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Home My WebLink About37030-Z Town of Southold Annex' 9/18/2012 oo�guFF�t,�coG.G P.O.Box 1179 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35960 Date: 9/18/2012 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 510 Pike St, Mattituck, SCTM#: 473889 Sec/Block/Lot: 140.-3-3.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/29/2011 pursuant to which Building Permit No. 37030 dated 3/1/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alter second floor of ekisting commericial building for fitness studio as applied for. The certificate is issued to Love Lane Realty Co Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37030 9/10/12 PLUMBERS CERTIFICATION DATED 9/14/12 Burts Reliable Inc r A ized gnatu Sp� TOWN OF SOUTHOLD �g�FFO(,rco BUILDING DEPARTMENT ti�0 D� y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) r Permit#: 37030 Date: 3/1/2012 Permission is hereby granted to: Love Lane Realty Co Inc PO BOX 12 Mattituck, NY 11952 To: alter an existing Commercial building & establish a change of use as applied for At premises located at: 510 Pike St, Mattituck SCTM # 473889 Sec/Block/Lot# 140.-3-3.4 Pursuant to application dated 11/29/2011 and approved by the Building Inspector. To expire on 8/31/2013. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,268.40 CO -COMMERCIAL $50.00 Total: $1,318.40 Building Inspectof Form No.6. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This applicatioi"i must be filled in by typewriter or ink and.submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial budding, indusirial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees l. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. . Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of Occupancy- Residential $15:00, Commercial $l 5.00 Date. New Construction: Old or.Pre-existin&Buildin : check one Location of Property: 5-to A'ke W42e ' House No. Street Hamlet Owner or Owners of Property: tn.G Suffolk County Tax Map No 1000,Sectioi3 Block Lot Sul5division Filed Map. Lot: Permit No. d 3 D .Date of Permit.3_1,/1 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary. Certificate Firial Certificate: (check one) Fee Submitted: Applicant Signature �ok\pE SOUTyolo Town Hall Annex Telephone(631)765 1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.richert(aD-town.s.outhold.ny.us Southold,NY 11971-0959 4UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Brian Kelly(The Muscle Firm Inc) Address: 320 Love Lane City: Mattituck St: NY Zip: 11952 Building Permit#: 37030 Section: 140 Block: 3 Lot: 3.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Amagansett Electric License No: 43262-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 21 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 2-20 A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect R2-2O Switches 17 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 400a service-2 200a panels with 200a disconnects, 1 combination smoke/co dete( 7-paddle fans,2-exhaust fans,2-electric hand dryers,2-exit/emergency lights Notes: Inspector Signature: Date: Sept 10 2012 81-Cert Electrical Compliance Form.xls �D Town Hail Annex Telephone(,63.1)765-1802 54375 Main Road Fax(631),7€5-9502 P.O.Box 1179' .'... .. Y Southold,New York 11971.-0959 Q ® BUR.DMQ]DBPARTfAENT AWN OF SOUTHOM SEP 18 2012 BLDG.DEPT. TOWN Of SOUTHOLD •CERTI_FICATION Date: Building Permit No. Owner: nV (Please prin . Plumber: 8 h-I S Ref (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of I%. lead. -(Plumbers Signaturetl Sworn to before me this day of 5 P-effiblr, 20/a Notary Public, :�jr1l�C County, BERNADETTE L.TAPLIN •MOTARY PVEILIC#4844803 State of KefV'-York Residing in Suffolk County Commission Ex�.waa ,7` TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 -� 2 ® Survey www.northfork.net/Southold/ PERMIT NO. 30 > Check Septic Form N.Y.S.D.E.C. /'r Trustees Examined 20 `'/ Contact. Approved 20_2 Mail to: Disapproved a/c Phone: pi 3 20_/3 , ✓J U Building Inspector NOV 2 8 2017 PPLICATION FOR BUILDING PERMIT BLOG. Date November 25 ,20 11 TOWN SOUTN OEPT, INSTRUCTIONS OF OLD a.This app is ' ST be ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to sca e.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall.be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building,code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 160 Main Street, Suite 200, Sayville, NY 11782 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Architect is applicant Name of owner of premises Orlowski Hardware (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 320 Love Lane (2nd Floor) Mattituck, NY 11952 House Number Street Hamlet County Tax Map No. 1000 Section 140 Block 3 Lot 3.4 Subdivision Filed Map No. Lot (Name) 2. State existing uge and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1st Floor-Hardware Store,Mercantile;2nd Floor-Hardware Store,Mercantile b. Intended use and occupancy 1 st Floor-Hardware Store,Mercantile;2nd Floor-Personal Training Studio,Business 3. Nature of work(check which applicable):New Building Addition Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost $9,000 Fee $250.00 (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 1st Floor-Hardware Store 2nd Floor-Personal 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Training Studio 7. Dimensions of existing structures,if any:Front 58 ft Rear 54 ft Depth 52 ft Height 1 Oft ceiling to remain Number of Stories 2 Dimensions of same structure with alterations or additions: Front 58 ft Rear 54 ft Depth 52 ft Height 1 Oft ceiling to remain Number of Stories 1 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 77.10 ft Rear 65.23 ft Depth 176.90 ft 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated HB 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO ✓ 13.Will lot be re-graded?YES_NO ✓ Will excess fill be removed from premises?YES_NO ✓ 320 Love Lane 14.Names of Owner of premises Orlowski Hardware Address Mattiluck,NY 11952 Phone No. Name of Architect Nemschick Silverman Architects,P.C. Address a Maiym,llen Street Swte 200 1S60 Mai NY 11y82 Phone No (631)563-2130 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO ✓ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO✓ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Raymond W. Nemschick, RA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed th aid work and to make and file this application; that all statements contained in this application are true to the best of his knowledg and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swo before me this ay ofx,% 1/Vl Lt.20 / Notary Pu lc S nature Ap 'cant PENNY BEDELL Notary Public,State of New Yoik No.01 BE6099317 Qualified in Suffolk County Commission Expires Sept.29, �0 0� lelou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ �OUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION FRAM ING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �J' l� 7J lam-- C DATE -"' � INSPECTOR OF SO(/j�o6 cOOHi`I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE 3 INSPECTOR rjf so TOWN OF SOUTHOLD ZING DEPT. 7 -180 INS ECTION '. [ ] FOUNDATION 1ST [ ] ROU LBG. [ ] FOUNDATION 2ND [ 1 SULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �® INSPECTOR 3 rjF$U(/TyOIG - 203 N � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ],FOUNDATION'2ND [ ] IN ATION [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C � r-7 d G DATE 71ry INSPECTOR pF SOpl�o� • (�� ly�OUM`l�� -! TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION .'. [ ] FOUNDATION. I ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE f l PE IN S CTOR OF SO(/T�,o� o�yc0u TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE `�`" l �i INSPECTOR 1' 1 1 0 • � • 11. �I�..��- .��a�. Lam.. ✓ �� «, ��y PLUMING I WE 1rrl✓fir .. W M ATION PER N.Y. i STATE ENERGY CODE nor ADDITIONAL i �,Nts �� :k Dec-09-2011 09:04am From-NEMSCHICK SILVERMAN ARCHITECTS 6315632139 T-127 P-002/002 F-515 Nemschick Silverman Architects P.c. the business of ARCHITECTURE." Mike Verity Town of Southold Building Department 54375 Route 25 P.Q. Box 1179 Southold,NY 11971 December 9,2011 Re: Property at 320 Love Lane Mattitue NY 11952 To the best of our knowledge following a review of the afore mentioned, we understand the fire rating meets or exceeds that of NY State buildng code; Section 503; Table 503; Type V-A. Iri addition we propose the existing egress stair should be considered an acceptable means of egress, as we are not increasing the level of hazard for the building from its existing occupancy of"Mercantile", and will comply with the one hour fire resistance rating for all new construction as previously stated. (Please see code research as previously submitted by NSA on November 7, 2011). Regards, Raymond W.Nemschick,RA 613 AAG� l� U W. DEC -8 2011 MA .� BLDG. DEPT. y� NO.029086 �Q� TOWN OF SOUTHOLD N try 430 Green Way Cutchogue, New York 11935 • 631.734.7007 tel •631,734.7347 fax www.ns-arch.com Jan-05-2012 11:29am From-NEMSCHICK SILVERMAN ARCHITECTS 6315632139 T-136 P.001/002 F-535 Nemschick Silverman Architects P.c. the business of ARCHITECTURE." FACSE: To: Mike Verity Company: Town of Southold'Building Department Facsimile Number: (631)765-9502 Date: January 5,2012 from: Thais Catron Regarding: Orlowski Hardware NS Project#: 11-1681 #of pages(including cover page): 2 pin. �d`M�AS��.X•�A�9.;•„b„ ;,/•Y. ..y. J' Mike, Attached please find a sketch regarding the proposed alteration to the egress stair(addition of landing)for the Orlowski I4ardware project. Please contact our office with any questions. Thank you. Sincerely, Thais Catron Project Manager D ECEfl JAN _ 5 2012 BLDG.DEPT. TOWN OF SOMOLD 164 MAIN STREET S10i , NEW t gw RKwwa� sl ..5 3.2139 facsrni e 3-arch .a0m ' 631 .563.2130 telephone • SO�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y1DUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD September 13, 2012 Kerri Butler PO Box 876 Mattituck, NY 11952 RE: 510 Pike Street,Mattituck NOTE: Before the Certificate of Occupancy can be issued your architect must submit an original copy of amended plan per Gary Fish. We only have a faxed copy. TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00 Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 37030-Z alteration forfitness studio SOUTHOLD TOWN FIRE INSPECTOR NOTES JOB: ©[ L D LQSkA �UU ae DATE: N -- 3 D — 1 I LOCATION: 3.2 ) Love LA- 5i 0 Pt y-e s-r. S/B/L: ��o -- 3 —3 2 75" '7 A?A i.,e- iV 0W /S 1) . l t-hz - ©IL � U�t NotesPaper Page May-14-2012 08:28am From-NEMSCHICK SILVERMAN ARCHITECTS 6316632139 T-171 P.002/002 F-050 Got 102 STAIRS clo ELEGTRIO& W ' 101 12 5F C 51-10" 11 4-4112 GOI 602 103 104 T �.. 5 GOI Gp 601 1I 7Lffi 7L 3" ® -0 I IB a ADA coy AGGE55113LE coy UNISEX BA�r OOM #2 49 5F c06 c06 ADA A60551 C UNISEX BATHROOM #I 515F 2 PROFOSED 2ND FLOOR CONSTRUCTION PLAN- EC E � Nemschick Silverman Archit 'Mar w" 1 .....�... 1 UHL' M AY 14 2012 PeU=L-fPWAi1Gfn,v 11-1661 Tr, 520 LOB`L LAAr py�yrp 430 Groan Way.Owwro e,Now York 11436 MA7nTucK.,W 11932 hone;031.734.7007 FAx;fS31-734.7347 ale eme r'i7tp_JJMrvww.nls-ar�F►.aom BLDG.DEPT. .aon�rrd .