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RC-0612-2018
TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5904 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: RC-0612-2018Date Issued: Wednesday, July 10, 2019 RC-0612-2018 This is to certify that work requested to be done as shown by Permit Number has been completed. 289.20-1-1 Tax Map Number: 89 HAVILAND RD Location: Ellen Williams, John Williams Owner: Hilltop Construction Applicant: This structure may be occupied as a: Residential Addition 480 s.f. (replacing existing crawl space) By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building & Code Enforcement Planning Board or Zoning Board of Appeals. f • —a. TOWN OF QUEENSBURY JP ' 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: RC-0612-2018 Tax Map No: 289.20-1-1 Permission is hereby granted to: Hilltop Construction For property located at: 89 HAVILAND RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Ellen Williams Single Family-Addition $229,900.00 Owner Address: 89 Haviland RD Total Value $229,900.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Hilltop Construction 51 Crowley RD Hudson Falls,NY 12839 Plans&Specifications Residential Addition 480 s.f. (replacing existing crawl space) $ 250.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, October 3,2019 (If a longer period is required,an application for a extension must be made to the code Enforcement Officer of the Town of Quee • before ex ' atio -at:A Dated at the Town .f Que:. s'rii• .r- , October 3,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ADDITION/ALTERATION PERMIT Permit c.rzlZ- 1QL APPLICATION Permit Fee:$ 2-5Q Town of Queensbury 742 Bay Road,Queensbury,NY 12804 Invoice#: be". P:518-761-8256 www.queensbury.net Project Location: b "( fl(.: 1,1 i tC nA Ro a Tax Map ID #: j - 1 F , Subdivision Name: CONTACT INFORMATION: • Applicant: Name(s): e 0 Q ✓1 Mailing Address, cis/ : 5 I ex. t 1AA5orl Faits N I - / Cell Phone: (.5 I ) a c- S>7c' I0rV, R-- Land Line: ( �� ) �' ) '7 9 S'' C� 3 65 {f f`c-k- Email: i r,c L a Cu V-)'t 11.- ci e)(N rL,Lek i on co C 0 rry • Primary Owner(s): Name(s): E "7-0kn ► 1 i asv\3 Mailing Address, C/S/Z: 461.6 I et-11 U 0_a C N y / O`-/ i Cell Phone: ( ) Land Line: ( ) Email: • Contractor(s): Business Name: a \'+ ) V :12-ZEOE Contact Name(s): Mailing Address, C/S/Z: +i 2018 /Ul Cell Phone: ( ) Land Line: Email: TOWN OF Q SEC•..,_._ 3UILDING&CODES • Architect(s)/Engineer(s): Business Name: c \ e Contact Name(s): ck Mailing Address, C/S/Z: 5 It YoC_cti-6 nel !-(00r' p r'a r s Cell Phone: ( ) cl-tand Line: ( _h-/ ' )� 7 Email: con ( 5dia-k.e\ ier-- . Co ' Contact Person for Building & Code Compliance: \ k'NA �rex,h�" (Z_. Cell Phone: ) i?7 06/ Land Line: (_/5/ > ) 'Q, - o Email: . Cam r e 1; 1\ C,O( strtk. ti c CO COrm P Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018 PROJECT INFORMATION: TYPE: Commercial \ Residential WORK CLASS: 'ingle-Family Two-Family Multi-Family (#of units Townhouse Business Office Retail Industrial/Warehouse Garage (#of cars ) Other (describe ADDITION SQUARE FOOTAGE: ALTERATION SQUARE FOOTAGE: 1st floor: '` '0G S 1j ' 1'e217\o o e g re v,Ili- 1st floor: 2nd floor: S �r 2nd floor: ��v'r u e t r 3rd floor: (ire ' 3rd floor: ` ,) - Basement (habitable space): Basement (habitable space): Total square feet: Total square feet: rQr ov Q- c.“\d rse v(a c s1 hc1 c rci-co l ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 500 2. If Commercial project, what is the proposed use: 3. Source of Heat (circle one): Gas Oil Propane Solar Other Fireplaces need a separate Fu I Burning Appliances &Chimney Application re ry c E. C t �� c- �, Sk C .l 1 2 s vN. c-.� C cL.55 -1 tee ft. 4. Are there any structures n t shown on the plot plan? YES NO Explain: 5. Are there any easements or the property? YES NO 6. SITE INFORMATION: a. What is the dimensions or acreage of tie parcel? b. Is this a corner lot? YES c NO c. Will the grade be changed as a result of the construction? YES (N-C7) d. What is the water source? PUBLIC PRIVATE WELL e. Is the parcel on SEWER or a PRIVATE SEPTIC system? Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018 DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Ef �e_z Lit SIGNATU RE: _ . DATE: J Town of Queensbury Building&Code Enforcement Addition/Alteration Application Revised March 2018 INSPECTION WORKSHEET (RPLUM-000676-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-0612-2018 Case Module:Permit Inspection Date:Wed Feb 6, 2019 Inspection Status:Partial Pass Inspector:Charles Dyer Inspection Type:Rough Plumbing Job Address:Parcel Number:89 HAVILAND RD Queensbury, NY 12804 289.20-1-1 Contact Type Company Name Name Engineer SD Atelier Applicant Hilltop Construction Contractor Hilltop Construction Primary Owner Williams, John Granted Permission Hilltop Construction Primary Owner Williams, Ellen Checklist Item Passed Comments Building Inspector Notes NO 2/6/19 rough plumbing approved Rough Plumbing / Nail Plates YES Plumbing Vent Vents in Place YES 3" Vent Through Roof YES 1 ½ inch minimum Drain Size YES Washing Machine Drain 2 inch minimum YES Feb 06, 2019 Page (1) INSPECTION WORKSHEET (RPLUM-000676-2019) Checklist Item Passed Comments Washing Machine Trap: 18"-24" discharge YES Cleanout every 100 feet change of direction YES Pressure Test YES Drain Vent YES Air Head YES 5 psi or 10 ft. above highest conn. for 15 minutes YES Sanity drain holding 5 psi for 15 minutes Pressure Test YES Water Supply Piping NO Air Head YES 50 P.S.I for 15 minutes YES Holding 100 psi for 15 minutes Air Test Gas Piping 10 psi for 10 Minutes NO All Return Air Hard Duct Work NO Duct Insulation - if required in unheated spaces NO Duct work sealed properly NO Feb 06, 2019 Page (2) Dyer, Charles (Inspector) INSPECTION WORKSHEET (FIST-000675-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal Case Number:RC-0612-2018 Case Module:Permit Inspection Date:Wed Feb 6, 2019 Inspection Status:Partial Pass Inspector:Charles Dyer Inspection Type:Firestopping Job Address:Parcel Number:89 HAVILAND RD Queensbury, NY 12804 289.20-1-1 Contact Type Company Name Name Engineer SD Atelier Applicant Hilltop Construction Contractor Hilltop Construction Primary Owner Williams, John Granted Permission Hilltop Construction Primary Owner Williams, Ellen Checklist Item Passed Comments Building Inspector Notes NO 2/6/19 vertical penetrations verified for firestopping Fire separation 1, 2, 3 hour NO Fire wall 2, 3, 4 hour NO Fireproofing NO Firestopping YES Penetration sealed YES Feb 06, 2019 Page (1) INSPECTION WORKSHEET (FIST-000675-2019) Checklist Item Passed Comments 16 inch insulation in cavity min.NO Garage Fire Separation NO House side ½ inch or 58 inch Type X NO Garage side 5/8 inch Type X NO Ceilingwall NO Feb 06, 2019 Page (2) Dyer, Charles (Inspector) INSPECTION WORKSHEET (BINS-000512-2019) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal RC-0612-2018Permit Case Number:Case Module: Fri Jan 25, 2019Partial Pass Inspection Date:Inspection Status: John O'BrienBuilding Framing Inspector:Inspection Type: 89 HAVILAND RD289.20-1-1 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName Primary OwnerWilliams, John EngineerSD Atelier ApplicantHilltop Construction Granted PermissionHilltop Construction Primary OwnerWilliams, Ellen ContractorHilltop Construction Checklist ItemPassedComments Building Inspector NotesNO1/25/19 Framing Partial Approval - Ice and Water Shield Approved Remaining Items: - Permanently fasten screen porch columns to post cups and at beam with Timberlock screws. - Locate 22" x 30" attic access for addition. - Provide revised drawings for changes made to screen porch (Elevation, Column and Ceiling). Note: The crawl space area below addition will only be accessible thru a 18" x 24" minimum access door or panel. This area may not be used for storage or heating appliances due to the use of unprotected I Joists as per 2015 IRC Section R302.13. I have given your foreman Tom the construction guide for fire protecting I Joist Floor Systems. Jan 25, 2019Page (1) INSPECTION WORKSHEET (BINS-000512-2019) Checklist ItemPassedComments FramingYES1/25/19 Framing Partial Approval - Ice and Water Shield Approved Remaining Items: - Permanently fasten screen porch columns to post cups and at beam with Timberlock screws. - Locate 22" x 30" attic access for addition. - Provide revised drawings for changes made to screen porch (Elevation, Column and Ceiling). Note: The crawl space area below addition will only be accessible thru a 18" x 24" minimum access door or panel. This area may not be used for storage or heating appliances due to the use of unprotected I Joists as per 2015 IRC Section R302.13. I have given your foreman Tom the construction guide for fire protecting I Joist Floor Systems. Attic Access 22 x 30 minimumNO Air Seal all Plates and SillsNO Air Seal All Registers at FloorNO Air Sealing all Joints Before InsulationNO Notches Holes Bearing WallsNO Draft stopping 1,000 sq. ft. floor trussesNO Soffits-Insulation BaffelNO Windows Habitable Space BedroomsNO 24 in. (H)NO 20 in. (W)NO Jan 25, 2019Page (2) INSPECTION WORKSHEET (BINS-000512-2019) Checklist ItemPassedComments 5.7 sf above below gradeNO 5.0 sf gradeNO Design Professional Sign-off, if requiredNO1/25/19 Framing Partial Approval - Ice and Water Shield Approved Remaining Items: - Permanently fasten screen porch columns to post cups and at beam with Timberlock screws. - Locate 22" x 30" attic access for addition. - Provide revised drawings for changes made to screen porch (Elevation, Column and Ceiling). Note: The crawl space area below addition will only be accessible thru a 18" x 24" minimum access door or panel. This area may not be used for storage or heating appliances due to the use of unprotected I Joists as per 2015 IRC Section R302.13. I have given your foreman Tom the construction guide for fire protecting I Joist Floor Systems. O'Brien, John (Inspector) Jan 25, 2019Page (3) I TOWN QUEENSB OF UR 9UILDING & CC I PROJECT MANUALeviewed By: - New Addition and Renovations for: ,.? tt'L-4-1-- c,..,......... • . 6. 2., r I .6,,,, b ) Ellen and John Williams 89 Haviland Rd Queensbury, New York 12804 I ,W7 tE aaa aa, a a\ ','''' TOwN oF QuEa.,,sBuRy BUILDING DEpl-nry, 8a3ed on our i":. inii I MENT ,-,--,, N,-,:‘, with our corn timed examination - --_-- N:NV,„ indicating th not be cons full e Plans and s,. •c__ trued as -.:HF1-1A PieW YOrk St ate. w ifia : Wing codes n of .., ..... 411.1111111116, -' --- - ,.- ---------- - -re...t...“....-......... ....-.........., +MN! . ...-- .., , , al =a \ NI MO 1 ---------1,-:.-.....-._,- fi it-D-=Eli 1 in ED ED Ell I •01. 1/-1- ,4 -Ti 1 1 I i i I :I: MIME ' -1 .... IIIIIIii- = IN F. ; ; ------- ED LJ ED ED 1 1 E3 El O E3 1 1 1 El LJ L_J LJ i , En LI L__I a... •• [LD rai r--1 rijj iicDirilj I , ...;. ,-,--..„. ..,„..........,„, SEP 2 4 2018 I , L .. _ TOWN OF QUEENSBURY BUILDING&CODES SDATEUER r 7 ARCHITECTURE L.L.C. 511 BROADWAY,2ND FLOOR SARATOGA SPRtNGS.N.Y.12858 P.H.518 587 3385/FAX 518 306 6048 SDATELIER.CON 00.' st 04t :°'40. July 11, 2018 ";'•',..z,,,V.- i• v.4., ,/4k a, - - 289.20-1-1 RC-0612-2018 ' gefio21,-, -4,- •.,:)„... ,. Williams, Ellen & John 89 Haviland Rd Residential Addition 480 s.f. Project Number 2017-67 New Addition and Renovations for: Ellen and John Williams 89 Haviland Rd. Queensbury, NY 12804 Hm. 508-528-9584 Cell 508-269-5480 Architect: SD Atelier—Architecture, LLC 511 Broadway, Second Floor Saratoga Springs, NY 12866 (518) 587-3385 (518) 306-6048 (fax) info@sdatelier.com www.sdatelier.com INDEX TO SPECIFICATIONS SUPPLEMENTARY GENERAL CONDITIONS DIVISIONS 1 General Requirements 2 Site Work 3 Concrete 4 Masonry not applicable 5 Metals 6 Carpentry 7 Moisture Protection 8 Doors, Windows, and Glass 9 Finishes 10 Specialties not applicable 11 Equipment not applicable 12 Furnishings not applicable 13 Special Construction not applicable 14 Conveying Systems not applicable 15 Mechanical 16 Electrical DRAWING See Drawing Title Sheet 1 SUPPLEMENTARY GENERAL CONDITIONS: The term Owner throughout these specifications shall mean: Ellen and John Williams 78 Grove Street Norfold, MA 02056 0. GENERAL SCOPE OF WORK: The General Contractor and all sub-contractors shall perform all Work as specified or indicated in the Contract Documents for the Construction of an Addition and interior renovations to 89 Haviland Rd. Queensbury NY. The Project Architect is: SD Atelier—Architecture, L.L.C. 511 Broadway, 2nd. flr. Saratoga Springs, New York 12866, who is hereinafter called Architect and will assume all duties and responsibilities and will have the rights and authority assigned to Architect in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. • The Contractor and all sub-contractors make the following representations: 1. Contractor has familiarized himself with the nature and extent of the Contract Documents, Work locality, local conditions and all Federal, State and local laws, ordinances, rules and regulations that may in any manner affect cost, progress or performance of the Work. 2. Contractor has made examination, investigations and studies at the project site as he deems necessary for the performance of the Work at the Contract Price, within stated Contract Time. 3. Contractor has correlated the results of all such observations, examinations, investigations, studies and data with the terms and conditions of the Contract Documents. 4. Contractor has given the Architect written notice of all conflicts, errors /discrepancies he has discovered in the Contract Documents and a written resolution thereof by Architect is acceptable to the Contractor. 5. Contractor shall employ only competent and skilled personnel to perform the Work. The Contractor shall remove, from the job site, any personnel of Contractor determined to be unfit or to be acting or working in violation of any provisions of the contract. Contractor shall comply with and enforce job site work rules. Compliance with applicable safety regulations is strictly the responsibility of the Contractor. The Architect holds no responsibility for site safety. 1. INTENT OF DOCUMENTS AND SCOPE OF WORK: In all decisions that involve a change in scope to the project, the Contractor shall obtain approval of the Architect before initiation of a decision. The specifications and drawings are intended to cover all materials, labor, incidentals, services, etc. for the satisfactory completion of the work.All work must be done in accordance with accepted standards and local practices for quality workmanship and materials.All work shall be conforming to all national, state& local codes.All manufactured items shall be installed or applied as directed by the manufacturer's instructions. The Owner shall have the privilege of supplying certain items of material after award of the Contract. The Contractor shall install this material and give the Owner an equitable credit for such items if already included within. The documents are complimentary and what is called for on any one shall be binding as if called for by all documents. 2. PERMITS AND SURVEYS: The Contractor shall obtain and pay for all permits and licenses required including the Building Permit. The Contractor shall be responsible for providing the Owner with a Certificate of Occupancy—upon issuance of certificate of substantial completion. Measurements, Grade Lines and levels; shall be the responsibility of the Contractor. Verify all existing lines and levels and dimensions as shown on the site plan and elevations. Before placement of order for materials or doing work, which is dependent upon coordination with building conditions, the Contractor shall verify all dimensions by surveys and taking measurements. No consideration will be given to any claim based on differences between the actual dimensions and those indicated on the drawings unless written 2 I notice is received before the start of construction. Therefore, prudent planning and "layout" (thought) must be given to the task(s), discipline and or phase of work—before beginning that task(s), discipline or phase of work. Any discrepancies between the drawings and/or the specifications and the existing conditions shall be referred to the Architect for additional instructions before any work affected thereby is begun. 3. CLEAN-UP: The job site shall be kept reasonably clean at all times during construction. Trash shall be trucked away weekly.Wash window and clean thoroughly entire"zone" as affected by the work; before final payment. 4. DISCREPANCIES: In the event of a discrepancy between the Drawings and the Specifications or between individual drawings and/or individual specifications sections, the Contractor is required to provide the more stringent requirement. The Contractor shall submit his action in writing to the Architect for review and interpretation. Any discrepancies between the Drawings and/or specifications and the Existing Conditions shall be referred to the Architect for additional instructions before any work affected, thereby is begun. The Architect's decision is final. 5. CLAIMS FOR ADDITIONAL COST: IIf the contractor wishes to make a claim for an increase in the Contract Sum, he shall give the Owner written notice thereof within (7)days after the occurrence of the event-giving rise to each claim. This notice shall be given by the Contractor before proceeding to execute the work except in emergency conditions affecting life or property. No claims shall be valid unless so made. Communication with the owner may be made by telephone or e-mail. The adjustment to the Contract Sum shall be accompanied by change order. The additional work(change order)shall have a General Contractor markup of no more than 8%.A detailed Iitemized cost shall be presented for approval upon the claim for additional costs. 6. CONCEALED CONDITIONS: The General Contractor and all Sub-Contractors; whose responsibility is the excavation work shall obtain a "shake out"which locates all underground facilities according to New York State Law, Code Rule 53. The General Contractor and all Sub-Contractors; shall contact the Underground Facilities Protective ` Organization (UFPO)for such information at least two (2)work days prior to the commencement of such excavation.The Contractor shall be fully responsible for any and all damages, which might be accompanied by his failure to preserve underground facilities. Should concealed conditions be encountered below the existing ground surface (i.e. unexpected ground water), the Contract Sum shall be adjusted by Change IOrder, if approved by the Owner. 7. DOCUMENT SEPARATION AND RESPONSIBILITY: Separation of the Specification into divisions and sections is for convenience only and is not intended to establish limits of work define or limit specific work of a Subcontractor, or delegate responsibilities for the Contractor. It is the Contractor's responsibility to direct who is to price and perform each segment of the work. 8. FINAL PAYMENT/RELEASE OF LIENS: The Contractor shall deliver to the Owner a complete release of all liens arising out of this Contract prior to final payment. In addition, the Contractor shall furnish proof of Payment to all Subcontractors 15 days after each payment application is approved and processed. Failure of this may delay payment for preceding applications for payment. This shall be done in order to avoid any potential for claims or liens against the Owner. Final Payment by the Owner shall be made upon completion of all Punch List items and receipt of the certificate of occupancy from the building department. 3 9. GUARANTEE/WARRANTY: Two years from the date of issuance of the Final Payment, the plumbing, electrical, heating, cooling, and ventilation systems of the residence shall be free from defects due to a failure from faulty workmanship or materials. Six years from the date of issuance of the Final Payment, the home shall be free from material defects. This Contractor shall keep same in repair and replace any defective parts without cost to the Owner for a period of one year after completion of the job. Provide all guarantees as called for within, including the five-year guarantee as per Division 7. 