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HomeMy WebLinkAbout38619-ZTown of Southold P.O. Box 1179 ' 53095 Main Rd a� Southold, New York 11971 CERTIFICATE OF OCCUPANCY 5/4/2015 No: 37536 Date: 5/4/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 60 Great Peconic Bay Blvd, Laurel SCTM #: 473889 . Subdivision: Sec/Block/Lot: 145.-2-1.2 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/16/2013 pursuant to which Building Permit No. 38619 dated 1/9/2014 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: ONE FAMILY DWELLING WITH SIDE COVERED PORCH AND REAR DECK PER ZBA DECISION #5864 DATED 11-09-2008 AS APPLIED FOR The certificate is issued to Heslin, John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED R10-06-0078 02-24-2015 38619 12-30-2014 04-10-2015 9G Plumbing & Heating rqlzed,gignat4e Permit #: 38619 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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) Permission is hereby granted to: Heslin, John 26 Tiffany PI Brooklyn, NY 11231 Date: 1/9/2014 To: Construction of a new single family dwelling as applied for per ZBA, SCHED and DEC approvals. At premises located at: 60 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot # 145.-2-1.2 Pursuant to application dated 12/16/2013 To expire on 7/11/2015. Fees: and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,646.40 CO - NEW DWELLING $50.00 Total: $1,696.40 Building Inspector Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application 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 building, industrial 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 1. 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 $15.00 Date. New Construction: V/ Old or Pre-existing Building: Location of Property: 6_ -.no ?{ 1-COLLIeA( 5 IA House No. Street Owner or Owners of Property: AOr. A'D, 9&511 M,,° Suffolk County Tax Map No 1000, Section Block Subdivision Permit No. Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: ` Temporary Certificate Fee Submitted: $ Filed. Map. Applicant: (check one) Dt Hamlet a Lot �. Lot: Underwriters Approval: Final Certificate: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 ��oF so�ryo� Telephone (631) 765-1802 Fax(631)765-9502 roper. riche rt(a)-town.southoId. ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Heslin Address: 60 Great Peconic Bay Blvd City: Laurel St: NY Zip: 11948 Building Permit #: 38619 Section: 1455 Block: 2 Lot: 1.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Lowell Electrical License No: 3211-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 3 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: Modular house, NY State approval #19-60970, 200a underground service, generator transfer switch Notes: Inspector Signature: Date: Dec 30 2014 81 -Cert Electrical Compliance Form.xls D �CEoVE APR 10 2015 DLDG.DEPT i TONIN OF SOUTHOLD CERTIFICATION Date: 3 1► H l 15 Building Permit No. 30 � 19 Owner: 3 0 VA ` (Please print) Plumber: GG PLuf)i3lN& & MCATINC 'JNC GEc)eGE GE-OP-6ES (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of 20 15- 'A .- cL I J NotaryPublic,5 I K County (Pl s Signature) NATALIE A. TERILLI NOTARYPUBUC, STATE OR NEWYORK Rc6ftdOu No. 01TE6141823 Qualified in Suftolk Cody Omnnnission Expires Febmaey 27, 20ff— TOWN Of SOUTHOLD BUILDING DEPT. 765-1802 INSPS eTlf%NFOUNDATION IST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE &CHIMNEY I 1 FIRE RESISTANT CONSTRUCTION [ ELECTRICAL (ROUGH) [ ]CODE VIOLAT"N 13 [ ] ROUGH PLUMBING [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING c DATE lZ INSPECTOR pf SO!/T�olo Mum TOWN OF SOUTNOLD BUILDIN EPT. . 765-1802 INSPEC ON [ ]FOUNDATION 1 S ROUGHPLUMBING [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ }FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION REMARKS:-/� � J]� NSPECTOR 38G�9� OF SOpT�,o� courm,��. TOWN OF .SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION.. [ ]FOUNDATION iST [ ]/ROUGH PLUMBING [ ]FOUNDATION 2ND G�] INSULATION [ ] FRAINING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING REMARKS: DATE l I N S P SO(/T�, co TOWN OF SOUTHOLD BUILDING= DEPT., 765-1802' 1N -SPECT ON, [ ] FOUNDATION 1 ST. [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ' [ CAULKING REMARKS: DATE INSPECTOR OF SOUlyO� •ISS cOUNT'i,� TOWN* OF SOUTHOLD BUILDING'DEPT. 765-1.802 INSPECTION.- FOUNDATIONIST [ ]ROUGH PLUMBING [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING /STRAPPING [ ]FINAL [. ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) �J ELECTRICAL (FINAL). [ ]CODE VIOLATION [ ]CAULKING REMARKS: DATE- INSPECTOR ` �� OF so cOUM`I,� TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION:'.'. [ ] FOUNDATION 4 ST , [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING I STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ION [ ] CAULKING REMARKS:--'°•''� N DATE" �/ ° INSPECTOR 3�Gi r� TOWN OF S D BU1 NG DEPT. 765-1802 INS;: - y N [ ] FOUNDATION IST. [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 UL N [ ] FRAMING / STRAPPING [ FIN L9.i [ ] FIREPLACE & CHIMNEY [ ] FIRES INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f A ems— DATE L �� INSPECTOR TOWN, OF, SOUTHOLD BUILDING DEPT. 765-1802 -NISPECTIO. 0 PLUMBIl FOUNDATION. I ST'.- ROU -PLUMBING FOUNDATION 2ND ]I LATION FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING DATE. Z'r/';�? / � r ,/ ki -INSPECTOR LLEWELLYN ENGINEERING ENGINEERS AND ADJUSTERS FOR THE ASSURED March 15, 2014 Ron Barnish South Shore Docks PO Box 1418 Quogue, NY 11959 4J C E � V E SEP - 2 2014 BLDG. DEPT. TOWN OF SOUTHOLD RE: Wood Piling Certification for Heslin Residence #60 Great Peconic Bay Blvd., Laurel, NY 11948 Dear Mr. Barnish: As per your request, I have inspected the piling driving on the above job. Based upon the ENR formula for pile driving, all piles met or exceeded a 20 ton bearing capacity. The pile driving was done with a double acting air powered hammer rated at 8,750 ft -lbs. Pile lengths were 30'. The piles were marked as CCA -C, 1.0 PCF. Pile tips were 7" — 8" and pile butts were 10" —12". I hereby certify that the information contained herein is true and correct to the best of my knowledge and belief. If you have any questions feel free to call. Very truly yours, 4Greglellyn, P.E. 61 Shinnecock Hills Rd. Southampton NY 11968 631-287-5540 OBJECTIVE: To determine the pile bearing capacity of Southern Pine timber piles driven at Heslin Residence #60 Great Peconic Bay Blvd., Laurel, NY REFERENCES: Construction Planning Equipment & Methods, R.L. Peurifoy, 1979. GIVEN: Pile Length = 30' Pile Tip = 7" - 8" Pile Butt =10" —12" Driven Pile Length = 28' Double Rated MK9133 hammer @ 8,750 ft -lbs . Weight of Ram = 1,600 lbs Maximum Stroke =17" Speed in Blows per Minute =145 Air Stream PSI =100 CALCULATION: Using the ENR format for determining the load on a pile. R = 2E/(S+0.1), where R = Safe load in lbs & S = the average penetration per blow for the last 5 or 10 blows. R = 2(8,750)/(0.25+0.1) = 50,000 lbs. CONCLUSION: The piles driven