�.e.ti+.e 5/11/12 A�/IOT�A Tiulliv ISM 03 0 I G02 102 STAIRS GIO ELECTRICAL OL05ET 12 5F a- 2 5'-loa 4-4112" GOI G02 I A 103 104 5 GOI 04 GO GOI IB � y, 0 ® IB J �® �T ADA GOI ACCESSIBLE G03 UN15EX A I BATHROOM #2 �G�STER AFp P �MON- '9 Gob Gob • m n ADA ACCESSIBLE l a 0 UNISEX BATHROOM #1 s '� 5/ 5F PROPOSED 2ND FLOOR CONSTRUCTION PLAN � 9G11d�V4'•I'-0' Nemschick Silverman Architects E C E � V E PRO=ME o�wHW '...Me bualnoss of ARCHR u c PROW PEWO/1AL TPA/9/iGiTUDI 11-1681CII TG 320 LOW LA/t gAyM Na 430 Green Way,Cutchogue,New York 11935 MAT nTUCK,AY 11952 Phone:631-734-7007 Fax:631-734-7347 SEP 18 2012 DAM A YK-I http://www.n s-arch.com .m�mrt mr a ,moaora 5/11/12 tA/'/IO-TD BLDG. DEPT. TOWN OF SOUTHOLD C®Mcheck Software Version 3.9.0 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title : Orlowski Hardware-Personal Training Studio Construction Site: Owner/Agent: Designer/Contractor: 320 Love Lane Nemschick Silverman Architects Mattituck,NY 11952 160 Main Street Suite 200 Sayville,NY 11782 (631)563-2130 Section 2: General Information Building Location(for weather data): Suffolk,New York Climate Zone: 4a Building Type for Envelope Requirements: Non-Residential Vertical Glazing/Wall Area Pct.: 26% Activity Type(s) Floor Area Exercise Center 2546 Section 3: Requirements Checklist code,Envelope PASSES:Design 3%better than Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factorial Perimeter West Exterior Wall:Concrete Block:8",Solid Grouted,Normal 520 13.0 0.0 0.075 0.104 Density,Furring:Wood Window 1:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 --- --- 0.500 0.550 Window 2:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 - --- 0.500 0.550 Window 3:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 --- - 0.500 0.550 Window 4:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 --- --- 0.500 0.550 South Exterior Wall:Concrete Block:8",Solid Grouted,Normal 540 13.0 0.0 0.075 0.104 Density,Furring:Wood Window 5:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 --- --- 0.500 0.550 Window 6:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 --- --- 0.500 0.550 Window 7:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 --- --- 0.500 0.550 East Exterior Wall:Concrete Block:8",Solid Grouted,Normal 520 13.0 0.0 0.075 0.104 Density,Furring:Wood North Exterior Wall:Concrete Block:8",Solid Grouted,Normal 580 13.0 0.0 0.075 0.104 Density,Furring:Wood Window 8:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 --- --- 0.500 0.550 Window 9:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 -- --- 0.500 0.550 Window 10:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 --- --- 0.500 0.550 Window 11:Metal Frame:Double Pane,Tinted,SHGC 0.50 52 --- 0.500 0.550 (a)Budget U-factors are used for software baseline_calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: Project Title: Orlowski Hardware-Personal Training Studio Report date: 02/27/12 Data filename:P:\2011\11-1681 Orlowski Hardware\30-Construction Documents\10-Current\022712.cck Page 1 of r ' 1. All joints and penetrations are caulked,gasketed or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 2. Windows,doors,and skylights certified as meeting leakage requirements. Ll 3. Component R-values&U-factors labeled as certified. 4. No roof insulation is installed on a suspended ceiling with removable ceiling panels. Cj 5. 'Other'components have supporting documentation for proposed U-Factors. 6. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 7. Stair,elevator shaft vents,and other outdoor air intake and exhaust openings in the building envelope are equipped with motorized dampers. 8. Cargo doors and loading dock doors are weather sealed. 9. Recessed lighting fixtures installed in the building envelope are Type IC rated as meeting ASTM E283,are sealed with gasket or caulk. 10.Building entrance doors have a vestibule equipped with self-closing devices. Exceptions: Building entrances with revolving doors. Doors not intended to be used as a building entrance. Doors that open directly from a space less than 3000 sq.ft.in area. Doors used primarily to facilitate vehicular movement or materials handling and adjacent personnel doors. Doors opening directly from a sleeping/dwelling unit. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.9.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed thi/age,they are attesting thatto the best of his/her knowledge,belief,and rofession I judgment,such plans or specifications are in complianci Code. 17 INam Title i nature Date Project Title:Orlowski Hardware-Personal Training Studio Report date:02/27/12 Data filename:P:\2011\11-1681 Orlowski Hardware\30-Construction Documents\10-Current\022712.cck Page 2 of COMcheck Software Version 3.9.0 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section-1: Project Information Project Type:New Construction Project Title:Orlowski Hardware-Personal Training Studio Construction Site: Owner/Agent: Designer/Contractor: 320 Love Lane Nemschick Silverman Architects Mattituck,NY 11952 160 Main Street Suite 200 Sayville,NY 11782 (631)563-2130 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Exercise Center 2546 1 2546 Total Allowed Watts= 2546 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Exercise Center(2546 sq.ft.) Compact Fluorescent 1:Twin Tube 13W/Electronic 1 42 13 546 Total Proposed Watts= 546 Section 4: Requirements Checklist Lighting Wattage: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 2546 546 YES Controls, Switching, and Wiring: 2. Daylight zones under skylights more than 15 feet from the perimeter have lighting controls separate from daylight zones adjacent to vertical fenestration. 3. Daylight zones have individual lighting controls independent from that of the general area lighting. Exceptions: Contiguous daylight zones spanning no more than.two orientations are allowed to be controlled by a single controlling device. Daylight spaces enclosed by walls or ceiling height partitions and containing two or fewer light fixtures are not required to have a separate switch for general area lighting. El 4. Independent controls for each space(switch/occupancy sensor). Exceptions: EJ Areas designated as security or emergency areas that must be continuously illuminated. Project Title:Orlowski Hardware-Personal Training Studio Report date:02/27/12 Data filename:P:\2011\11-1681 Orlowski Hardware\30-Construction Documents\10-Current\022712.cck Page 3 of � o Lighting in stairways or corridors that are elements of the means of egress. 5. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered. ❑ 7. Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. O 8. Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either controlling all luminaires,dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps,switching the middle lamp luminaires independently of other lamps,or switching each luminaire or each lamp. Exceptions: Only one luminaire in space. An occupant-sensing device controls the area. The area is a corridor,storeroom,restroom,public lobby or sleeping unit. Areas that use less than 0.6 Watts/sq.ft. 9. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Sleeping units,patient care areas;and spaces where automatic shutoff would endanger safety or security. 10.Photbcell/astronomical time switch on exterior lights. Exceptions: 0 Lighting intended for 24 hour use. o 11.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. code.Interior Lighting PASSES:Design 79%better than Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2010 New York Energy Co ervation Construction Code requirements in COMcheck Versio 3.9.0 and to comply with the mandatory requirements in the Requiremen(s Checklist. Nam -Title atu a Date Project Title:Orlowski Hardware-Personal Training Studio Report date: 02/27/12 Data filename:P:\2011\11-1681 Orlowski Hardware\30-Construction Documents\10-Current\022712.cck Page 4 of It `. f I a s I 9 d t r I tF 'c t (I' f I i I l S i 1 �I i i _ 1.� i I t I:�i I i I i i I Ir I° ff t. is E i I I !I fl t I I r I I t t� I I I i I'i r ! j I I i i P,: E i; I i !! I i I I ! I t 9 i•I s i i r C t° I I. I i I i I `f R I' I f I i.i I P I A` I f i i 2i t i I t t l et t I A 1 i' d 0 I l i I ;P t f I h I I F i I p t• �' rV'� 1i.' ..I'i' 4 Ell '4 of} r d t q I' t .I k ''I ;t E�• I f ,I I � !:i I` ;� ff f�� I :;� Inn, t I ik I r i I ! i i { 1%E ! 1 Ir i E t r i i y i i• t 'i 1 I 'a I I I' P I lq� E � I I i. II t i 4 t a tl ! E t f f i, Fr I I rk A' (t `( E E 1 1 � 1 I i I P I I i t I i p ti E f it I'R}t I{{ I 1 f 1 I I E i i 1 I { i i I i I a• s I 1 i � �►� i f f 1 i I i i i I 16 'I I F .I I^I APPROVED AS NIOTED ELECTRICAL 2/1p rLOOR RE/10VAT10/1DATE D3 0 6.P.# 3 INSPECTION REQUIRED FEEE�'��..= BY - FEE BUILDING DEPARTL3ENT AT 765-1802 8 AM TO 4 PM FOR THE X� FOLLOWING INSPECTIONS: f1L CONSTRUCTION SHALL 1. FOUNDATION-TWO REQUIRED I.",'ET THE REQUIREMENTS OF THE FOR POFRAMING,RED CONCRETE CQQ�$01'NEW YORK STATE. 2. \ PLUMBING, HAMWK STRAPPING,ELECTRICAL&CAULKING CREEK 3. INSULATION CREEK � ,;' •� ,� \ 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. � ,.,.. �,�, ,,.. .,, „� PLUMBING ALL CONSTRUCTION SHALL MEET THE E v '�• �� r ��. ALL PLUMBING WASTE �9 ; �� ;" \` i - REQUIREMENTS OF THE CODES OF NEW T °= - '"'""� &V.ATER LINES N"�ED YORK STATE. NOT RESPONSIBLE FOR U. *_!Ap r TESTING E'_FORE COVERT IG' / PROPERTY DESIGN OR CONSTRUCTION ERR a� �� '_'31 ORS. 4)M4 1.a,aVt 25 MU_ lkw tr-. / ice ;w_ yVR,), flg6r AL . AjJ p l 4 41 hl b l NEW 51FFOLK AYE_ �� W„V/ *,6 A POW 520 LOVL LA/AL MATTITUCK, /lr.W fA PROJECT #: I 1 -1 b8l � PLUP fl.3`R CERTIFICATION ON LEAD CONTENT BEFORE /10VEMbER 21 .9 2011 CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. .5 7 E W=ORMA 770N / 51-L76. 17,EF7'. NO7E.S ZNAAING /Nt7,6X NY5 GONE GOMFL/ANC5 7`A.5ULA 77I01VS 5 B,ECT PROPERTI:• DWG. NO. DRAINING TITLE INITIAL 155LJANCE LATE5T 155UANCE 320 LOVE LANE REV15ION NO. $ DATE MATrIWK,NY11,152 ARCHITECTURAL DRAWINGS ��i�U�� lr✓Y o� SECTION: l40 USE i U'1!LA��TUL BLOCK:3 T-01 TITLE 5HEET 11126111 REV15ION l-1/27172 05E e 066UPAN6 Y 6LA55IFIGA TION: BUI5I1VE53 � LOT 3.4 � V b.'1 !i it T CERTCF� *eri 1 E ZONE.-HB A-0I 6ENERAL NOTE5,ABBREVIATIONS 4 5YMBOL5 11126111 REVISION l-l/27/l2 prI`i�iC PLANS ARE APPROVED ONLY FOR IHORK INDICATED ON THESE URAWlNGS AND SPEGIFIGATlONS AND APPLIGATIONWORK SHEET. ALL OTHER A-02 PROPOSED SCHEDULES,LEGENDS t WALLTYPES 11/28/ll REVISION l-l/27A 6RO55 FLOOR AREA: 2546 5F OF Occu1 Er 9 ►�`ir 1 MATTERS ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED A5 EITHER BEING APPROVED OR IN ACGOROANCEWITII APPLICABLE GODE5. AR-1 ACCE551BILITYDETAX5 11128/ll REV15ION l-I/27/12 GON5TRZTION l5 NOT TO COMMENCE PRIOR TO OBTAIN/,'46 ALL PERMIT APPROVALS A5 REHIRED. AR-2 AG6E55/BILITY DETAIL5 11126171 RE05ION l-1/27/12 AREA OF 6ON5 TRUG TION: 360 5F N TE: AR-3 AG6E55/BILI7YDETAIL5 /1/28171 REV15ION l-1/27/12 I CON57RZTION OPERA T1016{HILL NOT BLOCK HALL.N/A 715 OR MEANS OF E6RE55 FOR THE OCCUPANTS OF THE BUILD/N6. REVISION I-//27/l2 2 WN57RZTION OPERATIONS THAT INVOLVE THE INTERRUPTION OF HEATING,{HATER AND ELECTR16AL 5ERVICE TO THE BUILDING A-IA NONBEARIN6 MALL RATING //27/12 1A REV15iON 1-1127112 066UFAN6 Y LOAD: MAX. 25 066UPANT5 M65T BE COORDINATED{MITH LANDLORD PRIOR TO GOMMENGEMENT. �5 3. PROV15/ON5 FOR CONTROL OF DV5T,D15P05AL OF GON5TRU:T10N DEBRl5,MAINTENANCE OF 5ANITARY FAGILIT1E5 AND EXI T5 REGj UI RED; MONITORING OF N015E TO ACCEPTABLE LEVEL5 5HALL BE INCLUDED IN BASE B1.9 I 4. NO HORK SHALL BE DONE HHERE THERE MIGHT BE ANY DANGER TO OCCUPANTS. i SEAL: - REVISIONS/SUBMISSIONS: DRAWING TITLE: pkeD Aq DATE: DESCRIPTION: 11/28/11 UNEP FOR PERMIT TITLE/I��ET v27i12 Rev✓ion i yT No.029096 A CAD FILE NAME: F OF NEB 11-1b81 iV e m s c h i c k Silverman Architects P.C. PROJECT TITLE: DATE: NSA PROJECT #: R, O/IAL TRAI/iING the business of ARCHITECTURE." PE /' /'TUPIO 11/21/11 /`{,fA - 520 - ------------ — -- - - SCALE: DRAWING NO MA-MTUCK, NY 11952 430 Green Way, Cutchogue, New Yorr X__ f/I OTEP Phone : 631-734-7007 Fax : 6311-734-7347 1 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: h ttp://vvvvw- n s-a rct-n -co m COPYRIGHT 2009 NEMSCMCK SILVERMAN ARCHITECTS PC. 1000 140 35.4 TC 01 - _--- 6,61VERAL C ON-5 TRUCI TION NO T,6-5 AV 5Z5 TI TUTION-5iNi N® i � M ® � � _ 1. INFORMATION SHOWN ON THE5E,9RMV1N&5 15 FOR PE516N INTENT ONLY. VERIFY EX15 TIN57 CONDITIONS AND DIMEN51ON5 REOVE5T5 FOR 6HAN5E5 IN THE PRODUCTS,MATERIALS,EQUIPMENT AND METH0,95OF CON5TRb6T10N REQUIRED B),' IN FIELD. COORDINATE015CREPAN61E5 WITH THE ARCIH17ECITANDIOR ENGINEER.90 NOT 56ALE PRAMINC75 TO THE C0NTRA6TD0CbMENT5 ARE 6ON51,9ERE9 R60UE5T5F0R '5655TITZITION5"'AND ARE 5UBJECT TO THE 1. PAINTING OR INTERIOR FINISHING SHALL NOT BE DONE UNDER CONDITION5 WHICH WILL JEOPARDIZE THE QUALITY OR SYMBOL 12E56RIFTION 5)"M301- DE5612IFTION DETERMINE DIMENSIONS. FOLLOWING ITE45-- APPEARANCE OF 5ZH WORK WORKMANSHIP,WHICH 15_VD&ED LE55 THAN FIR5T QUALITY BY THE ARCHITECT,WILL BE 2. E5TABL15H LINE5,GRADES AND BENr-HMARK5 NE6,E55AR1"FOR PROPER NORK. FURNISH 61VEN 5WVFY5AT4. A. REVISIONS TO THE CONTRACT DOCUMENTS,WHERE REOUE57ED BY THE OWNER,ARCHITECT OR ENGINEER,ARE REJECTED._ 3 BE RE5FON51BLE FOR OUANTITIE5 OF WORK. FURNISH LABOR, MA TERIAL5 AND EQUIPMENT REQUIRED TO COMPLETE CONSIDERED A5 "CHANGES",NOT 56,55TITUTION5. 