10. INDEMMFICATION: 1 For the purposes of this section, the terms Contractor,Architect and Owner shall include their respective officers, employees, subcontractors, representative's agents, or anyone else acting on their respective behalf. The Contractor agrees to assume the risk of all damage, loss, costs or expense, arising out of or resulting from the Contractor's actions and construction activities. The Contractor shall indemnify, hold harmless and defend the Owner,Architect and the Owner's Lender (if any)from and against any claim, liability, damage, loss or expense which may accrue to or be sustained by the Owner, Design Professionals or Owner's lender(if any)on account of any claim, damage, loss, suit or action, including attorney's fees and expenses, in connection with the performance of the Contract or the Contractor's actions in connection with the project arising from any cause whatsoever, and regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder acting within the scope of their employment. Such obligation shall not be construed to negate, abridge, or reduce other rights or obligations of indemnity that would otherwise exist as to a party or person described in this section. The Owner and the Contractor agrees to limit the Design Professional's liability to the Owner, General Contractors and Subcontractors on the project, due to the Design Professional's negligent acts, errors, or omissions, such that the total aggregate liability of the Design Professional to all those named shall not exceed one third the total fee for services rendered on this project by the Design Professional. In claims against any person or entity indemnified under this section by an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under Section shall not be limited by a limitation on amount or type of damages, compensation or benefits payable by of for the Contractor or a Subcontractor under the worker's compensation acts, disability benefit acts or other employee benefit acts. 11. INSURANCE: No work shall commence and the Owner has the option to void the contract unless the Contractor shall secure and deliver a certificate of insurance dated within five (5) days of the date of the signing of the contract and showing that the required policies are in effect, and Contractor shall maintain such insurance policies as will protect himself, his subcontractors, and unless otherwise specified, the Owner, its agents, servants and employees and the Architect and Engineer(s)as additional named insured, from any and all claims for Bodily Injuries, Death or Property Damage which may arise from operations under the contract whether such operations be by himself or by any subcontractor or anyone employed by him directly or indirectly, or any other party who may be injured, claim injuries or die. Compensation Insurance: The Contractor shall procure and maintain during the life of this Contract, Workmen's Compensation for all of his employees to be engaged in the work on the project under this Contract, and in case of any such work sublet, the Contractor shall require his Subcontractor similarly to provide Workmen's Compensation Insurance for all the latter employees to be engaged in such work unless such employees are covered by the protection afforded by the Contractor's Compensation Insurance by the protection afforded by the Contractor's Compensation Insurance. These coverages shall meet the Statutory Limits of New York State. Any and all proprietors, partners, executive officers and members must be covered for Workers Compensation even if not required by NYS law to be covered. Certificates of Insurance must show that Workers Compensation is in effect and "N" must appear on the Certificate next to the question, 'Any Proprietor/Partner/Executive Officer/Member Excluded' Comprehensive Commercial General Liability including Contractual, Primary and Non-Contributory: 4 I The Contractor shall procure and maintain insurance in the following amounts: a. $ 1,000,000—each occurrence bodily injury and property damage. b. $2,000,000—general aggregate c. $2,000,000—products/completed operations aggregate—to be maintained for 1 year after final payment. Include Owner,Architect as additional insured. Builder's Risk Insurance: The Owner shall provide this policy to protect the interest of the Owner. Contractors shall be responsible for theft or damage to building materials and tools, whether stored on or off-premises. (verify w/Owner's insurance agent and policy) Umbrella Liability: a. $3,000,000—over primary coverage. b. Include Owner,Architect as additional Insured. Business Auto Liability: a. $ 1,000,000—bodily injury and property damage combined limit. b. $ 1,000,000 hired and non owned auto liability. Owners Protective: Before commencement of the work, the contractor shall submit written evidence that he has obtained, for the period of the contract, an "OCP" policy in the name of the Owner. Limits of not less than $ 1,000,000 each occurrence; $ 1,000,000 aggregate shall be provided. Policy shall be in the name of the Homeowner. Certificates: Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the work. The certificates and insurance policies required by this contract shall contain a provision that coverages afforded under the policies will not be cancelled or allowed to expire until at least 30 days prior written notice has been given to the Owner.All companies shall be licensed to business in the State of New York. The Contractor shall not commence work until the required insurance has been approved as to companies, amount, coverage and form by Homeowners insurance agent. 12.APPLICATION AND CERTIFICATE FOR PAYMENT: Contractor shall make preparation of the Schedule of Values with preparation of the Contractor's Construction Schedule. He shall submit the schedule of values to the Homeowner and Architect at the earliest feasible date, but in no case later that 7 days before the date scheduled for submittal of the initial Application for Payment. Each progress payment date is as indicated in the Agreement. The period of construction work covered by each Application for Payment is the period indicated in the Agreement. 13. PRODUCT SUBSTITUTIONS: Substitutions: requests for changes in products, materials, equipment, and methods of construction required by the Contract Documents proposed by the Sub-Contractors after the award of the sub-contracts are considered requests for"substitutions". The following are not considered substitutions: Substitutions requested by Bidders during the Bidding period, and accepted prior to award of the Construction Contracts, are considered as included in the Contract Documents and are not subject to requirements specified in this Section for Substitutions. Revisions to the Contract Documents requested by the Owner or Architect. Specified options of products and construction methods included in the Construction Documents. The Sub-Contractor's determination of and compliance with governing regulations and orders issued by governing authorities. Substitution requests shall be considered only if received within 30 days after commencement of the Work. Requests after this period may be considered or rejected at the discretion of the Owner or Architect. Submit three copies of each request for substitutions for consideration. Identify the product or installation method to be replaced in each request. Include related information (Specification number and drawing numbers as relevant). Provide product data, samples, detailed comparisons (such as size, weight, impact on work schedule- coordination concerns, durability, performance and visual effect- those issues as to allow for an obvious decision. Sub-Contractor submitting change shall be responsible for listing changes and/or modifications to other parts of the work as required due to their substitution. 5 I Architect and Owner(shall within one week of receipt for substitution) request further information/ documentation.Within 2 weeks of receipt of substitution (or 1 week after request for further information) whichever is later; the Owner or Architect shall decide on the Substitution request. If a decision is not reached within this time frame the original specified item, material shall be as per Contract Documents.All accepted substitutions shall be processed as a change order. Substitutions shall be directly related to"or equal"clause; they shall meet the design intent and performance as originally specified in the Contract Documents. The final determination as made by the Owner or Architect shall allow no further substitutions for this material, item or scope of work. The Contractor's substitution requests shall be received and considered by the Owner or Architect only when one or more of the following conditions are satisfied, as determined by the Owner or Architect. - Represents that the contractor has personally investigated the proposed substitutions and determined that is it equivalent or superior in all respects to that specified. - Represents that the contractor and/or manufacturer will provide the same or better warranty for the substitution that the contractor would for that specified. - Certifies that the cost data presented completed is complete and includes all related costs under this contract; and waives all claims for additional costs related to the substitutions which subsequently become apparent. - Extensive revisions to the Contract Documents are not required. - Proposed changes are in keeping with the general intent of the Contract Documents. -The request is timely, fully documented, and submitted properly. -The request is a fair, acceptable equal - as determined by the Architect. -The specified item or scope of work cannot be provided within the Contract Period or scheduling will not accommodate substitution (this also includes any impact of a governing board's required action). -A substantial advantage is offered the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Architect for redesign, evaluation of and services required; increased cost of other construction by the Owner or separate Sub- Contractor's, and similar considerations. - The specified substitution cannot be coordinated with other materials, or involves more than one Sub-Contractor, and each Sub-Contractor is not able to cooperate with the others, to provide a uniform and consistent compatibility and quality of product. - END OF SECTION - DIVISION 1 -GENERAL REQUIREMENTS SECTION 1 A-SPECIAL CONDITIONS 1.01 DAMAGES: The Contractor shall repair, at his expense, any damages done to the property of the Owner caused by his work, his manners or methods of construction, and/or exposure to the weather. 1.02 TEMPORARY PARTITIONS AND ENCLOSURES: Provide temporary bracing, shoring, forms, ties, etc. as required by the construction. Provide temporary enclosures as required to protect against the weather, dust/dirt of construction and/or floating particles. Erosion protection measures shall also be instituted to protect the natural vegetation, "wet areas(wetlands) and soils of the site. Protection of site and Landscape features and I or vegetation be provided for. Upon contractor award, Contractor shall generate and co-ordinate a project construction schedule and the"logistics"for the new building construction work scope, site and all aspects. General Contractor shall also co-ordinate utilities and utility company's requirements for required "shut-offs"/delays (suspensions)and "start-ups". 1.03 STORAGE AND OVERLOADING: 1 6 r In storing materials, the Contractor shall consult with the Owner and shall restrict his storage to spaces or areas of the site approved for such storage. 1.04 CONTIGENCY: Include in the Contract a contingency to cover the cost of unforeseen conditions; site conditions, etc. as agreed to by Owner and General Contractor.Architect recommends - $ 5,000.All items as stated by the Contractor to be a "Contingency Item"—shall be verified by the Architect and Owner and agreed to as such. Upon this agreement the Architect shall create a change order for the amount as agreed to by the Owner, Architect and Contractor. Not until change order(s) have been signed shall this become part of the "work scope." If there is no change order issued for this Contingency Amount it will be reimbursed to the Owner at final payment and processed as a change order credit. 1.05 DEMOLITION (Items of Removal): General Contractor shall be responsible for all required site and structure demolition/removals as required by the design intent& drawings.All items (unless otherwise directed) shall be removed from the site or salvaged and located as directed by Owner. This scope of work shall include the following, but not limited to: all portions of building components and exist'g structures as indicated on drawings or required by the new work and to meet design intent. Related work specified elsewhere: General Contractor and his subcontractors shall coordinate and schedule shut off, plugging, capping and termination of utilities as required. Traffic: Conduct selective demolitions operations and debris removal in a manner to ensure minimum interference with driveway, walks, underground items, and other adjacent neighboring properties. Utility Services: Maintain existing utilities as required by design intent/new work. Keep in service and protect against damage during demolition operations. General Contractor shall be responsible for all required demolition permits and surveys and all communications with Utility Company. 1.06 ITEMS NOT INCLUDED IN THE CONTRACT: The following items are not to be included as part of the Contract: Landscaping Fine grading, fertilizing & seeding (maybe a separate contract between Contractor& Owner) 1.07 CASH ALLOWANCES (G.C. and Contractor to coordinate w/Owner): Cash allowance amounts shall be agreed to by Owner and General Contractor for materials only. The cost of installation and the associated required work shall be included in the Contractor's "basic work scope"; therefore "no markups"to that material cost shall be accepted. The Contractor shall be responsible for all required co-ordinations of these allowance items. Upon submittal submission; Contractor shall verify total amounts as expended for allowance items; (as verified by paid receipts). All effort shall be made by Contractor to competitively shop allowances—verification of this maybe requested by the Architect. Credits or Additional Costs shall be accommodated by Change Order Forms; only after informing and agreement too.All allowance item costs exceeding as budgeted; shall be reviewed /approved by the Owner&Architect before processing of a change order. Contractor shall calculate all quantities to generate their"fixed" allowance amounts as required; calculations shall be noted on bid form. Door Hardware (Exterior and Interior) $ 500 Light Fixtures $ 1,000 - END OF SECTION - ' DIVISION 2 - SITE AND UTILITIES: 2.01 SITE CLEARING and EXCAVATION: 7 Coordinate as required all site work/excavation with new&existing construction and utilities as required to meet the design intent. Site Clearing - No construction debris is to be buried on site. (No biodegradable items are to be removed off site). Owner shall direct contractor as to areas of site and existing conditions not to be disturbed. 2.02 SEEDING AND SODDING: All fertilizing, seeding, and sodding is not part of this contract. (shall be responsibility of the Homeowner). 2.03 FILL, BACKFILLING, ROUGH AND FINISH GRADING AND TOPSOIL: Provide all required fill, backfilling, rough and finish grading; so as to site "prep-ready"the site for final seeding/sodding. Topsoil shall be taken from site stockpiles. For compacted fill in areas of new footing see sections. 2.04 ELECTRIC SERVICE It is assumed present service is adequate, co-ordinate all new electrical fixture locations and requirements w/Owner. However, General Contractor will be removing overhead electric service at the existing utility pole to the home New service shall be placed underground to the existing service meter and panel. This new underground service shall be provided for in a conduit in trench; compliant to Utility Company requirements. . General Contractor shall verify and gain Utility Company approval for all new work and include all required incidentals required. 2.05 UTILITY HOOK-UP: General Contractor shall co-ordinate with all other trades and disciplines as required to provide a complete and comprehensive hook up (attachments)for all utilities from building to site. Modify existing conditions as required to complete all work. General Contractor shall be responsible for final hook-up &testing of water for leaks and cleanliness. All final water, sewer and utilities shall comply with all existing local and state ordinances/requirements; as well as utility companies. 2.06 ACCESS TO SITE & RIGHT OF INSPECTION: General Contractor shall allow Owner; Owner's duly authorized agents, and representatives of the Owner's institutional lender at reasonable intervals during construction of the house, (a)the right of entry and free access to the house, and (b)the right to observe all work done, labor performed, and materials furnished in and about the house, provided that Owner shall not annoy, impede, or interfere with the General Contractor, it's employees, or sub-contractors in the prosecution and performance of its work site. - END OF SECTION - DIVISION 3 - CONCRETE 3.01 MATERIALS: It is assumed the load soil bearing pressure is 3,000 psi. No concrete shall be placed when weather conditions are not suitable for the proper placing, finishing or curing of the concrete. No concrete work shall bear on organic soil or fill—acceptable bearing shall be virgin earth, sand, gravel bedrock and or blasted ledge/rock. General Contractor& concrete sub—contractor shall endeavor to allow for concrete castings to be continuous. If, however a brake should occur—it shall only be acceptable if controlled to occur on a diagonal. No horizontal non-vertical breaks—shall be accepted. The diagonal joint shall be irregular("rough up")w/cont. water stop provided before next casting. Upon the curing of the concrete the joints shall be grout solid with a waterproof sealer—such as Thoroseal, or a 8 I bituminous coating. I Concrete shall be ready-mix stone concrete. To be 3,500 psi concrete, for the following: • Frost walls, footings and slab. Concrete to attain compressive strength-psi.@ 28 days. Concrete- air content of 5% -8% (as placed). 3.02 FORMWORK Forms for the contractor shall designate footings and walls, constructed straight and true to line and shall be adequately braced to support construction loads. Placement of the anchor bolts shall be coordinated with the Steel Fabricator/Supplier. Use framing lumber or plywood, tied and braced as required. Footing depths shown on the drawings shall be strictly adhered to. Insure removal of form ties and grout solid holes from Ities to avoid potential moisture conditions to the steel. 