 $27.50 1.0660 1.0510 $30.00 1.0840 1.0770 $32.50 1.1020 1.1040 $35.00 1.1200 1.1320 $37.50 1.1380 1.1600 $40.00 1.1560 1.1890 $42.50 1.1740 1.2190 $45.00 1.1920 1.2490 $47.50 1.2100 1.2800 $50.00 1.2270 1.3120 $52.50 1.2440 1.3450 $55.00 1.2610 1.3790 $57.50 1.2780 1.4130 $60.00 1.2930 1.4480 $62.50 1.3080 1.4840 • • $65.00 1.3230 1.5210 $67.50 1.3380 1.5590 • Y $70.00 1.3520 1.5980 $72.50 1.3660 1.6380 1 • • $75.00 1.3800 1.6670 $77.50 1.3940 1.6970 • • $80.00 1.4070 1.7280 P • • $82.50 1.4200 1.7590 $85.00 1.4330 1.7910 • • $87.50 1.4460 1.8230 • $90.00 1.4580 1.8560 $92.50 1.4700 1.8890 $95.00 1.4820 1.9230 $97.50 1.4940 1.9580 $100.00 1.5060 1.9930 $102.50 1.5180 2.0290 $105.00 1.5300 2.0660 $107.50 1.5420 2.1030 $110.00 1.5530 2.1410 $112.50 1.5640 2.1800 $115.00 1.5750 2.2190 $117.50 1.5860 2.2590 $120.00 1.5970 2.3000 Page 1 of 1 • Appendix A: Acknowledgement of Addenda ... . . .... • •• • •• . ••• • • .• • • •••• • • 1•SS • • • • •• •s ••• •• •• •••• • •• • •• • • • •• •• • •••• • • • • • 532 Cobb County/U.S. Communities Bid #14-5903 • CONFIDENTIAL • Garland/DBS, Inc. All trademarks and registration marks appearing in this document are the property of The Garland Company, Inc. or Garland Canada, Inc., unless specifically noted otherwise. © 2014 by Garland Industries, Inc. Prepared 03/24/14