2 5IBMITCOLOR5 TO THE ARCHITECT FOR APPROVAL. WORK. B 5PE61FIE9 CONTRACTOR OPTIONS ON PRODUCTS AND CONSTRUCTION METH0,95 INCLUDED IN THE CONTRACT R 3. PREPARE 5URFACE5 TO RECEIVE THE 5PE61FIE9 FIN15H TAPE AND 5AND SMOOTH 6YP5UM BOARD TO RECEIVE THE SECTION TAG - SEE ELEVATION TA 6 - SEE DOCUMENT5 ARE 6HOICE5 AVAILABLE TO THE CONTRACTOR AND ARE NOT 55BJE6TO THE REQUIREMENT5 FOR T X 4. PROVIDE PROOF OFfiYORKMAN5 CCIMPEN5ATION INSURANCE DISABILITY INSURANCE COVERAGE REQUIRED BY 5PE61FIED FIN15H PAINT GRADE WOODWORK SHALL BE HAND SANDED BETWEEN COA T5 AND Du5iEb CLEAN ALL R46. A5 NOTED GOVERNING 5 TA TE L AN PRIOR TO 5 7rA R T OF WORK. 5U95TITUTION5. HOLES,PITCH P06KET5 OR SAPPY PORTIONS 5HALL BE 56RAPEP AND 5HELLA6KED, ONC7. A5 NOTED 5. COORDINATE DRYWALL WORK WITH THAT OF THE OTHER TRADES IF DRYWALL 15 IN CONFLICT WITH DUCTWORK, 2. GONTRAGTOR5 DETERMINATION OF AND COMPLIANCE WITH GOVERNING REGULATlON5 AND ORDERS,A515-51EDBY PLUMBING LINE5,ETC. GOVERNING AUTHORITIES,90 NOT CONSTITUTE 5655TITUTION5'AND PO NOT 6ON5TITZITE A BA515 FOR CHANGE 4. FILL CRA6K5,hOLE5, IMPERFECTIONS IN EX15TINO AALL5, PARTITION5, OR GYPSUM BOARD WITH PATCHING PLASTER 6. PROVIDE NECE55ARYBRIVOINO AN,9>BRACING REQUIRED TO 5E61)RE,9RrAALL AND MAINTAIN FIRE OR 50bN9 RATING OROER5,EXCEPT A5 OTHERWISE PROVIDED IN THE CONTRA6TDOCUMENT5 AND SMOOTH OFF TO MATCH ADJOINING 5URFA6E5 OR LAMINATE WITH I LAYER OF 112"GYPSUM BOARD TO ACHIEVE WHERE INDICATED ON THE PRANIN65? 3. TO THE FULLE5 T EXTENT P0551BLE, FURN15H AND IN5 TALL FROP&C T5 OF THE 5AME&ENER16 KIND,FROM A 51N57LE REQUIRED 5MOOTHNE55,A5 PER AR6,H/755T5 lt,15PECMON. 7 PROVIDE METAL CORNER BEADS AT VERTICAL AND HORIZONTAL OUTSIDE CORNERS AND METAL "J"MOL95 AT 5OUR6E, FOR EACH UNIT OF WORK. FROD&CT5 REQUIRED FOR THE WORK SHALL BE PROVIDED FROM RELIABLE 5 HIRE NEW&rP5UM BOARD WRFA 6E5 WITH A DAMP CLOTH J,15 T PRIOR TO APPLICATION OF THE PRIMER, IN ORDER TO EXPOSED EDGE 60N91T1ON5,5FA6KL-ED AND FIN15H TO FORM 5TRA16HT AND 51100TH kVALL5 5OURrE5 CAPABLE OF PRODUCING AND DELIVERING UNIFORMLY ACCEPTABLE FRC9bCT5, IN ACCORDANCE WITH LA)"FLAT ANY NAP hH16H MAY HAVE FORMED IN 5ANVINO PR06E55. aEVA TION 6. PROVIDE WATER RESISTANT Orp5bM BOARD FOR PARTITIONS ADJACENT TO PLUMBING LINE5 OR FIXTURE5. CONTRACT TIME REQUIREMENT5.WHEN IT 15,915COVERED THAT 51`55,IFIED PRO0bCT5 ARE AVAILABLE ONLY FROM 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED, OR SPLATTERED BENCHMARK AREV15ION TAG 5OURrE5 THAT DO NOT OR CANNOT PRODUCE AN ADEQUATE OUANT17Y TO 60MPLE7Er-R0JE6TRE0U1RE1-fFNT5 IN q. BUILT-IN CABINET WORK 5HALL BE E%A5EP IN LAMINA TECLA55 'B'FIN15H C0MFLE7FL)1,ANY EXPOSED FACE TIMELY MANNER,CONSUL T WITH THE ARCHI TE6 T FOR A DETERMINATION OF WHAT PRODUCT QUALITIES ARE M05 T ON EXPOSED ADJACENT WRFACE5. CABINET5 5HALL UTILIZE FIRE RETARDANT HOOD MATERIAL.HOOD BLOCKING 5HALL BE PRE55ORE TREATED WITH A IMPORTANT BEFORE PROCEEDING. I EXAMINE F1N15H5URFA6E5 AFTER COMPLETION OrWORK INCLUDING MILLWORK INSTALLATION AND PROCEED WITH FIRE RETARDATION. PROPERLY 5EAL,, 5AND AND PRIME NEW HOOD 5URFArE5 TO RECEIVE FIN15H GOAT. 4. COMPA TIBILITY'OF PRODUCTS 15 A BA51C REQUIREMENT OF PRODUCT SECTION.WHEN THE CONTRAC,TOR15 GIVEN THE "TOUCHUP"AS REWIRED. SET CEILING HEIGHTS A5 INPICA TEO ON THE DRAWINGS MEASURED,FROM FINISHED FLOOR UNLE55 NOTED OTHERN15E OPTION OF 5EL55TIN&BETWEEN TWO OR MORE FRODU5,T5 FOR USE ON THE PROJECT, THE PRODUCT 5ELE67EO 5HALL 5EE FINISH 5CHELME. BE COMPLETELY 6OMPA TIBLE MTH OTHER PRODUCTS PREVIOUSLY SELECTED,EVEN IF THE PRODUCTS PREVIOUSLY PROVIDE AR65HITE5 T WITH A MINIMUM OF(3)e"X/0"BRUSH-OUTS OF EACH COLOR AND FINISH FOR ARCHITECTS DOOR TAG - REFER BATHROOM A 66E55OR)" /L NOTIFY THEAR6,H1755T IMMEDIATELY'AND PRIOR To PROGRESS OFPVORK IF UNUSUAL FIELD CONDITIONS AR15EHH16H 5ELECTED WERE,AL56�COMPACTORS OPTIONS.WHEREVER IN THECONTRA6TDOCUMENT5 A PARTICULAR BRAND OR APPROVAL,ATLE,45T2 WEEKS PRIOR TO SITE APPLICATION. ON-SITE APPLICATIONS SHALL BE REQUIRED ONE WEEK OTAG - REFER TO MOULD PREVENT THE CEILING ANVIOR LIGHT FIXTURES FROM BEING INSTALLED AT THE INDICATED HEIGHT MAKE OF MATERIAL OR EQUIPMENT 15 SHOWN OR 5PECIFIED,(AND WHETHER OR NOT MTH THE MR95 OR APPROVED PRIOR TO FINAL APPROVAL. AR6HIT55TRE5ERVE5 THE R16HT TO ADJV5TANY COLOR IFIN15H ONCE THE WALL TE5T TO DOOR 56H9. BATHROOM A 66E550R),' 12 IN GENERAL,EXECUTE THE CEILING WORK TO PROVIDE A SMOOTH, CONTINUOUS,MATCHING, TIGHT AND ALIGNING CEILING. EQUAL"OR MOR.95 OF 51MILAR IMPACT),ANOTHER BRAND OR MAKE,WHICH IN THE 50LE OPINION OF THE ARCHIT55,T 15 HAS BEEN MADE. 136HP. THE FINAL CEILING INSTALLATION 5HALL BE FREE OF V15UAL DEFE675 REPLACE CEILING TILE5 DAMAGED BY OTHER EQUAL TO THAT SHOWN OR 5PE61FIEV,MAYBE SUBSTITUTED,BUT ONLY AFTER BEIN57 50MITTEP TO AND EXPRESSLY q FIN15HUNVER519E OF 5OFFIT5(WHERE THEYOOCVR) TO MATCH ADJACENT VERTICAL FIN15H,U.O.N. TRADES. APPROVED INARITIN6 BY THE ARCHITECT. NOTPV17715TANVIN57 SUCH APPROVAL,HOWEVER, THE CONTRACTOR A55UME5 13 THE CEILING GRID W-IWEN51ON 5),5TEF11f 5HALL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH THE THE R15K THAT 5ZH BRAND OR MAKE 15 NOT EQUAL TO THAT 5HQhN OR 5F551FIED AND IF AT ANY TIME THE /0. INSTALL ELECTRICAL 5PVI TCH AND OUTLET COVER PLA TE5, 5iRFA6E HARDWARE,ETC.,AFTER PAINTING AND/OR MANUFA6 TURER5 STANDARD 5PECIF116A TION5 AND METHOD5 OF IN5 TALLA TION. THE 5U5PENDED CEILING BLACK IRON 5655 T/TUTE APPEARS NOT TO BE 50 EQUAL, THE CONTRACTOR 5HALL REPLACE THE SUBSTITUTE AT THE APPL ICA TION OF WALL COVERINGS AND CARPET. PROP05ED DOOR REFER PROPOSED NALL5 CARRY/NC,CHANNELS 5HALL BE 5EaVREL)"SUPPORTED BY HAN57ER5 FA57ENED TO 5TRbCTbRAL 5UPPORT5 AND CON 7R,4C TOR 5 50LE EXPENSE. MODIFYEX15TIN57 FLOOR 5YRFA6E5, TO RECEIVE NEW FLOORING MATERIAL5 TO PREVENT NOT16EABLE LUMP5 AND TO FLOOR PLANS AND REFER TO FLOOR PROPERLY 5PA CEO TO 5UPPOR T L IC#H TIN57 FIXTURE5 AND A6al5T/6 CEILING A55EMBL)"IN ACCORDANCE WITH N.Y 5. CONSTRUCTION CALLED FOR BY THE 6CN7RAC T DRAWINGS MAYBE ADAPTED FOR A PARTICULAR BRAND OR MAKE DEPRESSIONS. 5CHED FOR 51ZE PLANS FOR 51ZE STATE CODE NEW CEILING DIFFL15ER5 AND AIR RETURN 6RILLE5, 5HALL BE NATURED,ANODIZED, OR EXTRUDED OF MATERIAL OR EQUIPMENT THEREFORE, IF ANY 6ON5TRUCTION NOT REQUIRED BY THE CCN7RA6TDRAPV1N575 IN THEIR 12. PARTITIONS AND MILLWORK TO RECEIVE 5TRA16HT RESILIENT BA5E OR CARPET,COVE RE51LIENT BASE AT RE51LIENT ALUMINUM AND RECEIVE A BAKED ENAMEL WHITE FIN15H,LIGHTING FIXTURES 5HALL BE FA57ENED TO THE STRUCTURE PRESENT FORM 15 NECESSARY BECAUSE OF THE 05E OF ANOTHER BRAND OR MAKE OF MATERIAL OR EQUIPMENT, FLOORING. U.O.N.ABOVE WITH SAFETY 6HAIN5 INDEPENDENTL)"OF THE CEILING SYSTEM. 5(r-H CON5TRY6 TION 5HALL BE FURNISHED OR PERFORMED BY THE CONTRACTOR AT THE CONTRA6 TOR5 EXPENSE 1.4. DO THE N56E55ARY GUTTING FOR AND/OR BRIDGING REQUIRED FOR LIGHT FIXTURES,AIR DIFFUSERS,ETC. AND SUBJECT TO THE APPROVAL OF THE ARCHITECT. IN CA5E OF 015CREPAN51K BETWEEN A DE56RIPTION OR 13. STAINED AND PAINTED SURFACES 5HALL BE FIN15HED SIGH 7HATJOINT5 ARE NOT V151BLE WHEN VIEWED FROM ANY REQUIREMENT IN THE CONTRACT DRANIN57 FOR ANY MATERIAL OR EQUIPMENT AND A CATALOG NUMBER,OR OTHER REA50NABLE ANGLE. PLUMBING FIXTURE TAG - HALL TYPE TAG - REFER 15. INSTALL RE51LIENT BA5E5 5TRAIOHT.AND TRUE, TERMINATING THEM A&AIN5T 0117ER EPOE5 OF DOOR FP,4ME5. FURN15H DESIGNATION FOR THE SAME MATERIAL OR EQUIPMENT,(EVEN THOUGH STATED TO BE A66EPTABLE� THE DE5CRIPTION 14 HALL COVERING 5EAM5 5HALL NOT TO OCCUR WITHIN P-C"OF CORNERS. APPLY FABRIC 50 WALL 15 DIVIDED H17H REFER TO PLUMBING TO WALL TYPE DWG. AND IN57ALL RESILIENT BA5E CORNER 5ECTI0N5 5HALL BE PROVIDED IN LENOTH5 NOT LE55 THAN P-O'MEAWREQ OR REQUIREMENTS 5HALL CONTROL. A MINIMUM NUMBER OF 5EAM5,AND WITH EQUAL MOTH PANELS,U.O.N. (D <3> . FROM THE CORNER. FIXTURE 56HP 6. UNLE55 5PE61F/6 REQUIREMENT 15.0EFINE9 FOR A 5PE61F16 MANUFACTURER, IN THE INTEREST OF COMPETITION, THE 15. LOCATE INTERSECTIONS OF DIFFERENT FLOOR FIN15H MATERIAL5 DIRECTLY UNDER CENTER OF DOORS,U.O.N.COMPLETEL), 5EAL ABOVE CEILING PENETRATION CORE5 THROUGH FLOOR AND ROOF 555K5 TO MAINTAIN EX15TIN5 DRAWINGS d 5PECIFICA TION5 ALLOW 5ELE5TION FROM A VARIETY OF L157ED PRODUCT MANUFA67LRE5 THE FIRE RATINGS 7YP16AL . UTILIZE '5M"FIRE-STOPPING PRODUCTS $ A55EMBL IE5 505TIR)TION5 WILL BE WN510ERED A5 FOLLON5: 16. SUBMIT CARPET 5EAMINO PLAN(FOR BROADLOOM) TO ARCHITECT PRIOR TO ORDERING AND AT LEA5T(4)kEEK5 tff) /7. WHERE PU5 T5 OR PART OF PUC T5 AIRE RUNNING PARALLEL OVER FIRE RATED PARTITION5,EXTEND PARTITIONS A.THE BIDDER 5661-17M THE PROPOSED 9JB5T7TVT10N5 TO THE ARCHITECT FOR REVIEW DURING THE B1,001NO PERIOD PRIOR TO INSTALLATION FOR ARCHITE6 T5 REVIEW AND APPROVAL. AROUND 5Z T5 TO EFFECT COMPLETE FIRE RATED ASSEMBLES. AND AR6HITE5 T INVICA TE5 ACCEPTABILITY IN AN ADDENDUM. METAL DOORS, CONVECTOR GONERS,FRAMES AND WALLS A5 51`551FIED, TO RECEIVE A PAINT FINISH 5HALL BE /5. WHERE DI)C T5 PENETRATE A FIRE"7ED PARTITION AT AN ANGLE,50 THAT A FIRE DAMPER CANNOT BE INSTALLED B. THE PROP05ED AL TERNA TE MANUFACTURER 15 L 15 TED IN THE BID DOCUMENT5 BY THE BIDDER A5 A 'VOLUNTARY PAINTED A5 FOLLOWS: AT CENTERLINE OF RATED PARTITION EXTEND A HQU51NO FROM THE RATED PARTITION TO THE FIRE DAMPER. AL TERNA TE'HH16H 5HALL BE SUBJECT TO THE ARCHITECT REVIEW DURING THE BID ANALr515 PERIOD. THE ARCHITECT C7 r F5 UM.• A. AREA MECH. MECHANICAL GAL. GALLON COMPLETELY EN5L05E THE D06T5 MITH MATERIAL EQUAL TO THAT OF THE PARTITION FIRE RATING. COMPLETE 5HALL BE ADV15ED IN WRITING OF TH15 PROPOSED 56B5TITUTI0N PARTITION FIRE RATING 5HALL BE MMINTAINE9. FIR5 T 60A T. L A TEX PRIMER A.B. ANCHOR BOLT MFG. MANUFACTURER 6AL V GALVANIZED A.G.I. ACOMEN6RRICEATNE MIN-15. MI(N-136IMEULML O.C. GENERAL 1q. WHERE FIFE5, CONDUITS OR LOW TE510NhIRIN5 PENETRATE FIRE RATED OR SOUND RATED EN5L05URE5 5b6H A5 C. THE CONTRACTOR HA5 EXPERIENCE WITH THE 5135TITUTED PRODUCT A5 AN 'EQUIVALENT"AND CAN DEMONSTRATE TO SECOND COAT. LATEX E665HELL MI MANEOU5 CONTRACTOR WALL OR SLAB, THE 5PA6E5 AROUW l 5bCH PENETRATIONS 5HALL NOT EXCEED 112' PACK SPACES 50L/P WITH THE 5AT15FACTION OF THE ARCHITECT THAT IT 15 IN FACT EQUIVALENCE IN ALL KEY SPECIFICATION REQUIREMENTS. THIRD C,OAT.• LATEX E665HELL IN5 T/TUTE mm. MILLIMETER C719. GRADE MINERAL WOOL OR APPROVED EQUAL ON BOTH 51L)E5 OF THE RATED ENCLOSURE TO ENSURE FULL FIRE15OUND 7 THE BURDEN OF PROOF 5HALL BE ON THE BIDDER To DEMONSTRATE THE 'EQUIVALENCE"OF THE PROPOSED METAL DOORS FRAME5,- $ CONVECTORS: A.P.A. AMERICANS WITH M.R. M015 TURE 6L. C2LA55 RAT/NC, IN COMPLIANCE k1l TH THE L CtGAL BUILD/NC,CODE 5665TITZITION. FIR5 T 60A T. LATEX METAL PRIMER L215ABIL I TIE5 ACT RE515TANT GYP. 67T50-f • AL)H. ADHE51VE M7D. MOUNTED H.G. HANDICAP 20 FURNISH AND INSTALL 24 HOUR 7EMR?0RARY L16HTIN6 INCLUDING TEMPORARY LIGHTING FOR IN5TALLA TION OR SECOND C,OAT.