3.03 FOOTINGS : IBear all footings on firm undisturbed soil. If fill or compacted soil is required it shall be installed and compacted in 12"depth "lifts"—solicitation of a geotechnical engineer shall be required to design &field verify new work will meet required bearing capacity as footing loads are designed too. Do not place footings I in water nor on frozen ground. If water or unsuitable conditions are found, bearing stratum shall be verified by a licensed geo-technical engineer employed by the Owner prior to the casting of the concrete. Soil bearing surfaces previously accepted by geo-technical engineer, which are allowed to become saturated, frozen, or disturbed, shall be reworked to satisfaction of the geo-technical engineer. All footings shall be set below frost line on suitable, undisturbed, bearing capacity soil, as per code requirements. Notify the Architect of unsuitable bearing soil conditions or if water is encountered. Note: all foundations and footings have been designed for an assumed existing soil bearing load capacity of 3,000 psf and shall be at a minimum of 48" below finished grades. I 3.04 SLABS: I Set slabs on 8"of 3/4"diameter trap rock (unless detailed otherwise), polyethylene vapor barrier, and compacted/tamped or undisturbed earth. All compaction required under slabs shall be mechanically performed. For all backfilling of voids see Division 2. ` Begin curing slab on grade as soon as free water has disappeared from exposed surface. Keep continuously moist for(5)five days or apply curing compound per manufacturer's instructions. Cut control joints as soon as possible in each direction at a spacing not to exceed 15'-0" o.c. unless otherwise noted. General Contractor shall be responsible to provide all manners, means, conditions, and settings to minimize I and insure against concrete cracking. 3.05 FIBERMESH: Use only fibers manufactured from 100 percent virgin poly propylene, fibrillated and graded to an optimum gradation containing no reprocessed olefin materials and specifically manufactured with 25 individual unique fiber designs for use as concrete secondary reinforcement. Application per cubic yard shall equal a minimum of.1% (1.5 pounds). Fibers are for the control of cracking due to dying shrinkage and thermal expansion/contraction, reduction of permeability, increases impact capacity; shatter resistance, abrasion resistance and added fibrillated toughness. Fiber manufacturer must document evidence of 5-year satisfactory performance history, compliance with applicable building codes and ASTM C-1116 Type III_ 4.1.3,ASTM C-1116. Performance Level 1, 15 outlined in Section 21, Note 17 and Post Peak Flexural Strengths. Fiber mesh concrete reinforcement shall be manufactured by: Fibermesh 4019 Industry Drive; Chattanooga, Tennessee 37416; (615)892-7243 Note: Fiber mesh reinforcement is not an acceptable substitute for wire mesh. 9 I 3.06 FINISHING OF CONCRETE: Do not perform finishing operations with water present on the surface. Bull floating on exterior surfaces must promptly follow initial screening. Use a broom finish. If evaporation is excessive, reduce it by some means to avoid plastic shrinkage. Cover the concrete with wet burlap or polyethylene sheets in between finishing operations if conditions are severe. Curing: Start curing as soon as possible. Spray the surface with liquid membrane curing compound or cover it with damp burlap and keep it moist for at least three days. Apply a second application of curing compounds the next day. Acceptable practices shall follow guidelines as noted in PCA book"Design and Control of Concrete Mixtures, 13th. Edition"—Chapter 12 Cold-Weather Concreting. Joints: Provisions for contraction or expansion movements due to temperature and/or moisture shall be provided with construction of control joints by sawing, forming or tooling a groove about 1/4 the thickness of the slab, no further apart than 30 times the thickness. Often closer spacing of control joint will be necessary. The length of an area should not exceed about 1.5 times the width. Isolation joints should be provided whenever restriction to freedom of either vertical or horizontal movement is anticipated. This should be done where floors meet walls, columns or footing. These should be full depth joints and should be constructed by inserting a barrier of some type to prevent bond between the slab and other elements. Provide sufficient concrete cover(at least 3 inches)to keep salt and moisture from contacting the steel. I Install 6 mil poly V.B. at areas of furred flooring strips and wood flooring in order to prevent against any potential moisture problems. See Division 7 Thermal and Moisture Protection. 3.07 CONTROL JOINTS: I Provide control joints as shown on the drawings. In wet concrete, control joints may be placed with a plastic strip as manufactured by: Superior Featherweight 1325 Bucby Drive; City of Industry, CA 91745; (800-423-1802) Also acceptable is the use of hand troweled "jointer"to create the joint as the concrete sets, or can be cut within 36 hours after placement of concrete using a diamond-tip saw blade. Vertical control joints to be formed at 20'-0" o.c. (max.)and 10'-0"from corners. Caulk all vertical control and construction joints on interior and at garage areas. Co-ordinate as required with drawings for additional control joint locations and conditions. - END OF SECTION - DIVISION 4 -MASONRY -Not Applicable - END OF SECTION - DIVISION 5- METALS AND STEEL 5.01 MISCELLANEOUS METAL ITEMS : Select fasteners for the type, grade and class required. Bolts and nuts shall be regular hex head type, I ASTM A 307, Grade A. Lag bolts shall be square head type, FS FF- S-92. Wood screws shall be flat head carbon steel, FS FF - S- 111. Plain washers shall be round, carbon steel, FS - FF-W-92. Lock washers shall be helical spring type carbon steel, FS - FF-W -84. Furnish and install all miscellaneous metal items of rough hardware such as bolts, straps, anchors, plates, vents, etc. as called for or required. All exterior vents shall be screened. I 5.02 HURRICANE -(WIND LOAD FASTENERS)/SEISMIC ANCHORS: I 10 Connection of rafters to plate shall be achieved by the use of a Kant-Sag RT-10 that has a load capacity of 910#/connector or comparable Simpson connector. Applied at each rafter; to be 20-gauge minimum. Applied per manuf. Directions 5.03 ANCHOR BOLTS: • Anchor bolts (to be embedded) shall be delivered to the job site in ample time so as not to delay the sequencing of the work. Anchor Bolts (1/2"x 12")for new foundation to be installed @ 6'-0" o.c. maximum and no less than 1'-0"from corners. (See typical detail drawings for layout locations). • OR Furnish and install Titen HD screw anchors 1/2"x 8"; as manufacture by Simpson Strong Tie. Install as per manufactures instructions—shall be maximum 48" O.C. and less than 12"from all corners. Provide required ICC-ES report as requested by local code officials. siz ed porch anchor post bases connection to slab with composite post base CPB s ed per postsize. 5.04 ALUMINUM DRIP EDGE FLASHING: Furnish and install drip edge, step/counter flashing at all roof intersections w/vertical walls and provide all flashing /accessories for a complete water tight system. Installation shall be consistent with Industry standards. - END OF SECTION - DIVISION 6 - CARPENTRY SECTION 6A- ROUGH AND FINISH CARPENTRY Sawn lumber framing shall meet the following requirements: Species and grade: Spruce Pine Fir(SPF)#2 or better Fb = 875 psi., Fv = 70 psi., Fc= 425 psi., E = 1,400,000 psi., 15% moisture (max.). Pressure treated lumber shall meet the following requirements: Species and grade: Southern Yellow Pine#2 or better, Fb = 1100 psi., Fv = 85 psi., Fc = 675 psi., E = 1,400,00 psi. Laminated veneer lumber shall meet the requirements of Micro-Lam as manufactured by Truss- Joist Corporation Inc., Fb = 2925 psi., Fv = 285 psi., E = 2,000,000 psi. Fasten Micro-Lam members together using recommended fasteners and per manufacturer's requirements. Contractor shall verify the stress qualifications of all framing lumber before ordering, and notify the Architect immediately if they cannot be met. No Hem-Fir or No. 3 Douglas Fir-Larch permitted. Sizes as indicated on drawings and in accordance with local code requirements. Furnish all required rough hardware items such as beam,joist, or framing anchors as manufactured by"USP" or"Simpson" and miscellaneous items such as nails, screws, bolts, rods, anchors, etc. Furnish Hurricane/Wind Connectors as called out in Section "Metals". All Framing Lumber coming in contact with masonry fireplace and cast-in-place concrete shall be pressure treated lumber. 6A.01 FRAMING MATERIALS: Provide fire stops as required by 2015 IRC. Nails to be galvanized common. See details for locations, quantities and sizes.Anchor bottom plates to concrete with 1/2 dia. anchor bolts (ASTM A307)4'-0" o.c. and located not more than 9"from corners. Unless otherwise shown or indicated on the plans, provide as a minimum (3)-2 x 4 studs for posts at all Micro-Lam supports, 3 inches minimum bearing. All wood posts indicated on the framing plans must be sized to align w/posts above and/or below in both widths. Provide blocking within floor framing to make positive load transfer between posts or to foundation. Provide double floor joist under all parallel partitions. Provide bridging of floor joists, type and frequency, as shown on drawings. When not shown or indicated, provide one row with bevel-out 1 x 4 or 2 x 3 double crossed wood bracing for spans up to 14'-0". Use two rows for joist spans over 14'-0". Nail plywood roof sheathing 4" o.c. along panel edges and 12" o.c. at intermediate supports using 10d common nails. Provide support at unsupported long edges with wood blocking at spacing of 12" o.c. max. Nail plywood wall sheathing 4" o.c. 11 along panel edges and 12" o.c. at intermediate supports using 8d common nails. Provide support at unsupported long edges with wood blocking at spacing of 12" o.c. max. Exterior wall sheathing shall be nailed to furring strips (furring strips are to allow for natural ventilation). Glue and nail plywood floor sheathing 6"o.c. along panel edges and 12" o.c. at intermediate supports using 8d common nails. Secure wall gypsum board (sheetrock)to the studs using 1 1/4"W #6 screws (drywall fastener for wood studs) at 6" o.c. at panel edges and 6" o.c. at intermediate supports. Construct all framing true, square, plumb, and level. Install studs at centers indicated on drawing framing plans and, cross sections; unless otherwise shown or required by construction. Provide metal strap anchors or framing anchors as indicated or required (especially important in areas where full bearing of rafter heel is not possible). Provide all required 1 x 3 spruce or metal bridging on spans greater than 8 feet with bridging spaced a maximum of 8'-0" apart. Provide all miscellaneous rough carpentry including blocking, headers, furring, fire blocking, etc. to complete the work required by this and other Divisions of this specification. Double all jack studs on openings greater than 5'-0". Triple all jack studs on openings greater than 9'-0". 6A.02 NAILING : All nailing shall conform to the minimum requirements as set forth in the"Recommended Nailing Schedule" of the Building Code.All nailing for the exterior siding and trim shall be galvanized, as well as for pressure treated lumber. (8d ring shank nails may be used in lieu of 8d/ 10d common at non-load bearing conditions only). 6A.03 ROOF SHEATHING: Provide and install roof sheathing products meeting requirements for roof underlayment in accordance with ICC-ES AC266. Shall be Huber Engineered Woods, "Zip System" sheathing T and G, OR T and G profile SE—5/8" (performance category), panel sizes 4 x 8 with a PS2 span rating of 40/20; panel grade of Structural 1, meeting code evaluation reports ESR-1473 and 1474. Shall have a vapor transmission of WRB layer— 12-16 perm and Water-Vapor Permeance, facer compliant to ASTM E96/E96M. Shall be compliant to ASTM E2178 and ASTM E2357 @.75 Pa. for an air barrier assembly air leakage. Panels shall be fabricated with moisture resistant resins at panels and all edges/joints. For air and moisture barrier protection, coordinate sheathing installation with flashing and joint sealant sequencing and installation and with adjacent building air and moisture barrier components to insure a complete, continuous air- and moisture- barrier. Install panels with laminated facer to exterior. Stagger end joints of adjacent panel runs. Support all panel edges. Installation shall follow strictly manufacturers "self-spacing and "fastening guide" of the manufacturer to warranty product. All sheathing to provide proper grade stamps. Apply "Zip System" Tape at all panel seams, penetrations, and facer defects or cracks to form continuous weather-tight surface. Apply tape according to manufacturer's written instructions and requirements of ICC-ES applicable to tape application.All edges/joints penetrations shall be sealed with acrylic 12 mils tape thickness"Zip System" tape, with a tensile strength of 928 psi; which is weather and UV resistant—up to 180 days. Installation shall strictly follow manufacturer's instructions to guarantee 30-year warranty; from date of substantial completion. Contact Michael Duval - Regional Sales Manager, Huber Engineered Woods, LLC, Cell 518- 669-8781, fax 704-731-0759, mike duval©hubercom 6A.04 EXTERIOR VERTICAL SHEATHING: Provide and install wall sheathing products meeting requirements for water resistive barrier in accordance with ICC-ES AC310. Shall be Huber Engineered Woods, "Zip System" sheathing T and TG SE— 1/2"' (performance category), panel sizes 4 x 8 with a PS2 span rating of 32/16; panel grade of Structural 1, meeting code evaluation reports ESR-1473 and 1474. Shall have a vapor transmission of WRB layer— 12- 16 perm and Water-Vapor Permeance, facer compliant to ASTM E96/E96M. Shall be compliant to ASTM E2178 and ASTM E2357 @.75 Pa. for an air barrier assembly air leakage. Panels shall be fabricated with moisture resistant resins at panels and all edges/joints. For air and moisture barrier protection, coordinate • sheathing installation with flashing and joint sealant sequencing and installation and with adjacent building air and moisture barrier components to insure a complete, continuous air- and moisture- barrier. Install panels with laminated facer to exterior. Stagger end joints of adjacent panel runs. Support all panel edges. Installation shall follow strictly manufacturers "self-spacing and "fastening guide" of the manufacturer to warranty product.Apply"Zip System"Tape at all panel seams, penetrations, and facer defects or cracks to 12 I form continuous weather-tight surface. All edges/joints penetrations shall be sealed with acrylic 12 mils tape thickness. Tape, with a tensile strength of 928 psi; which is weather and UV resistant—up to 180 days. I Installation shall strictly follow manufacturer's instructions to guarantee 30-year warranty; from date of substantial completion. Contact Michael Duval - Regional Sales Manager, Huber Engineered Woods, LLC, Cell 518-669-8781, fax 704-731-0759, mike.duval@huber.com I I I -- MIN.1/2-INCH GYPSUM g WALLBOARD WOOD STUD FRAMING `�®" l 'a. 4 WALL CAVITY INSULATION + NOT OK OK I NOT SHOWN FOR CLARITY __..; INSTALL ZIP SYSTEM®TAPE AT ALL EXTERIOR CORNERS -.11' „� WITH MIN.1"CONTACT ON OVERLAY SURFACE OF BOTH E PANELS 6 INCH ZIP SYSTEM TAPE OR MULTIPLE PIECES ` OF 3.75"ARE ACCEPTABLE. • ;�VIVI k yl "CALIFORNIA CORNER" MIN_J,1 - OR DRYWALL CLIPS 1" 1 ..:.3.ilk.. s, � _ MAY BE USED IN LIEU ..... .......,... f.• OF STUD SHOWN. .•-—- „„..i. ..;'111 -. .}.ems { ; � INSTALL SOLID BLOCKING BETWEEN I ZIP SYSTEM®TAPE °. ; STUDS AS NEEDED FOR REQUIRED INSTALLED OVER ALL '411r - �� EDGE NAILING, PANEL SEAMS. ENSURE TAPE AT CORNER IS POSITIONED INSTALL EDGE AND INTERIOR FASTENERS I FOR A MINIMUM 1-INCH OF CONTACT ON PER ZIP SYSTEM®R-SHEATHING PANEL GREEN OVERLAY SURFACE ON BOTH INSTALLATION MANUAL PANELS.6-INCH TAPE OR MULTIPLE PIECES OF 3.75-INCH TAPE IS ACCEPTABLE 6A.05 SUBFLOORS AND UNDERLAYMENT: (As used as underlayment for tile flooring areas); Install an additional layer of 1/2"top layer of PTS (plugged-touch-sanded) or high-grade luan plywood where tile and/or marble flooring is to be used. This sub-flooring is to be glued and screwed no less than 6"o.c. prior to installation of tile and/or marble. For under-layment—see the respective floor finish manufacturer's literature on installation instructions for the thickness and means of attachment of that under-lay material. All substrate as"pre-ready"for the application of tile shall strictly follow the TCNA 2011 —"Handbook for Ceramic, Glass, and Stone Tile Installation." Note: Contractor shall notify Architect if existing sheathing after installation in the field is damaged due to weather conditions/site conditions. General Contractor shall receive authorization in writing from either the Owner or Architect before proceeding forward with final flooring installation. Floor sheathing: Huber Engineered Woods; www.huber.com/huber-engineered-woods-llc/. AdvanTech floor sheathing. Provide and install Advantech T and G "sub-flooring—7/8 (performance 13 category), panel sizes 4 x 8 with a PS-2 span rating of 32" o.c. meeting code evaluation reports ESR-1785. Panels shall be fabricated with moisture resistant resins at panels and all edges/joints. Installation shall follow strictly manufacturers "self-spacing tongue and groove" and "fastening guide"of the manufacturer to warranty product. Shall be glued (urethane or solvent based glue)and screwed —(or nailed with ring — shank type nails strictly adhering to the manufactures installation literature). Contact Michael Duval - Regional Sales Manager, Huber Engineered Woods, LLC, Cell 518-669-8781, fax 704-731-0759, mike.duval huber.com 6A.06 MISCELLANEOUS CARPENTRY: Blocking is to be provided for all kitchen, bath, (cabinetry locations) and closet areas and shall be coordinated with those respected trades to insure proper amounts and location of blocking are allocated. Insure as well that required blocking as needed for pocket doors and or"built-up molding is accounted for. 6A.07 PRESSURE TREATED LUMBER: Pressure treated Lumber where required shall be treated with water-borne preservatives for above grade use. Complying with AWPA C-2 and C-5; as accepted (regulated) by the United States Environmental Protection Agency. Kiln dried lumber to a maximum of moisture content of 15% after treatment. 6.08 ADJUSTABLE SHELF SUPPORTS: (MAY BE USED AT CLOSETS) General Contractor shall receive approval of Owner before selection of supports. Adjustable shelf supports shall be manufactured by Knape and Vogt or equal with colors selected by the Owner. End - supported adjustable shelves shall have No. 255 standards and No. 256 Shelf supports constructed of steel. Where standards are installed in wood they shall be recessed and where installed in sheetrock they shall be surface mounted. Back - supported adjustable shelves shall have no. 80 standards and No 180 shelf brackets constructed of steel. 6.09 WOOD TRUSSES: Per the 2015 IRC—section R802.10.1 Truss design Drawings—shall be provided to the building official and approved prior to installation. The final approved shop drawings shall be signature / stamped by a licensed NYS engineer from the truss supplier/designed. Provide hard copies to Owner, Architect and Bldg. official. Description: Furnish labor and materials necessary to install a complete roof truss system. Plant designed, fabricated and assembled wood trusses with metal plate connectors. Standards: All work of this section shall conform to industry standards and/or manufacturer's recommendations. ASTM A446 "Standard Specification for Steel Sheet, Zinc Coated (Galvanized) by the Hot-Dip Process, Structural (Physical) Quality. ASTM A525 "Standard Specification for General Requirements for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process" ASTM D245"Standard Methods for Establishing Structural Grades and Related Allowable Properties • for Visually Graded Lumber". ASTM#84 "Standard Test Method for Surface Burning Characteristics of Building Materials" Grading Rules: - Southern Pine Inspection Bureau "Grading Rules". - National Lumber Grades Authority"Standard Grading Rules for Canadian Lumber". - Northeastern Lumber Manufacturer's Association, Inc. "Standard Grading Rules for Northeastern Lumber" -West Coast Lumber Inspection Bureau "Standard Grading Rule for West Cost Lumber" -Western Wood Products Association, "Standard Grading rules for Western Lumber" NF or PA"National Design Specification for Wood Construction". NF or PA"Design Value for Wood Construction". TPI BWT"Commentary and Recommendations for Bracing Wood Trusses". 