exceed a 20 ton minimum bearing capacity. Dominick R. Pilla Associates Pc CONSULTING ENGINEERING August 29, 2014 Re: DRP Ref #13-061 Heslin Residence 60 Peconic Bay Blvd. Laurel, NY 11948 To Whom It May Concern: �FP - `1174 D BLDG. DEPT. TOWN OF SOUTHOLD "This letter is iri reference to the foundation eonstruction at the referenced address. Our office received photos of the reinforcement placement of the grade beams and pile caps from Resolution: 4 Architecture on 07/02/2014 and 07/07/2014. After review of the photos; it appears that the foundations have been constructed per structural documents issued by our office on 11/04/2013, and is in accordance with all applicable local codes. Sincerely, - Bryan Mahoney ID E C E 9 & E SEP -22014 BLDG. DEPT. TOWN OF SOUTHOLD D R P I LLA 1 23 Depew Avenue, Nyack, NY 109601 P: 845.727.7793 F: 63771 www.drpilla.com Simplex hiclustries, Inc. Keyser Valley Industrial Park I Simplex Drive Scranton, PA 18504 4/11/15 www.simplexLomes.com Serial Number: 8909 — Hcslin Residence Mr. Gasper Teresi Teresi Construction, Inc. Dear Gasper, (570) 346-5113 — Corporate (800) 233-4233 —Toll Free (570) 346-3731 — Corporate Fax (570) 346-3732 — Sales Fax The strapping incorporated into the build in the factory .for the abo-Te-mentioned house was inspected to confirm that this strapping was installed in accordance Nvidi the strapping manufacture's installation instructions and to the approved plans for this house. Sincerely, David E. Nice Engineering i\1anager Alanu%acturers of CUSTOnII QUALITYSingle Family Homes. Multi Family Townhouses and Commercial Buildings RESOLUTION: 4 ARCHITECTURE April 14, 2015 Re: Heslin Residence 60 Peconic Bay Blvd. Laurel, NY 11948 To Whom It May Concern: i i..,l •, ' i I APR 22 2X Qi DG. DFP'i'" This letter is to confirm that the bedroom egress windows comply with Section R310.1 of the New York State Residential Code. Sincerely, Robert L. Luntz, Partner i RED Agcy ` o�ERt L �Uhr N 02050' OF 150 WEST 28TH STREET SUITE 1902 NEW YORK NEW YORK 10001 T. 212 675 9266 F. 212.206.0944 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 20 Approved_ 20 Disapproved a/c Expiration -,20. DEC 16 2013 BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO.5 &(!!�:> (9 '2-" Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm -Water Assessment Form Contact: //,�� Mail to:�l Cl/l op Phone: �© TION FOR BUILDING PERMIT Date 1 !f , 20 / D INSTRUCTIONS a. This appliattorF lf_e cerrrpie ely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pla s,• accura e p of plan to scale. 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 neations, and to admit authorized inspectors on premises and in building for necessary inspections. t� lm PROII ERT PERMIT SERMCM Post Office Bon 697 Cutchogue, MY 11935-0617 (Signature &f*pli4#f or name, ifs corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder r Name of owner of premises — 66'1- 9,C)66D (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. Lk PCW Plumbers License No. it Electricians License No. It Other Trade's License No. u ion of House Number on which Street County Tax Map No. 1000 Subdivision done: Section Block C;� Filed Map No. Hamlet Lot %_d\. Lot 2. State existing use and occupancy of a. Existing use and occupancy. and occupancy of proposed construction: b. Intended use and occupancy / 3. Nature of work (check which applicable): New Building t/ Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost 000D Fee (To be paid on filing this alication) 5. If dwelling, number of dwelling units CIA'p, Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A all 7. 8. a Dimensions of existing structures, if any: Front ► `l Rear Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Dimensions of entire new construction: Front J7-7 Rear —7 Depth _ Height ac� `J� Number of Stories le) r�b 3 Size of lot: Front t Depth �tla•bIIJ3' 5 lor- �J o�.5� Rear 10. Date of Purchase a01a-Name of Former Owner _ 11. Zone or use district in which premises are situated e-410 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YES NO X Will exce s fill be removed om remises? YES > NO NY (id5t. 14. Names of Owner of premises Add- es r Phone No. .,Name of Architect Address Phone No Name of Contractor U14WIC 6120- Address Phone No. ( 1uihD1,L : 4 loo®X75--046 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESy/ 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 V 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. 18. Are there any covenants" fid restrictions with respect to this property? * YES NO *IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 1—. — litmerald, Jr. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signifrg contract above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me Cli da of j 20_L3 o ary Public 130MMILi.00 OSKI Notary Public, State Of New York- No. 01D06095328, Suffolk C unty Term Expires July 7, 20 t; James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino December 18, 2012 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. James E. Fitzgerald, Jr. Proper -T Permit Services PO Box 617 Cutchogue, NY 11935 RE: MARIE DILLER C/O JOHN DILLER 60 CREAT PECONIC BAY BLVD., LAUREL SCTM# 145-2-1.2 Dear Mr. Fitzgerald: ti Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The Southold Town Board of Trustees reviewed the survey dated December 7, 2012, and determined the proposed dwelling is 120' from the existing bulkhead and is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal -Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary. and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency.. 2 If you have any further questions, please do not hesitate to call. Sincerely, c� James F. King, President Board of Trustees JFK:amn New York State Department of Environmental Conservation Division of Environmental Permits, Region One Am. SUNY @ Stony Brook, 50 Circle Road, Stony Brook, New York 11790=3409 Phone: (631) 444-0365 • FAX: (631) 444-0360 Website: www.dec.state.ny.us Denise M. Sheehan Commissioner LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT John C. Diller December 6, 2006 R.O. Box 39 Laurel, NY 11948 Re: Application #1-4738-03639/00001 Diller;Property, 60 Peconic Ba ryBoulevard, Laurel, NY S.C.T.M. #1000-145-2-1.2 Dear Mr. Diller. Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the property landward of the pre-existing (prior to 8/20/77) bulkhead which is more than 100 feet in length, as':shown on tho"survey prepared by Alden W. Young on June 17,1947 and confirmed on Tidal Wetlands Map #704-536 and infrared aerial photograph #258 is beyond Article 25 (Tidal Wetlands Act) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised; however, that no construction, sedimentation, or disturbance of any kind. may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from -your project. Such precautions -may include maintaininge adequatWork area between the tidal wetland" � �" �. - jurisdictional' boundary and your project (i.e. a 15' to 20' wide construction area) .or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of. obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carraref Deputy Permit Administrator cc: NYSDEC, Marine Habitat Protection file (kaf) APPEALS BOARD MEMBERS 0 Ruth D. Oliva, Chairwoman Gerard P Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.northfork.net Mailing Address: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 1.1971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 RECEIVED ZONING BOARD, OF APPEALS 4 014 TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 NOV 21 .,.. J Se 'pold Town (lerb FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 9, 2006 ZB File No. 5884 — John Diller Property Location: 60 Great Peconic Bay Boulevard, Laurel CTM 145-2-1.2 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further SEQRA steps. PROPERTY FACTS/DESCRIPTION: The applicant's non -conforming 21,275 sq. ft. property is located. -in an R-40 Low -Density Residential Zone District with 52.58 ft. along -Peconic Bay Boulevard, 412.82 feet along the easterly side line, and 56.53 feet along the lower wood bulkhead at the high water line of Great Peconic Bay, shown on survey dated November 2, 2005 revised August 7, 2006 by Joseph A. Ingegno, Land Surveyor. (The neighbor's 10.2' by 18.3 accessory shed which is shown on the applicant's survey overlaps the easterly property line. The applicant confirmed by attorney letter dated May 31, 2006 that the shed will be relocated to a conforming location on the neighbor's property, removing the additional concern of nonconformity created by the shed.) BASIS OF APPLICATION: Zoning Code Sections 100-239.46 (280-116) and 100-244 (280-124), based on the applicant's request for a building permit and the Building Inspector's February 8, 2006 Notice of Disapproval stating that the proposed new dwelling construction is not permitted when a single side yard is less than 15 feet, total side yards are' less than 35 feet, and a setback is less than 75 feet to the bulkhead. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 28, 2006 and October 26, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED - A new 1536 square foot dwelling is proposed with nonconforming setbacks measured +/-30 feet at its closest point to the bulkhead and measured at 44 feet from the bulkhead along the high water mark of Peconic Bay. Also requested are reduced setbacks at 12 feet on the east side and 10 feet on the west side, at its closest points, instead of the code required 15 and 20 ft. minimum side yard setbacks, and less than the total side yards of 35 feet. Page 7 — November 9, 2006 ZB File No. 5884 — John Diller CTM No. 145-2-1.2 0 AMENDED RELIEF: During the September 28, 2006 hearing, the applicant was asked whether or not he would accept alternative relief that would provide some variance relief different than the plan Proposed, in that the house could be moved to meet the minimum setback from the bulkhead. By letter dated September 29, 2006, the applicant's attorney, William Goggins, stated that the owner consents to the same and furnished an Affidavit dated September 29, 2006 which also confirms the owner's intention to provide a continued'easement for electric if the existing utility pole and lines are removed or modified during the construction. After receiving testimony from nearby landowner(s) in writing, and testimony received during the October 26, 2006 public hearing, the applicant through his attorney submitted his Affidavit dated October 22, 2006 outlining knowledge of the area and history of the properties, other agency permits, erosion, wooden retaining wall, bulkhead, and similar environmental safeguards, and giving reasons why the application should be granted as applied in the original application and if the house is required to be located 75 feet from the bulkhead and 115 feet from the normal high water mark, further asking that the side yard relief be granted without a condition of reducing the height of the house from 29 feet to the top of the ridge to 26 feet. TOWN CODE CHAPTER 268 - LWRP DETERMINATION: The a dwelling set back less than the code pplicant is requesting a new -required 75 feet minimum from the bulkhead and 100 feet from the water pursuant to Chapter 268. A Determination of Inconsistency was issued under Chapter 268 (95) -Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) standards. Grant of alternative relief in this variance application modifies the setback, substantially to meet the minimum requirement of 75 feet to the bulkhead at its closest point under Chapter 280 (100) Zoning Code. Since there is sufficient land area available to increase the setback from the waterfront, it is reasonable to eliminate the extreme non -conformity proposed for a dwelling and require the greatest reasonable degree of conformity with the Zoning regulation under Section 280-116 (100-239.48) as well as the LWRP, which mandates the highest standards of coastal erosion/wetland/water bodies protection approved by New York State and Southold Town. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because the lot is narrow at only 52 feet in width, and the code requires a total side yard area 35 feet, or 15 feet on one side yard and 20 feet on the other side yard. A house only 17 feet wide would not be possible for the applicant. The alternative granted allows a house 30 feet at its widest point, and the remaining land is available to maintain at 1536 square feet (or more) for the applicant's home. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Although the property is 21,275 square feet in total size, and the depth of the property is over 400 feet long, the property is very narrow at only 52 feet. 3. The variances granted are substantial. Page 3'— November 9, 2006 ZB File No_ 5884 — John Diller CTM No. 145-2-1.2 4_ The difficulty has been self-created and is related to the desire to build a home that is larger than the minimum code required 850 square feet for a single-family dwelling. 5. Testimony and information has been submitted to suggest that additional variances to place a dwelling close to Great Peconic Bay will have an adverse impact on the physical or environmental conditions in this residential community. 6. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Chairwoman/Member Oliva, and duly carried, to DENY the variance as applied for, and to GRANT alternative relief providinto I -ca e a new dwelling with reduced side yard setbacks at 10 feet on the west side and. 12an13 feet on the easterly side (northeast and southeast corners of the home respectiv6ly as shown on the revised August 7, 2006 site survey, subject to the following conditions: The applicant's plan for a two-story home is permitted with reduced side yards as requested and shown on the survey last -revised August 7, 2006, prepared by Joseph A. Ingegno at 10 feet on the west side and 12 feet and 13 feet respectively on the east side. 2. The building height within the reduced side yard areas shall not exceed 26 feet measured from ground to the top of the ridge, or gable end of the building. 