• LATEX 5EMI OL 055 ENAMEL A.FF, ABOVE MTL. METAL A66E551BLE DEL/VERY OF 60OL25 OR MA TER/AL i ON kEEKEN05. THIRD 60A T. LATEX 5EMI 6L 055 ENAMEL FIN15HEO FLOOR N.1.6. NOT IN CONTRACT H.c,. HOLLOW CORE CUTTIN6 AV PA NOM. NOMINAL H.D. H167H PEN51T)" 21. PARTITION TH16KAE55 5HQPVN ON COAV57"RUCTION PLAN(5)OR ENLARGED PLANS ARE NOMINAL PIMEN51ON5. I --i TCr7IN6 16. PAINT 5HALL BE LATEX-INTERIOR FIN15HE5 TO COMPLY WITH LOCAL BUILDING CODE AND 5HALL BE INTERIOR FIN15H AL T. AL TERNA TE NO./NUM. NUMBER HOR, HEADER PARTITIONS ARE DIMEN51ONED FROW FIN15H FACE OF OYP50-f BOARD TO FIN15H FACE OF 6KP50M BOARL?UNLE55 CLA55 C FOR CORRIDORS AND ROOM5 AUAL11M. ALUMINUM N.5.F. NATIONAL HOW. HARDWARE OTHERN15E NOTED 5EE PARTITION DYPE DETAIL FOR ACTUAL DIMEN51ON5 ANOD ANODIZED 5ANI TA TION HL2HP. HARON009 GUTTING AND PATCHING REQUIRED 5HALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF NEW)IORK 5 TA TE 1q. INTERIOR FIN15HE5 5HALL BE CLA551FIED IN ACCORDANCE WITH SURFACE FLAME RATINGS. ALL FIN15HE5 IN THE A.N.5.1. AMERICAN FOUNDATION H.M. HOLLOW META L 22. ALIGN AND 5AND 51,10OTH(5)"P5UH BOARD.SURFACES. AND LOCAL COVE5 OF THE TOWN OF 5OUTHOLD. PROP05ED AREA TO BE INTERIOR FIN15H 6LA55 B FIR15HE5 MATERIAL 5HALL HAVE FLAME-5FREAD RATING OF 26 NA TIONAL N.T5. NOT TO 56ALE CONTRAC.TOR(5) 23. WORK 5HALL BE ERECTED AND 11,15TALLE9 PLUMB,LEVEL, SQUARE AND TRUE AND IN PROPER ALIONMENT. WHERE GUTTING AND PATCHING IWOLVE5 ADDITION OF REINFORCEMENT OF5TRI167URALaEMEN T5,SUBMIT DE TA/L 5 To 15 SMOKE DEVELOPED RATING oFaA55 B 5TAN9AR05 O.A. OVER ALL HT HEIGHT ANVENWEERIN57 CALCULATIONS TO 5H0k1 HOW REINFORCEMENT 15 INTEGRATED WITH ORIGINAL 5TRUCTURE IN5 T/TUTE O.G. ON CENTER H.VA.6. HEATING, 24. FULLY PACK AND 5EAL EXISTING AND NEW FLOOR PENETRATIONS FOR PIPING IN A6CORVAN6E WITH THE GOVERNING20 ATTACHMENT AND APHE51VE5 FOR INTERIOR L 06A TION5,WHICH WILL PRODUCE PRODUCTS MORE TOXIC, THAN TH05E APPROX. A PPROXIMA TE OFN5. OPENING VENTILATION, AIR BUILDING LAH5 DO NOT CUT AND PATCH 57RZ TURAL ELEMENTS IN A MANNER THAT WOULD REDUCE THEIR LOAD-CARRYING 61VEN OFF BY fiY00.9 OR PAPER WHEN DECOMPOSING OR BURNING WILL BE REJECTED. ARCH ARCHITE6TI OPT OPTIONAL CONDITIONING 25 FIELD CONPITI0N5 MAY REQUIRE M9101FICATI0N5 IN THEOETAIL5 OF THE DRAMIN575 AND OUANTITIE5 OF WORK CAPACITY OR LOAD-DEFLECTION RATIO. -UAL OPP. OPP0517E ISOLATED GROUND 21. 57EEL 5TU9 AND&),`P51bM AALLBOARO PARTITIONS A VO. AVERAGE PL. PLATE TE IN6HE5 INVOLVED. THE WORK 5HALL BE 6AKWIE9 OUT TO MEET 7HE5E FIELD CONOITION5 IN ACCORDANCE WITH THE OBTAIN APPROVAL FROM A L16EN5ED 5TRUCTURAL ENGINEER PRIOR TO THE GUTTING AND PA T6HINC7 OF THE A. STEEL STUDS 5HALL BE ROLL FORMED CHANNEL T�IFE SECTIONS FABRICA TEP OF GAL VANIZED SHEET STEEL,SIZE PER IN6L. IN6LU9EIED CONTRACT 906,11MENT5. FOLLOWING 5TRZ77)RAL ITE45: PLANS AND IN THE LONGEST LENOTH5 AVAILABLE 50 THAT THE 5TU95 EXTEND VERTICALLY, IN ONE PIECE,FROM B.C. BOTTOM OF PLMB PLUMBING INFO. INFORMATION 26. REMOVE M156ELLANEOU5 A)11FVRTEN1*NrE5,ETC, ON EXISTING XALL5 WHICH ARE NOT TO BE 05ED FOR NEW FLOOR TO CEILING AND/OR BEAM5 AND/OR DE6K5 ABOVE BD. BOARD PL rWv. PL)r1pV0019 IN5 TL. INSTALLATION/ AL TERA TION5,A5 DIREC TED B Y ONNIER 5 REFRE5EN TA TI VE. PATCH HAL L 5 THAT ARE INDICATED TO RECEIVE NEW A FaWA TION5 BLD& BUILDING PNL. PANEL INSTALLED FIN15HE5. B BEARING AALL5 B. CEILING AND FLOOR RUNNER5 5HALL BE ROLL FORMED CHANNEL TYPE 5E6TION5 FABRICATED OF U55 No 25 GAUGE, B.F.P. BACK FLOW PR. PAIR READ. REQUIRED C 57RZTURAL CONCRETE GALVANIZED 5HEET5TEa,RUNNER5 5HALL BE IN 10'-O-LENOTH5. FREVENTOR PREP. PREPARATION/ RM. ROOM 27. NEW AALL5 AND PARTITI0N5,WITHIN.AREA OF WORK 5HALL RECEIVE A PRIMER AND[21 FIN15H COA T5 OF AN D STRUCTURAL 57EEL BLK. BLACK PREPARED R.O. ROUGH OPENING E665HELL FIN15H PAINT INTERIOR TRIM(DOORS, FRAME5,ETC)5HALL RECEIVE A PRIMER AND[21 FIN15H COA T5 OF A E LINTELS C. 6rP5UM HALLBOAR0 5HALL BE&R,49E W"FIRE-RETARDANT WALLBOARD 46 INCRE5 WIDE AND OF TH16KAE55 BLK6. BLOCKING P5.F POUN95 PER R.TU. ROOF TOP UNIT 5EMI-6LO55 FIN15H PAINT COLORS`HILL BE 5ELE6TE9 BY THE ARCHITECT F 5TRU5,711RAL HOOD FRAMING INDICATED ON THE CONTRACT DRAWINGS AND 5HALL BE OF UNIFORM QUALITY CONFORMING TO FEDERAL BR67. BEARING SQUARE FOOT 5AN. SANITARY C7 M15CELLANE016 5TRU571RAL METAL5 5PE61F16A TION 55-L-30 AND TO A5 TM 656. B TM. BOTTOM P.5.1. POUNDS PER 5.6. 500.0 CORE 20. ELEVATION O'-O"15 A REFERENCE OIF THE EXISTING FINISHED FLOOR HEIGHT. NOTATION TO HEIONT5 WILL BE FROM TH15 H EQUIPMENT SUPPORTS BIN. BETWEEN SQUARE INCH -156HD. -156HEDULE ELEVATION,UNLE55 OTHERX15E NOTEiP -WRFA6E5 ABOVE RAISED FLOOR ARE TAKEN FROM FINISHED RAISED FLOOR WALLBOARD 5HALL BE FURN15HEV AND INSTALLED IN THE LON57E5T AVAILABLE LEN57TH5 50 THAT WALLBOARD CAB. CABINET PT PARTIFOINT 5E6 T 5E6 TION HEIGHT AND NOTED(A.R.F). DO NOT CUT AND PA T6H OPERA Tm7 ELEMENTS OR SAFETY RELATED COMPONENTS IN A MANNER THAT WOULD RESULT PANEL5 EXTEND VERTICALLY IN ONE PIECE FROM FLOOR TO CEILINO AND-OR 6LA55, BEAM5 OR DECK5 ABOVE. G.G.F. COMPACTED PVMT PAVEMENT 5.F SQUARE FEET IN REDUCING THEIR CAPACITY TO PERFORM A5 INTENDEP, OR RESULT IN INCREA5ED MAINTENANCE OR DE6REA5ED 5HT. SHEET 29 ROOM NUMBERS ARE FOR REFERENCE TO TH15 AL TERA TION DURING CON5 TRU5 TION,ONLY. OPERATIONAL LIFE OR SAFETY GRANULAR FILL 0T)". QUANTITY 5/M. 51MSAFETYDELIVER FIRE RATED 6)"P511MBOARD TO THE CON5TRZTION 51TEBEARINO WDERNRITER5 LABORATORY G.J. 6QNTROL JOINT RAO. RA9105 30 5EAL PENE7RATION5 THRa6HEX15TIIN51NEM FIRE-RATED hALL5, CEILIN575,ETC.MTHAR6HITECT-APPROVE9 ��M' USE MATERIALS THAT ARE IDENTICAL TO EXISTING MATERIAL. IF IDENTICAL MATERIALS ARE NOT AVAILABLE OR CER TIF16A TION. G.L. CENTER LINE R.D. ROOF DRAIN 5M 5MALL FIRE 5TOPPINC7 FRODUCT5 FIRE 5TOPPON5 PERIMETER OF PZTICONDUIT PENETRATIONS. REFER TO VETAIL5 FOR RE6PT RECEPTACLE CANNOT BE USED INHERE EXP95ED SURFACES ARE INVOL VED05E MATERIALS THAT MATCH ADJACENT SURFACES TO SOUND A T7ENIIA TION BLANKETS 5HALL BE COMPRESSIBLE MINERAL FIBER("THERMARBER"A5 MANUFACTURED BY U5 CIL C7. CEILING 5PE65 5PECIFICA TION5 ADDITIONAL INFORMATION 150. 50UARE THE FULLEST EXTENT P0551BLE WITH REGARD TO VISUAL EFFECT GYPSUM 60. OR APPROVED EQUAL). CLo5 CLOSET REIRF. REINFORCING 5a FT SQUARE FEET 31. 5605EQUENT TO FILING WITH THE DEPARTMENT OF BUILDING, THE ARCHITECT RE00RE5 NEW TR-15 FOR WITHDRAWAL USE MATERIALS WHOSE INSTALLED PERFORMANCE WILL EQUAL OR 55VRPA55 THAT OF EXISTING MA TERIAL5 CLR. CLEAR DR. DOWN 5.5., 515 STAINLESS STEEL OF APPLICANT 11,15FE6 TION5, TE5 T5/4 N9 OTHER DIRECTIVE 14 REQUIREMENT5 ARE THE RE5PON51DIL I TY OF THE E. JOINT TREATMENT PRODUCTS 5HALL CONFORM TO A 5 TM C-4 74 AND C-475. TAPING AND SPACKLING SHALL BE A COL. COLUMN DR. DOOR 57J. 5TANPARL? 6CN5TRX TION MANAGER AND/OR INDIVIDUAL TRADE BEFORE CUTTING EXISTING SURFACES,EXAMINE SURFACES TO BE GUT AND PATCHED AND CONDITIONS UNDER WHICH THREE(9)COAT 416.APPL ICA TION. GONG. CONCRETE 9 TL. DETAIL 5 TL. 5 TEEL 32 LARGE SCALE PRAPYINC75 TAKE PRECEDENT OVER 5MALL SCALE DRAWINGS.DETAIL DRAWINGS TAKE PRECEDENT GUTTING AND PA TCHIN57 15 TO BE PERFORMED. TAKE CORRECTIVE ACTION BEFORE PROCEEDING. IF UN5AFE OR , 5P55IF16ALLr COND. CONDUIT pno. DRAWING5 TRU6 T. 5 TRU6 TUREI-AL VN5A T15FAC TORYCON91TION5 ARE ENCOUNTERED,PROVIDE TEMPORARY SUPPORT OF WORK TO BE CUT F. 56REP6 FOR FASTENING WALLBOARD TO STUDS 5HALL BE BUGLE TrTEPHILIP5 HEAL?SCREWS CONN. CONNECTION OVER LARGE AND 5MALL SCALE DAZAH/N(55. PROTECT EX15TIN57 CONSTRUCTION DURING GUTTING AND PA T5HINO TO PREVENT DAMAGE PROVIDE PROTECTION MANUFACTURED FOR POWER TOOL IN57ALLATION 6ON5T CONSTRUCT/ON PHL5. DOPYEL5 5UPPL. 511PFL'K1-1E9 EA. EACH 5U5P. 5U5PENE)ED 53 IN THE EVENT OF A 9156REPAN6 Y BETI-EEN DRAWINGS AND 5RE61FICA TION5 OR BETWEEN DRAWINGS BRING THE C7. CORNER BEA05 5HALL BE BUR-A -BEAD U56 CORNER REINFORCEMENT,•OR APPROVED EQUAL. CIONT CONTINUOUS EI.F.5. EXTERIOR TI TOP OF FROM ADVER5E JAEA THER CONVITION5 FOR PORTION5 OF THE FRO-EC,T THAT MI&HT BE EXP05ED DURIN&CUTTIN& CONTR. CONTRACTOR D15CREFAN51'TO THE ARCH/755 T5 ATTENTION IWEPIA TEL Y, IN WRITING,FOR CLARIFICATION. THE GREATER AND PA TCHINO OPERATIONS. N. TRIM NEMBER5 5HALL BE FABRICATED OF 055 No 25 GAUGE GALVANIZED 57EEL AND 5HALL INCLUDE CORNER G.T. CERAMIC TILE INSULATION TB. THROUGH BOL T MONETARY VALUE 5HALL TAKE PRECEDENCE IN THE EVENT THE CONTRACTOR NEOLECT5 TO OBTAIN CLARIFICATION. REINFORCEMENT AND CASING TYPE EDGE TRIM. CORNER AND EDGE TRIM MEMBERS 5HALL BE IN 51NOLE LENO TH5. 6.5.1. 6ON5 TRUC,TION FINISH 575TEM T$B TOP $ BOTTOM CUTEX15TIN57 CONSTRUCTION TO PROVIDE FOR IN57ALLATION OF OTHER COMPONENTS OR PERFORMANCE OF OTHER 5R5606,4 TION ELE6.1 aE6 TRI61-AL Te C7 TONGUE $ GROOVE 34. THE CONTRA6 TOR 5HALL TAKE NO ADVANTAGE OF ANY APPARENT ERROR OR OM155ION IN THE CONTRACT CON57-RU5,TION ACMVITIE5,AND THE 5U95E011ENT FITTING AND PATCHINO REQUIRED TO RESTORE 5URFA6E5 TO THEIR IN5TITZITE ELECT. TEMP. TEMPERED DOCUMENTS. IN THE EVENT THE 6ONTjR,4CT0R D15COVER5 5566H AN ERROR,OR OM155ION IN THE CONTRACT ORIGINAL CONDITION. C'U. CIUB/Cl aEV,,EL. ELEVATION T'rF TYPICAL DOCUMENTS,HE 5HALL IMME91A TEL r NOTIFY THE AR6HITE5 T THE ARCHI TE6 T WILL THEN MAKE SUCH CORRECTIONS 22. THOROUGHLY PATCH, CLEAN,AND PREPARE EX15TIN57 PAINTED WALL SURFACES FOR APRL ICA TION OF NEW FINISH EN57. ENGINEEREDU.L. UNDERORITER5 AND INTERPRETATIONS A5 MAY BE L2EEMED NECE55ARr FOR FULFILLING THE INTENT OF THE 60NTRA6 T D06UMENT5. B71PA55 UTILITY5ERV16E5 5bCH A5 PIPE OR CONDUIT,BEFORE GUTTING,WHERE 5ERV16E5 ARE SHOWN OR REQUIRED PAINT(2 COA T5 MIN). SUBMIT 5AMPLE5 TO THE AR6,H1756 T FOR APPROVAL. DOL, DOUBLE LABORA TORIE5 TO BE REMOVED,RELOCATED,OR ABANDONED CUTOFF PIPE OR CONDUIT IN AALL5 OR PARTITIONS TO BE REMOVED 950. R557REE5 EQ. EQUAL W. UL TRA VIOL E T 35 VERIFY FIELD 60N,91TI0N5 AND NECESSARY DIMEN51ON5 PRIOR TO BEGINNING WORK AT TH15 517E AND REPORT CAP, VALVE OR FL16 AND 5EAL THE REMAINING PORTION OF PIPE ON CONDUIT TO PREVENT ENTRANCE OF M0157VRE 23 TAPE AND 5AND SMOOTH 6r-15UM BOARD 50 JOINTS ARE NOT V151BLE. PATCH AND REPAIR SURFACES TO MATCH 91A. DIAMETER EQUIP. EQUIPMENT V. VOL TIVOL TA&E D156REPAN51E5 TO THE ARCHI 765 T)`OR CLARIFICATION AND AMENDMENT. OR OTHER FOREIGN MATTER AFTER B),`PA 55IN6 AND CUTTING. ADJACENT OR ADJOINING 5URFACE5 WHERE DAMAGED OR,915TURBEP BY NEW WORK DIM DIMEN51ON ETC. ETCETERA V.B. VAPOR BARRIER 36. THE GENERAL CONTRACTOR 5HALL BIE RE5PON51BLE TO COORDINATE ALL TRADES bNLE55AC0N5TRb6T1ON PATCH WITH DURABLE 5EAM5 AND MAKE THEM A5 INVISIBLE A5 P0551BLE RESTORE EXPOSED FINISH OF PATCHED 24 PATCH EXISTING WALLS WITHIN WORK AREA WHICH ARE SCHEDULED TO BE PAINTED 50 A5 TO OBTAIN A SMOOTH IN%L. IN50LA TION EX15 T. EX15TINC7 INT. INTERIOR V.P. VENT PIPE MANAGER 15 PREVENT. AREA5 AND EXTEND FIN15H RE5TORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MA T7ER THAT WILL TRANSITION WITH ADJACENT 5URFA6E5 AND 50 A5 TO BE 50TABLE TO RECEIVE NEW PAINT FIN15HE5. J BOX JUNCTION BOX EXP. EXP05E,9 VER T.' VERTICAL ELIMINATE EVIDENCE OFRATCHINO ANPREFIN15HIN57 J5 T. J015T EXT EXTERIOR W-PV10 WITH/WITHOUT 37. THE GENERAL CONTRACTOR 5HALL CiOORPINA TE WITH THE MECHANICAL AND ELECTRICAL DRANINC75 FOR ALL EXTENDS FROM FINISHED AREA INTO ANOTHER, PA TCH AND REPAIR 25. NEW XALL5 AND PARTITION5 AND EX15TINO AALL5 AND PARTITIONS ADJACENT To NEW FLOORING 5HALL RECEIVE JT JOINT F9. FLOOR DRAIN �V. h009 5ELE6TIVE REMOVAL WORK AND R01r-7111FIN15H CARPENTRY REQUIRED FOR INSTALLATION OF THEIR WORK. WHERE REMOVAL OF WALLS OR PARTITION5 EXTENDS NEW 4"HIGH RUBBER BA5E(BOTH SIDES UNLE55 OTHERWISE NOTED). IN. SUPPLIER F9N. FOUNPA TION kvn. WINDOWINC,LIVE5,BUT 15 NO LIMITED TO: THE FRAMED OPENINC75 FOR DUCTWORK; TRANSFER GRILLES,•PIPINO;ACCE55 j9OOR5,- FLOOR AND WALL WRFACE5 IN THE NEW 5PACE TO PROVIDE AN EVEN SURFACE OF UNIFORM COLOR AND LAM. LAMINATE FIN. FINISH CHOPPING FOR DRAINS,.FIRE(SMOKE)DAMPERS,ETC. APPEARANCE REMOVE EX15TINO FLOOR AND WALL FIN15HE5 AND REPLACE WITH NEWMATERIAL5, IF NE6E55ARK, TO LAN. LAVATORY' FIXT. FIXTURE N.H. WATER HEATER ACHIEVE UNIFORM COLOR AND APPEARANCE. LB5. POUNDS FLR. FLOOR Hp. WATER PROOF WHERE PA T6HINC7 OCCUR5 IN A SMOOTH PAINTED SURFACE,EXTEND FINAL PAINT GOAT OVER ENTIRE UNBROKEN L.F. LINEAR FOOT FRZ. FREEZER NT. AE16HT �EL/\XER)O001' 0 TORA 65 AN HA M7,L A/6 CONTAINING 774E PATCH,AFTER THE PATCHED AREA HA5 RECEIVED PRIMER AND SURFACE FIN15H COA T5. PATCH, ENER6 Y 6 ONOR VA TION L.P. LOW POINT FT FEET/FOOT hh.F. WELDED WIRE REPAIR OR RE-HANG EXISTING 6EILIN575,A5 NECESSARY, TO PROVIDE AN EVEN PLANE SURFACE OF UNIFORM MA TL. MATERIAL FTC. FOOTING FABRIC APPEARANCE 7740ROt6ht)"CLEAN AREA5 AND 5PACE5 WHERE GUTTING AND PA T6HIN57 15 PERFORMED OR USED A5 I. ALL WORK ON TH15 PROJECT 5HALL CONFORM TO THE NEW )`ORK 5 TA TE ENERGY MAX. MAXIMUM &A. &A OE16UA OE DELIVER,STORE AND HANDLE FROar�7]5 1NA660R,9AN5,EPV1TH