14 TPI HET "Commentary and Recommendations for Handling and Erecting Wood Trusses". TPI QST "Quality Standard for Metal Plate Connected Wood Trusses". TPI "Design Specification for Metal Plate Connected Wood Trusses". Submittals: Submit pursuant to Shop Drawings, Product Data and Samples. Submit pursuant to Product Options and Substitutions. Shop Drawings: - Signed, dated and sealed by Truss Manufacturer's Professional Engineer registered in State of New York. Architect shall review shops for Design Intent and coordination; NYS truss engineer shall verify and design per design loads. - Show each different truss type, size, shape, or design or typical for a group of equally sized and loaded trusses. Show all design loads. - Show each different joint. Show material, gage and design load for each connector. - Show lumbers size, species, grade and design load for each truss member. - Furnish plans showing complete layout and placement. - Show all special details and conditions. • - Provide labeling system for identification and accurate erection. - Provide signed, dated and sealed by truss fabricator's Professional Engineer registered in state in which project is located. Truss Plate manufacturer's literature. Certifications attesting to: - Lumber species and grades to be used. Quality Assurance: • Experienced workmen familiar with the work and according to manufacturers' recommendations and/or industry standards shall perform all work of this section. Delivery, Storage, and Handling: Pursuant to manufacturer's published instructions. Protect against moisture exposure and damage. Deliver, store and handle trusses pursuant to TPI HET. Handle and store in a manner to avoid deforming and inducing excessive stresses. Lift and bear only at truss fabricator approved panel points. Thoroughly protect from moisture. Store above grade and well ventilated. Metal Plate Connectors: Material: Galvanized steel, hot-dip galvanized to G60 minimum, pursuant to ASTM A 446 and ASTM A525. Size and Thickness: As required by listed standards and design calculations. Membership in good standing in Truss Plate Institute is required. Architect reserves right to require proof of membership prior to accepting any items described by or related to this Section. Subject to compliance with Contract Documents, furnish metal plate connectors from following manufacturers: -Alpine Engineered Products, Inc. - Computrus, Inc. -Gang-Nail Systems, Inc. - Hydro-Air Engineering, Inc. - Inter-Lock Steel Co., Inc. - Robbins Manufacturing Company -Tee-Lok Corporation -Truswal Systems Corporation Lumber Grades: Furnish pursuant to applicable grading rules listed under Standards, Lumber Specie and Design Values: Species and grades at discretion of truss fabricator. Select and furnish pursuant to NF or PA documents listed under Standards. Lumber Sizes: Member sizes are subject only to minimums stipulated in applicable documents listed under Standards and design calculations unless otherwise noted below: 15 Minimum top chord size for trusses with spans greater than or equal to 18 feet: use 2x6's. Minimum bottom chord size for trusses with spans greater than or equal to 18 feet: use 2x6's Installation: Install pursuant to approved submittals, TPI BWT and TPE HET. Erect square, plumb and level. Anchor to resist construction loads and to code and specified live, dead, lateral and uplift loads. Provide 18-gauge materials, utility angles as can be supplied by the metal framing supplier to connect trusses to metal stud wall framing. Between the utility angle and the trusses use three(3) 1/4"diameter x 1 1/2" long, self-drilling with a zinc finish and a hex head. Installation should be with a 3/8" drive variable speed drill. Predrilling with a 5/32" diameter bit may be required if wood splitting occurs. Between the utility angle and the track of the bearing wall - use (3) - No. 12-14 size screws. Where trusses bear on masonry walls with wood blocking: attach wood trusses to wood blocking with H2.5 hurricane anchors by Simpson Strong Tie Co. or approved equal. Use (1) H2.5 hurricane clip at each end for 2'-0"o.c. trusses with spans less than 30'- 0", use (2) H2.5 hurricane clips at each end for 2'-0" o.c. trusses with spans greater than or equal to 30'-0". Do not attach truss chord directly to interior partitions. Non-bearing partitions shall have 1" minimum clearance from top of partition to truss bottom chord. Provide "STCT" metal framing clips (by Simpson Strong Tie Co. or equal) atop non-bearing walls to secure them to roof truss bottom chords. Temporary and Permanent Bracing: Securely brace during erection pursuant to TPI BWT. Provide permanent bracing and all supplemental framing prior to application of any loads. Provide continuous flat, 2x4 bottom chord bracing at 6'-0" o.c. (+/-), located at or near panel points. Horizontal 2x4 "X" bracing (6'- 0"wide) between each row of flat 2x4 bracing, described above, for full width of building at end of truss and at 20'-0" o.c. along length of building. Vertical 2x4"X" bracing nailed to truss webs from top to bottom chords of trusses located near each row of flat 2x4 bottom chord bracing and at 20'-0" o.c. along length of building. When these requirements conflict with notes on the drawings or with TPI recommendations, these requirements described above will govern. 6A.10 SCREEN PORCH CEILING; COLUMNS AND INCIDENTIES: Final porch ceiling material, direction and finish shall be discussed, agreed too and coordinated between Owner and General Contractor. Columns that are load bearing to be "wrapped" around shall have structural post on the interior. Verify with Owner—if"mock up"for porch columns and screen should be provided to insure satisfaction of client's expectations. Carefully observe and verify field conditions that substrates are ready for installation of architectural fiberglass fabrications. Contractor shall verify on site dimensions with shop drawings and assume full responsibility for fitting the components to the structure. Verify that bearing surfaces are true and level. Verify that support framing has been constructed to allow accurate placement, alignment and connection of architectural fiberglass columns to structure. Report discrepancies between design dimensions and field dimensions, which could adversely affect installation, to the Architect and/or Owner's Representative. Do not proceed with installation until discrepancies are corrected, or until installation requirements are modified and approved by the Architect and/or Owner's Representative. Beginning of installation means acceptance of existing conditions. INSTALLATION Install architectural fiberglass columns in accordance with manufacturer's instructions and approved shop drawings. If columns are split refer to shop drawings for repair and finishing of the joint. The position of the plinth must be determined by dropping a plumb line from the center of the soffit beam to floor. This point should be marked well on the floor. Measure the overall height. Raise the soffit or porch slightly and brace safely for later column placement. Measure length and if necessary, trim the shaft on the bottom only. Trim with an abrasive saw blade. Finish the top and bottom ends of the shaft with a rasp or sander to ensure an even load distribution around the shaft. 16 I Slide the capital (Tuscan) over the neck and rest temporarily on the astragal until the shaft is in the proper position. Installation of decorative capitals other than Tuscan should be noted on shop drawings. Slide the base/plinth onto the shaft from the bottom. Stand column in a vertical position and slide into place where mark was made on the floor. Use small L brackets to hold the shaft to the floor and do not let the bracket interfere with the position of the base/plinth. (Note: use through bolts on the shaft, do not use screws.) Remove brace and allow load to rest on the column evenly. Secure top of shaft with L brackets similar to the bottom of the shaft. Slide capital up to soffit and attach using corrosion resistant screws. Attach the base to the flooring using masonry or appropriate fasteners. Fill holes with polyester body filler such as bondo. Apply sealant between the capital and the shaft, and the base and the shaft for a completed appearance. (Note: a gap around the base and shaft is normal and standard in the industry.) PAINTING AND FINISHING Make sure all surfaces are clean prior to painting. Lightly sand and remove all dust and dirt before applying primer or paint. Fill any visible surface scratches. Fiberglass column joints on split columns shall be finished with fiberglass repair kit and painted with high quality primer& paint. Use quality exterior paint at least one coat of primer and two coats of paint. Oiled based primer is recommended. CLEANING Clean installed architectural fiberglass fabrications using cleaning methods and material approved by manufacturer. 6A.11 EXTERIOR WOOD TRIM: Exterior Trim shall be Boral TruExterior Trim (or approved equal); shall be pre-primed and painted two coats. All Trim shall be factory pre-primed.All storage of pre-primed lumber shall be kept in a dry condition —kept off the ground. Use stainless steel nails—hot dipped galvanized or aluminum nails are also acceptable —insure penetration into sheathing/stud at least 11/2". All lumber shall be installed when moisture content in the substrate is below 15%.Avoid marring and scuffing the pre-primed lumber during cutting and handling. Back cutting to reduce splinting and frayed butt ends is recommended. Recoat exposed buttends to reduce moisture migration. Caulk all joints and where trim abuts siding. Use high performance, paintable, acrylic, silicone acrylic, polysufide or polyurethane caulks and sealants. Finishing of trim shall receive at least one field applied topcoat. Apply topcoat primer as soon as possible but no longer than 120 days after lumber installation.Apply finish coats when moisture content is below 15%. For best results, brush apply two coats of high quality 100% acrylic solid color stain or paint. Use quality oil based paint and solid color stains. Do not use semitransparent or semisolid stains;or paints&stains with vinyl based resin combinations (vinyl acetates, vinyl acrylic, and vinyl acetate/acrylic copolymer). New exterior wood trim shall be 5/4" x 4" at windows, (Except as noted on drawings.). Horizontal wood trim band shall be 5/4"x 6"(UNO on drwgs)for water table horizontal trim or trim as manufacturer/distributed by Alpine Forest Products, Inc.; 5 Sterling Hill Lane, Unit 537, Exeter, N.H. 03833; 603-583-5088; www.alpineforestproducts.com 6A.12 EXTERIOR SIDING FINISH: Furnish and install all siding and accessories as required for a complete installation All exterior siding shall be Fiber cement siding furnished by Hardie Board or an approved equal and installed as per manufacturer's recommendations. Siding shall consist of autoclaved, non-asbestos, fiber cement; in compliance with ASTM C 1186 standards. Siding shall be 8 mm thick, with exposures (exposures shall align/match wood siding). Flame spread rating shall meet ASTM E 84 standards. Acceptable siding manufactures are James Hardie or Certainteed; Nails shall be as supplied by Maze Nails- 100 Church Street, Peru, IL. 61345 (1-800-435-5949); or an approved equal. Fasteners shall be galvanized steel -double hot dip (molten-zinc); striated or checkered; as supplied by maze Nails- 100 Church Street, Peru, IL. 61345 (1-800-435-5949); or an approved equal. 17 All Material shall be protected from sun, dirt, and other soiling and must be kept dry prior to installation. All shake shingles shall have a factory applied latex stain coating. This shall be applied under factory quality control standards to insure correct and proper spread rates are achieved. 6A.13 ENGINEERED LUMBER LVL's, MICROLAMS, TIMBERSTRAND, ETC.: Furnish and install all required engineered lumber products as described in the drawings and specifications all products shall be furnished and installed with its required hardware, anchors, metal connectors, screws, nails and bolting as required by the Engineered Lumber manufacturer.All floor joist products shall be as manufactured by: Boise Cascade"All Joist", 1 Guimard Street, St.Jaque, New Brunswick, Canada E7B IS6 -OR-att: Brian Harrington Product Manager, New England Distribution Center, 33 Flower Street Extension, West Field, Ma 01085, 1-800-832-8089, 413-752-2995 -OR—Weyerhaeuser, 2910 East Amity Road, P.O. Box 8449, Boise, Idaho, ID, 1-800-525-5440 Microllam Laminated Veneer Lumber shall have a Modulus of Elasticity= 1.9 E psi.; Flexural Stress =2,200121d) psi.; Shear Stress = 118,750 psi. shall be as manufactured by Boise cascade southern wood products. Laminated veneers, laminated with all grains parallel with the length of the number. All glues are phenol formaldehyde and isooctane exterior type adhesives in compliance with ASTM D2559.stor. Parallam—parallel Strand Lumber(PSL)—2.0E PSI. "Cut Down"as required to fit existing floor joist cavity as per framing plans and details. All joist shall have a minimum bearing of 1 3/4"at end points. Shall be attached at bearing points with 210D (3") nails or 12D (3 1/4") box nails 1 each side minimum of 1 1/2"form end points. Provide all web stiffeners /nailers/rim joists and metal connectors as required. Storage for all materials shall strictly follow manufactures instructions. Squash blocks shall be in full contact with upper floor and lower wall plans. Shall be 1/16" higher than floor joists. shall be fabricated from spruce pine fir#2 or better. At and bearing conditions blocks shall be nailed to flanges with 13" (10d) nails for each flange. Stagger nails to avoid splitting. Squash blocks at concentrated loads shall be used as solid blocking (2x4 min.) below bearing posts. Blocking Panel&Rim Joists shall only be used in dry locations (conditions)shall be in full contact with upper floor and lower wall plates. At end bearing conditions toe nail blocking panel at each and to top flange of joist with 12 1/2" (8d) nail. Nail bottom flange at each and to wall plate with 12 1/2" (8d) nail. - END OF SECTION - SECTION 6B - CARPENTRY/ MILLWORK 6B.01 INTERIOR WOOD TRIM; Interior trim shall be poplar. Wood shall be free and clear of knots, defects and sap. Moldings shall be fabricated in profiles and sizes as described. Contractor is responsible for providing window stools/sills at interior; (coordinate as required with window supplier). It shall be properly prepared, sanded and left ready for painting. Base trim shall be 1 x 6 poplar- painted. Casing shall be "Colonial style" Verify profiles with Owner—if Owner requests; provide samples before fabrication. 6B.02 DOOR FRAMES: Door frames shall be poplar. Paint and seal door frames and doors to match existing wood species. 6B.03 INTERIOR ENGINEERED WOOD FLOORING: Client shall coordinate options with Contractor. I 18 - END OF SECTION - DIVISION 7 - MOISTURE PROTECTION : SECTION 7A- MOISTURE PROTECTION WORK 7A.01 GUARANTEE: The Contractor shall and hereby does guarantee that all work executed under the Division will be free from defects of materials and workmanship; and that all roofing, and flashing work will be thoroughly watertight for a period of five years from the date of completion of the work, and that at their own expense shall repair and/or replace all such defective work and all other work damaged thereby during the term of the guarantee. 7A.02 CAULKING: Provide Siliconized Acrylic—latex caulk (35-40 year warranty cycle) as manufactured by DAPS or equal. Shall be paintable—maybe used both interior and exterior. Caulking compound for use around perimeter of all openings in the exterior walls. Provide manufacturer's recommended joint backup material as required. Also acceptable—GE 100% flexible and waterproof—(is not paintable). GE Max. 1000 SAL—use for indoor is paintable and maybe used in exterior locations; rated for 35 years. Color of caulking shall be { translucent/clear 7A.03 VAPOR BARRIERS: In all areas where fiberglass batts insulation is used in walls (in lieu of foam); provide polyethylene vapor barriers for use shall be "Moist top"vapor barrier as manufactured by American Sisalkraft Corp., or equal. All vapor barriers at walls shall be 4 mils. Lap vapor barriers 6" minimum at splices. See drawings for locations of vapor barrier. All joints shall be taped with duct tape. Minimize joints as realistically possible. It is essential all penetrations (if a V.B. is utilized)are sealed and taped —to ensure once a blower door test is performed, it shall meet the code required minimum air exchange rate of 3 air exchanges per hour(3 ACH). Test shall be performed by an approved third party(neither the G.C. nor HVAC contractor). 7A.04 ROOF SHINGLES: Confirm color with Homeowner—provide sample for this approval. New roof shingles shall be a min. 30 year grade fiberglass; "Duration" as manufactured by Ownes Corning. Shall meet 130 mph wind loads; with asphalt sealant—(Thermal Sealing). As required by the roofing shingle manufacture—installed using galvanized 11 - or 12-gauge nails-with 3/8" diameter heads. All nails shall penetrate 3/4" into roofing deck. Apply shingles over a layer of felt paper(asphalt-saturated felt) lapped 2" and securely nailed with galvanized nails. Shingles to have a 5" nominal exposure. Break all joints in successive courses one-third the full width of a shingle. Finish ridges with straight edges. All nailing to be perpendicular to sheathing. At eaves, use sheet metal drip edges allowing a 3/8" overhang. Co-ordinate drip edge and shingle colors. Valleys shall be woven as shown on drawings. In all cases, follow manufacturer's instructions and adhere to instructions for material installation. All shingles stored on site to be kept in a cool dry place and stacked not higher than five feet. 7A.05 BUILDING FELT: Building felt shall be 151b. bituminous paper installed with minimum 12" end laps and shingles with 6" laps 19 horizontally. 7A.06 ROOFING CEMENT: Contractor shall apply to the first 4 courses of fiberglass shingles; and at the drip edge course (rake areas); roof cement to insure immediate "bonding" of the shingles to the underlayment. Follow roof shingle manufacturer's instructions. 7A.07 ICE AND WATER SHIELD: Ice and water shield shall be installed through-out entire new roof(s). As a minimum shall be compliant to code required coverages. Storage and protection shall follow manufacturer's instructions and installation guidelines. There shall be no allowance for voids in substrate of more than 1/4". Note: Areas where aluminum flashing and ice and water are interchanged or combined — use building felt to separate—to insure avoidance of galvanitic reactions. 