3. The third story area for a deck is not permitted as proposed. 4. The new home shall be no closer than 75 feet from the primary bulkhead located along the Flood Zone AE (and at least 100 feet from the high water bulkhead shown along Great Peconic Bay). 5. That proper storm water drains be properly installed to catch water runoff from the property from the multiple roof design of the home and be positioned at all ground level points on the property, Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code_ This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an Page 4 — November 9, 2006 ZB File No. 5884 — John Diller CTM No. 145-2-1.2 alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliv Chairwoman), Goehringer, Dinizio, Simon and Weisman_ This Resolution was duly adopted (5-0 . L d� - Ruth D. Oliva 11// �r/06 Approved for Filing BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Ken Schneider June 21, 2013 James E. Fitzgerald, Jr. Proper -T Permit Services P.O. Box 617 Cutchogue, NY 11935 Re: de Minimis request Dear Mr. Fitzgerald: OF SOUT�o � O o � aQ y40UNTY,� ' http://southoldtown.northfork.net Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 I am in receipt of your correspondence dated June 18, 2013 with the attached architectural plans, elevations and site plan. Upon review of the sketches you provided, the proposed deck stairs are permitted by code and therefore in keeping with the original decision, and as such, is de minimus. Our office will forward a copy of the conforming site plan and construction plan sheet #A110 dated 6/17/2013 to the Building Department. If our office can be of further assistance, please do not hesitate to contact us. Sin e , Leslie K s Weis an Chairperson/Department Head CC: Michael Verity, Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 OF SOUr�� o� S Telephone (631) 765-1802 ��,��::ax (631) 765- 5�2 roger.richert(w_town.south�o d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 14e� al- Date: �Pr� Company Name:O'oell Name: License No.: 2&// Address: 12f &It p M/ 0 Phone No.: _. lo'5 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: ��1 ss til Permit No.: Tax Map District: 1000 Section: Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) TL-" 1A &') 61 C�9'&) n-�_Lo ',2e_rV'1 0 e - Lot: (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 15 200 300 350 400 Other *New Service: Re-connec Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION( ) r /I _ao _/ q 82 -Request for Inspection Form 4 f. APR 2 220 55 Other Offices and Agencies in New England and NewJersey. Chicago Title Insurance. Company National service from the "SEE KEY CONTACT SHEET ATTACHED FOR ADDRESS/PHONE" New York Office. NUMBER DATE TRANSACTION RATE MANUAL REFERENCE INSURANCE 3805-95221 SEPTEMBER 6,_2005 MTG MTG MTG $ FEE FEE FEE $ Title Vested In: MUN. DEPT. SEARCHES: JOHN DILLER 1 NONE Insured, Fee: n, } Insured, Mtg: SURVEY INSTRUCTIONS: Delivery: 2 TO 1 PREMISES County: SUFFOLK State: NEW YORK Dist: 1000 Sec: 145.00 Blk: 02.00 Lot(s): 001.002 Address: 60 GREAT PECONIC BAY BLVD., LAUREL, NEW YORK Remarks: BANK/CLIENT REQUIREMENTS: BRUCE TO READ/L382-204 SPECIAL SEARCH -PLEASE RUN A VARIANCE SEARCH FROM 1/4/43 TO DATE***** NOTE TO EXAMINER: PLEASE SEE ATTACHMENTS -THE PRIOR SEARCH IS FROM 1893 FORWARD*** IF THIS IS A REFINANCE WITHIN TEN YEARS, YOU MAY BE ENTITLED TO A REDUCED PREMIUM. CONTACT THIS COMPANY IMMEDIATELY FOR DETAILS. Mailing Date: Prior Insurer/ AMENDMENT DATES SEPTEMBER 26, 2005 Prior Title Number Closing Date: TITLE GUARNT 809649-648 THANKYOU FOR YOUR APPLICATION FOR THE EXAMINATION OF TITLE TO THEABOVE DESCRIBED PREMISES. OUR CHARGES ON THE BASIS OF OUR FILED RATE SCHEDULEARE NOTED, SUBJECTTO ANY REVISION DUE TO ANY DESIRED CHANGE IN LIABILITY AND THE ADDITION OF ANY REQUESTED OR NECESSARY DISBURSEMENTS. WE SHALL DO OUR BEST TO REPORT THIS TITLE PROMPTLY AND FACILITATE TIS CLOSING. Very truly yours, Applicant Number: 6111919 - 0 0 0 Applicant FEE(1) Tel: (615)642-8246 Fax: MR. JOHN DILLER 162 CHARLESTON PARK NASHVILLE, TENNESSEE 37205 APPTYPCT 8-27-93 HOUSE ACCOUNT RIVERHEAD - 3,308 008/LL Applicant MTG(2) Tel: Fax: CHICAGO TITLE INSURANCE COMPANY "SEE KEY CONTACT SHEET ATTACHED FOR ADDRESS/PHONE" VARIANCE SEARCH TITLE NO.: 3805-95221 COUNTY OF SUFFOLK } }SS STATE OF NEW YORK } THIS IS TO CERTIFY THAT AS OF 9/10/05 JOHN DILLER, IS THE OWNER OF RECORD OF DESCRIBED PROPERTY KNOWN AS DISTRICT 1000 SECTION 145.00 BLOCK 02.00 LOT 001.002 THAT HE ACQUIRED TITLE THERETO BY DEATH OF MARIE DILLER WHO DIED 12/22/67 PROBATE NO. 1604P1967; THAT WE HAVE MADE A SEARCH OF THE RECORDS OF THE SUFFOLK COUNTY CLERK AND/OR REGISRAR'S OFFICE, AND THAT SAID SEARCH SHOWS THAT NEITHER THE SAID OWNER NOR ANY PREDECESSOR IN TITLE OF THE SAID PREMISES OWNED CONTIGUOUS PROPERTY AT ANY TIME SINCE 1/4/43 EXCEPT AS FOLLOWS: NONE THAT THE APPLICANT HEREIN DOES NOT OWN ANY CONTIGUOUS PROPERTY EXCEPT AS FOLLOWS: NONE THIS CERTIFICATION IS MADE WITH THE INTENTION OF THE RELIANCE THEREON BY THE BOARD OF APPEALS AND/OR BUILDING DEPARTMENT OF THE TOWN OF SOUTHOLD. THE LIMIT OF LIABILTY UNDER THIS CERTIFICATE, FOR ANY REASON WHATSOEVER, WHETHER BASED ON CONTRACT OR NEGLIGENCE, SHALL NOT EXCEED $25,000.00, AND SHALL BE CONFINED TO THE APPLICANT TO WHOM THIS CERTIFICATE IS ADDRESSED, OR THE COUNTY OF SUFFOLK. CHICAGO TITLE INSURANCE COMPANY BY BRUCE N. PHILLIPS SR. (631) 284-2406 SWORN TO BEFORE ME THIS 27TH DAY OF SEPTEMBER, 2005. ,-J., Jla ' N ARY PUBLIC, SUFFOLK COUNTY, N.Y. TOMSON Eo SHEN Notts► Publla Stab Of NOW 1E�t6 VARIM 5246MI00 Stdbpc urawwo DPW* moud sio o oL` I 6 VARIANCE SEARCH (Continued) TITLE NO.: 3805-95221 SUBJECT PREMISES: DIST. 1000 SEC. 145.00 BLOCK 02.00 LOT 001.002 DEED MARTHA A. ALBIN TO CHARLES J. MC NULTY DATED: 1/4/189.3 RECORDED: 1/9/1893 LIBER 382 PAGE 204 -CHARLES--J. MC NULTY DIED 5/25/1943 FILE NO. 291P1943 LEAVES PREMISES TO MARIE DILLER MARIE DILLER DIED 10/22/•67 FILE NO. 1604P1967 LEAVES PREMISES TO JOHN C. DILLER TITLE FOUND IN JOHN C. DILLER LAST OWNER OF RECORD PREMISES ON NORTH: PECONIC BAY BOULEVARD PREMISES ON EAST: DIST. 1000 SEC. 145.00 BLOCK 02.00 LOT 001.003 DEED MARTHA A. ALBIN TO CHARLES J. MC NULTY DATED: 1/4/1893 RECORDED: 1/9/1893 LIBER 382 PAGE 204 CHARLES J. MC NULTY DIED 5/25/1943 FILE NO. 291P1943 LEAVES PREMISES TO MILDRED C. MC NULTY MILDRED MC NULTY DIED 6-/8/99 FILE NO. 1383P1999 LEAVES PREMISES TO NEPHEW JOHN R. MC NULTY AND JOAN 1 C NULTY /HIS WIFE TITLE IS FOUND IN JOHN J. MC NULTY AND JOAN MC NULTY� HIS WIFE LAST OWNER OF RECORD VARCONT 2 - CONTINUED - VARIANCE SEARCH (Continued) TITLE NO.: 3805-95221 PREMISES ON SOUTH: GREAT PECONIC BAY PREMISES ON WEST: DIST. 1000 SEC. 145.00 BLOCK 02.00 LOT 001.001 DEED MARTHA A. ALBIN TO CHARLES J. MC NULTY DATED: 1/4/1893 RECORDED: 1/9/1893 LIBER 382 PAGE 204 CHARLES J. MC NULTY DIED 5/25/1943 FILE NO. 291PI943 LEAVES PREMISES TO_JOHN MC �;NULTY- JOHN F. MC NULTY DIED 4/15/82 FILE NO. 80OP1982 LEAVES