MANLFA6TURER5 RECOMMENDATIONS,V51NOMEAN5 ACCE55. REMOVE COMPLETELY;PAINT,NORTAR5,015, PUTTY,AND ITE45 OF 51MILAR NATURE. THOROUGHLY CLEAN CONSERVATION CON5TRI)CTIONCOL7E. (LATEST EDITION) AND METHODS THAT WILL PREVENT LPAM46E, DETERIORATION AND L055, INCLIVINC, THEFT PIPING,CONDUIT AND 51MILAR FEA TURE5 BEFORE PAINTING OR OTHER FINISHING 15 APPLIED 2. THIS PROJECT 15 DE516NED 4660RDIM57 TO PART- 5 OF THE N),5 ENERGY 2. CONTROL DELIVERY56HELVLE5 TO MINIMIZE LONG-TERM STORAGE AT THE 517E AND PREVENT OVERCROWDING OF CONSERVATION AND CONSTRUCTION CODE, 'BUILDING DE516N BY ENVELOPE CONSTRUCTION 5FA6E5 IN PARTICULAR,COORDINATE DELIVERY AND INSTALLATION TO E615WE MINIMUM HOLDING OF METHOD"(TABLE 5022), UNDER ZONE//3(5bFFOLK COUNT),) ED TO BE FLAMMABLE, HAZARDOUS EASILY DAMAGED, OR 5TORA&E TIME5 FOR ITEMS KNOWN OR RECOGNIZED NOTE 5. ALL EXPOSED HOT WATER PIPING AND/OR HEATING DUCTS TO BE IN5ULA TED A5 5EN51 TI VE TO DETERIORATION, THEFT AND THEIR 50URCE5 OF L 055. THE DUTIES OF THE ARCHITECT AND H15 EMPLOYEES OR AGENTS 5HALL PER 5E6. E503.3.3.I AND E504.5 OF THE N),5 ENERGY CODE. 3. DELIVER FRODUC.T5 TO THE 517F IN 7rHE MANUFA67URER5 5EALE9 CONTAINER OR OTHER PACKAC71NO 5),57EM, 7ERMINA TE NITH THE COMPLETION AND DELIVER)"OF WORKING DRAWINGS.COMPLETE HITH LABEL5 AND 1N5TRtt1',T1ON5 OR HANMIN5,5TORIN57, UNPACKINC7, PR07E6TIN&ANL?IN5TALLINC7. THE ARCHITECT 15 NOT RESPONSIBLE FOR SUPERVISION OF 60N57RUCT10N AFFIDAVIT OF ENER&'r 60L�5 CONFORMANCE 4. STORE PRODUCTS AT THE 517E IN MANNER THAT WILL FACILITATE IN5F55TIONAN9 MEASUREMENT OF QUANTITY OR OF THE PROJECT, NORDOE5 THE ARCHITECT HAVE AUTHOR17Y TO ACT ON WE, NEI-fl-56HICK51LVERMANAR6Hl7ECT5P.C,., ACKNOWLEDGE AND SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: COUNTING OF UNIT5 BEHALF OF THE OWNER OR THE CONTRACTOR UNLE55 N07ED OTHERN15E IN A T7E5 T THAT TO THE BEST OF OUR KNOWLEDGE, BELIEF,AND DATE: DESCRIPTION: 5 5TOREHEAvYl-WERIAL5 AhArFROM THEFROJ56T57RUCTURE INA MANNER THAT WILL NOT ENDANGER THE WRITING. PROFE55IONAL JUDGMENT, TH15 BUILDING /5 DE5167NE9 IN CONFORMANCE 11/28/11 VlUfD FOR PERMIT GMERAL /lOTr-f, WITH THE NEW PORK 5 TA 7-E ENERGY CON5ER VA TION CONSTRUCTION CODE, 1/27/12 PrVI/10/4 I 5UPPORTIN57 6ON5TRUCTION THE ARrH1TE5,T 51-1ALL NOT BE RE5PON51BLE FOR THE A6T5 OR OX1551ON5 LATEST EDITION. ARR-)RLVIATIO/-if&JYMP)OV OF THE CONTRACTOR OR ANY 5U9-CONTRACTOR OR ANY OF THE 6ONTRA6TOR5 OR 5U9-CONTRACTOR5 EMPLO)IEE5 OR AGENTS, OR ANY OTHER PER50N5 PERFORMING ANY OF THE WORK. 516NA TURE VA TE No.029086 A CAD FILE NAME: OF N 11-1681 N e m s c h i c k Silverman Architects P.C. PROJECT TITLE: DATE: NSA PROJECT the business of ARCHITECTURE." Fr-R-fO/AAL TRA1/11/1G-/TU171O 11/21/11 11-f A .-x 520 LOVE LA/M MATTITUCK, IiY 11952 SCALE: DRAWING NO.: -OA A]. A 430 Green Way, Cutchogue, New York 111935 M V/1OTE17 Phone : 631-734-7007 Fax : 631-7,"34-7347 DISTRICT: SECTION: LOCK: LOT: DRAWN BY: http://vxfvvvv. nfz-.-etrch -c--orn 0 COPYRIGHT 2009 NEMSCHICK SILVERMAN ARCHTECTS P.C. 1000 140 .5 5.4 TC ITEM DE56R/PT/ON/LOGAT/ON MANUFACTURER # TREMARK5 NOTES: INTERIOR INTERIOR PAINT I) PAINT NEW DOOR5 FRAME5 IN ACCENT 60LOR5 PER AR6HITE6T5 5ELE6TION, FOR EACH 5P46E, OR PROVIDE ALLOWANCE ACCORDINOL Y. `Q P-1 NOT U5ED 2) NEW PAINT TO BE E665HELL FIN15H ON WALL5, 5EMI-6LO55 FIN15H ON TRIM, DOOR5 AND FRAME5. P-2 BATHROOMS BENJAMIN MOORE - COLOR: TBD 3) CONTRACTOR SHALL FIELD VERIFir EX15TIN6 FIN15HE5 WITHIN EACH RE5PECTIVE 5PA6E WHERE WORK l5 REQUIRED AND VERIFY P-3 DOOR51 ALL TRIM, 6EILIN65 BENJAMIN MOORE - COLOR: TBD EX15TIN6 MANUFACTURERS /COLOR5 TO BE MATCHED WHEN MAKING REPAIP.5. FURN15H MATERIAL AND COLOR 5AMPLE5 TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ORDER AND OR IN5TALLATION. FAILURE TO OBTAIN APPROVAL PRIOR TO FLOOR $ BA5E IN57ALLAT/ON /5 A T 6ONTRA6TOR5 R./5K FOR REMOVAL /REPLACEMENT W/rH ARCH/TEGT APPROVED SAMPLE. AGT GEIL/N6 - REFER TO REFLECTED 4) WHERE NOTED TO PA TGH AND/OR MA TGH EX/5T/N5, CONTRACTOR SHALL INCLUDE /N BA5E BID PREPARATION AND FIN/5H 6E/L/N6 PLAN SHEET A-3, OR FIN/5H PT-1 PORCELAIN TILE TBD WORK TO EX15TIN6 AND PATCHED WAELL 5URFA6E5 FOR IT5 FULL HE16HT(FLOOR TO FINISHED CEILING) AND FOR IT5 WIDTH `76HEDULE 5HEET A-02 FOR ADD'TL INFO. PT-2 PORCELAIN TILE WALL BA5E TBD RUNNIN6 IN BOTH DIRECTION5 TO THE NEAREST FULL HE16HT JO(5 /INSIDE OR OUT5IDE CORNER/ TERMINATION POINT THI5 1/2"6YP. ON 3-5/8"METAL WALL REQUIREMENT I5 FOR ALL EXP05ED WALL 5URFACE5 - NO MATTER HOW SMALL A PATCH. CONGEALED PATCHE5 MAYBE 5W5 a I6"O.G. REPAIRED AT PA TGH ALONE AND BLENDED WITH EX15TIN6 FIN15HE5. PT-3 POGELAIN FIELD TILE TBD 5) IT 15 THE 6ONTRA6TOR5 50LE RE5PON51BlLITY TO DOCUMENT EXl5TIN6 CONDITIONS PRIOR TO WORK IN EACH RE5PECTIVE (HALL BASE- 5EE 56HEDULE AREA. DAMAOE5 TO EX15TIN6 FIN15HIE5 TO REMAIN DURING WORK PROGEDURE5 5HALL BE REPAIRED AT 6ONTRA6TOR5 EXPENSE, FOR DETAIL5 GEIL lNG UNLE55 EX15TIN6 DAMA6E5 ARE DOC,iUMENTED PRIOR TO 5TART OF WORK. AGT-1 ACOUSTICAL CEILING TILE ARM5TRON6 FINISHED FLOOR - REFER TO FINl5H 56HEDULE 5HEET A-02 ABBREVIATION5 6GVB = 6YP50W WALLBOARD DCB = DUR06K CEMENT BOARD CMU = M45ONRY WALL5 FOR ADD'TL INFO. lNALL5 010OR ( NLAILL TYFE $ GEIL/N55 REMARKS `FLOOR ROOM NUMBER /NAME FLOOR NORTH EAST 5OUTH lNE5T TRIM I NO RA riN6 MAT FIN15H BA5E MAT FIN15H BA5E MAT FIN15H BA5E MAT FIN15H BA5E COLOR FIN15H HE16HT IA WALL TYPE IAA C SAME A5 TYPE l EXCEPT ADD WALL TILE OVER ( 5/6"OUR06K CEMENT BOARD ON ONE 5IDE FL-02 TA R5 EX15T. TO 6WB P-1 WB-1 6WB P-1 WB-I 6WB P-1 WB-1 6WB P-1 WB-1 IF-3 6WB /0LO" V.I.F. ` NO RATING REMAIN WALL TYFE 1 B FL-02 ADA A66E551BLE BATHROOM #/ PT-1 DGB P-2 PT-1 DGB P-2 PT-1 DGB P 2 PT-1 DGB P 2 PT-1 IP-3 AGT-I /0'-O" VLF SAME A5 TYPE l EXCEPT ADD 5/8"DG/ROGK FL-02 ADA A6CE55/3LE BATHROOM #2 PT-1 DGB P 2 PT-1 DGB P 2 PT-1 DGB P-2 PT-1 DGB P-2 FT-1 IP-3 AGT-1 /O'-O" V I.F. C CEMENT BOARD ON BOTH 5IDE5 OF 6"METAL ( 57UD® l6"O.G. FL-02 HALLWAY / WD-1 6WB P-1 AB-1 6W3 P-1 WB-1 6WB P-1 WB-I 6WB P-1 WB-I IP-3 6WB /0'-O" V.I.F. ) NO RATING INTERIOR INTERIOR' ®® aC uL_ tk DOOR FRAME tk DOOR FRAME O NO. FROM/TO P1MEN5/ON AN MAT MAT &ROUP FPSG/M/N. REMARKS O NO. FROWFO LPIMEN5/ON AND MA T MA T 6RO P FP5G/MIN. REMARK5 AGT 6EILIN6 - REFER TO REFLECTED HALLWAY/ADA CEILIN6 PLAN 5HEET A-3, OR FIN15H 2 /0/ 5TAIR5/OPEN 5TUDIO 3'-O"x 6'--8" LHR WD ND GL05ER 2 /O ACCESSIBLE BATHROOM 12 x RH HD WD 6LO5ER/PRIV46Y LOCK SCHEDULE 5HEET A-02 FOR ADD'TL INFO. / I 5/8" TYPE X 6YP. ON 3-5/8" 2 102 57AIR5/ELE6TRI6AL CL. 2'--O"x 6'-9" LHR HD HD 6LO5ER METAL 5TUD5 ® 16"O.G. 2 IOJHALLWAY/ADA WALL BA5E- 5EE 56HED11LE A66E-551BLE BATHROOM #/ 3'-0"x 6'-8" LH VVD HD 6L05ERIPRIVAGY LOCK FOR DETAIL5 I I FIN15HED FLOOR - REFER TO LEGEND FIN15H 56HEDULE 5HEET A-02 FOR ADD'TL INFO. MAT. = MA TER IAL RH = RI6HT HAND WD = WOOD RHR = Rl6HT HAND REVER5E L H = LEFT HAND AL = ALUMINUM LHR = LEFT HAND REVER5E HM = HOLLOW METAL 6L = 1/2" THICK TEMPERED CLEAR OLA55 Ill I I N N®7 a 4'VTR. II. NAILIN6 REQUIREMENT5 ARE BASED ON WALL 5HEATHIN5 NAILED 6" O.G. AT THE PANEL EDGE. IF WALL 5HEATHIN6 15 NAILED 3" 2 WALL TYPE 2 O.G. AT THE PANEL EDGE TO OBTAIN H16HER SHEAR 6APA61TIE5, NAILIN6 REQUIREMENT5 FOR 5TRUCTURAL MEM3ER5 SHALL BE NEW BATHROOM NEW BATHROOM l HOUR RATING DOUBLED, OR ALTERNATE 6ONNEGTOR5, 5UCH A5 5HEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. � —i= T � _ 2 WHEN WALL 5HEA THIN6 15 6ONTIN0005 OVER CONNECTED MEMBER5, THE TABULATED NUMBER OF NAIL5 SHALL BE PERMI TTED TO I v ,2" I I12'v I U2„V " BE REDUCED TO l - 16d PER FOOT. NEvw� NFH W) NE WALL T' PE 2Ac 3. 60RRO51ON RE515TANT ll 6AU6E ROOFING NAIL5 AND l6 GAUGE 57APLE5 ARE PERMITTED; CHECK IBC FOR ADOI TIONAL `A` wG.( AG. `A 2A REQUIREMENTS. DD 4 < SAME A5 TYPE 2 EXCEPT A HALL TILE OVER ' " -4. ALL QUANTITIES ARE BASED ON l6" O.G. SPACING FOR RAFTERS, JOISTS AND STUDS. SEGOnroFLOOR cony. Fv. r �. c.on.P. sr8"DUROGK CEMENT BOARD ON ONE SIDE OF 6 METAL STUD® l6"O.G. 5 FOR ROOF 5HEA THIN6 W/TH/N 4 FEET OF THE PER/METER EDGE OF THE ROOF /N6LUD/N6 4 FEET ON EACH 5/DE OF THE ROOF 2° 3" 3" 2° F_ FRES"a/R INTAKE /HOUR RAT/N6 PEAK, THE 4 FOOT PER/METER EDGE ZONE A TTACHMENT REQUIREMENT5 SHALL BE U5ED. 4" 4" ® ®� 6. FOR WALL 5HEATHWO WITHIN 4 FEET OF THE 6ORNER5, THE 4 FOOT EDGE ZONE5 ATTACHMENT REQUIREMENT5 5HALL BE USED. 50ALE = 3/4"=1'-0" EXTERIOR WALL FIRST FLOORI SEAL: RED REVISIONS/SUBMISSIONS: DRAWING TITLE: SCE ,� DATE: DESCRIPTION: �\ �DND NF�S � 11/28/11 I/,/UEPPORPERMIT PROPO/ED/CMEDULF�, T. CONNE6O Cti 1/27/12 REVI/lOn 1 AROWD na LEG"P,/'& WALLTYPU 5ANITARY 5Y5TEM y f / '.}':jy.,,.� EX15TINO WA57E LINE N.I.FJ N y PLUMB/N6 R/5ER DIA61F�4M G.M. lir 0. yOQ� r FILE NAME: NOT TO 5GALE 4"H096E TRAP X OR N E"N H.GJ.IN PIT 11 11-1681 PROJECT TITLE: DATE: NSA PROJECT Nemschick Silverman Architects P.C. #: PER../'ON%L TRAINING,/TUDIO �y f� "...the business of ARCHITECTURE." 11/21/11 - -- — --0_____ -- - - L -FR A- ---] — - --- --- -- - --- - __. . - -- - - -1 CALE RAWING NO S D VA PIEMATTITUCK, NY 11952 430 Green Way, Cutchogue, New or - - - T- --U- - — A-.f/10TE.D Phone : 631-734-7007 Fax : 631-7734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: .._. h tt p://\niww.. n s-arch . c o m c COPYRIGHT 2009 NEMSCMCK SILVERMAN ARCHITECTS PC. 1000 140 5 5.4 TC >rma�s . a m x ANY SIGN CLEAR WIDTH AMOUNT OBSTRUCTION _ b0"min i 42" min----IBA c l 24"min r E c II t � o = 4" min `� 4" ma L o I " mi m z a -0 1 CONTROL c � - rn a CLEAR E / AREA T— (h E FLOOR El „ lT SEAT N (Tl p SPACE ILZ cr) (a) Before Removeral of Cabinets and Base I I"min. 11 min. Q FOOT BACK HEAD ADJUSTABLE (a)) Without Permanent Seat in Tub COUNTER SEGMENT fixture NOTE: Dashed line indicates dimensional clearance of optional under xtu e , . p THIS OVERHANG CAN BE GREATER THAN (;a) Walking Paralled to a Wall SUGGESTED FLEXIBLE 12" BECAUSE NO ONE CAN APPROACH THE OBJECT FROM THIS DIRECTION. LEG CLEARANCES CLEAR FLOOR SPACE AT WATER CLOSETS SUPPLY LINES m x 30" min N SUGGESTED SLIP iv JOINT IN TAIL PIECE 12"m X 54"min �- 42" min 36"mi . c q"-4X (b) Cabinets and Base Removed and Height Alternatives s TOIL T PAPER 3 " max _ 12"min 3 " min. 12"min z 4"min DIS NSER I £ z� v - 48" min KITCHEN SINK 12"max L 15"max CANE HITS POST OR PYLON ,-q m ) m ¢ - o BEFORE PERSON HITS OBJECT m m m m CONTROL �O O O 0 AREA m 1 4 itIF r PLA ELEVATION CANE RANGE i- * Where space permits, extend grab bar on �/ m `AT 2 O O O O transfer side. FOOT BACK HEAD 30" min 30" min 30" min 12" max WATER CLOSETS GRAB BARS AT WATER CLOSETS 5 SIDE VIEW BACK WALL (b) Wiith Permanent Seat at Head of Tub 3 3 3 ('b) Objects Mounted on Posts or Pylons greater than 12 greater than 2?" BATHTUB ACCESSORIES 11 min (a) Side-Hinged Door (b) Bottom-Hinged Door (c) Range Oven SYMBOL KEY 1. Countertop or wall-mounted oven SIGN U e 2. Pull-out board preferred with side-opening door OBSTRUCTION E 3. Clear open space 2 4. Bottom-hinged door 5. Range oven x E Iq min OVENS WITHOUT SELF-CLEANING FEATURE r- N CONTROL 45 min AREA ISn PLAN ELEVATION c�� x CLEAR FLOOR SPACE AT LAVATORIES AND SINKS m m E (c) Free-Standing Objects 1 SEAT WALL BACK CONTROL WALL II II PROTECT SIHADED AREA FROM CROSS TRAFIC BACK (a) 36" X 36" STALL o _ + N Ii c E CLEAR O LAv FLOOR a E uv SPACE - : . ... � � CLEAR _ :. .. FLOOR 60" min one detectio SPACE area SYMBOL KEY: bO"min 4 'f" max STORAGE SHELVES AND CLOSETS ' O Shower controls . ' Q Shower head X + Drain (d) Overhead Hazards CONTROL PROTRUDING OBJECTS cry (a) With Seat in Tub a x ZD c X BACK m m _ £ Pulll Side Push Side 8 - SYMBOL KEY .. o Shower controls �' N Q SIDE BACK(LONG) SIDE Shower head NOTE: Shower head and control areea may be on back(long) wall (as shown)or on either side wall E Drain 1 E CLEAR 15 min E 18" min 4o FLOOR O uv a 1(b) 30" X 60" STALL �+ m SPACE LJ q3" min GRAEB BARS AT SHOWER STALL �J NOTE: X = 12" if door has (b) With Seat at Head of Tub 30" both a closer and latch. (a) Front Approaches - Swinging Doors CLEAR FLOOR SPACE AT BATHTUBS n Push Side COUNTER WORK SURFACE Pull Sidle 54 min 22"-23" maxim c 36" E a £ _ } (V BACK > In 1 J x a = et LJ — x 3 1 Cn rc o lh D 6 X 41 NOTE: X = 36" minimum if y = NOTE: Y = 48" minimum if c c o 60 X = 42" minimum if Y = door has both a latch and N 54". closer. � ►`X � � (b) Hing-side Approaches - Swiniging Door m 15"min-lb"max - a NOTE: All doors in alcoves sholl comrply with the clearances for front approach. 