7A.08 SILL SEALER AND ENERGY SEALER: p Provide and install "Triple Guard" Energy Sill Sealer as manufactured by Protecto Wrap Company; 2255 South Delaware Street, Denver, Co. 80223; 1-800-759-9727; Fax 303-777-9273; www.protectowrap.com Provide and install "Protecto Premium Energy Sealer" at all new sill plate, wall to foundation assemblies, per attached detail. Provide and install at all new exterior window/door openings "Protecto Premium Dual Guard Threshold Tape"-strictly adhere to door/window and this manufacturer's installation instructions. An acceptable substitute at door/window surrounds is self-adhered flashings as manufactured by W.R. Grace; 62 Whittemore Ave, Cambridge, MA. 02140; 866-333-3726; www.graceconstruction.com -Grace— Vycar. s ! WEATHER RESISTIVE y� RARRIL44O'TIONAL) r "14' EXTERIOR Me WALL —SILL SEAL i` � m —GRACE V'YCOR rNit` FOUNDATT€ON 111 7A.09 "HOUSE WRAP" DRAINAGE - AIR BARRIER Furnish/ install HydroGap® Drainable Housewrap; manufactured by Benjamin Obdyke. Moisture management product allows effective elimination of excess moisture, preventing the damaging effects of mold and rot. The one millimeter spacers shall allow bulk water to drain from wall sheathing. House-wrap requirements: Vapor permeance: 16 perms; Drainage gap: 1 mm; UV exposure: 120 days; Warranty: 10 (product)/15 (system) year limited; Fire rating: Class A. OR 20 I Furnish/install Driwall Rainscreen 020-1; as manufactured by Keene Building Products; keenebuilding.com. I WALL ASSEMBLY WOOD SHAKES/SHINGLES (INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEMS R-SHEATHING WOOD STUDS ^'`!o .-.f` \\ Gl .1 COORDINATE PANEL FIELD - I PLACEMENT AND ORIENTATION 1 iI TO TAKE ADVANTAGE OF 118-INCH :5559GAP PROVIDED BY OVERSIZED 97159111 9.ii.9�v. FOAM INSULATION ON ONE i 'I } 4-FOOT AND ONE 8-FOOT EDGE a 9 t` 9t;1 i 11 I ZIP SYSTEM®TAPE(WSTALLED OVER ALL JOINTS IN ZIP SYSTEMS /,-i✓ R R-SHEATHINGI DRAINAGE MEDIUM fMIN.Ys" THICK]PER ARCHI CT OR CLADDING MANUFACTURER d I RECOMMENDATIONS' i I .,.� -1 ;I 9' COORDINATE PANEL.FIELD I PLACEMENT AND ORIENTATION \"� I TO TAKE ADVANTAGE OF VS-INCH GAP PROVIDED BY OVERSIZED FOAM INSULATION ON ONE F I 4-FOOT AND ONE 8-FOOT EDGE FASTEN ZIP SYSTEMS R-SHEATHING AS REQUIRED BY DESIGNER-OF-RECORD OR LOCAL BUILDING CODE 'A DRAINAGE MEDIUM INSTALLED BETWEEN WOOD SHAKESISHINGLES AND ZIP SYSTEMS R-SHEATHING.OR OTHER WATER-RESISTIVE BARRIER.PROMOTES BREATHABIUTY AND DRAINAGE WITHIN THE WALL ASSEMBLY AND IS TYPICALLY CONSIDERED A BEST PRACTICE OPTION.PLEASE CONSULT WITH CLADDING MANUFACTURER AND LOCAL BUILDING CODE FOR ADDITIONAL SHINGLEISHAKE PRIMING AND INSTALLATION REQUIREMENTS. DRAWING NOT TO SCALE 7A.10 AIR LEAKAGE (Preventative Measures to insure protection of): IGeneral Contractor and all sub-contractors throughout the duration of construction shall maintain the following requirements/standards for a complete air barrier of the building envelope: Air barrier joints, seams and penetrations (including utility penetrations)shall be completely sealed. Windows, doors and openings shall be completely sealed. Junctions and "breaks" in walls, floors and ceilings shall be completely sealed. Access opening, panels, doors into attic or interstitial spaces shall be completely sealed. Foundations, sill plates and Rim Joists shall be completely sealed. Recessed lighting and or items shall be completely sealed. Electrical and communication boxes and/or items in exterior walls shall be completely sealed. Plumbing and wiring and/or items in exterior walls shall be completely sealed. I HVAC and/or mechanical related items in exterior walls shall be completely sealed. All exhaust or fresh air intake penetrations in exterior walls shall be completely sealed. All exterior wall and roof/ceilings penetrations shall be completely sealed. I7A.11 WINDOW/DOOR "FLASHING SYSTEMS": Contractor shall provide and install window and door"surround"flashing system as manufactured by: I Huber Engineered Woods OR W.R. Grace OR DuPont Refer to specific manufacturer and the window manufacturer's installation details for exact particulars of installation; based on the window/door surround flashing system as selected. It is imperative to insure all { moisture may migrate from wall sheathing barrier on out to the exterior unhindered. (See Window Air Sealing section—where bottom flange is not flashed (however the rough sill beneath is). 21 I Provide weeps, drainage openings as necessary, allow weeps, openings at top of walls to insure positive I pressure through the air cavities/drainage planes. It is the intent to maintain a dry sheathing face and these positive air cavities shall allow for such.Adhere and use specialized tapes/sealants which are compatible and acceptable to the surround flashing system manufacture and window manufacturer. Coordinate details and flashing in accordance with surround flashing system manufacture and window manufacturer. Voids or imperfections in the sheathing plane shall be addressed before application of the surround flashing system; use of caulk or foam to fill voids is acceptable as acceptable to manufactures. Note: picture below is an example using the W.R. Grace product VYCOR PLUS. Window Sill Detail Inner air seal Shims'41414411114bo,w, -,„ Membrane ' sill dashing .4 /f1 n --s .._^-, NaImg fin (tnulseal f Blacking acts as ackrlam *"---Houseman A. I - END OF SECTION - SECTION 7B -INSULATION 7B.01 GENERAL: I All insulating materials shall be manufactured by Owens-Corning or equal, to meet or exceed the specified "R"values for the materials specified. 7B.02 BATT INSULATION: Furnish and install by stapling full thickness, fiberglass, unfaced batt insulation in exterior framed walls. I OR Furnish and install full thick, "Comfortbatt", un-faced insulation in exterior framed walls or where indicated. As manufactured by ROCKWOOLTM, 4594 Cayce Road, Byhalia, MS 38611-7550, 1-800-265-6878, e-mail: contactus@rockwool.com, URL: www.rockwool.com. Insulation thickness shall be as indicated on the drawings with the following resistance values: • Exterior Walls R-21 min. (2 x 6 ) Fiberglass OR ♦ Exterior Walls R-23 min. ( 2 x 6 ) Rockwool All insulation shall be non-combustible, lightweight, semi-rigid mineral wool batt insulation to ASTM C655, Type 1; and arrive on site in "packaging"and be free from moisture/water damage. Fire performance: a. Non-combustibility: per ASTM E136; with a surface burning characteristics: -ASTM E84. Flame spread: 0. 1 22 • • Smoke developed: 0. Thermal resistance: To ASTM C518. Density: 2 lb. /ft3 to ASTM C167. Recycled content: [40] [16] minimum. Shall be installed with mechanical fasteners in accordance with insulation manufacturer's written recommendations. Shall maintain continuity of thermal protection to building elements and spaces. Do not compress insulation to fit into spaces. Fit insulation closely around electrical boxes, pipes, ducts, frames and other objects in or passing through insulation. Keep insulation minimum [3] inches from heat emitting devices such as recessed light fixtures, and minimum [2] inches from sidewalls of vents. Do not enclose insulation until inspection and receipt of 11 written approval. Tears, punchers and/or penetrations of vapor barrier shall be patched with duct tape for a continuous barrier.All seams shall also be tape sealed. At all exterior wall locations- completely fill all voids behind switch boxes, outlets,junction boxes, windows, doors and any other penetrations which may not otherwise be sealed, with spray foam insulation; no fiberglass shall be permitted — intent is to insure complete thermal/moisture air seal. Provide sill sealer insulation between framing plate and foundation as manufactured by Owens Corning -or equal. (see low expansion foam section). 7B.03 HIGH EXPANSION FOAM: Closed cell foam (R-7.1 /inch) shall be used in the following locations: (coordinate w/drwqs) 1. Roof rafter's/truss minimum of R-49 Total. 2. Ribbon joist bay cavities; roof/wall joints; blind corners and framing gaps; gaps @ exterior rough frame walls/floors and or ceiling bays. 3.Around pipe, electrical, plumbing and HVAC penetrations @ exterior envelope surfaces. General Contractor shall provide and install high expansion foam in locations as indicated on the drawings and herein as specified: As a minimum at roof rafter cavities (these shall be fully encompassed in foam with no wood exposed. Also, at wall joints; blind corners and framing gaps, around pipe, electrical, plumbing and HVAC penetrations @ exterior envelope. Product shall be an Icynene ProSeal LE TM closed cell spray applied polyurethane foam insulation and air barrier material; with a maximum initial pass thickness of 5 inches. Shall be installed by a network of Licensed Dealers,trained in its installation. This product should not be installed within 3"of heat emitting devices,(or as specified by Code)where the temperature is in excess of 180°F, in accordance with applicable codes. Minimum substrate temperature for application is 23°F(-5°C). Use of a two-component air sealing product; cures in 3 -5 times its output; in 40 seconds shall reach a 90 % cure rate; 2 minutes for full cure. Include and provide all materials and as required for a complete installation and as per manufacturer's installation. For thermal barrier—see section (9) Intumescent paints and reference manufacturer's requirements. Provide submittals before order and installation of product. Foam shall be as supplied by Douglas R Kwazneski; Advanced Spray Foam; 100 Madison Drive, Ballston Spa, NY 12020; C- 518.669.8025; 0- 518.309.5141; f- 518.885.2960; doug@advancedsprayfoam.net Note: no substitution for either the "Foam Guys" or a Demilec manufactured product shall be acceptable. Note:Application shall be such to insure against "cracks"or"separations"any time after application. 23 PROPERTIES OF CURED FOAM BURN CHARACTERISTICS Test Method Value Class 1 Core Density ASTM D 1622 2.4 Ib/ft3 ASTM E 84 Color Cream Flame Spread Index 25 Aged Thermal Smoke 300 Resistance: at 1" R 7.1 Development ASTM C 518 Commercial Fire * at 2" NFPA 285 Assembly Passed (Calculated) R-14 Resistance at 3"(Calculated) R-21 R-25 Commercial Fire ASTM E 119 1,2&3 Hour Ratings* Air Permeance ASTM E 2178 < 0.02 Resistance Water Vapor ASTM E 96 0.97 perm E DC 315 Thermal NFPA 286 > 15 minutes • Permeance at 1.5" . Barrier Water Absorption ASTM D 2842 0.6% Wall &Ceiling Walls-none Ceiling- Dimensional 8.9%at Application AC377 none Stability at 7 days ASTM D 2126 158°F and Maximum Thickness (%Volume) 97% RH ` Attic&Crawl Space AC377 Walls -6" Compressive ASTM D 1621 40 lb/in2 Walls&Roof p Appendix X Roof-8" Tensile Strength ASTM D 1623 41 lb/in2 Uncoated Thickness Closed Cell ASTM D 6226 98% Content(% Volume) Fungus Testing ASTM C 1338 No Growth 7B.04 LOW EXPANSION FOAM: General Contractor shall provide and install low expansion foam as distributed by (or equal): Energy Federation Incorporated; 40 Washington Street; Westborough, MA. 01581 1-800-876-0660 www.efi.org/wholesale Relevant locations/uses: 1. Cracks and small openings around doors/windows 2. Plumbing, HVAC and electrical penetrations, at exterior envelope and fire separation locations. 3. Small gaps, seams at rough framing and openings. Single component, moisture cured; 20 minutes to full cure; less than 10 % expansion when cured. Note:Application/installation shall be in "lifts"to insure against any "cracks"/"separations"after application. 7B.05 RIGID BOARD INSULATION: Contractor shall provide and install (1) layer of 2"XPS (extruded polystyrene board insulation)with taped seams (Or two layers staggered of 1"). Shall meet 25psi. Insulation shall be provided at interior wall of crawl spaces and below slabs; as indicated on the drawings. Insulations shall be installed/co-ordinate to insure a "continuous insulated envelope" as approved by manufacturer. Insure seams (tight joints) are taped (tied) together to unsure no open joints. Provide all required accessories and incidentals as necessary to 1 complete the installation. Foam can be attached to concrete walls with specialty fasteners like Styro Tapit fasteners or adhesives like PL300 Foamboard Adhesive or Handi-Stick Polystyrene Construction Adhesive. ' Acceptable manufacturers: Pactiv Corporations; Owens Corning and Kingspan Industries. * Beneath Slab R-10 Crawl-Space walls R-15 - END OF SECTION - 24 k Ith DIVISION 8 - DOORS, WINDOWS, AND GLASS 8A.01 WINDOWS: Products as distributed by Ian Young; Sales Rep. Curtis Lumber Co. Ballston Spa P: 518-490-1462 F:518-885-0504 lYoung© ur i lumb r. cm Tag. I Size R.O. I Remarks& No. Manuf. Model# �W X ) Type. Location Light/Grill Pattern A Andersen AXW31 3'-0 1/2" x Awning Utility Hall See elevations for light/grill 1 400 Series 3'-0 1/2" New Living Room pattern. 1 B Andersen TVV210410 0 3'-0 1/8" x Double 1 New Dining Room See elevations for light/grill 400 Series 5'-0 7/8" Hung Mudroom Closet pattern. I 1. All Exterior trim shall be furnished & installed by general contractor. 2. All Windows shall be pre-finished White interior. (Verify w/Homeowner) 3. All units shall have jamb extenders as required for total installation. 4. Windows shall be Low—E4 insulated glass to achieve U factors below: Double Hung - .31 U factor .19 SHGC Awning - .29 U factor .19 SHGC 5. All operable units shall be provided w/screens. 6. All units shall be provided w/hardware—style/type and color- verify w/Owner. Abbreviations: R.O. = Rough Opening SDL = Simulated Divided Light with spacer bar(Andersen equivalent to Full Dived Light) W =Width 0 =Window meets or exceeds Egress requirements LITE &VENT SCHEDULE Tag. Window Unit or SQ.FT. SQ.FT. Clear Clear Modell Size R.O. Glass/ SQ.FT. Egress/ Opening Opening No. Manuf. Stock Name Type Number (W X H ) Visible Vent Clear Width in Height in Light Opening In. In. A Andersen Awning AXW31 3'-0 1/2" x 11.7 2.8 1.4 31 6 1/2" 400 Series 3'-0 1/2" 5/16" B Andersen Double TW210410 3'-0 1/8" x 10.45 5.69 5.72 31 7/8" 25 3/4" 400 Series Hung 0 5'-0 7/8" D1 Andersen Patio FWOD 6'-0"x 6'-11" 22.91 37.21 37.21 64 5/8" 67 7/8" A Series Door 60611 Building Permit—Calculation Sheet / Room /Space Natural Light, Ventilation and Egress Information 25 I I Area of Actual Sq.ft. Habitable room in Req. light light sq1. Req.Vent Actual vent opening for Remarks Room square ft ($%of room) footage (4%of room) sq.footage egress Living Room/ (2)A windows Dining 314 25.12 56.76 12.56 48.5 Door D1 (1)B window IRoom (1)D1 Door 8A.02 GLASS: I All glass shall have a minimum five year guarantee against defects or seal failure. All glazing work shall be performed in accordance with the manufacturer's recommendations for the kinds of materials furnished and the kind of installation. Provide all required accessories for a complete installation of glass including glazing beads and gaskets which meet manufacturer's approval. Absolutely no metal/ glass contact is to occur either during or after installation. 8.03 DOORS: EXTERIOR DOOR SCHEDULE I Tag. Manuf. Type /Model# Location Door Size Swing Remarks No. I Andersen A New Living 6'-0"x 6'-11" See Elevation for D1 Series FWOD60611 Room R.O. Outswing light/grill pattern See Elevation for I light/grill pattern D2 T.B.D. T.B.D. Garage 3'-0"x 6'-8" Inswing 3/4"hr Rated Door/ Framing with"self- I closing"hardware Insulated Door 3'-0"x 6'-8" 3/4"hr Rated Door/ D3 T.B.D. T.B.D. Garage V.I.F. Outswing Framing with"self- closing"hardware I Door Notes: 1. Glazing—HP Low E4 smart sun: Simulated Dived Light with Spacer Bar -.24 U factor w/.19 SHGC (Andersen equivalent to Full Dived Light) INTERIOR DOOR SCHEDULE Tag. Manuf. Type Location Door Size Swing Remarks I No. Solid Core New Mudroom D4 T.B.D. 2 Panel Closet 2'-6"x 6'-8" Inswing I Shaker I 26 1 Door Notes: 1. Interior trim at all doors shall be provided by General Contractor. 2. Operating handles shall be as selected by Client 3. Doors shall be delivered to site by manufacturer. 4. Color—confirm with homeowner. Insure doors as specified at schedules—are coordinated to drawings and are acceptable to homeowner before framing opening and placement of order. All trimmer studs at exterior doors are to be straight, plumb and square. No twisted or knot filled studs will be accepted. Screws through the door jambs shall be long enough to penetrate securely into the jambs. Use shims generously between the finished jambs and trimmer studs. Support thresholds w/pressure treated sills. Seal with G.E. Silicone Insulate between jamb and framing cavity with urethane foam both sides. inside and outside. Before painting exterior doors, remove groove-installed flexible gasket- reapply after painting is finished. Final installation of permanent lockset is to be done towards project closeout.-for temporary use, use Kwikset lockset. 8.04 DOOR HARDWARE: (Allowance) The cost of furnishing the door hardware shall be included in an allowance amount for materials only. Included shall be knobs, roses, hinges, stops, closures, and other items of door hardware. The cost of installation shall be included as part of the Base Price. Coordinate operation with Owner and schedule. As an acceptable: General Contractor may provide Schlage"H" series —or equal; Schlage; 1915 Jamboree, Suite 165, Colorado Springs, CO., 80920; 7192645300; rittp://www.schlagelock.com.An acceptable equal are door knobs, levers and hardware as manufactured by Emtek products, Inc. 15250 E. Stafford Street Industry, California 91744; 8003562741; www.emtekproducts.com. Provide privacy latches for all bedrooms and bathrooms. - END OF SECTION - DIVISION 9 - FINISHES SECTION 9A- MISCELLANEOUS FINISHES 9A.01 GYPSUM BOARD: All wallboard shall be in maximum lengths available to minimize end to end butt joints. Gypsum board, fasteners, adhesive,joint treatment, miscellaneous accessories, etc. shall be as manufactured by United States Gypsum Company; 125 South Franklin Street, P.O. box 806278, Chicago, II. 606804124, (in Albany 5184587437 ); or equal. Provide Water Resistant wallboard in all moisture prone areas; (laundry rooms & at kitchen sink areas). Panels shall be either 1/2" or 5/8"with shallow tapered edges; finish green treated paper suitable for tile, paint or wallpaper. Provide " Durock" Cement Board for all areas in direct contact with moisture, (such as shower/bath bases walls platforms and half walls. Available in 1/2" and 5/16"thickness (furr out as required when need for alignment to other thickness' of wallboard.) Installation shall strictly adhere to SA932 Durock Cement Board Systems manual or equal. Fire resistant wallboard (5/8"thick), shall comply with ASTM C 36 of types, edge configuration and thickness as indicated and meet the definition of a "Type X "gypsum board for fire rated assemblies in the Gypsum Association Fire Resistance Design Manual. Widths 4'; lengths 8', 9' 10', 12' or 14'tapered edges SW or tapered; finish natural face paper, suitable for painting. or other wall decoration material. Finishing system shall strictly adhere to the drywall manufacturer's instructions consisting of a minimum 3- coat application of tape and spackle for a smooth even finish. Provide all required metal trim and accessories such as corner beads and No.200 casing beads. No metal "J" beads will be permitted. In general, gypsum board shall be applied to ceiling first then to the walls. Fasteners shall not be spread less than 3/8"from edges on ands. In horizontal applications fasteners shall not be more than 1"from edges; except in the "following angle" method. All fasteners shall be screws no nails will be accepted. 27 Screws shall be spaced 12" O.C. at ceiling and 16" O.C. for walls; for conventional 16" center framing. At areas where framing is spread 24" O.C. screws must penetrated into framing not less 5/8". Screws heads shall go slightly below to gypsum board surface without berating surface paper or stripping framing numbers around screw shank. All ands and edges of gypsum board shall occur over framing members or other solid blocking as provided. Ends shall be staggered and joints on opposite side of partition assembly shall allow for"staggering"to alternate framing. Provide for Water Resistant in all moisture areas. Provide for Cement Board in all areas of direct contact with moisture. Provide for Fire resistant wallboard at Garage connection. 9A.02 SLATE FLOORING: Slate Flooring shall be installed in Entry and Mudroom as supplied by Sheldon Slate Products, Inc. Middle Granville, NY 12849; Phone: (518) 642-1561 Slate—Mosaic Color—To be determined by Owner, C-W24-"t'- 24 . r r"a) n. . joist spacing, double lager O E3 or plywood subfloor .ser3rz•sz: m art Area .rr ivaatkzree r..Errr rti5rx tArr 0•0-42-01 r ; m stEa:€:40,A'kn .