PREMISES TO ;;FRANK J. MC ,"IQULTY; WILLIAM E :--MC`-NLiLTY AND JOHN R. MC NULTY WILLIAM E. MC NULTY DIED 6/17/93 FILE NO. 2494P93 LEAVES PREMISES TO WIFE MAJREFN it-l-�T :: MC'- NULTY DEED FRANK J. MC NULTY AND JOHN R. MC NULTY TO MAUREEN T. MC NULTY DATED: 8/6/97 RECORDED: 8/22/97 LIBER 11847 PAGE 809 (AN UNDIVIDED 2/3 INTEREST) LAST OWNER OF RECORD 0 VARCONT 3 - CONTINUED - CHICAGO TITLE INSURANCE COMPANY 901 EAST MAIN ST. STE.500 RIVERHEAD, NY 11901 (631) 727-4455 MR. JOHN DILLER 162 CHARLESTON PARK NASHVILLE, TN 37205 TITLE NO.: 3805-95221 DILLER/ PREMISES: 60 GREAT PECONIC BAY BLVD., LAUREL, NY prelim PAGE: 001 DATE: September 28, 2005 CUST# 6111919-000 CODE DESCRIPTION AMOUNT ---- ----------- 092 VARIANCE SEARCH I 350.00 DEPOSIT/PAYMENT - 09/09/05 I -350.00 BALANCE DUE: $0.00 NOTE: In case of cancellation of this Special Search, the fees charged will remain the same. The above represents an estimate of your title costs to date. These charges are subject to change based upon the structure of your transaction and additional work which may be performed. Thank You. CHICAGO TITLE INSURANCE COMPANY p 901 EAST MAIN STREET, Suite 500 RIVERHEAD, N.Y. 11901 1-800-441-0923 or 631-284-2400 Fax 631-727-4407 or 631-727-2161 Website: Titleinsuranceny.com Location Manager: Alexandra. Bossung...................................... :.............................. 284-2462 Office Counsel: JohnnyD. Hall ............................................................................284-2419 Of Counsel: Tomson S. Sheh Closing Department: CarolBrooks.............................................................................284-2464 Law Department: CarolSzalay..............................................................................284-2422 Bruce N. Phillips Sr.....................................................................284-2406 Senior Title Officer Customer Service Supervisor: Lenore Linekin................. . .........................................................284 -2465 Application Department/Customer Service: Lenore Linekin...........................................................................284-2465 SaraWarner................................................................................284-2400 Sales Department: SheriBoddy...............................................................................284-2468 Maria Winter Kanka..................................................................... 284-2466 Production Services Manager: Marion Latham..... _.................................................................914-684-3600 Sales & Marketing Manager: Carol DiLaurenzio................................................................1-800-521-0114 Proper -T Permit Services POST OFFICE BOX 617, CUTCHOGUE, NEW YORK 11935-0617 December 16, 2013 Chief Building Inspector Town of Southold Post Office Box 1179 Southold, New York 11971 Re: Application for Building Permit for John D. Heslin, SCTM #1000-145-2-1.2 Dear Sir: (631) 734-5800 Attached is a completed Application for Building Permit submitted on behalf of John D. Heslin for the construction of a dwelling with a well and a private sewage disposal system on his property at 60 Peconic Bay Boulevard in Laurel. Also enclosed are a number of supporting documents and a check made to Town of Southold in the amount of $250 as a preliminary part payment of the to -be -determined fee. Your records will show that a Building Permit was previously issued to John C. Diller for the construction of a single-family dwelling very similar in footprint to that currently proposed: Building Permit No. 3 77 10, dated 12/24/12. If there are any questions, please call me. Rof Enclosures: Application for Building Permit Check, $250 toward permit fee Letter of Authorization Building plans (RES4, dated 11/20/13, and others)(4 copies) Survey of Property (Corwin, last dated 8/12/13)(4 copies) SCDHS Permit (R10-06-0078, dated 11/15/12) Southold Trustees' Letter of Non -Jurisdiction NYSDEC Letter of Non -Jurisdiction Southold ZBA De Minimus Determination, dated 6/21/13 Town Septic Form SWPPP Assessment Form Floodplain Development Permit Application Application for C/O Check, $50 fee for C/O a subsidiary of THE PECONIC EASTERN CORPORATION 15 Tiffany Place, ;Apt PH6 , Brooklyn, New York 11231 Chief Building Inspector Southold Building Department Post Office Box 1179 Southold, New York 11971 Dear Sir: Please be advised that I hereby designate and authorize James E. Fitzgerald, Jr. of Proper -T Permit Services to act in my behalf as my agent in the submission and;processing of an appli- cation for a permit to construct a single-family dwelling and to install a private Well and a pri- vate sewage disposal system on my property located at 60 Peconic Bay Boulevard in Laurel, and designated by Suffolk County Tax Map No. 1000-145-2-1.2, and to furnish, upon request, supplemental information in support of the application. Sincerely John D. Heslin �1pGPaC SURVEY OF PROPERTY SIT UA TED AT LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-145-02-1.2 oQJO\c� S�R��� Vv SCALE 1 "=40' \Syzs ���``' .'�pFQP NOVEMBER 2, 2005 GAP ro JANUARY 13, 2005 ADDED PROPOSED HOUSE v0�` , • ,+•�' Frac• ty AUGUST 7, 2006 REVISED PROPOSED HOUSE Q , hg MAY 26, 2011 STAKE SOUTHERLY PORTION OF WEST PROPERTY LINE IT5 NOVEMBER 1, 2012 REVISED PROPOSED HOUSE LA Co. AREA = 21,275.42 sq. ft. O^: : ; �Ooa�.�°��'6 x 179 tJ (TO BULKHEAD) 0.488 ac. ° NOTES: TES: G 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ybtry �> EXISTING ELEVATIONS ARE SHOWN THUS: L_0 cA h �> 4 EXISTING CONTOUR LINES ARE SHOWN THUS: - — — — -5- — — — - 774 F.FL. - FIRST FLOOR 174 G. FL. - GARAGE FLOOR 7.. B. - TOP OF BULKHEAD O B.B. - BOTTOM OF BULKHEAD (]+W. W. - TOP OF WALL B.W. - BOTTOM OF WALL 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. `L 1 TANK; 8' LONG, 4'-3' WIDE, 6'-7' DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2 POOLS; 6' DEEP, 8' dia. x te.o PROPOSED EXPANSION POOL 1� 7.5 j ® PROPOSED LEACHING POOL 7.5 lb ®PROPOSED SEPTIC TANK ^^ ^ ""%�'�-•-u�+�a��+�s �:�=sx 4. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO483 H SUFFOLK COUNTY DEPA111 a '100 HEALTH SERVICESZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); A. p� BASE FLOOD ELEVATIONS DETERMINED PERMIT FOR APPROVAL O'KbId STRUC'iIOM F`iR fy ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. I SINGLE FAMILY RE VNCE 0-N-LY; I B E0 77. ` S• CO"014 P19 �xiR2 p —7 x 17 DATE C ! Ij S. NO. � ( APPROV D ' FOR PMMUNIOF BE :00ms EXPIRES''HREF VEA; P0`(�& ,72 17.3 G o a C_ VA —15 TEST HOLE DATA2 �`�' \6 1 L`75.6 \� _x .4 / /74 Plo 0_111 \o lf9 (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON NOVEMBER 18, 2005) n 'z :::•::•:•.':!i•:•:•i. 1010, - 9" EL 138AO' . :•a , •`.. ,4.3•:.x::: BROWN SANDY LPW OL 0.5' ;O ti {•i:•i:•i:•ii:..k-+.•'•."..yV i / BROWN SILTY SAND SM / '.''................:... \3� Z' 1hii:5::.:.fi•:w:•'r.:. �j4.o\ BROWN CLAYEY SAND SC o,'lf\"'r+'• :?