45" min MANEUVERING CLEARANCES AT DOORS TRANSFER TYPE SHOWER STALL SHOWER SEAT DESIGN STORAGE SHELVES AND CLOSETS SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: 'C�R�® Ah'C,S, DATE: DESCRIPTION: 11/28/11 VJUED FOR FRMIT 1/27/12 ReVv10n 1 ACC�//1PJILITY DETAI�f No.0 -k CAD FILE NAME: OF N ESN 11-1681 Nemschick Silverman Architects P.C. PROJECT TITLE: DATE: NSA PROJECT #: Pr O/IAL TRAI/10G,/TUDIO 11/21/11 "...the business of ARCHITECTURE." /�� - - — - - — - --- - - LANE SCALE: DRAWING NO.: •.—• -- - _--- - - — MATTITUCK, NY 11952 1 1 430 Green Way, Cutchogue, New York --- - ---- --'-- — — — — — — _. .9— —- - �l NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: ) — h tt p://wwvv- n s-a rc h _ co m Ca COPYRIGHT 2009 i EMSCHCK SILVERMAN ARCHTECTS P.C. 1000 140 5 5.4 TC ------------------ — ---- - ----=------=------- --------------------------------------- good general illumination Returned curb ramp, see ANSI color contrast between door and high intensity lighting focused lighted doorbell buttons Swinging Primary Entry Door at Concrete Landing 4.7 frame at locks for people with low vision weather protection door closer with safe sweep period. showing allowable changes in level at primary entry door Countertop is shown at the typical ANSI 4.13.10 view window (or wide with direct exterior access onto concrete or other kitchen height of 36". The drawing in angle peep hole) the Guidelines (taken from ANSI Figure f impervious landing surface where ��Z-inch maximum changes ��low force to open door, ANSI 4.13.11 in level are permitted. 6 (c)), on which this drawing is based, gives the dimension at 34". The 34" dimension shown in the clear width of open doorway 24" ma Guidelines is in no way intended to x min. 32" , ANSI 4.13.5 dictate counter heights in covered dwelling units. Accessible route to building, See clear, readable, high contrast 1-1/2" minimum Guidelines and ANSI 4.3 signage , ° ❑ interior floor 1:2 slope maximum User in a position parallel to level z cabinet for a side reach to ° E x control or outlet Two parking spaces may share one 3 3 3/4" maximum 1/4" maximum E access aisle s m lever or other easy to a o 4 Minimum access aisle use door hardware, ANSI 4.13.9 °a 1/2" maximum 0 1/8" per foot maximum E slope Cabinet with no Access aisle flush with sidewalk z. low or no threshold, see / kneespace eliminates need for curb ramps Chapter 4 it `•maneuvering space on exterior side•b#'-'•`•'• '• ✓� -' Maximum Side Reach (From a Parallel Approach Sign indicating accessible door next to latch varies depending p 9 . G� _ Over an Obstruction) parking l J upon direction of approach to door, ANSI 4.13.E Wheelstops to prevent parked cars C� from encroaching upon accessible � route outside landing 0" to W" below interior floor level depending upon Swinging Secondary Door at Concrete Landing construction of porch or landing surface, see Chapter 4 showing allowable changes in level at exterior swinging doors Flared curb ramp maximum 1:12 onto concrete or other impervious landing surface where 4-inch slope adequate slope to prevent ice changes in level are permitted Forward reach to light and Accessible Primar Entr Door at Covered build-up Primary'Entry fan switches as well as 5' X 20' street level access aisles�j access aisle and curb ramp Dwelling Unit See ANSI 4.13 Doors thermostat to sidewalk are part of package shelf accessible route Notes in italic type are recommendations only and are May be more if 3/4" maximum not required by ANSI or the Guidelines. All recommended required by local threshold features are helpful to people with and without disabilities. code interior floor t allow vehicles to s op outside level traffic lane so pass gers may are safely disembo k, drop-off passenger drop-off area outside area and sidewalk are recessed; 5,_O, VA traffic lanes, see ANSI 4.6 such recessed areas are not car is out of required by the Guidelines., ANSI tj traffic lane �t or ADAAG Minimum Suggested L-Shaped Walk-In Closet with Usable Door Q O 0 LL------- .. .. .. Parking and Curb Ramps t ; 6 N 24" max. 60" x 60" passing space In-swinging door permissible, a u, SlidingSecondary Door at Wood Deck out-swinging preferred Y Additional recommended showing allowable changes in level at exterior sliding glass continuous filler piece (1:2 or doors to balcony or patio where /-inch maximum changes less) at inactive leaf track to in level are permitted. eliminate abrupt change in level. 00 "m Notes in italic type are recommendations only and are not g Standard slidinglass door n T-intersection can required by ANSI or the Guidelines% Pressure treated filler strip track Inaccessible outlet less that 15" above floor function as a passing 0 permissible 0 space Bevel at maximum slope o �Q°Q Air and water gap of 1:2 required 30" X 48" clear floor space 0 6 { e�ez e�oR 32 perpendicular to the wall for a Accessible route, see ANSI o s �00�o Qo�eS normal clear this decking is shown at the forward reach to controls QQSS�A width required some level os the interior \ 3/4" max. floor for maximum additional outlet in accessible accessibility O Interior floor level location 4'-0"5/e MAX. recommended 4" max. O Pressure treated decking at floor level threshold set on 32" min. at door subflooringSmaIi Clothes Closet Pervious surfaces such as wood decking must be no more than All Covered Switches, Outlets, and Controls Operated on a below interior finished floor Frequent Basis Must be in Accessible Locations maneuvering space at doors, see level g 3� 24" max. ANSI 4.13.6 Deck board Accessible Route: Width, Height, and Passing Spaces Deck joists door stop to prevent outside door from hitting handle of inside door Door may be any width, handles on outside edge of door best if swings back 180' Sliding Secondary Door at Concrete Landing Threshold set on to facilitate use � showing allowable changes in level at exterior subflooring sliding glass doors to balcony or patio where " _ 34" to 36" WIDE normal 4-inch changes in level are permitted. toe 1/2 filler at 1:2 DOOR clear opening recommended p 5'-0" interior floor 18"t 1-14" rise when approaching Additional recommended conti level i filler piece (1:2 or less) at inactive 32" normal from outside allowable 3/4" threshold lea track to eliminate abrupt/ f p 1- 1/4" - 1-1/2" clear space change in level typical min. at 1:2 min. allowable �" for a water control 2 II May be more i allowed d b- y f local code interlocking Notes in italic type are recommendations t d ANSI th no required re y or e only and are a ui b A threshold y 1 Acceptable Guidelines Usable Sliding Door (Not Preferred: 1-1/4" Height is Difficult for > Many People Who Use Wheelchairs) 3 Good 32" nominal clear width for 1'-1 2" secondary exterior door min. 3/4" max. ry SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: Substitution of a 36" Hinged Door Plus c -BRED A DATE: DESCRIPTION: Sidelight When a 5' or 6' Sliding Door Threshold Details at Primary Entry with ��No W F 'Si 11/28/„ I//UEPrORPERMIT ACC INLITY DETAI Assembly Cannot Provide a 32" Door Opening 2 Acceptable Impervious Landing Surface ¢ n� P 9 ° goy � vz7nz REVJ/10n 1 �./� � No.02 86 4� CAD FILE NAME: O F OP NE`t1 A 11-1681 PROJECT TITLE: _ DATE: NSA PROJECT #: Nemschick Silvermaln Architects P.C. PERfON�LTR�I/�I/�GfTUDlO ". . .the business of ARCHITECTURE." 11/21/11 /yfA — - - - - - - -- - - — - - - --- - - -- - - --- - --- --- - - - --- --- -- - -- - - -..._ LANE SCALE DRAWING NO• .--• -- _- -- ---- -- - - - -- MATTITUCK, NY 11952 430 Green Way, Cutchogue, New York 11935 A/ NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: AR— http://NAfvvvv. nt=-.-.-=tr(--h .C--(:>ri-i COPYRIGHT 2009 PEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 140 5 5.4 TC to accommodate on 18" bar, the reinforced area should be 22" to 42" preerr cl 26" long to provide full support lavatory, any other fixture, or wing a shower installed adjacent to for the mounting plates, see wall must not project into room the toilet is not acceptable under if this dimension is less than explanation below parallel approach more than 24" the Guidelines L 55" min 53" min 12", then the 24" min. must 12"ma). 24" min to accommodate a 24" bar, the perpendicular or forward be correspondingly longer reinforced area should be 28" to approach for the mounting plates, see E minimum reinforced X explanation below Back and cross member may Q 2" long to provide full support need to be removed for area 0— li E &_ 0 CL E CL t- X plumbing and lavatory K3 shower 2" to 4" additional reinforcing at X to E in clearance sides and bottom recommended F_ REF Acceptable Not Acceptable Minimum Reinforcing to the Side of Toilets Some features May Overlap Clear Floor Space at Toilet 45" Plywood gussets may be I needed for stiffening sides minimum reinforced area diagonal approach 1211min 2"mln Space for Either a Forward or Parallel Approach lavatory with knee improved if knee space Must be Provided 3" min space below is available below even longer reinforcing preferred for greater lavatory ease when installing grab bars many users can execute a Standard Base Cabinet Modified to Be Removable X size and position of forward, a perpendicular, and a 0 base cabinet, if limited diagonal approach in a 48"x66" clear floor space installed A.co additional 2" min. each side and bottom E recommended to mount 24" long standard grab bar perpendicular approach position for standard sinks acceptable, sinks with forward approach rear located drains simplify knee space countertop lavatory / Minimum Reinforcing Behind Toilets Located Beside a :: door located here to allow wall-mounted countertop Wall recommended pipe protection and hinged panel forward full forward approach support brackets removable vanity cabinet with disposable cover; note pipes and disposal approach also can be wrapped in insulation,see details 45" page 7.15 48" x 66" Clear Floor Space (with some people benefit from a vertical bar Overlapping Lavatory) here; this is a recommended additional Notes in bold letters are reinforced area recommendation only and are not required by ANSI Guideflines N centerline of basin and clear floor 5611 additional recommended way back and frame space aligned cut a 4a" reinforced area and reinforce with gussets 24 X—r- 13 0 LL I I I I LLL1 Q_ =E &_ EF_ 0) (-1 X 1�P 30"x48" clear floor space 30"x48" clear floor space flush permits a parallel approach Foot (Control Wall) 30" wide x 27" high clear e with vanity front centered on the basin space Reinforced Area Required by the guidelines at Conventional Bathtubs carry floor, cabinet, and Ll wall finishes under and Removable Base Cabinet Not Required Use of Offset Basin to Reduce Lavatory behind removable cabinets L removable cabinet Because Clear Floor Space Centered on Length (Applicable in A and B Bathrooms) front Basin (Applicable in A and B Bathrooms) Removing Vanity Cabinet to Expose Knee Zrernova le cabinet Space front and bottom Po" max removable cotD;net additional reinforced area recommended 24" FOOT HEA X 61 -0 Possible Removable cabinet Options for Required Knee Spaces at Sinks or -L414KKI441 Z23 C X"t Cooktops in Narrow (Less Than 60" Wide) U—Shaped Kitchens 0 2 C: 111144 Zdl,44441f 4,11 1 D L. /i/1 T/rrryyA I E E Q_ E Ci X E dimension must be measured front face of E range or refrigerator to countertop edge 6 (excluding cabinet appliance handles) Back Wall Head 40" min Reinforced Areas Required by the guidelines at 45" Conventional Bathtubs 40" min Specification "B" Bathrooms 30" x 48" 24" max depth wing w,11 Clear Floor Space at Bathtubs/Showers Shaded Area Must r additional reinforcing in should be reinforced tc reinforced area recommended n floor if there is a step at accept grab bars Remain Unobstructed (Taken from Guideline Figures 7(b) both walls and tub deck the tub Refrigerator and 8) Base Cabinet 7 Base N Range ., N Cabinet N N vertical bar may be useful here G) 0 0 Minimum Clearance between Refriigerator Minimum Clearance between Range and Opposing Base Cabinet and Opposing Base Cabinet Recommended Reinforcing for Grab Toilets typically protrude into the room farther than vanity cabinets, making it necessary for a person Bars at Raised or Sunken Tubs using a wheelchair to perform, what may be for some people, a difficult stretch to operate tub in controls. wall-hung lavatory or wall-hung lavatory or vanity removable cabinet vanity with fixed or with fixed or removable 53" min 33" min cabinet .E if walls exist around any portion-4— sunken or raised tubs, reinforcing for grab bars should be provided E E perpendicular approach Ilk max. 45" min mim 60" min. Standard nonreinforced floor may or may not be able to 48"x66" 48"x56" 60"66" SEAL. REVISIONS/SUBMISSIONS: DRAWING TITLE: additional reinforced area support one leg of a A DATE: DESCRIPTION: recommended - minimum width handrail; engineering analysis Perpendicular Approach to Bathtub at Toilet W. of 6" to 8" full width of Clear Floor Space at Toilets 161, _\ 11/28/11 VILE 12 fOR Pf IZM:T ACCU_f151L1TX PETAIV platform recommended (One of the Three Must be Provided in "A" and "B" Bathrooms) Permitted in Specification A Bathrooms Only t%% 1/27/12 REVVIO�i I Walls at Special Tubs C-14 No.. O CAD FILE NAME: Of N S11 11-lb8l PROJECT TITLE: DATE: NSA PROJECT Nemschick Silverman Architects P.C. PLRYOML TRA01/1G_/TU171O IYA the business of ARCHITECTURE." 