>€:;ro.1 t vet- SG•::staw to a r 6,00 t5"...Warm Lite *Zra ri£$AA As M„. _' Mtn ae,rrorq ..ir=• ritequtrwneWM ft .assz„Fs xE-�« t3T•..«g:> + "`V«'4'1r& t "°(G1C aNa i i wood ,nirvonstrm -.3 to t r • e.grgrt F'r'a sg.g0160r 14fte.rgonV P2,03Z% - rr apt.g s rytn tom".errt cr ars . 0£,n0g0 €m ureig,grwerglori € —i S-="0'?", Siksbnernara Prapartniten a* t,ow +'9+e.),`titre re woody w reidd • ,�� : . fl9t1EtYY.3# €i,�� � ,21G'*tYa*i�€^it s.ir,9C'6' r"fs 9,g., ,s >�izr. ��3°%s"m�.��a'C s sttx 4° z a€mot� t0=1, +•ai r t dt °e i%ski€ :: arty xrearrt<rrt t ita�:.. r r rga"r.r fwgr4 z pax i+z rater tRra Arigigler. INlovortlest4 Joint. ▪ t<40,-'- kI Act. x r1.1 tarei•€r rat ter 1.1,AAAA i«r""<`*MO*.trcttAir€ 1.**VsV.tter ,•�• xa• A #Px r"rr"s tm,0a0,1 ,t11 0,00g gt.-0,g0a'nr #'s.ts%i r.Y,^f r, =" S�flro:: tsgetr..art attire '°rot 3*t't,tt rso^rt e°s; a i�.�# a'3t tit ate ;= z_t E:<.i i Ara . .•.r,;X:°V.t.. :.., eatting arid Grouting'M s .--'- ®tie.4alrri j�#r:B3 a •rr.at :_ ..g gr,itar-A"�fi€ sfz i%-re `i'�it+ '€°t<r.�gat tr YSr i Aittfit.t ▪ 4—ANSAEt4e2.At< _Aif8 `<At'tom:e max.« q - And at+—. r W 1"4Ep 1x40'3z*:1 3-1010 f rti*t .1 t.' r•'_txx:c_,`:n' CSES a 43,e ..1 00,0.c.^,.0itit t€1 .r►1.0.-4a Taacrir rsxa cree.0.0 ire axz-,a:r••d€rx1 t<- .646.010 r, 466 srr tvi0th °?'£t....s- COA s,,•,.. i;£4 `t.. VIrOO #etars..Interior_Ceramic or Prime—lain"rite - END OF SECTION - DIVISION 9B FINISHES -STAINING AND PAINTING 9B.01 GENERAL: All surfaces shall be clean and free of dirt or grease prior to applying finishes. Prior to applying paint and/or stain fill in all cracks, nail holes, open joints, etc. with putty or wood filler. Sand all surfaces smooth that are to be painted including filled surfaces. White shall all knots in wood prior to finishing. Use paint and/or stain on surfaces for the purposes recommended by the manufacturer.All materials shall be applied evenly to prevent runs, sags and/or other defects. Furnish and lay drop cloths as necessary to protect adjacent work, finishes, or equipment. Remove all excess paint or stain from items not to be finished. No painting or staining shall be started until all of the colors have been selected.All prime colors shall be properly pigmented to receive the final color coats.All colors shall be selected by the Owner unless noted otherwise. Verify the specified glosses with the Owner prior to execution of the work.All finishing shall occur in areas of new work and patching only unless noted otherwise.All paint materials and equipment shall be compatible in use. Paint shall be as manufactured by Sherwin -Williams or Benjamin Moore. All products shall be delivered to the site in original containers with seals unbroken and labels intact. Surface preparation, priming, and coats of paint specified in addition to shop-priming and surface treatment specified under other sections of work. Field painted of exposed bare and covered pipes and of 28 hangers, primed metal surface of equipment except as otherwise indicated. Paint exposed surface whether or not colors are designated. Where items surfaces are not specifically mentioned, paint the same as similar adjacent materials or areas. Do not paint over any code—required labels, such as Underwriters Laboratories and Factory Mutual, or any equipment identification, performance rating, name or nomenclature plates. Metal surfaces of anodized aluminum, stainless steel chromium plate, copper, bronze and similar furnished materials unless otherwise indicated. Provide primers and other undercoat paint product by some manufacturer as finish coats. Use only thinners approved by paint manufacturer, and use only within recommended limits. Delivery of materials to job site shall be in their original, new and unopened packages and containers bearing manufacturer's name and label, and color name & manufacturer.Application of water base paints in temperatures of surfaces is between 50-degree F (10-degree C) and 90-degree F (32-degree C), unless otherwise permitted by paint manufacturer's printed instructions.Application of solvent—thinned in temperatures of surfaces is between 45-degree F (7-degree C) and 95-degree F (35-degree C), unless otherwise permitted by paint manufacturer's instructions. Under no circumstance may paint be applied in snow, rain, fog or mist; or when relative humidity exceeds 85%; or wet surfaces; unless otherwise permitted by paint manufacturer's instructions. Applications must examine all conditions and work areas of scope. Notify General Contractor in writing of conditions detrimental to proper and timely completion of the work. Do not proceed with the work until satisfactory conditions are provided for. Starting of the work shall be construed as applicators acceptance of surfaces and conditions within any particularly area. Do not paint over dirt, rust, scale, grease, moisture, scuffed, surfaces, or conditions otherwise determinate to formation of durable paint film. Prime, stain or seal wood required being job-painted immediately upon delivery to job. Prime edges, ends, faces, undersides, and backsides of such wood including: cabinets, counters, cases and paneling. Seal tops, bottoms, and cutouts of unprimed doors with a heavy coat of varnish or equivalent sealer immediately upon delivery to job. Use applicators best suitable for substrate and type of material being applied. Surfaces behind moveable equipment and furniture shall be painted. Paint all surfaces behind fixed equipment, furniture or built-ins with a prime coat only— before installation. Paint interior surfaces of ducts, where visible through registers or grilles, with a flat, non-secular blank paint. Finish exterior doors on tops, bottoms, and side edges same as exterior faces unless otherwise indicated. Schedule—apply finish —coat materials to surface that have been cleaned, pretreated or otherwise prepared for painting. 9B.02 INTERIOR PAINTING (verify with Homeowner): Walls 1 prime coat 2 finish coat latex flat color to be selected by Owner. Ceilings 1 prime coat 2 finish coat latex flat—white color to be selected by Owner. 9B.03 INTERIOR STAINING (verify with Homeowner): 9B.04 CLEAN-UP: Clean-up: During progress of the work—remove from site descended paint materials, rubbish cons, and rags at and of each work day. Upon completion of painting work: Clean window glass and other point's spattered surfaces. Remove spattered paint by proper methods of washing and scraping using cone not to scratch or otherwise damaged finished surface. Protection: Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Correct any damage by clearing, repairing or replacing, and repainting, as acceptable to architect. Provide"wet paint": Signs as required to protect newly painted finishes. Remove temporary protective wrappings provided by 29 others for protection of their work, after completion of painting operation. At completing of work of other trades touch-up and restore all damage or deferred surfaces. 9B.07 INTUMESCENT PAINT (for Rigid Board Insulation and/or foam insulation): Thermal barrier, Spray Film Intumescent paints shall be as manufactured by Sherwin-Williams. Product shall be Cafco TB-15. Shall be applied to all exposed rigid board insulation as located in crawl space and on slab. Installers strictly adhere to manufacturer's installation directions to maintain thermal barrier as required by code. - END OF SECTION - DIVISION 10—SPECIALTIES - Not Applicable - END OF SECTION - DIVISION 11 - EQUIPMENT (Appliances shall be determined by Homeowner& G.C.) DIVISION 12—FURNISHINGS - Not Applicable DIVISION 13 -SPECIAL CONSTRUCTION - Not Applicable DIVISION 14 -CONVEYING SYSTEMS - Not Applicable - END OF SECTION - DIVISION 15- MECHANICAL AND PLUMBING GENERAL : (Note: Homeowner shall work with the General Contractor and their sub-contractors and the requirements of the Energy REScheck Form —as submitted to the building department to insure code compliance). DIVISION 15 - MECHANICAL SECTION 15A HEATING General Contractor is responsible for all heating work. 15A.01 REGULATIONS, PERMITS, AND FEES : All work shall conform to the requirements of all local, state, and national codes having jurisdiction, and any utility and/or fuel company regulations applicable to the work being performed. Building cavities (wall,floor and roof/ceilings) shall not be used as plenums or for ductwork. No exterior envelope cavities/ building assemblies shall be used for supply or return ductwork; nor condensate supply/draining. The heating system shall be a forced hot air system and shall maintain an interior temperature of 72 degrees F. or more for Climate Zone 6. The Air Conditioning System shall maintain an interior temperature of 75 degrees F. or less when the exterior temperature is 95 degrees F. (unless Manual J / D require otherwise). The heating sub-contractor shall use Manual J (Residential Load calculation)to "design"the furnace to the heating loads for the new residence and insure that the ductwork is correct, relative to the building envelope and thermal design. Manual J calculations shall determine the heat loss and gain for each room (space) of the residence under peak (worst-case) conditions. Duct systems shall be designed using Manual D (room by room heat loss and gain) numbers supplied by Manual J calculations. Ductwork in unconditioned spaces will have insulation at a minimum of R-6. Intent is to "Right-size" equipment and provide for Homeowner comfort. Calculations shall be 30 ■ provided to verify airflows in CFM for each room. Include measuring airflow at the coil, and the airflow at each register in each room (space); this to verify that the delivered CFM matches the design CFM. HVAC system must be commissioned. Upon the "walk-thru"w/ Homeowner, GC in review of commissioning and after a written verification and an approval shall be submitted to the Homeowner and copied to the Bldg. Code official by this sub-contractor(and /or GC). No final payment shall be authorized until this is • satisfactory. If the HVAC contractor cannot perform the design and calculations, they shall solicit and compensate a certified performance contractor, or energy consultant and/or engineer to perform the required design work and verify testing and equipment commissioning. 15A.02 SPECIAL REQUIREMENTS: The sub-contractor shall review the following with Owner. The following specifications define performance requirements including the quality of materials and equipment to be incorporated in the work. Ductwork, air handlers and filter boxes shall require sealing. The contractor shall submit to the Homeowner for his review, the following: HVAC (mechanical system) piping capable of carrying fluids above 105 F (41 C) or below 55 F (13C) shall be insulated to a minimum of R-3. Energy Envelope Performance calculations/modeling. Heat loss and gain calculations. Fixture cuts/technical data of all equipment. Fixture cuts of all grilles, registers, diffusers, etc. Approved condensate drain piping shall be 3/" diameter. Shop drawings showing total air quantity with breakdowns into zone and outlets, capacities of equipment, duct and outlet sizes, any or all proposed changes to the schematic plans. Condensate must drain to approved locations. Provide auxiliary drain systems in areas where cooling condensate overflow would damage building components. If necessary provide a water level detection to shut off equipment. 15A.03 WORK OF OTHER SECTIONS: The following work shall be included in other sections of this specification: Lintels and Headers Cutting and patching. Electrical wiring; but this contractor shall furnish to the Electrical Contractor all starters, control devices, switches, etc. required for the apparatus supplied under this section of Plumbing. 15A.04 GUARANTEE: The Contractor shall perform all work performed under this contract to be a complete, operable heating and ventilating system free from defects in workmanship and/or materials. 15A.05 GAS PIPE AND PIPING Gas piping shall be A.G. U.L., N. B.F.U. or factory mutual approved with the installation meeting the requirements of the American Standards Association. All new gas piping and materials shall be in accordance with standards of the National Board of Underwriters as set forth in Bulletin N.B.F.U. No. 54 and subject to the approval of the gas company and public authorities having jurisdiction. Note:All roof/ceiling closed cell foam insulation cavities must have a minimum thickness of 3" between "backside"of electrical,plumbing, or HVAC items to the interior face of roof sheathing to insure no interior moisture laden air may come into contact with the cold exterior sheathing for the creation of condensation. The concern is to insure against condensation becoming a possible deterioration of the sheathing and wood frame structure. 31 15A.06 BLOWER DOOR TESTING: Upon completion of the building envelope sealing; General Contractor shall inform Homeowner that the structure is ready for a blower door test. We highly recommend that this be performed before installation of the interior wallboard finish —as a preliminary test to insure the exterior wall sheathing is sealed and air tight. At a minimum the Blower door test shall meet or exceed an air exchange rate of 3 air exchanges per hour(3 ACH); based on testing protocol outlined by the Building Performance Institute (BPI). The General Contractor shall solicit a "third party"to perform this test, that individual shall be a certified BPI representative.A possible (candidate) individual whom performs these services: Art Pakatar, LEED Green Associate, CEA- Sonehedge Associates; ZERO Energy Training and Education Center; 27 •, Cohoes Road I Watervliet, NY 12189; 518.874.1604; C 518.301.7775; apakatar(cr�stonehenge- associates.com. SECTION 15 B - PLUMBING Note: PVC will not be permitted, in areas of fresh water supply.All work shall conform to the requirements of all local, state and national codes having jurisdiction, the N.F.P.A. and any utility company regulations applicable to the work being performed.All work shall be in conformance with the International Board of Fire Underwriter; and shall strictly adhere manufacturer's instructions. 15B.01 -SCOPE OF WORK The contractor shall provide all labor and materials to complete all plumbing work shown or required and/or herein specified. Plumbing Fixtures, complete with fittings and hangers. Connections to fixtures, lavatory and shower. Sanitary waste piping and vent piping. 15B.02 -WATER PIPING: Note: PEX tubing may be substituted in lieu of standard copper as permitted by City Codes. If copper is used insure all solder connections shall be in lead free solder. All exposed piping shall be • "hard pipe"—"Pex" tubing maybe allowed in non-exposed locations. Interior-Type L copper tubing Fittings -wrought copper, soldered joints. Hangers- plated ring type Sanitary Waste and Vent Piping: Above Grade- PVC as permitted by code or type "L': copper. Pitch- 1/8" per foot. 15B.03 PIPE SIZES: Waste piping: 1/2"to each fixture, 3/4"to fixture groups. Sanitary Waste Piping: 3"from water closets, 1 1/2" from other fixtures. 2"from shower. Vent Piping: 1 1/2"from all fixtures, increased as required to 3"for groups. For work using "Pex"tubing the following shall be implemented; Piping to sinks, showers/tubs, washer and exterior hose bibbs—shall be 3/4"diamteter. Piping to toilet to be '/2" diameter. - END OF SECTION - DIVISION 16 ELECTRICAL SECTION - ELECTRICAL WORK 32 I Note:All roof/ceiling closed cell foam insulation cavities must have a minimum thickness of 3" between "backside"of electrical,plumbing, or HVAC items to the interior face of roof sheathing to ` insure no interior moisture laden air may come into contact with the cold exterior sheathing for the creation of condensation. The concern is to insure against condensation becoming a possible deterioration of the sheathing and wood frame structure. 16A.01 GENERAL All work shall conform to the requirements of all local, state, and national codes having jurisdiction, and any utility company regulations applicable to the work being performed. All work shall conform to the Uniform National Electric Code. All equipment or material shall bear U.L. labels. A licensed qualified electrician shall perform all work; and to be inspected by a technician of the Mid Atlantic Inspection Service, or another New York State approved inspector. IProvide all additional duplex convenience receptacles as required by code. 16A.02 SCOPE OF WORK: The electrical contractor shall provide all labor and materials to complete all electrical work shown, required and/or specified herein, including: Power wiring distribution system. Grounding system. f Lighting fixtures and lamps. Receptacles, switches, plates, other devices. Miscellaneous electrical work as shown on the drawings or called for herein. 16A.03 WIRING &WIRING DEVICES: I All power wiring shall be ACT armored cable (BX)or NM cable (ROMEX)solid conductor. All wiring shall be copper, #12 AWG minimum for line voltage wiring, as permitted by Code, with#14 permitted for lighting circuits as per the Code. Conductors as manufactured by General Cable, Phelps-Dodge, or equal. Aluminum type conductors will not be permitted. I Spicing connector's solderless type"Scothlok" shall be manufactured by 3M or equal. All splices shall be made in outlet or junction boxes with boxes as manufactured by Appleton, Steel City, or equal. Provide all other required wiring devices such as switches conduit, hangers, sleeves, boxes, pull boxes, etc. as manufactured by Leviton, Appleton, or equal. Provide ground fault interrupter type circuits for convenience outlets as required by Code. 16A.04 GROUNDING SYSTEM; I Asper code requirements toprovide aground for the non-current carrying metal arts of everypiece of q Y 9 p installed equipment. All grounding materials shall be copper or brass construction of a minimum size of#14 AWG. Connect to water meter piping or ground rods as per Code. 16A.05 SWITCHES, RECEPTACLES, AND COVER PLATES: ISwitches, receptacles and cover plates shall be a type and finish as manufactured by Leviton or equal. (15 amp minimum capacity).All locations, heights, distances shall be installed according to the National Electrical Code Standards. Provide also at all greenhouse and exterior outlets—"in use" outlet covers. 16A.06 LIGHTING FIXTURES: Allowance Coordinate to schematic lighting plan layout. Furnish and install all related accessories for a complete installation such as hangers, clips, framing kits, etc. Verify that all insulation is 3"away from fixtures, except 33 where direct contact insulated ceiling type fixtures are specified. Light Fixture types are to be selected by Owner. 75 % of all new permanent fixtures (lamps) must be LED's (light Emitting Diode) and/or High Efficacy lamps. Maybe used as recommended for under cabinet work surfaces. These units can be expected to have a life cycle of 30,000—50,000 hours. Owner shall select all fixtures with Contractor purchasing and installing. When located in the thermal envelope—recessed fixtures shall meet the following requirements: -All recessed lighting shall meet infiltration criteria and shall be IC rated (insulation contact); per 2015 IECC section R402.4.5. Provide all required certifications for light fixtures. Light Fixture types are to be verified with Owner. 