�+ OLE \\ 1 R 4' / 13,5 PALE BROWN FOIE SAND SP•: " '„f•' ..: 1 � ooF EL 1.1' lar /ta Oaf,+ ,1 r704i0`iSF. WATER IN PALE BROWN TINE SAND SP pR(V�'\' ,NpOO es '1iaF, / ERpM4 ,r � '�� � 12.6 �`�'•' I•' poo o z.x \ X00 pE I •0, DRAINAGE SYSTEM CALCULATIONS: $ \ 3,_ x / • D 0 ROOF AREA: 1,371 sq. ft. 1, A 371 sq. ft. X 0.17 = 233 cu. ft. '0;s 233 cu. ff. / 42.2 = 5.5 vortical ft. of 8' dia. leaching pool required UTA �. PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS50 g9 PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: / / 1 g1'00l 13 STANDARPREPARD I FOR COTTREDANCESURIT AS ESTABLISHED �� \WH THE MINIMUMO •1+"'-S pN ,ry 7. T4Q �� ,`� \� BY THE LIALS:sAND•APPROVED AND ADOPTED y\\,•( K" CA N,'/ .�O 4b FOR SUCHrUSE BY EW YOR STATE LAND `�7 TITLE A \I�T oN. '91 �/ k" tgao-, + ycPR�4� �r�' Q�p 'Pop. (� Roy1 N 10 Oaf \ A. �v F �i S. ic. No. 50467 1'"• sO v -'r `1! UNAUTHORIZED ALTERATION OR ADDITION 11 Co m, 1 CV \ TO THIS SURVEY IS A VIOLATION OFSECTION �t'u Nathan fVlbo�win III EDUCATION2U+W. 09 F THE NEW YORK STATE ^ COPIES OF THIS SURVEY MAP NOT BEARING `�r�/) Land Surveyor THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED 4�7 �• �`�•�> TO BE A VAl1D TRUE COPY. '0z' - CERTIFICATIONS CERTIFICATIONS INDICATED HEREON SHALL RUN 11� h' d ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE e..o ^'� •,_ Joseph A. Ingegno LS. TITLE COMPANY, GOVERNMENTAL AGENCY AND i%"F' LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout TO THE ASSIGNEES OF THE LENDING INSn- PHONE (631)727-2090 Fax (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. S THE EXISTENCE OF RIGHT OF WAYS OFFlCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF rY 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jomesport, New York 11947 TEST HOLE DATA y n (TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 18, 2005) t� Z C, EL. 13.8' 0• Y� -,� / BROWN SANDY LOAM OL BROWN SILTY SAND SM z, BROWN CLAYEY SAND SC �� O 4' �f �°P atitiRy PALE BROWN FINE SAND SP W\tN EL. I.I. 12.7' ONS�UG\ ON WATER IN PALE BROWN FINE SAND SP V,\�1N 9 NPS OF- 7' � �0 1NE 5 T. S�A('E pR oy>o �E 1N P DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 1,668 sq. ft. 1,668 sq. ft. X 0.17 = 284 cu. ft. 284 cu. ft. / 42.2 = 6.7 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 7' high STORM DRAIN POOL PROPOSED 8' DIA. X 7' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L PPROVED AND ADOPTED FOR SUC -RK STATE LAND Tljp t I 1y yL4e pYOe UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR - EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY SITUATED AT LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-145-02-1.2 SCALE 1 "=40' NOVEMBER 2, 2005 JANUARY 13, 2005 ADDED PROPOSED HOUSE AUGUST 7, 2006 REVISED PROPOSED, HOUSE MAY 26, 2011 STAKE SOUTHERLY PORTION OF WEST PROPERTY LINE NOVEMBER 1, 2012 REVISED PROPOSED HOUSE DECEMBER 7, 2012 REVISED NOTES.& PROP. HOUSE LOCATION DECEMBER 26, 2012 SHOW PORTION OF DRIVEWAY REMOVED AUGUST 12, 2013 REVISED PROPOSED HOUSE AREA = 21 ,275.42 sq. ft. (TO BULKHEAD) 0.488 ac. CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY JOHN DILLER JOHN D. HESLIN NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - -5- - - - F. FL. - FIRST FLOOR CYL. - GARAGE FLOOR T.B. - TOP OF BULKHEAD B.B. - BOTTOM OF BULKHEAD T.W.- TOP OF WALL B.W. - BOTTOM OF WALL 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2 POOLS; 6' DEEP, 8' dia. ^f. PROPOSED EXPANSION POOL ® PROPOSED LEACHING POOL ®PROPOSED SEPTIC TANK 4. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610300483 H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. SHED .1. PID �1 i E p05 O � Ex O N Z z O C) - 56 — 8 v -A 1 ,a.s P�Op t43x a `\X OpOgEDPy� N N ��o-'�\oON °�� oil 06N b o ��. 0�5�� vo \A HOLE V\ \ P S \ 17.5 �f 5 � N�J A�. a'�a��°�° ���•FE s� 17.3 5S x,79 C9 Glx pp 2 blo m o CR 17.4 9� L 17.4 ICA0 0� Z 501 " L UZS I 1 5\x182 I 5.9 °� 0 ,178 �S / �1 -0 O / o I N, A rn , 17- �.. .... 1L c I,o' U 2� `n TEST HOLE DATA y n (TEST HOLE DUG BY McDONALD GEOSCIENCE ON NOVEMBER 18, 2005) t� Z C, EL. 13.8' 0• Y� -,� / BROWN SANDY LOAM OL BROWN SILTY SAND SM z, BROWN CLAYEY SAND SC �� O 4' �f �°P atitiRy PALE BROWN FINE SAND SP W\tN EL. I.I. 12.7' ONS�UG\ ON WATER IN PALE BROWN FINE SAND SP V,\�1N 9 NPS OF- 7' � �0 1NE 5 T. S�A('E pR oy>o �E 1N P DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 1,668 sq. ft. 1,668 sq. ft. X 0.17 = 284 cu. ft. 284 cu. ft. / 42.2 = 6.7 vertical ft. of 8' dia. leaching pool required PROVIDE (1) 8' dia. X 7' high STORM DRAIN POOL PROPOSED 8' DIA. X 7' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L PPROVED AND ADOPTED FOR SUC -RK STATE LAND Tljp t I 1y yL4e pYOe UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR - EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY SITUATED AT LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-145-02-1.2 SCALE 1 "=40' NOVEMBER 2, 2005 JANUARY 13, 2005 ADDED PROPOSED HOUSE AUGUST 7, 2006 REVISED PROPOSED, HOUSE MAY 26, 2011 STAKE SOUTHERLY PORTION OF WEST PROPERTY LINE NOVEMBER 1, 2012 REVISED PROPOSED HOUSE DECEMBER 7, 2012 REVISED NOTES.& PROP. HOUSE LOCATION DECEMBER 26, 2012 SHOW PORTION OF DRIVEWAY REMOVED AUGUST 12, 2013 REVISED PROPOSED HOUSE AREA = 21 ,275.42 sq. ft. (TO BULKHEAD) 0.488 ac. CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY JOHN DILLER JOHN D. HESLIN NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: - - - - -5- - - - F. FL. - FIRST FLOOR CYL. - GARAGE FLOOR T.B. - TOP OF BULKHEAD B.B. - BOTTOM OF BULKHEAD T.W.- TOP OF WALL B.W. - BOTTOM OF WALL 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 2 POOLS; 6' DEEP, 8' dia. ^f. PROPOSED EXPANSION POOL ® PROPOSED LEACHING POOL ®PROPOSED SEPTIC TANK 4. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 3610300483 H ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. SHED .1. PID �1 i E p05 O � Ex O N Z z O C) - 56 — 8 v -A 1 ,a.s P�Op t43x a `\X OpOgEDPy� N N ��o-'�\oON °�� oil 06N b o ��. 0�5�� vo \A HOLE V\ \ 1_9 `\ \ 01 Ile 17.5` <D V1 �0°�c x� LO :: 17.3 � �. V.1 SURVEY OF PROPER'L'Y SITUATED AT LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX .No. 1000-145-02-1.2 SCALE 1 "=40' NOVEMBER 2, 2005 JANUARY 13, 2005 ADDED PROPOSED HOUSE AUGUST 7, 2006 REVISED PROPOSED HOUSE MAY 26, 2011 STAKE SOUTHERLY PORTION OF WEST PROPERTY LINE NOVEMBER 1, 2012 REVISED PROPOSED HOUSE DECEMBER 7, 2012 REVISED NOTES & PROP. HOUSE LOCATION DECEMBER 26, 2012 SHOW PORTION OF DRIVEWAY REMOVED AUGUST 12, 2013 REVISED PROPOSED HOUSE SEPTEMBER 10, 2014 ASBUILT SURVEY AREA = 21 ,275.42 sq. ft. .t,. (TO BULKHEAD) 0,488 QC. O °�o°�• hg6y� a NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM y� 77.4 EXISTING ELEVATIONS ARE SHOWN THUS: 17.4 17.4 EXISTING CONTOUR LINES ARE SHOWN THUS: - — — — -5- — — — - J F.FL. - FIRST FLOOR T.B. GARAGE FLOOR OJ T.B. - TOP OF BULKHEAD B.B. - BOTTOMOF BULKHEAD T SO �� T. W. - TOPPOF OF WALL a. W. - BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO483 H x,BO ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 17.5 1xZ_ ♦'b 159 a"C NCEIAD �x tB•2 x 77.8 1A. 17.2 17.0 x 7 N O _ 1z 'z �. _ � _E. _. N xx N� X15 7-A SEP 12 2014 °�� 'moo o �,-- G1 Z BLDG. DEPT. -A TOWN OF SOUTHOLD \73.5 o`1E,10 501E PP 1RE5 . OF OV�C SOS\ �j00° O ok 10 �^ �a 12.4x i CIO \yy DDO K 1a_b PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED ��{{ - - _ W TITLE A SOCIA l0N THE NEW �SRI�OToA kl�� A 15 ci-4 0J O W N.Y.S. Lic. N K467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF in Taf ;b' II ESECTION DUCATION2LAWOF THE NEW YORK STATE �'.