11/21/11 .520 LOVE LME SCALE: DRAWING NO.: 430 Green Way, Cutchogue, New York 11935 A MATTITUCK, IIX 11952 Af/10TED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://NArjv\lv- n-E�--.—ar(--h -.c--c>ryi COPYRIGHT 2009 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 140 .5 5.4 TC rr "I L in m area 2 " to ides des ir/17#X X CON5TRUCTION NO TE5 COI. NEW HALL, REFER TO HALL TYPE5 ON A-02 FOR ADDITIONAL INFO. 602 MEN DOOR, FRAME d HARDWARE TO BE INSTALLER 603. NEW TOILET TO BE INSTALLED C04 NEW SINK TO BE INSTALLED. C05 NEW AA5 7E 5UPPL), L INE5 TO CONNECT TO EX15 TINO. 606 PROVIDE BLOCKING IN NEW NALL5 FOR GRAB BARS. 607. TRIMMED OPENING. 60e NOT 05ED 4LO11 2L/ COq NEW FLOO R DRAIN TO BE INSTALLED.CIO NEW EXIT 516NTOBEINSTALLED. C11. NEW/4 DIA. HANDRAIL TO BE INSTALLED 36 A.F.F. C12. 5 TO BE 5TZ GONG INFILL. FOR DTL GOI 2 INFO 613 FROP05EP HANDICAPPED LIFT TO BE IN57ALLE0. 4 I GOI GOI 711 G13 NOTE: G12 DE510NATION 15 5PE61FI6 TO TH15 DETAIL. VERIFY DOOR $ TRIM COL OR5 ;'� — — — — — ;'/ v> — — — WITH FIN15H SCHEDULE. 2 102 5TAIR5 610 PA ELECTRICAL CLOSET OPEN FG01 7_7 101 STUDIO 12 5F FCip I, q 112 CHANCE FLOOR FIN15H'I�_q 112, 2,27q 5F 4LO11 BENEATH DOOR P-B PAINT TRIM A5 — PER 5TRIKE JAMB Z� - /; I I I O I! � � G04 ADA ACCESSIBLE (103 UNISEX BATHROOM #1 53 5F FR01=05EI;� PAIN 1;)E:TAIL N ADA ACCESSIBLE 50ALE 1-1/2"=1'-O" IB F V50�51 CO3 <-- /, IZ GO UNISEX BATHROOM #2 INFO col GOI 53 5F /X r 7// PAINTED C RE TE 7 TOP PING CHANNEL 5 ANGLE WELDS TO 5TRINOER FA AND R15ER EXISTING BUILDINIS7 PROF05E� 5TAIR PTA IL 50ALE = I/2`=I'-0'l SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: ED ARC, DATE: DESCRIPTION: 141fo� 11/28/11 VIUED`017 PERMIT PROPOVIP 2/11) FLOOR FROF05Er� 2Z) FLOOR CON5TRUCTICN FLAN 1/27/12 RrV001 1 SCALE 1/4"=P-0" COI/TRUCTIO/i PLAN No.0 90 6 -k CAD FILE NAME: OF N ESN 11-1681 PROJECT TITLE: DATE: NSA PROJECT Nernschick Silverman Architects P.C. PLVO/AAL TRAVIOGJT010 11/21/11 "...the business of ARCHITECTURE." 520 LOVE LAIL SCALE: DRAWING NO.: IVA MATTITUCK, IV 11952 430 Green Way, Cutchogue, New York l 1935 Af/IOTLI) -- ---------- Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: 4vvv. n s.-ei rc�h -,(-_c�rin P.C. 5 A- COPYRIGHT 2009 NEMSCHCK SILVERMAN ARCHTECTS h tt p:IINAr 1000 140 TIC UL D�5/GN NO. U46� CNON5EARIN6 WALL RA7/N6-I W.. C 2 3 4 5 2F.FRAMING MEMBERS"-57EEL 5TUE75—A5 AN ALTERNATE TO 17EM5 2 THROUGH 2E-FOR U5EWITH ITEM IF,CHANNEL SHAPED 57UD5,MIN 3-5/8 46.6YP5UM BOARD"—(A5 ANAL TERNATE TO 17EM5 4 THROWH 4F)—FOR USE WITH ITEMS/D AND 2D ONLY,5/61N. THICK,4 FT WIDE,A7TAGHED IN.WIDE FABRICATED FROM MIN 25 M56 STEEL,5PAGED A MAX OF 24 IN.OG.STUDS TO BE GUT I/2 IN.LE55 THAN A55EMBLY HEIGHT. TO STEEL STUDS AND FLOOR AND GEILIN6 TRACK WITH 11N.LONG, TYPE 5 STEEL 5CREW5 SPACED 6 IN.OC.ALONG E96E5 OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD.JOINTS ORIENTED VERTICALLY AND 5TA66ERED ON OPPOSITE SIDES OF THE A55EMBLY. CK!Rll MON5 KOMW LTD—TYPE KIRII C LAFARGE NORTH AMERIGA INC—TYPE L6F66A,LGFG-CIA 7726.FRAMING MEMBER50-STEEL STUDS—NOT SHOWN-IN LIEU OF ITEM 2 THR0I.6I12F-FOR USE WITH ITEM 16.PROPRIETARY CHANNEL SHAPED C 2 4 57UD5,MINIMUM 3-5/6 IN.WIDE,5TUD5 TO BE GUT 1/2 IN.LE55 THAN THE ASSEMBLY NE46HT. NATIONAL GYPSUM CO-TYPES F5W 5TUD60 BUILDING SYSTEMS-CROCSTUD UNITED STATES 6YP50M CO-TYPE 56X 3.BATT5 AND BLANKE75"-(OPTIONAL)-MINERAL WOOL OR 6LA55 FIBER BATTS PARTIALLY OR COMPLETELY FILLIN6 5W CAVITY. 4H.WALL AND PARTITION FACIN65 AND ACCE55ORIE50-(AS AN ALTERNATE TO ITEMS 4 THRa6H 46)-NOMINAL 5/6 IN. THICK,4 FT WIDE PANELS,APPLIED VERTICALLY AND SECURED AS DESCRIBED IN ITEM 4. SEE BATT5 AND BLANKETS(13ZJZJ CATE-GORY FOR NAMES OF GLA55/FIED COMPAN155. 1.FLOOR AND CEILING RUNNERS-MOT 5WOMV-CHANNEL SHAPED RUNNERS,3-5/6 IN.DEEP(MEW,1-1/4 IN.LE65,FORMED FROM MIN NO 25 M56 6ALV 5ERIOU5 ENERGY INC-TYPES DUIETROGK E5,OUIETROGK 527. STEEL,A 7-7-ACHED TO FLOOR AND GEILINc'G WITH FASTENERS SPACED 24 IN.OC MAX. 3A.FIBER•`FRAYED"-A5 AN AL 1ERNA7E TO BATTS AND BLANKETS(ITEM 3)-SPRAY APPLIED CELLULOSE MATERIAL. THE FIBER I5 APPLIED � WITH WATER TO COMPLETELY FILL THE ENCL05ED CAVITY IN AGGOROANGE WITH THE APPLICATION IN5TRI,6TION5 SUPPLIED WITH THE PRODUCT. 41.6YP5lUM BOARD*-(A5 AN ALTERNATE TO ITEMS 4 THRO.6H 4F)-FOR USE WITH ITEMS!E AND 2E ONLY,5/6 IN. THICK,4 FT WIDE,ATTACHED lA.FRAMING MEMBERS"-FLOOR A4ND CEILING RUNNERS-(NOT SHOhWJ-A5 AN ALTERNATE TO ITEM l-CHANNEL SHAPED MlN 3-5/6/N.DEEP NOMINAL DRY DENSITY OF 3.0 LB/FT3.AL7ERNA7E APPLICATION METHOD: TOE FIBER I5 APPLIED WITH U.5.6REENFIBER LLG TYPE AD100 HOT MELT TO STEEL 57VD5 AND FLOOR AND GEILIN6 TRACK WITH 1 IN.LONG, TYPE 5 57EEL 5CREW5 SPACED 6 IN.06,ALONG E POE5 OF BOARD AND 12 IN. ATTACHED TO FLOOR AND GE1LlNA WITH F IN6 RUMS 24 IN.OC.MAX.ALL57EEL t GYPSUM ALTERNATE TO 17E INCI- -TYPE 5HAFME FRAMlN6 SYSTEM AOHE51VE AT A NOMINAL RATIO OF ONE PART ADHESIVE TO 6.6 PARTS FIBER TO COMPLETELY FILL THE ENCLOSED 6AV17Y IN ACCORDANCE WITH a IN THE FIELD OF THE BOARD..DINTS ORIENTED VERTICALLY AND 5TA66ERED ON OPPOSITE 5/DES OF 7NE A55EMBLY. , THE APPLICATION INSTRI GTlONS SUPPLIED WITH THE PRODUCT.NOMINAL DRY DENSITY OF 25 LB/FT3 CONSOLIDATED FABRICATORS CORP UNITED STATES 6YP"CO-TYPE 5CX BUILDING PR01,675 DIV-'TYPE SUPREME FRAMING SYSTEM U 5 6REENFIBER L L G-COGOON2 57ABILIZED OR GOC.00N-FRM(FIRE RATED MATERIAL) 4J.6YP5UM BOARD (NOT SHOW-(A5 AN ALTERNATE TO ITEM 4 WHEN b5ED A5 THE BA5E LAYER ON ONE OR BOTH 5/DE5 OF HALL.FOR QUAIL RUN BUILDING MATE7R1A4L5 INC-TYPE SUPREME FRAMING SYSTEM 33.FIBER SPRAYED"-AS AN ALTERNATE TO BATT5 AND BLANKETS(ITEM 3)AND ITEM 3A-SPRAY APPLIED CELLII L05E IN5ULATION MATERIAL. DIRECT ATTACHMENT ONLY TO 57EEL 5TUD5 17EM 26)-NOM 5/6 IN, THICK LEAD BACKED GYPSUM PANELS WITH BEVELED,5WARE OR TAPERED THE FIBER 15 APPLIED WITH WATER TO INTERIOR SURFACES IN ACCORDANCE WITH THE APPLICATION 1N57RI.CTICN5 SUPPLIED WITH TIE PRODUCT. E96E5,APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER 5TU95 AND 5TA66E RED MIN 15TUD CAVITY ON OPP0517E 5/DE5 OF 57U95. SGAFGO STEEL STUD MANUFA4GTUR1146 CO-TYIE SJAREME FRAMING SYSTEM APPLIED TO COMPLETELY FILL THE ENCLOSED CAVITY.MINIMUM DRY DENSITY OF 4.3 POUNDS PER CUBIC FT. 6Yl 5UV BOARD 5E6URE9 TO 57VD5 WITH 1-I/4 IN LONG TYPE 5-12 STEEL 5GREh5 5PAGE0 6 IN.OC AT PERIMETER AND 12 IN.GAG IN THE FIELD. STEEL CON57PZTION 5Y57F7N5 INC-TYPE SUPREME FRAMING 5Y57EM NU--WOOL CO INC-CELLUL05E INSULATION MAYCO INOU57RIE5 INC-TYPE X-RAY 5HIELDED GYPSUM UNITED METAL PRODXGTS INC,-TYPE 5WREME FRAMING SYSTEM X.FIBER 5PRAYE9"-A5 AN AL 7ERNATE TO BATTS AND BLANKETS(ITEM 3)-SPRAY APPLIED CEWA 05E FIBER. THE FIBER 15 APPLIED WITH 4K.6YP5UM BOARD"-(AS AN ALTERNATE TO ITEM 4 AND 4A,NOT FOR U5E WITH ITEMS lD,/E,29 AND 2V-NON.5/6 IN. THICK 6YP5UM PANELS WATER TO COMPLETELY FILL THE ENCLOSED CAVITY IN ACCORDANCE WITH THE APPLICATION IN57R 67ION5 SUPPLIED WITH THE PRODUCT. THE WITH BEVELED,50VARE OR TAPERED E96E5 INSTALLED AS DESCRIBED IN ITEM 4 AND 4A. IB.FRAMlN6 MEMBERS*-FLOOR AND GEILIN6 RUNNERS-NOT 5HOWN-IN LIEU OF ITEM I-FOR USE WITH 17ET12B,PROPRIETARY CHANNEL MINIMUM DRY DET51 TY SHALL BE 4.30 LB5/F73 SHAPED RUNNERS,I-1/4 IN.WIDE BY MIN 3-5/6 IN.DEEP FABRICATED FROM MIN 0.020 IN. THICK 6ALV STEEL,ATTACHED TO FLOOR AND CEILING GGG INC-TYPE ULX WITH FASTENERS SPACED 24 IN.065 MAX. INTERNATIONAL CELLULOSE CORP-GELBAR-RL lNl7ED STATES GYPraUM GO-TYPE ULX CALIFORNIA EXPANDED METAAL PROPXT5 CO-VIPER201 TRACK 4.6YP5UM BOARD"-5/6 IN. THICK,4 FT WIDE,ATTACHED TO STEEL 577V5 AND FLOOR AND GEILIN6 TRACK WITH 11N.LONG, TYPE 5 STEEL SCREWS SPACED 6 IN.06.ALONG E96E5 OF BOARD AND 12 IN.OC IN THE FIELD OF THE BOARD.JOINTS ORIENTED VERTICALLY AND 5TAC16ERED ON OPPOSITE tW MEXICO 5 A DE G V-TYPE ULX CRACO MFG INC-SMARTER?TRAGK20t,5MARTTRACK20t 5/DE5 OF THE A55EMBLY.WHEN ATTACHED TO ITEM 6(RE5ILIENT CHANNELS)OR 6A tfMRIN5 GHANNEL5),6YM M BOARD I5 SCREW ATTACHED TO FURRING CHANNELS WITH 11N.LONG, 7YPE 5 STEEL%REW5 5PAGED 12 IN.06. 5.JOINT TAPE AND COMPOUND-VINYL,DRY OR PREMIXED JOINT COMPOUND,APPLIED IN 7W0 COA75 TO JOINT5 AND 5CREW HEAD5,•PAPER TAPE,2 IN. C WIDE,EMBEDDED IN FIR5T LAYER OF COMPOUND OVER ALL.OIN75.AS AN ALTERNATE NOMINAL 3/32 IN. THICK 6YP504 VENEER PLASTER MAYBE MARINO/WARE DlV OF WARE lINDlJS]BEES AGADIA DRYWALL 9,1PPLlE5 LTD-TYPE X APPLIED TO THE ENTIRE 5URFAGE OF GLA55/FIE9 VENEER BASEBOARD.JOINT5 REINFORCED.PAPER TAPE AND JOINT COMPOUND MAYBE OMITTED WHEN INC-VIRER201 TRACK 6YP5UM BOARDS ARE SUPPLIED WITH 56YARE ED6E5. AMERIGAN GYPS!/M CO-TYPES AO-C,AGX-1,M-6LA55 TELLING lNDUSTRIE5 L L G- V1PER20t TRACK 6.RESILIENT CHANNEL -(OPTIONAL-NOT SHOW-25 M56 6ALV STEEL RESILIENT CHANNELS SPACED VERTICALLY MAX 24 1N.OG,FLANGE PORTION BEIJIN6 NEW BUILDING MATERIALS PUBLIC ATTACHED TO EACH IWER5E57IN6 5TUD WITH I/2 IN.LONG TYPE 5-12 PAN HEAD 57EEL 5CREW5.MAY NOT BE U5ED WITH 17EM 4F OR 4J. 1G.FLOOR AND CEILING RUNNER5-(NOT SHOWN)-FOR V5E WITH 17EM 2C-CHANNEL SHAPED,FABRICATED FROM MIN 20 M56 G0RR0510N-PROTE57E9 OR GALV'57EEL,MIN DEPTH TO ACCOMMODATE 57UD 51ZE,WITH MIN l IN.LONG LE65,ATTACHED TO FLOOR AND 6EILIN6 LTD CO-TYPE DBX-1, 6A.STEEL FRAMING h1EMBER5(NOT 5HOkOl-AS AN ALTERNATE TO ITEM 3,FURRIN6 GHAwa5 AND RE51L1ENT 5OUN9 ISOLATION CLIP AS • C WITH FASTENERS SPACED MAX 24 IN.OC. COC INC-TYPES AR C,IF-AR,1P-X1,lP-X2,IPG AR 5CX,5HX,WRG OR Nh?X DESCRIBED BELOW. 1D.FRAMING MEMBERS"-FL00R A4ND GEILIN6 RUNNEIR5-NOT SHOWN-1N LIB)OF ITEMS I THROX6H 1G-FOR U5E WITH 10429 AND 46 ONLY, A.FURRIN6 CHANNELS-FORMED OF NO.25 M56 6ALV STEEL.2-3/6 IN.WIDE BY 7/6 IN.DEEP,SPACED 24 IN.OC PERPENDICULAR TO PROPRIETARY CHANNEL SHAPED RUNNNERS,1-1/4 IN.DEEP BY MIN 3-5/6 IN.WIDE FABRICATED FROM MIN 0.016 1N. THICK 6ALV STEEL,ATTACHED TO GERTAINTEED 6YP%M INC-TYPES I,E6R6,6LA5RX TYPE X, TYPE G,51LENTT=X. 57U95.CHANNELS SECURED TO 5TUD5 AS DESCRIBED 1N ITEM B.EN95 OF ADJOINING CHANNELS ARE OVERLAPPED 6 IN.AND TIED TOGETHER FLOOR AND GEILIN6 WITH FASTENERS SPACED 24 IN.OC MAX. WITH DOUBLE 57RANO OF NO.l6 5W6 6ALV 57EEL WIRE NEAR EACH END OF OVERLAP A5 AN AL TERN47E EN95 OF ADJOININ5 6HANNEL5 CE7RTAIWEED GYPSUM CANADA INC-TYPE C, TYPE X, 7YPE AB(6E-RE5/5TANT. MAY BE OVERLAPPED 6 IN.AND SECURED TOGETHER WITH TWO 5ELF-TAPPIN5 NO.6 FRAMING SCREWS,MIN 7/l6 IN.LONG AT THE MIDPOINT C GLARKDIETRIGH BUILDING 5Y157EM5-CD PROTRAK OF THE OVERLAP,WITH ONE 5GREK ON EACH FLANGE OF THE CHANNEL.GEORGIA-PAGIFIG GYP5l)M L L G-TYPE 5,6,q,G,DAP,DD,VA,DAPG,D66,D5,GPF56. ` DMFCA95 L L G-PR07RAK: B.FRAMING MEMBER5"-05ED TO ATTACH FURRING CHANNELS(ITEM A)TO 57UD5(ITEM I).a/F,5 SPACED 46 IN.OC.,AND SECURED TO /) LAFARGE NORTH AMCRIGA INC-TYF 5 LGFG2,LGFG2A,L6FG6 L6FG6A,LGFG G,LGFG G/A,LGFG-hm. STUDS WITH l 5/61N.WAFER OR HEX HEAD 7r-T 5 STEEL 5GREW THROU6H THE CENTER 6ROMMET.FURRING CHANNELS ARE FRICTION FITTED MBA BUILDIN6 9JPPLIE5-PIROTRAK INTO a/P5. NATIONAL 6YPr.