16A.07 SMOKE DETECTOR: Furnish and install battery powered smoke detector in locations as per drawings.All local and state ordinances shall be adhered to. Shall be with both ionization and photoelectric sensors; inter connected and battery backup. LED power indicator light and 85 db alarm signal.As supplied by (or equal): • Energy Federation Incorporated 40 Washington Street; Westborough, MA. 01581; www.efi.org/wholesale; 800-876-0660 16A.08 ELECTRICAL OUTLETS/GROUND— FAULT CIRCUIT INTERRUPTERS: Furnish and Install as per National Electrical code requirements all receptacles, Ground— Fault circuit interrupters, duplex outlets, etc. All receptacle outlets located above counter tops shall not be higher than 20"above finished countertop heights. Outlets excluded from this requirement are those rendered not readily accessible by appliances, fasteners in place, appliance gauges, or appliances occupying dedicated space. All outlets in proximity to water prone areas shall be serviced by GFCI outlets. Ground Fault Circuit interrupters shall be 125volt, single phase, 15 and 20 ampere receptacles outlets. Installed outdoors, in compartments accessible from outside the unit, or in the bathrooms, including receptacles in luminaries (light fixtures), and shall have GFCI protection for personnel. GFCI protection for personnel shall be provided for receptacles outlets serving countertops in receptacle outlets located within 6' of sinks. Exterior outlets 20 Amp circuit. Exceptions: Receptacles installed for appliances in dedicated spaces such as for dishwashers, disposals, refrigerators, freezers, and laundry equipment. GFCI shall be located over or adjacent to countertops in the kitchen & Laundry (at least one on each side of the sink if countertops are on each side and are 12" or over in width.)Adjacent to the refrigerator and freestanding gas range space. 16A.10 CARBON MONOXIDE DETECTORS: Provide carbon monoxide detectors at all levels and in locations as shown on drawings. Verify locations with Owners. Shall offer a digital display for continuous monitoring. Sealed covers and a battery backup —85 db alarm signal. Item 5020. 255; Kidde Co.Alarm AC-900-0121.As supplied by(or equal): Energy Federation Incorporated; 40 Washington Street; Westborough, MA. 01581; www.efi.org/wholesale; 800-876-0660 - END OF SECTION - 34 I , rREScheck Software Version 4.6.2 Compliance Certificate i Project Williams Residence Energy Code: 2015 IECC Location: Warren County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 6 (8499 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 89 Haviland Rd. Ellen &John Williams Sue Davis Queensbury, NY 12804 89 Haviland Rd. SD Atelier Architecture LLC Queensbury, NY 12804 511 Broadway 2nd FIr johnswilliams@verizon.net Saratoga Springs, NY 12866 518-587-3385 Isue@sdatelier.com Compliance: 3.4%Better Than Code Maximum UA: 175 Your UA: 169 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Perimeter R-Value R-Value Crawl Space: Solid Concrete or Masonry 624 0.0 15.0 0.056 21 Wall height: 5.0' Depth below grade: 4.0' Insulation depth: 4.5' Crawl Slab: Slab-On-Grade:Unheated 102 10.0 0.684 70 I Insulation depth: 5.0' N. Wall: Wood Frame, 24" o .c. 40 21.0 0.0 0.056 2 r S. Wall: Wood Frame, 24" o .c. 40 21.0 0.0 0.056 2 l E. Wall: Wood Frame, 24" o .c. 190 21.0 0.0 0.056 9 p E. Windows: Wood Frame:Double Pane with Low-E 36 0.290 10 W.Wall: Wood Frame, 24"o .c. 195 21.0 0.0 0.056 6 W.Windows: Wood Frame:Double Pane with Low-E 46 0.300 14 W. Door: Glass 41 0.240 10 Roof: Flat Ceiling or Scissor Truss 945 49.0 0.0 0.026 25 Project Title: Williams Residence Report date: 06/07/18 Data filename: S:\2017-67 John Williams - Greek revival renovations and addition\CD\specs & Page 1 of10 II schedules\REScheck.rck I Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. SIti PkocLLtka. plittArrECIAME 1-/10$ Name-Title Signatur ".\ Date iiieff"...--- ill, 4. s .Lai a lit cv, 7^"4 I I I I I I I I I I Project Title: Williams Residence Report date: 06/07/18 Data filename: S:\2017-67 John Williams - Greek revival renovations and addition\CD\specs & Page 2 of10 schedules\REScheck.rck I REScheck Software Version 4. .2 r,„, _,I Inspection Checklist Energy Code: 2015 IECC I Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception Iis being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. i Section �_ . plaus erifiet Meld Verified # " Pre-Inspection/Plan view Value aloe C plies? Comments/Assumptions I I& Rega 1103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the f building envelope.Thermal 1F ❑Not Observable envelope represented on A ❑Not Applicable construction documents. r<4 tilgtillig �i'� 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate �* ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ` o� ❑Not Observable _e. Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC �_ Commercial Provisions. 0e 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 1403.7 •sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not f EPR212 on loads calculated per ACCA Cooling: Cooling: [Mot Observable Manual j or other methods approved by the code official. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: I i I 1 I High Impact(Tier 1) 2:.,,Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: Williams Residence Report date: 06/07/18 Data filename: S:\2017-67 John Williams - Greek revival renovations and addition\CD\specs & Page 3 of10 1 schedules\REScheck.rck Section Plans Verified ` Field Verified i #` Foundation inspection i Complies? Comments/Assumptions ReJD Value 1lalue gl• ` 402.1.2 Slab edge insulation R-value. R- R- ❑Co g mplies See the Envelope Assemblies 1 , [FO1]1 ❑ Unheated LiUnheated ❑Does Not table for values. , ; ❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 Slab edge insulation ft ft ❑Complies -See the Envelope Assemblies [FO3]1 depth/length. -❑Does Not table for values. ❑Not Observable ❑Not Applicable 402.2.11 Unvented crawl space wall • R- i R- ❑Complies See the Envelope Assemblies [FO7]1 insulation R-value. R- R- ❑Does Not table for values. kt !El Not Observable ❑Not Applicable y5ry 9 ,,,. ,Niie...E £ " : 303.2 Unvented crawl space wall 4 , r £❑Complies h [FO8]1 insulation installed per i ip i =❑Does Not manufacturer's instructions. ,i L, ❑Not Observable ❑Not Applicable 402.2.11 Unvented crawl space continuous; >❑Complies [FO9]1 vapor retarder installed over �F � ❑DoIllft! oes Not • exposed earth,joints overlapped t '� �1 3 '. �I= 441, by 6 in. and sealed, extending at El Not Observable -least 6 in. up and attached to the • �� ❑Not Applicable 402.2.11 lUnvented crawl space wall in. in. ❑Complies See the Envelope Assemblies [FO10]1 insulation depth of burial or -❑Does Not table for values. distance from top of wall. ❑Not Observable - ❑Not Applicable . i�2 A protective covering is installed � � g r€ 1"� ❑Complies [)*{)lI to protect exposed exterior .- � £mow,m Does Not insulation and extends a 4=� ,fi3 - minimum of 6 in. below grade. !�3 , _ s, ��� �;� ¢�_i i❑Not Observable - ��❑Not Applicable s 4©3.9 Snow-and ice-melting system ['complies [FO12]2 controls installed. ; -� t l ❑Does Not 04 6,1): I �= ❑Not Observable iN g to t ❑Not Applicable . Additional Comments/Assumptions: I I 1 1 1 High Impact(Tier 1) 12- Medium Impact(Tier 2) I--3--Low Impact(Tier 3) Project Title: Williams Residence Report date: 06/07/18 Data filename: S:\2017-67 John Williams - Greek revival renovations and addition\CD\specs & Page 4 of10 schedules\REScheck.rck Section Plans Verified - Field Verified €Framing/ ou b-1 inspection n Value Value 1 Complies? ' Comments/Assumptions __ 'Eet iD .__.. .___._......___._._._ 1402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 1402.3.3, 402.3.6, [Not Observable j402.5 ❑Not Applicable i[FR2]1 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordanceh _:3.!' ❑Does Not with the NFRC test procedure or . v;. taken from the default table. Not Observable 4 . , ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Com lies [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable I 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1.S.2/A440 or has infiltration rates per NFRC - ❑Not Observable 400 that do not exceed code d fiC�tit _ ❑Not Applicable 402.4.5 :IC-rated recessed lighting fixtures .1 . ; ❑Complies [FR16]2 - sealed at housing/interior finish 1. ❑Does Not and labeled to indicate <_2.0 cfm � z �� , � � ❑Not Observable - leakage at 75 Pa. 1 11 ❑Not Applicable 403.2.1 Supply and return ducts in attics 5 � ❑Complies [FR12]1 insulated >= R-8 where duct is x `;.❑Does Not >= 3 inches in diameter and >_ 11+ ;•❑Not Observable R-6 where < 3 inches. Supply and 3 < return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for Az �` diameter>= 3 inches and R-4.2 � Is for< 3 inches in diameter. -`4� � � 1#1(��' 403.3.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not f • ❑Not Observable Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105°F or chilled fluids El Not below 55°F are insulated to >_R- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC h • ❑Complies j[FR24]1 piping. 1 ,.. 4:£`❑Does Not [Not Observable ` � W 4� � r v o. ; € h ,- ❑Not Applicable 403.5.3 Hot water pipes are insulated to R R- ❑Complies [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are 11 .01 � 1 : ❑Complies [FR19]2 installed on all outdoor air " ❑Does Not f intakes and exhausts. s' 04 K ' ❑Not Observable � , .f. ❑Not Applicable mmo� Additional Comments/Assumptions: 1 1 High Impact(Tier 1) ' 2 Medium Impact(Tier 2) ` 3 Low Impact(Tier 3) 1 t Project Title: Williams Residence Report date: 06/07/18 Data filename: S:\2017-67 John Williams - Greek revival renovations and addition\CD\specs & Page 5 of10 schedules\REScheck.rck � � = � � � � � _ ~ ~ � � ^ ^ " " | 1 |High |mpac (Tier Medium Impact[ner2 Low Impactn� ers) � � Project Title: Williams Residence Report date: 06/07/I8 Data filename: S:\20I7-67John Williams Greek revival renovations and addition\CD\ pecs & Page 6 nfIO schedu|es\REScheck.rck Section Plans Verified Field Verified # Insulation Inspection Value value Complies? Comments/Assumptions & Req. t3 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not i provded. T I ['Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 1402.2.5, mass wall with at least l of the ❑ Wood ❑ Wood Does Not table for values. I 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation El Mass Mass ❑Not Observable requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable N4]' manufacturer's instructions. s ' ❑Does Not ❑Not Observable ❑Not Applicable I Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2''' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Williams Residence Report date: 06/07/18 Data filename: S:\2017-67 John Williams - Greek revival renovations and addition\CD\specs & Page 7 of10 schedules\REScheck.rck IN Section ` Plans Verified 1 Field Verified i # 1 Final Inspection Provisions value Complies? i Comments/Assumptions 1 ReciA i is lMe i 402.1.1, Ceiling insulation R-value. R- R- Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel i❑ Steel ❑Not Observable 402.2.6 [FI1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ����, ❑Complies 303.2 manufacturer's instructions. ��a �,❑Does Not [F12]1 Blown insulation marked every nipligoNowv' , £f 300 ft2. i. €; ��_ ❑Not Observable ❑Not Applicable 1402.2.3 Vented attics with air permeable ❑Complies [F122]2 insulation include baffle adjacent ` f� ❑Does Not to soffit and eave vents that ' i � ['Not Observable extends over insulation. � 1_� 1 ❑Not Applicable , rg � 402.2.4 Attic access hatch and door R- R- '❑Complies [F13]1 insulation ?_R-value of the !❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable ' ! 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. : 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test: Total leakage measured with a [Not Observable pressure differential of 0.1 inch :❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ' „ ❑Complies [FI24]1 by manufacturer at <=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.t1 ., Programmable thermostats ❑Complies [F1912 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ' code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed A ❑Complies [FI10]2 on heat pumps. -. e �:; A r ❑Does Not 1❑Not Observable ❑Not Applicable lailikt403.5.1 Circulating service hot water ❑Complies [F111]2 systems have automatic or ❑Does Not accessible manual controls. 4tlat g �£ ❑Not Observable • * Off M :" � El Applicable 1 1High Impact(Tier 1) ;'2 Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: Williams Residence Report date: 06/07/18 Data filename: S:\2017-67 John Williams - Greek revival renovations and addition\CD\specs & Page 8 of10 schedules\REScheck.rck I E,.......e..............._,..,_...,,„.,..,.,,.,,.,,..., ,.,.,_._.....,.,..,,.,.e..,..e,..a,... ,.,..._..,._....,.. .....,�. ._.........,.,.. ,....._......._.._ _..._._.._ -1 Section Plans Verified,,.. Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions Req.ID i E 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed • •❑Does Not HVAC equipment meet efficacy and air flow limits. �" ['Not Observable - ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating „„ ❑Does Not systems have outdoor setback } ❑Not Observable control to lower boiler water � �� =;� temperature based on outdoor �� �� l .: '❑Not Applicable temperature. �� , �C�Y 'k�x fiS�F'Y3" h�nd�� 403.5.1.1 •Heated water circulation systems 1 1 18.F` 0 ❑Complies [FI28]2 have a circulation pump.The �� � ❑Does Not system return pipe is a dedicated fi � return i e or a cold water su Iii„ s �� - ❑Not Observable pipe it andthermos-suppiiiiily ❑Not Applicable pipe. G a y e � syphon circulation systems are 'S1 not present. Controls for s ito: circulating hot water system A mf >oA & pumps start the pump with signal for hot water demand within the • - '* l a occupancy. Controls I° - automatically turn off the pumpmigri W � when water is in circulation loopy1. is at set-point temperature and 3,� , sic no demand for hot water exists...7: �� ..r ,.. 403.5,1.2 Electric heat trace systems ❑Complies i[F129]2 comply with IEEE 515.1. or UL ❑Does Not 515. Controls automatically 114 adjust the energy input to the e i i ❑Not Observable 1 : �, . ❑Not Applicable heat tracing to maintain the ii '_5o pp desired water temperature in the � � piping. i403.5.2 Water distribution systems that � � "' ❑Complies I '[F130]2 have recirculation pumps that � � Va El Not pump water from a heated water Observable supply pipe back to the heated f� �� water source through a cold � � . ❑Not Applicable . water supply pipe have a € _ k - 0 4 0 demand recirculation water h „l a • .1 x system. •Pumps have controls ; that manage operation of they . pump and limit the temperature ���1 � f � I of the water entering the cold , . I s water piping to 104(2F. rt e =403.5.4 Drain water heat recovery units <' ,❑Complies I =[F131]2 tested in accordance with CSA ` �•, • • ❑Does Not B55.1. Potable water-side 1:51 _� pressure loss of drain water heat 100:0- """ ❑Not Observable nit < psi forf � ❑Not Applicable recovery units 3 �. individual units connected to one ,, or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for ; individual units connected to `" three or more showers. 1404.1 75%of lamps in permanent .��� ❑Complies [F16]1 fixtures or 75%of permanent ' . � • ❑Does Not fixtures have high efficacy lamps. . 51 Does not apply to low voltage ['Not Observable . lighting. liosz ❑Not Applicable__ 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable Not Applicable 1 High impact(Tier 1) I 2 Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: Williams Residence Report date: 06/07/18 r Data filename: S:\2017-67 John Williams - Greek revival renovations and addition\CD\specs & Page 9 of10 i schedules\REScheck.rck Section Plans Verified Field Verified Final inspection Provisions 1 Complies? ' Comments/Assumptions ee. aiue Value 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable I 303.3 Manufacturer manuals for ❑Complies [F118l3 mechanical and water heating ❑Does Not systems have been provided. [Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I 1 I 1 I I 1 r 1 I I 1 ;High Impact(Tier 1) 1, . Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) I 1 Project Title: Williams Residence Report date: 06/07/18 Data filename: S:\2017-67 John Williams - Greek revival renovations and addition\CD\specs & Page 10 of10 schedules\REScheck.rck C * r r ,fafICI . rICCertificate 7,, insulation i a'I Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 10.00 ICeiling / Roof 49.00 Ductwork (unconditioned spaces): SHGC Window 0.30 Door 0.24 Heating&Cooling Eq Heating System: I Cooling System: Water Heater: Name: Date: Comments I► A Subsidiary of 0 000 Most Widely Accepted and Trusted ICC-ES Report ESR-3500 Reissued 01/2017 This report is subject to renewal 01/2018. ICC-ES | (800) 423-6587 | (562) 699-0543 | www.icc-es.org ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2017 ICC Evaluation Service, LLC. All rights reserved. “2014 Recipient of Prestigious Western States Seismic Policy Council (WSSPC) Award in Excellence” Look for the trusted marks of Conformity! DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 21 00—THERMAL INSULATION REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 2L7 CANADA EVALUATION SUBJECT: ICYNENE PROSEAL AND ICYNENE PROSEAL LE ICC-ES Evaluation Report ESR-3500 Reissued January 2017 This report is subject to renewal January 2018. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation REPORT HOLDER: ICYNENE, INC. 6747 CAMPOBELLO ROAD MISSISSAUGA, ONTARIO L5N 2L7 CANADA (905) 363-4040 www.icynene.com jevans@icynene.com EVALUATION SUBJECT: ICYNENE PROSEAL AND ICYNENE PROSEAL LE 1.0 EVALUATION SCOPE 1.1 Compliance with the following codes: 2015, 2012 and 2009 International Building Code® (IBC) 2015, 2012 and 2009 International Residential Code® (IRC) 2015, 2012 and 2009 International Energy Conservation Code® (IECC) Properties evaluated: Surface-burning characteristics Physical properties Thermal resistance (R-values) Attic and crawl-space installation Air permeability Vapor permeability Fire–resistance-rated construction Water-resistive barrier Exterior walls of Types I–IV construction 1.2 Evaluation to the following green standard: 2008 ICC 700 National Green Building Standard™ (ICC 700-2008) Attributes verified: See Section 3.1 2.0 USES Icynene ProSeal and Icynene ProSeal LE spray foam is used as a nonstructural thermal insulating material in Types I, II, III, IV and V construction under the IBC and dwellings under the IRC. The insulation is for use in wall cavities, floor assemblies, ceiling assemblies, or attics and crawl spaces when installed in accordance with Section 4.4. Under the IRC, the insulation may be used as air- impermeable insulation when installed in accordance with Section 3.4, and as a vapor retarder when installed in accordance with Section 3.5. Icynene ProSeal spray foam may be used in fire-resistance-rated construction when installed in accordance with Section 4.5, and in Types I through IV construction when installed in accordance with Section 4.6. The insulation may be used as an alternative to the water-resistive barrier required in IBC Section 1404.2 and IRC Section R703.2 when installed as described in Section 4.7. 3.0 DESCRIPTION 3.1 ProSeal Insulation: Icynene ProSeal and Icynene ProSeal LE foam plastic insulation is a two-component, medium-density, closed- cell, spray-applied foam plastic with a nominal density of 2.4 pcf. The polyurethane foam is produced by combining Icynene Based Seal MDI isocyanate (the A component) and Icynene ProSeal resin (the B component). The products have a shelf life of 12 months when stored in factory-sealed containers at temperatures between 60°F and 85°F (16°C and 29°C). The Icynene ProSeal is supplied in one formula for all climates. The attributes of the insulation have been verified as conforming to the requirements of ICC 700-2008 Section 703.2.1.1.1(c) as an air impermeable insulation. Note that decisions on compliance for those areas rest with the user of this report. The user is advised of the project-specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. These codes or standards often provide supplemental information as guidance. 3.2 Surface Burning Characteristics: The Icynene ProSeal and Icynene ProSeal LE insulation, at a maximum thickness of 4 inches (102 mm) and a nominal density of 2.4 pcf, has a flame-spread index of 25 or less and a smoke-developed index of 450 or less when tested in accordance with ASTM E84 (UL 723). ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright© 2017 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 5 1000 ESR-3500 | Most Widely Accepted and Trusted Page 2 of 5 3.3 Thermal Resistance: Icynene ProSeal and Icynene ProSeal LE insulation has a thermal resistance, R-value, at a mean temperature of 75°F (24°C) as shown in Table 1. 3.4 Air Permeability: Icynene ProSeal and Icynene ProSeal LE insulation, at a minimum 1.4-inch (35.6 mm) thickness, is considered air- impermeable insulation in accordance with 2015 IBC Section 1203.3 and 2015 and 2012 IRC Section R806.5 (2009 IRC Section R806.4), based on testing in accordance with ASTM E2178. 3.5 Vapor Permeability: Icynene ProSeal and Icynene ProSeal LE insulation has a vapor permeance of less than 1 perm (5.7x10-11 kg/ Pa-s-m2) at a minimum thickness of 1.5 inches (38.1 mm) and may be used where a Class II vapor retarder is required by the applicable code. 3.6 Intumescent Coatings: 3.6.1 DC 315: DC 315 intumescent coating (ESR-3702), manufactured by International Fireproof Technology, Inc., is a water-based coating supplied in 5-gallon (19 L) pails and 55 gallon (208 L) drums. The coating material has a shelf life of 12 months when stored in factory-sealed containers at temperatures between 50°F (10°C) and 80°F (24°C). 4.0 DESIGN AND INSTALLATION 4.1 General: Icynene ProSeal and Icynene ProSeal LE must be installed in accordance with the manufacturer’s published installation instructions, this report and the applicable code. The manufacturer’s published installation instructions and this report must be strictly adhered to, and a copy of the instructions and this evaluation report must be available on the jobsite at all times during installation. 4.2 Application: Icynene ProSeal and Icynene ProSeal LE must be applied using spray equipment specified by Icynene, Inc. The insulation must not be used in areas having a maximum service temperature greater than 180°F (82°C), must not be used in electrical outlet or junction boxes or in contact with rain or water, and must be protected from the weather during and after application. Where Icynene ProSeal and Icynene ProSeal LE is used as an air-impermeable barrier, such as in unventilated attic spaces regulated by IRC Section R806, the insulation must be installed at a minimum thickness of 1.4 inches (35.6 mm). The insulation is applied to the intended thickness, with the first pass being at the maximum thickness set forth in the manufacturer’s published installation instructions. Where multiple passes are required, the cure time between each pass is in accordance with the manufacturer’s instructions. 4.3 Thermal Barrier: 4.3.1 Application with a Prescriptive Thermal Barrier: Icynene ProSeal and Icynene ProSeal LE spray foam insulation must be separated from the interior of the building by an approved thermal barrier, such as 1/2-inch- thick (12.7 mm) gypsum board installed using mechanical fasteners in accordance with the applicable code, or an equivalent 15-minute thermal barrier complying with, and installed in accordance with, IBC Section 2603.4 or IRC Section R316.4, as applicable. When installation is within an attic or crawl space as described in Section 4.4, a thermal barrier is not required between the foam plastic and the attic or crawl space, but is required between the insulation and the interior of the building. There is no thickness limit when installation is behind a code- prescribed thermal barrier except as noted in Sections 4.4.2.1, 4.4.2.2 and 4.4.3. 4.3.2 Application without a Prescriptive Thermal Barrier with DC 315 Intumescent Coating: Icynene ProSeal and Icynene ProSeal LE may be installed without the 15-minute thermal barrier prescribed in IBC Section 2603.4 and IRC Section R316.4, when the installation is in accordance with this section. The Icynene ProSeal insulation and the DC 315 intumescent coating may be spray-applied to the interior facing of walls, the underside of roof sheathing or roof rafters, and in crawl spaces, and may be left exposed as an interior finish without a 15-minute thermal barrier or ignition barrier. The thickness of the insulation applied to the underside of the roof sheathing must not exceed 14 inches (356 mm). The thickness of the insulation applied to vertical wall surfaces must not exceed 8 inches (203 mm). The insulation must be covered on all surfaces with DC 315 intumescent coating at a minimum wet film thickness of 24 mils wet (0.61 mm) [16 mils dry (0.41 mm)] at an application rate of 1 gallon (3.8 L) per 66.8 square feet (6.15 M²). The coating must be applied over the Icynene ProSeal insulation in accordance with the coating manufacturer’s instructions, ESR-3702 and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one coat with low- pressure airless spray equipment. 4.4 Attics and Crawl Spaces: 4.4.1 Application with a Prescriptive Ignition Barrier: When Icynene ProSeal and Icynene ProSeal LE insulation is installed within attics or crawl spaces where entry is made only for service of utilities, an ignition barrier must be installed in accordance with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and R316.5.4, as applicable. The ignition barrier must be consistent with the requirements for the type of construction required by the applicable code, and must be installed in a manner so that the foam plastic insulation is not exposed. Icynene ProSeal and Icynene ProSeal LE insulation may be installed in unvented attics in accordance with 2015 IBC Section 1203.3 or 2012 IRC Section R806.5 (2009 IRC Section R806.4). 4.4.2 Application without a Prescriptive Ignition Barrier: Where Icynene ProSeal spray foam is installed in an attic or crawl space without a prescriptive ignition barrier, in accordance with Sections 4.4.2.1 and 4.4.2.2, the following conditions apply: 1. Entry to the attic or crawl space is only for the service of utilities and no storage is permitted. 2. There are no interconnected attic, crawl space or basement areas. 3. Air in the attic or crawl space is not circulated to other parts of the building. 4. Combustion air is provided in accordance with IMC (International Mechanical Code®) Section 701. 5. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except when air- impermeable insulation is permitted in unvented attics in accordance with 2015 IBC Section 1203.3 or 2012 IRC Section R806.5 (2009 IRC Section R806.4). 6. Under-floor (crawl space) ventilation is provided when ESR-3500 | Most Widely Accepted and Trusted Page 3 of 5 required by 2015 IBC Section 1203.4 (2012 and 2009 IBC Section 1203.3) or IRC Section R408.1, as applicable. 4.4.2.1 Attics and Crawl Spaces – Uncoated: The thickness of the foam plastic applied to the underside of the roof sheathing and/or rafters, or the underside of floors, must not exceed 8 inches (203 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 6 inches (152 mm). The insulation does not require a code-prescribed ignition barrier or coating. 4.4.2.2 Attic and Crawl Spaces – Coated: The thickness of the foam plastic applied to the underside of the roof sheathing and/or rafters, or the underside of floors, must not exceed 14 inches (356 mm). The thickness of the spray foam insulation applied to vertical wall surfaces must not exceed 8 inches (203 mm). The Icynene ProSeal and Icynene ProSeal LE insulation must be covered on all surfaces with DC315 at a minimum dry film thickness of 3 mils (0.08 mm) [wet film thickness of 4 mils (0.10 mm)] at a rate of 401 square feet (37 m2) per gallon (3.8 L). The coating must be applied over the Icynene ProSeal and Icynene ProSeal LE insulation in accordance with the coating manufacturer’s instructions and this report. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and other substances that could interfere with adhesion of the coating. The coating is applied in one coat with low-pressure airless spray equipment. 4.4.3 Use on Attic Floors: Icynene ProSeal and Icynene ProSeal LE insulation may be installed exposed at a maximum thickness of 14 inches (356 mm) between and over the joists in attic floors. The insulation must be separated from the interior of the building by an approved thermal barrier. An ignition barrier in accordance with the IBC Section 2603.4 and IRC Section R316.5.3 may be omitted. 4.5 One-hour Non-load-bearing Fire-resistance-rated Wall Assembly: 4.5.1 Exterior Face: Nominally 6-inch-deep (152 mm), No. 18 gage galvanized steel studs, spaced 16 inches (406 mm) on center, are fastened to No. 18 gage galvanized steel floor and ceiling tracks. One layer of 1/2-inch-thick (12.7 mm) Georgia Pacific DensGlass® Gold Exterior Sheathing is installed parallel to the steel studs with vertical joints offset a minimum of 16 inches (406 mm) from the vertical joints of the interior Type X gypsum board, and the horizontal joints offset a minimum of 24 inches (610 mm) from the horizontal joints of the gypsum board. The sheathing is attached using 11/4-inch long (31.7 mm), self-drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and in the field. Hohmann & Barnard DW-10 brick ties, 6 inches (152 mm) long by 11/2 inches (38 mm) wide, are spaced 16 inches (406.4 mm) on center vertically on each steel stud, and secured using two 15/8-inch-long (41.3) self-drilling screws, through 4-inch (102 mm) red clay brick [31/2 inches (89 mm) by 21/4 inches (57 mm) by 73/4 inches (197 mm)], laid in a running bond pattern with Type S mortar, leaving a nominally 1-inch (25.4 mm) air gap between the brick and the exterior sheathing. The stud cavity is filled with Icynene ProSeal insulation and Icynene ProSeal LE to a maximum nominal thickness of 6 inches. 4.5.2 Interior Face: Type X gypsum board, 5/8 inch (15.9 mm) thick and complying with ASTM C1396, is applied to the interior side with the long edge parallel to steel studs, and is secured using 11/4-inch-long (32 mm), self-drilling drywall screws spaced 8 inches (203 mm) on center around the perimeter and 12 inches (305 mm) on center in the field. The gypsum board joints must be treated with vinyl or casein, dry or premixed joint compound applied in two coats to cover all exposed screw heads and gypsum board butt joints. A minimum 2-inch- wide (51 mm) paper, plastic, or fiberglass tape is embedded in the first layer of compound over butt joints of the gypsum board. 4.6 Exterior Walls in Type I, II, III and IV Construction: 4.6.1 General: When used on exterior walls of Types I, II, III or IV construction, the assembly must comply with IBC Section 2603.5 and this section, and the Icynene ProSeal and Icynene ProSeal LE insulation must be installed at a maximum thickness as described in Table 2. The potential heat of Icynene ProSeal insulation is 2288 Btu/ft2 (25995 kJ/m²) per inch of thickness, when tested in accordance with NFPA 259. 4.6.2 Specific Wall Assemblies: W all assemblies complying with Section 4.6 must be as described in Table 2. 4.7 Water-resistive Barrier: Icynene ProSeal and Icynene ProSeal LE insulation may be used as an alternative to the water-resistive barrier prescribed in IBC Section 1404.2 and IRC Section R703.2, when installed on exterior walls as described in this section the insulation must be spray-applied to the exterior side of sheathing, masonry or other suitable exterior wall substrates to form a continuous layer of 1 inch (25.4 mm) minimum thickness. All construction joints and penetrations are to be completely sealed with Icynene ProSeal or Icynene ProSeal LE insulation. 5.0 CONDITIONS OF USE The Icynene ProSeal and ProSeal LE spray foam insulation described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The product must be installed in accordance with the manufacturer’s published installation instructions, this evaluation report and the applicable code. In the event of a conflict between the manufacturer’s published installation instructions and this report, this report governs. 5.2 The insulation must be separated from the interior of the building by an approved 15-minute thermal barrier in accordance with IBC Section 2603.4, except when installation is as described in Section 4.3.2 or in attics and crawl spaces as described in Section 4.4.2. 5.3 The insulation must not exceed the thickness and density noted in Sections 3.2, 4.3, 4.4, 4.5 and 4.6 of this report. 5.4 The insulation must be protected from the weather during and after application. 5.5 The insulation must be applied by installers certified by Icynene, Inc. 5.6 Use of the insulation in areas where the probability of termite infestation is “very heavy” must be in accordance with IRC Section R318.4 or 2012 IBC Section 2603.9 (2009 IBC Section 2603.8), as applicable. 5.7 Jobsite certification and labeling of the insulation must comply with 2015 IRC Sections N1101.10.1 and N1101.10.1.1 (2012 IRC Sections N1101.12.1 and ESR-3500 | Most Widely Accepted and Trusted Page 4 of 5 N1101.12.1.1 or 2009 IRC Sections N1101.4 and N1101.4.1) and 2015 and 2012 IECC Sections C303.1.1, C303.1.1.1, R303.1.1 and R303.1.1.1 (2009 IECC Sections 303.1.1 and 303.1.1.1), as applicable. 5.8 The A and B components of the insulation are produced under a quality-control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Spray-applied Foam Plastic Insulation, (AC377), dated April 2016, including reports of tests in accordance with Appendix X of AC377. 6.2 Report of air permeance test in accordance with ASTM E2178. 6.3 Report of vapor permeance test in accordance with ASTM E96. 6.4 Engineering analysis of a fire-resistance test in accordance with ASTM E119. 6.5 Engineering analysis of a fire test in accordance with NFPA 285. 6.6 Report of a room corner fire test in accordance with NFPA 286. 6.7 Report of a potential heat test in accordance with NFPA 259. 6.8 Report of a critical radiant flux test in accordance with ASTM E970. 6.9 Reports of tests in accordance with applicable sections of the ICC-ES Acceptance Criteria for Foam Plastic Sheathing Used as a Water-resistive Barrier (AC71), dated February 2013 (editorially revised January 2016). 7.0 IDENTIFICATION Containers of Icynene ProSeal and Icynene ProSeal LE components are identified with a label bearing the Icynene, Inc., name and address; the product trade name [Icynene ProSeal]; the lot number; the flame spread and smoke developed indices; mixing instructions; density; the shelf life and the expiration date; and the evaluation report number (ESR-3500). The International Fireproof Technology / Paint To Protect, Inc. DC-315 intumescent coating is identified with the manufacturer’s name, the product trade name, use instructions and ICC-ES evaluation report number ESR-3702. TABLE 1—THERMAL RESISTANCE (R-VALUES) THICKNESS (inches) R-VALUE (°F.ft².h/Btu) 1.0 7.1 3.5 24 4.0 28 5.5 38 6.0 42 7.5 52 8.5 59 9.5 66 10.0 69 11.25 78 For SI: 1 inch= 25.4 mm; 1°F.ft².h/Btu = 0.176110°K.m².h/W. 1R-values are calculated based on tested K-values at 1- and 3.5-inch thicknesses. TABLE 2—NFPA 285 COMPLYING EXTERIOR WALL ASSEMBLIES ESR-3500 | Most Widely Accepted and Trusted Page 5 of 5 Wall Component Materials Base Wall System – Use either 1, 2 or 3 1 – Concrete wall. 2 – Concrete masonry wall. 3 –Minimum 35/8-inch-deep (92 mm), No. 20 gage, C-shaped steel studs, spaced a maximum of 24 inches on center with lateral bracing every 4 feet (1219 mm) as required by code. Sheathing shall be a described in Exterior Sheathing below. Floorline Firestopping Minimum 4 pcf mineral wool in each stud cavity at each floorline, attached with Z-clips. Thickness must match stud cavity depth. Cavity Insulation – Use either 1, 2 3, 4 or 5 1 – None. 2 – Partial cavity fill with a maximum air space of 2 inches (51 mm) or full cavity depth not exceeding 75/8 inches (194 mm) of Classic, Classic Plus or Classic Max (ESR-1826); MD-R-210 (ESR-3493); or Proseal/ProSeal LE (ESR-3500). 3 – Any insulation qualified as noncombustible in accordance with ASTM E136. 4 – Glass fiber batt insulationa. 5 – Mineral fiber insulationa. aInsulation must comply with the applicable requirements of 2015 or 2012 IBC Section 720.2 (2009 IBC Section 719.2). Exterior Sheathing – Only for Base Wall System No.3 – Use either 1 or 2 1 – Minimum 1/2-inch-thick (12.7 mm), ), glass mat gypsum sheathing complying with ASTM C1177. 2 – Sheathing shall be attached with No. 6, 11/4- inch-long (32 mm)self-tapping screws located 8 inches (203 mm) on center along the perimeter and 12 inches 302 mm) on center in the field of wallboard. Joints must be taped and treated with joint compound in accordance with ASTM C840 or GA-216. Exterior Insulation Maximum thickness of 51/2 inches (140 mm) of Proseal Eco (MD-R-210) (ESR-3493) or Proseal/ProSeal LE (ESR-3500). Exterior Wall Covering – Use either 1, 2, 3, 4, 5, 6 or 7 1 – Brick - standard nominally 4-inch-thick (102 mm) clay brick; brick veneer anchors – standard types installed a maximum of 24 inches OC vertically on each studb. 2 – Stucco - minimum 3/4-inch-thick (19.1 mm), exterior cement plaster and lath with a secondary water-resistive barrier may be installed between the exterior insulation and the lath. 3 – Natural stone (limestone, granite, marble, sandstone), minimum 2-inch-thick (51 mm)c. 4 – Cast artificial stone, minimum 11/2-inch-thick (38 mm), complying with AC51 and subject of a current ICC-ES evaluation reportc. 5 – Terracotta cladding, minimum of 11/4–inch-thick (32 mm)c. 6 – Precast concrete panels, minimum of 11/2–inch-thick (32 mm)c. 7 – Concrete masonry untis (CMU), minimum of 11/2–inch-thick (38 mm)c. b. The maximum air gap between exterior insulation and cladding shall be 2 inches (51 mm). c. Any standard non-open-jointed installation technique such as ship-lap, etc., may be used. RX Date/Time 0510912019 12:13 15182731202 P.004 May. 9. 2019 11 : 52AM;sz,�MDIA�, .q.. .,- ,.,,, ,,,,,,;-,...,, r ,, No, 8553-MIZP, 4/7 r},) MIDDLE DEPARTMENT INSPECTION AGENCY, INC. tt << t that the electrical wiring to the electrical equipment listed below has been examined and is approved as t ��� being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date I���i ) noted below and is issued subject to the following conditions. • 4 • c Owner: John Williams Date: �j T4 04/26/2019 �t e} Occupant: Addition Locatio f �9 Haviland Road OccupancySingle Family Dwg. Queensbury, Warren Co. NY �A.� �j� Applicantr A> - Hilltop Construction '•,) Cindy Albrecht .. g `U}) 51 Crowley Rd_ �c L Hudson Falls NY 128391. ,..•. • J • • ;?� „ • • I 49 Joseph A.Holmes �u>) (c." No. � ) k., 1452622358EL: : • ' ea •Equipment: • • r» q p • �.�',_k.2/0-Service Conductor; 24-Switches; 38 ..Receptacles;32-Fixtures; 1•-30 Amp Air Conditioner; 2 - 30 Amp Dryer ?' Cc:,'Receptacles;2-Vent Fans;4:.Arc Fault Breakers r�,ay7 C4) • • �0 eA) : MAY 0 9 2019 ' e SOWN OF QUEENSBIJRY ' C� BUILDING&CODES I `jfy� This certificate applies to the electrical wiring to the electrical equipment listed Immediately null and void. This certificate applies only to the use,occupancy and .;,,��... (�s) above and the installation inspected as of the above noted date based on a visual ownership as Indicated herein. Upon a change in the use,occupancy or ownership rr;) �'4,'r) inspection. No warranty Is expressed or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall be immediately null and void. `4) /,'� ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions. 1. ll t� be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspectlon by Middle Department :,.,1 �40 system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle t y)J it' ed to.the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc.to initiate the inspection and revalidation {(.-�3) '`»' any of the components installed as of the above noted date,this certificate shall be process. A tee will be charged for this service. )) ..tom .-:.-.. .-.,..,,�� .. 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