�-....,...--�� COPIES OF THIS SURVEY MAP NOT BEARING and Surveyor THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL, NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN essor To: Stan le J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Y IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND Y TO THE ASSIGNEES OF THE LENDING INSTI- r27-2090 Fax (631727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 4TED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. DL' � lJ E U I " APR 10 2015 , DLDG. DFP7 FOt�-,Ifv' OF SOUTHOLD OQJgNO cp. di y xlu N - M- E fx 3� tel. % A r SU F011 K CC):.RNT'L' €: ER'>U" iV7E'Ns OF HEALTH SERVICES fyrly !Y^'!^ S Try` I � �.. _� �..: L E',a.1� : EES WbFZICS FOR A SIN( RESIDENCE Daae. FEB 2 A 20154 .-.S. Ref. FEa. _� � 0 � . � 0 7 €;;I�k7Sti'mI and f2clIlties 7 ii %:C; losrl have Beef Gass a c md-I r' CGfL'tlec € y this�Jd=."f3wl [fll�� T ti and froUnd t( FOR sRa ITC` UAL1110 Gf me of w asiewatpP ymamagenie t UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY SITUATED AT LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-145-02-1.2 SCALE 1 "=40' NOVEMBER 2, 2005 JANUARY 13, 2005 ADDED PROPOSED HOUSE AUGUST 7, 2006 REVISED PROPOSED HOUSE MAY 26, 2011 STAKE SOUTHERLY PORTION OF WEST PROPERTY LINE NOVEMBER 1, 2012 REVISED PROPOSED HOUSE DECEMBER 7, 2012 REVISED NOTES & PROP. HOUSE LOCATION, DECEMBER 26, 2012 SHOW PORTION OF DRIVEWAY REMOVED. AUGUST 12, 2013 REVISED PROPOSED HOUSE 'SEPTEMBER 10, 2014 ASBUILT SURVEY DECEMBER '16, 2014 LOCATE HIGH WATER MARK FEBRUARY 17, 2015 FINAL SURVEY AREA = 22,932 sq. ft. (TO HIGH WATER) 0.488 4C. NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:m EXISTING CONTOUR LINES ARE SHOWN THUS: - — — — -5- — — — - F.FL - FIRST FLOOR G.FL.- GARAGE FLOOR T.B. - TOP OF BUUGHFPO B.B. - BOTTOM OF BULKHEAD T.W. - "TOP OF WALL B.W. - BOTTON OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO483 H ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2R ANNUAL CHANCE FLOODPLAIN. 3. ADDITIONAL STRUCTURES AND FEATURES IF ANY ARE NOT SHOWN DUE TO SNOW AND ICE COVER AT DATE OF FINAL SURVEY (FEBRUARY 17. 2015). SEPTIC SYSTEM TIE DISTANCES COVER HOUSE CORNER A" HOUSE CORNER"B" SEPTIC TANK 17' 22• OUTLET COVER CESSPOOL 28.5' 38' COVER 1 CESSPOOL 41' 42' COVER 2 " t 0 alg' SUV -r-. CO. HEALTH vERMCES grgcE OF 149STRIPJE. Rudy �. New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 3RD FLR, MELVILLE, NEW YORK 11747-3129 Phone: (631) 756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A 112279279 TERESI CONSTRUCTION INC PO BOX 2488 SOUTHAMPTON NY 11969 POLICYHOLDER TERESI CONSTRUCTION INC PO BOX 2488 SOUTHAMPTON NY 11969 CERTIFICATE HOLDER TOWN OF SOUTHOLD 54375 ROUTE 25 PO BOX 1179 SOUTHOLD NY 1197' POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12303517-3 191004 12/27/2013 TO 12/27/2014 6/3/2014 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2303 517-3 UNTIL 12/27/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 12/27/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT GASPER TERESI TERESI CONSTRUCTION INC (ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 685659711 I iaa .14 �'� �® CERTIFICATE OF LIABILITY INSURANCE A DATE 6/3/ 014 rn THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Maloney and Maloney Inc. 108 West Montauk HighwayEMAIL P.O. BOX 1024 Hampton Bays NY 11946 NT NAME:CT Kate Maloney Celi PHONE (631)728-0400 FAX Noi: (631)728-0695 ADDRESS keeliftaloney-maloney.com INSURER(S) AFFORDING COVERAGE NAIC q INSURER A. -Scottsdale Insurance Co. INSURED Teresi Construction, Inc. P.O. Box 2488 ,Southampton NY 11969 INSURER B INSURERC: INSURER D: INSURER E INSURER F: f-nvc0Ar_Gc r_FRTIFIr`ATF !4 IMRFR•CL146305756 REVISION NUMBER: vTHIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN POLICY NUMBER MMIDCDY/YYYY POLICY EXP LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE DOCCUR PO BOX 1179 SOUTHOLD, NV 11971 ZPS1788732 0/2/2013 0/2/2014 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RFNTEIT__ PREMIE Ea rrenoal $ 100,000 IVIED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY JECT PRO LOC PRODUCTS - COMP/OP AGG $ 2,000,0001 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS OMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Per accident F� UMBRELLA UAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOWPARTNER/EXECUTIVE Ya OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A VY C STATU- OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS f LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) CFRTIFICATF 41n1 nFR CANCFLLATInN ACORD 25 (2010/05) INS025 (201005).01 ©1988-201.0 ACORD ]CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. TOWN OF SOUTHOIrD 54375 ROUTE 25 AUTHORIZED REPRESENTATIVE PO BOX 1179 SOUTHOLD, NV 11971 ACORD 25 (2010/05) INS025 (201005).01 ©1988-201.0 ACORD ]CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD bearer is duly licensed by the County of Suffolk SUFFOLK COUNTY DEPT OF LABOR, LICENSING & CONSUMER AFFAIRS HOMEIMPROVEMENT• CONTRACTOR LICENSE NWE GASPER TERESI BUSNEss wwE TERESI CONSTRUCTION INC uun,. Numbs o.e. iaawa 52681-H 12/10/2013 IExeuunorso�re 12/01/2015 ANDREW M. CUOMO 'GOVERNOR September 27, 2013 Mr. David Nice, Director of Engineering Simplex Industries, Inc. One Simplex Drive Scranton, PA. 18504 STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA 99 WASHINGTON AVENUE ALBANY, NY 12231-0001 RE: Approval Number: MO 186-2013-081 Manufacturer's id: Heslin Residence Modification to approved system Dear Mr. Nice: CESAR A. PERALES SECRETARY OF STATE Issued herewith in response to your application received September 6, 2013 for approval of a modification to an approved system is the Factory Manufactured Approval designated as M0186-2013-081, as authorized under Part 1209 of Title 19 NYCRR, Division of Code Enforcement and Administration. The approval is indicated by the New York State Department of State's Notice of Approval, and Stamp of Approval placed on the set of plans accompanying this letter. This approval will remain in effect for a period of two years from the date of approval, unless sooner revoked, and is subject to renewal thereafter. Conditions of approval include verification to the code official that the following items comply with the 2010 Residential Code of New York State: the floor above the garage shall comply with horizontal separation requirements of section R309.2.2; and each bedroom to have egress complying with section R310. All fees required for this approval were paid as follows: Filing Fee $ 50 Review Fee $200 $-N-0- Total 200Total $ 250 If you have