�1 CO-TYPES FSK,F5K-G,F5K-6,F5W-C,F5W-G,FSW,F5W-3,F5W-5,F5W-6,ESL. .5a THEA5TERN 57U9$COWONENT5 INC -PRO7RAK PAC IN7ERM T10NAL INC-TYPE R5/6-L PABGO BUILDING PRODUCTS L L G,DBA lE FRAMING MEMBERS"-FLOOR AND 6EILIN6 RUNNERS-NOT SHOW-IN LIEU OF ITEMS I THR0.6H lD-FOR U5E WITH ITEM 2E AND 41 ONLY, ABGO GYPSUM-TYPE PG-C,PG-ll OR P6-q. 6B.FRAMING MEMBERS"-OPTIONAL -NOT SHOW-U5ED AS AN ALTERNATE METHOD TO ATTACH RESILIENT CHANNELS(ITEM 6).GLIP5 ATTACHED PROPRIETARY CHANNEL SHAPED RUNNERS,1-l/4 IN.DEEP BY MIN 3-5/6 IN.WIDE FABRICATED FROM MIN 0.00 IN. THICK 6ALV STEEL,ATTACHED TO P AT EACH INTERSECTION OF THE RE51LIE7NT CHANNEL AND THE 57EEL 5TUD5(ITEM 0 RE51LIE7NT CHANNELS ARE FRICTION FITTED INTO GL1P5,AND FLOOR AND GEILIN6 WITH F457ENER5 5PA659 24 IN.G'G MAX PANEL R1Y 5 A -TYPES PRX RHX,MDX,ETX. THEN a/F5 ARE 5E5URE9 TO THE STUD WITH MIN.I IN.LON6 TYPE 5-12 PAN HEAD STEEL 5GREW5 THROUGH THE CENTER HOLE OF THE CLIP AND THE RESILIENT CHANNEL FLANGE. TELLING INDUSTRIE5 L L G- TRUE-TRACKt C 5/AM GYP�.rUM INDUSTRY(SARAB'/RU CO LTD-TYPE EX-1 KEENS BIJILDlN6 PRODUCTS CO INC-TYPE RG A55//RANGE IF.FRAMIN6 MEMBERS"-FLOOR AWD GEILIN6 RUNNERS-NOT SHOWN-IN LIEU OF ITEMS I THROl6H lE-FOR USE W17H ITEM 2,CHANNEL SHAPED C 7EMMLE-INLAND-TYPE X VENEER PLASTER BASE-TYPE X,WATER RATED-TYPE X,SHEATHING-TYPE X,SOFFIT- TYPE X, T6-C, r- RUNNERS,1-l/4 IN.DEEP BY MIN 3-r/6 IN.WIDE FABRICATED FROM MIN 25 M56 STEEL,ATTACHED TO FLOOR AND GEILIN6 WITH FASTENER5 SPACED (OPTIONAL,NOT 5HOMV-NOMINAL I/21N. THICK,4 FT WIDE PANELS,FOR OPTIONAL USE A5 AN 24 IN.C6 MAX GREENGLA55 TYPE X, TYPE X GOMFORTGUARD SOUND DEADENING GYPSUM BOARD. 7.WALL AND PARTITION FAGIN65 AND ACGE55ORIES ADDITIONAL LAYER ON ONE OR BOTH 51DE5 OF THE A55EMBLY.PANELS ATTACHED IN ACCORDANCE WITH MANUFACnIRER5 RECOMMENDATIONS.WHEN C UNITED STATES 6YP5t M CO-TYPE AR C,FRX-6,IP-AR lP-XI,lP-X2,IPG-AR,56X 5HX,XQ6,WRX,V56X(JOINT TAPE AND COMPOUND,ITEM 5, THE O'R-5/0 PANEL 15 INSTALLED BETWEEN THE 57EEL FRAMING AND THE UL GLA55/FIED 6YP5UM BOARD, THE REQUIRED M GLA55IFIED GYPSUM BOARD K1R11(HON5 KON6)L TD-TYPE KIRII OPTIONAL FOR USE WITH TYPE tWV. LAVE W5)15/ARE TO BE INSTALLED AS INDICATED AS TO FASTENER TYPE AND 5PAQN6,EXCEPT THAT THE REQUIRED FA57ENER LENGTH SHALL BE 1NGRE ASED BY A MINIMUM OF 1/2 IN.NOT EVALUATED OR INTENDED AS A 5U95TITUTE FOR THE REQUIRED LAYEW5)OF UL CLASSIFIED 6YP5UM BOARD. (` 16.FRAMING MEMBERS"-FLOOR AND GEILIN6 RUNNERS-NOT SHOW-IN LIEU OF ITEMS l THROUGH IF-FOR U5E WITH 17EM 2,CHANNEL SHAPED l MEXICO 5 A DE G V-TYPE AR G,lP-AR 1P-XI,lP-X2 PPG AR 5GX,SHX,WRG OR WRX CRUNNER5,1-1/4 IN.DEEP BY MIN 3-5M6 IN.WIDE,ATTACHED TO FLOOR AND GEILIN6 WITH F45TENER5 SPACED 241N.OG MAX 5ER10U5 ENER6Y INC-TYPE QUIETROGK OR-510. C 5TUDCO B)ILDlN6 5Y57EM5-6RO65W TRACK 4A.6YP5UM BOARD"-(A5 AL TERRA TE TO ITEM 4)-NOM 5/6 IN. THICK 6YF56M PANEL5 WITH BEVELED 50VARE OR TAPERED 596E5,APPLIED A MINERAL AND FIBER BOARD"-(OPTIONAL,NOT 5HOWN)-FOR OPTIONAL 05E A5 AN ADDITIONAL.LAYER ON ONE 5/DE OF WALL.NOM 1/2 IN. THICK,4 VERTICALLY OR HORIZONTALLY. VERTICAL JOINT5 CENTERED OVER 57UD5 AND 5T466ER59 ONE STUD CAVITY ON OPP05/7E 5IDE5 OF 57105 FT WIDE WITH LONG DIMENSION PARALLEL AND CENTERED OVER 5TUD5.ATTACHED TO 5TVD5 AND FLOOR AND GEILIN6 RUNNERS WITH 1-5/6 1N.LONG 2.STEEL STUDS-CHANNEL SHAPED,3-55/6/N.DEEP(MIN)FORMED FROM MlN No MSG GALV STEEL SPACED 24 IN.OC MAX 57UCJ5 TO BE GUT 3/4 IN. HORIZONTAL EDGE JOINTS AND HORIZONTAL BM JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED OR BACKED BY STEEL TYPE 5 57EEL 5GREW5,SPACED 12 IN.CC. THE REQUIRED UL CLASSIFIED 6YR5M BOARD LAYEW5)15/ARE TO BE INSTALLED AS INDICATED A5 TO C LE55 THAN A55E49LY HE16HT. FRAMIN5.PANELS ATTACHED TO STEEL STUDS AND FLOOR RUNNER WITH 1 IN.LONG TYPE 5 57FEL 56RE{16 SPACED 6 IN OG WHEN APPLIED FA57V ER TYPE AND 5PA6ING,EXCEPT THAT THE REQUIRED FASTENER LENGTH SHALL BE INCREASED BY A MINIMUM OF 1/21N.NOT EVALUATED OR HORIZONTALLY,OR 6 IN.OG ALONG VERTICAL AND BOTTOM ED6E5 AND 12 IN.CG 1N THE FIELD W PEN PANELS ARE APPLIED VERTICALLY.WHEN INTENDED AS A 5U95TITUTE FOR THE REQUIRED LAYEW5)OF UL CLASSIFIED 6YP5/M BOARD. 2A.FRAMING MEMBER5"-STEEL 15TUD5-AS AN ALTERNATE TO ITEM 2-CHANNEL SHAPED 57UD5,MIN 3-5/6 IN.DEEP SPACED A MAX OF 24 IN. USED IN WlDTH5 OTHER THAN 46 IN.,C7rP%M PANEL5 TO BE 1N5TALLED HORIZONTALLY. OC.STUDS TO BE GUT 3/4 IN.LE55 THAN A55&-OLY HEIGHT. C6C INC-TYPES AR G,lP-AR 1P-Xl,1P-X2,PPG-AR 56X,5HX,WRG OR WRX. HOMA507F CO-HOMA507E TYPE 440-32 ALL57EEL d 6YP5UM PRO9U(6T5 INC -TYPE 5 FREME FRAMING SYSTEM q.LEAD BATTEN 5TRIP5-(NOT SHOWN,FOR U5E WITH 17EM 4E)-LEAD BATTEN 57R1P5,MIN l-1/21N.WIDE,MAX 10 FT LONG WITH A MAX 7HICKNE55 OF GERTAINTEED 6YF5IM INC-TYPE X, TYPE G. 0.125 IN.57-R1P5 PLACED ON THE INTERIOR FACE OF 57U95 AND ATTACHED FROM THE EXTERIOR FACE OF THE STUD WITH TWO I IN.LONG TYPE 5-I2 PAN CONSOLIDATED FABR16AT095 CORP, GERTAINTEED GYPSUM GANADA INC -TYPE X, TYPE G. HEAD 57EEL 5CREW5,ONE AT THE TOP OF THE 57RIP AND ONE AT THE BOTTOM OF THE STRIP.LEAD BATTEN 57RIP5 TO HAVE A PURITY OF ggLIZ C MEETING THE FEDERAL 5PE51FI6ATION QQ-L 201F,GRADE IC".LEAD BATTEN 5TRIP5 REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED GYPSUM BUILDING PRODUCT5 DIV-ITYPE SUPREME FRAMING 5Y57EM 6EOR61A-PAGIFIG 6YP5M L L 6-TYPE5 DAP,DAPG,D66,D5. BOARD(ITEM 4E)AND OPTIONAL AT REMAININ5 STUD LOCATIONS.REQUIRED BEHIND VERTICAL JOINT5. COUAIL RUN BUILDIN5 MATERIIAL5 INC-TYPE SUPREME FRAMING 5Y57EM LAFAR&E NORTH AMER16A INC-TYPE L6F66A,LGFG-CIA qA.LEAD BATTEN 5TRIP5-MOT 5HOAN,,FOR U5E WITH ITEM 0 LEAD BATTEN 5TRIP5,2 IN.WIDE,MAX lO FT LONG WITH A MAX THICKNE55 OF C 5CAFG0 STEEL 5TUD MANUF/•AG7URIN6 GO-TYPE 5 FREME FRAMING SYSTEM 0.0625 IN.57RIP5 PLACED ON THE FACE OF 5TU95 AND ATTACHED TO THE 5TUD WITH TWO MIN. 1 IN.LONG MIN TYPE 5-6 PAN HEAD STEEL 56REk6, UNITED STATES 6YP51M CO—TYPE AR C,FRX-6,IPAR,IP--X1,lP X2,IPG-AR,5CX,5HX,WRC,WRX,,U56X(JOINT TAPE AND COMPOUND,ITEM ONE AT THE TOP OF THE STRIP AND ONE AT THE BOTTOM OF THE 57RIP OR WITH ONE MIN.l IN.LONG MIN. TYPE 5-6 PAN HEAD STEEL 56REW AT THE TOP OF THE STRIP.LEAD BATTEN STRIPS TO HAVE A PURITY OF qqq�MEETIN5 THE FEDERAL SPECIFICATION 00-L-201F 6RADE"G"LEAD STEEL GONSTRIAGTION SYSTEMS INC—TYPE SUPREME FRAMING SYSTEM 5,OPTIONAL FOR USEWITN TYPE U56X1 BATTEN 5TRIP5 REQUIRED BEHIND VERTICAL JOINTS OF LEAD BACKED 6YP%MWALLBOARO 07EM 6)AND OPTIONAL AT RE MAININ6 5TU19 UNITED METAL PRCvzT5/NC—TYPE.SUPREME FRAMING 5Y5TEM USG MEXICO 5 A DE G V—TYPE AR,C,IP-AR,lP-Xl,lP X2,IPGAR 5GX,5HX WRG OR HRX. LOCATIONS. C 2B,FRAMING MEMBER50-STEEL 15TUD5-NOT SHOWN-IN LIEU OF ITEM 2-FOR U5E HIM ITEM 10,PROPRIETARY CHANNEL 5HAPE0 57EEL 571M 43..6YP5UM BOARD"-(AS AN ALTERNATE TO 17EM5 4 OR 4A)-NOM 3/4 IN. 7HICK,4 FT WIDE,INSTALLED AS DESCRIBED IN ITEM 4A WITH l0.LEAD DI5G5 OR TAB5-NOT SHOWN FOR USE WITH ITEM 4EJ-USED 1N LIEU OF OR IN ADDITION TO THE LEAD BATTEN STRIPS(ITEM 6)OR OPTIONAL 1-1/4 IN.WIDE BY MIN 3-5/6 IN.DEEP FABRICATED FROM MIN 0.020 IN. THICK 6ALV 5TEEL.57U95 GUT 3/4 IN.LE55/N LEN67H THAN A55EMBLY 56REN LENGTH INCREASED TO 1-1/4 IN. AT OTHER L06ATION5-MAX 3/4 1N.D1AM BY MAX 0.125 IN. THICK LEAD D1565 COMPRE55ION FITTED OR ADHERED OVER STEEL SCREW HEA95 OR MAX 1/2 IN.BY 1-1/4 IN.BY MAX 0.125 IN. THICK LEAD TABS PLACED ON 6YP5XM BOARDS(ITEM 4E)UNDERNEATH 5CRE1 LOCATIONS PRIOR TO THE NEl6HT. C6G INC-TYPES AR lP AR INSTALLATION GF THE 56RE k6 LEAD D15G5 OR TA55 TO HAVE A FVRITY OF qq.q3i5 MEETING THE FEDERAL 5PE5IFIGATION 00-L 20IF,6RA0E G I. CALIFORNIA EXPANDED METAL PRODIG75 CO-VIPER201 UNITED STATES GYPSUM CO-TYPES AR IP-AR. IOA.LEAD DISCS-NOT 5HQkN FOR 115E WITH ITEM 4,V MAX 5,46 IN.DIAM BY MAX 0.0625 IN. THICK LEAD D1565 6OMPRE-55/ON Fl nW OR CRA60 MFG INC-5M4R7E1-'57UD2Ot,5MART5TUD20t ADHERED OVER STEEL 56RE1N HEADS LEAD D1565 TO HAVE A PURITY OF qq.q%MEETING THE FEDERAL SPECIFICATION 00-L 20IF GRADE G1. 1156 MEXICO 5 A DE G V-TYPES AR IP-AR. C MARINO/WARE,DIV OF HARE/MDXSTRIES 4G.GYPSUMBDARD"-AS AN ALTERNATE TO ITEMS 4,4A,AND 4B-NON.5/6/N. THICK GYPSUM PANELS,WITH SQUARE LD6E5,APPLIED INC -VIPER20t HORIZONTALLY.6Y7`5M PANELS FASTENED TO FRAMING WITH I IN.LONG BL6LE HEAD STEEL 56REh5 SPACED A MAX 6 IN.OG,WITH LAST 2 SGRE:WS 3/4 IN.AND 4 IN.FROM EACH E96E OF BOARD.HORIZONTAL JOINT5 NEED NOT BE BACKED BY 57EEL FRAMING.HORIZONTAL EDGE JOINTS TELIN6 lRa6TRIE5 L L G--WFER201 AND HORIZONTAL BJTT JOINT5 ON OPP0517E SIDES OF 5TUD5 ON INTERIOR WALLS NEED NOT BE 5TA66ERE0 OR BACKED BY 57FEL FRAMING. 2C.STEEL 57VD5-(A5 AN ALTERARATE TO ITEM 2,FOR U5EWITH ITEM 4E)CHANNEL 5HAPE9,FABRICATED FROM MIN 20 M56 TEMPLE-INLAND-6REEWA55 TYPE X CORRO510N-PR07E5TE9 OR 6ALV/57EEL,3-I/2 IN.MIN DEPTH,5PAGE9 A MAX OF l6 IN.G'G.5TU95 FRICTION-FIT INTO FLOOR AND GEILIN6 RUNNERS.STUDS TO BE CUT 5/6 TO 3/41N.LE55 THAN A55EM5LY NEl6HT 40.6YlxUM BOARD"-AS AN ALTERNATE TO ITEMS 4,4A,4B,AND 46-NON.5/6 1N. THICK GYPSUM PANELS APPLIED HORIZONTALLY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING.HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPP0517E 5IDE5 OF 2,9.FRAMING MEMBER511-STEEL:57VD5-AS AN ALTERNATE TO ITEMS 2 THROU,6H 26-FOR U5E WITH 17EM ID AND 46 ONLY,CHANNEL SHAPED 5TU95 NEED NOT BE 5TA66ERE9.GYPSUM PANEL5 FA57ENE9 TO FRAMING WITH 1 IN.LONG TYPE 5 STEEL 5CREW51-l/21N.FROM BOARD ED6E5,3 57UD5,MIN 3-5/6 1N.WIDE FABRIC ATED FROM MIN 0.016 IN THICK 6ALV STEEL,SPACED A MAX OF 24 IN.OC.57U95 TO BE CUT V2 IN.LE55 THAN A IN.FROM BOARD ED6E AND EVERY 6 IN.OC IN THE FIELD.5GRE1N5 5PAGED A MAX 12 IN.ALONG THE TOP AND BOTTOM ED6E5 OF THE WALL. ` 55E MBLY NEl6HT. /1 NATIONAL 6YP51/M GO-TYPES FSK,F5K-6,FSK-G,FSW-G,F5W-6,FSW. GLARKPIE7RIGH BUILDING 57Y5TEM5-GD PROS7UD C 4E.GYPSUM BCARD"-(AS AN ALTERNATE TO 17E745 4 1T1RGU6H 4D)-INSTALLED AS DES6RlB1D IN ITEM 4.5/8/N. THICK 4 FT.WIDE,PAPER DMFGWB5 L L C-PRO5TUD? 5YRFAGED,APPLIED VERTICALLY ONLY AND FASTENED TO THE 57105 AND PLATE5 WITH 1 IN.LONG, TYPE 5 57FEL SCREWS SPACED,6 IN.OC.NOT C TO BE USED WITH 17EM 6. MBA BIILDIN5 SUPPL1E5-PRQ5IUD NATIONAL GYPSUM CO-SOUINDBREAK XP TYPE X GYPSUM BOARD SOUTHEASTERN STUD GOMIPONENTS INC -PR057UD 4F 6YP5UM BOARD"-(NOT 5HONW-(A5 AN ALTERNATE TO 17EM 4 WHEN 65LV AS THE BASE LAYER ON ONE OR BOTH 5/DE5 OF HALL.FOR 2E.FRAMlN6 MEMBERS"-57EEL!STUDS-A5 AN ALTERNATE TO ITEMS 2 TNRa6H 29-FOR V5E WITH ITEM lE AND 41 ONLY,CHANNEL SHAPED DIRECT ATTACHMENT ONLY TO STEEL 57U795 17EM 2C)-NOM 5/6 IN. THICK LEAD BACKED GYPSUM PANELS WITH BEVELED,500ARE OR TAPERED 57UD5,MIN 3-5/6 IN.WIDE FABRICATED FROM MIN 0.0/6 IN. THICK 6ALV STEEL,5PAGE9 A MAX OF 24 IN.06.5TU95 TO BE CUT I/2 IN.LE55 THAN ED6E-S,APPLIED VERTICALLY. VERTICAL JOINTS CENTERED OVER 5TUD5 AND 5T466ERE9 MIN 15TUD CAVITY ON OPP0517E SIDES OF STUDS. A55EM9LY HEIGHT. 6YP50M BOARD SECURED TO 577JD5 WITH 1-1/4 1N.LONG TYPE 5-I2 57EEL 5CREP15 SPACED 6 IN.OC AT PERIMETER AND 12 IN OG IN THE FIELD. TELLING INDUSTRIES L L C-7RUE-57VDt RAY-BAR E7N6/NEERlN6 CORP-TYPE RB-LB6 SEAL: BRED A REVISIONS/SUBMISSIONS: DRAWING TITLE: \c�( No yI DATE: DESCRIPTION: 11/28/11 VjUED FOR PERMIT 1/27/12 REV00111 tiO/`I M AROG WALL RATOG a4 No.029086 Q� 6 y� CAD FILE NAME: 11-1681 PROJECT TITLE: DATE: NSA PROJECT N e m s c h i c k Silverman Architects P.C. #: PEq/'O/AAL TRAI/1I/1GjTUDIO the business of ARCHITECTURE." 11J 520- - - - - - - -- A---- - ----- R- Al-- - - - ---- --- -- U - -- — MAI ----- -— T—U—C ---.._...... - CALE. DRAWING NO.. LOVE L/�/`IE s D MATTITUCK, NY 11952 430 Green Way, Cutchogue, New Yoir ----- - '— — �J /DOTED Phone : 631-734-7007 Fax : 6311-734-7347 SECTION: BLOCK: LOT: DRAWN BY: A- 1AL COPYRIGHT 2009 NEMSCHICK SILVERMAN ARCHITECTS P.C. MO 140 "5. TC