questions regarding this approval, please feel free to contact me. Sincer ely, �. Miriam McGiver, PE Sr. Building Construction Engineer Division of Code Enforcement and Administration Enc. WWW.DOS.NY.GOV E-MAIL: INFO@DOS.NY.GOV NEW NEW YORK STATE DEPARTMENT OF STATE ■ Division of Code Enforcement and Administration e ■ One Commerce Plaza, 99 Washington Avenue ■ ■ Albany, NY 12231 Phone: (518) 474-4073 www.dos.state.nv.us Fax: (518) 486-4487 E-mail: info0dos.state.nv. us NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as described herein: Manufacturer's Name: Simplex Industries 1 Simplex Drive Scranton, PA 18504 Building Description: Singgle family residence high wind modification to system. He in Residence Approval Number: M0186-2013-081 Applicable Code: Residential Code of New York State 2010 (RCNYS) Expiration Date: September 27, 2015 Maximum Ground Snow Zone: 20 PSF Seismic Design Category: B Basic Wind Speed: Shall not exceed 120 MPH Exposure Category: C DOS Contact Person: Miriam McGiver Additional Conditions: Floor above garage to comply with horizontal separation requirements of R309.2.2; each bedroom to have egress complying with R310. Approval Date: September 27, 2013 RonaTd Piester, AIA Director A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application. Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and on file with the DOS. The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the BCNYS. If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the BCNYS, he/she should contact the DOS for further review and/or determination. 'RES check Software Version 4.5.0 Compliance Certificate �(J Project Heslin Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 1,375 ft2 Glazing Area 27% Climate Zone: 4 Permit Date: Permit Number: 15 Construction Site: Owner/Agent: 60 Peconic Bay Blvd 0.051 Laurel, NY 11948 10 Compliance: Passes using performance alternative Compliance: 1.3% Better Than Code Envelope Assemblies Designer/Contractor: Roof: Flat Ceiling or Scissor Truss Front Wall: Wood.Frame, 16" o.c. Orientation: Front Fixed Windows: Metal Frame with Thermal Break:Double Pane with Low -E Orientation: Front Awning/Casement Windows: Metal Frame with Thermal Break:Double Pane with Low -E Orientation: Front Left Side Wall: Wood Frame, 16" o.c. Orientation: Left side Fixed Windows: Metal Frame with Thermal Break:Double Pane with Low -E Orientation: Left side Awning/Casement Windows: Metal Frame with Thermal Break:Double Pane with Low -E Orientation: Left side Sliding Glass Doors: Glass Orientation: Left side Back Wall: Wood Frame, 16" o.c. Orientation: Back Fixed Windows: Metal Frame with Thermal Break:Double Pane with Low -E Orientation: Back Awning/Casement Windows: Metal Frame with Thermal Break:Double Pane with Low -E Orientation: Back 1,375 33.0 15.0 0.022 30 542 27.0 0.0 0.051 25 18 0.330 6 34 0.450 15 356 27.0 0.0 0.051 6 10 0.330 3 6 0.450 3 232 0.390 90 542 27.0 0.0 0.051 20 44 0.330 15 11 0.450 5 Project Title: Heslin Residence Report date: 11/18/1 Data filename: C:\Users\Greg\Documents\My Drop box\Simplex\Heslin\MBS Files\Res Check\Heslin Pagel of 8 Residence 20130828 MBS.rck Sliding Glass Door: Glass 94 0.390 37 Orientation: Back Right Side Wall: Wood Frame, 16" o.c. 356 27.0 0.0 0.051 12 Orientation: Right side Awning/ Casement: Metal Frame with Thermal Break:Double Pane with Low -E 29 0.450 13 Orientation: Right side Hinged Door: Glass 24 0.540 13 Orientation: Right side Sliding Glass Doors: Glass 65 0.390 25 Orientation: Right side Ground Level Front Wall: Wood Frame, 16" o.c. 192 27.0 0.0 0.051 9 Orientation: Front Awning Window: Metal Frame with Thermal Break:Double Pane with Low -E 6 0.450 3 Orientation: Front Fixed Window: Metal Frame with Thermal Break:Double Pane with Low -E 11 0.330 4 Orientation: Front Ground Level Left Wall: Wood Frame, 16" o.c. 99 27.0 0.0 0.051 5 Orientation: Left side Ground Level Back Wall: Wood Frame, 16" o.c. 192 27.0 0.0 0.051 7 Orientation: Back Garage Door: Glass 56 0.270 15 Orientation: Back Ground Level Right Wall: Wood Frame, 16" o.c. 99 27.0 0.0 0.051 5 Orientation: Right side Floor (over outside air): All -Wood Joist/Truss:Over Outside Air 1,064 48.0 0.0 0.021 22 Floor (over unconditioned space): All -Wood Joist/Truss:Over Unconditioned 76 48.0 0.0 0.021 2 Space Workshop floor: Slab-On-Grade:Unheated 65 12.0 0.670 44 Insulation depth: 6.0' Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 nd to comply with the mandatory requirements listed in . the REScheck Inspection Checklist. Q� Date Name - Title Signare �5 QRS oe L �T� `,,02050 ..IFN Project Title: Heslin Residence Report date: 11/18/1 Data filename: C:\Users\Greg\Documents\My Dropbox\Simplex\Heslin\MBS Files\Res Check\Heslin Page 2 of 8 Residence 20130828 MBS.rck Morso 7943 - Morso Making Life Warmer 1 of 5 MOR5O 7943 v http://morso.co.uk/product/morso-7943/ PD APR 10 2015 GI PG. OEPT roe^,r: nF sou�un� n Morso has teamed up with talented Danish.designer Monica Ritterband to create a new cast-iron wood burning stove that is beautiful, innovative and practical. And it's also uniquely yours: this sleek, modern stove is modular, so you can build a wood burner that suits your home, lifestyle and needs. The cylindrical wood burner is a real focal point. Whatever combination you choose, every incarnation features a panoramic view of your living flames, with a large curved front window and double -glazed glass to the sides. Then choose from a range of bases: from purely decorative to functional storage, the choice is yours. 4/10/2015 11:04 AM Morse 7943 - Morso Making Life Warmer http://morso.co.uk/product/morso-7943/ 4 its 7.3kW output will heat mid -to -Large rooms admirably and its stylish looks will suit any home. The smallest details are designed to delight — like the polished stainless steel handle, which is a dramatic contrast to the rich dark grey of the cast iron. Or the brand new self-closing door, which M des into place with a soft and satisfying click — reminiscent of the sound of a luxury car's door. erything about the 7900 series is gorgeous. The rest is up to you. Create your perfect wood burning stove with the 7943. The main firebox comes with three options: • Plain steel 400mm-high base for a sleek, simple and modern look , • Simple 400mm-high base with log store, so you never have to reach far for the next log • Sleek 400mm-high base with drawer, for that extra storage you know you always need Our stylish stove becomes your ideal wood burner; now you can keep logs, accessories or kindling as close to your fire as they need to be. SCAN THIS TO SEND THIS PRODUCT TO YOUR SMART PHONE If you would like to take these details with you to your nearest Morso 1]: dealer (http://morso.co.uk/find-a-dealer/) , without having to print them out, you can scan this QR code (http://goo.gl/CByTz) with an app on your smart phone. FEATURES • Convection heat • Air wash system • Pre -heated combustion air • Pre -heated secondary air • Tertiary air supply • Ash can • Optional outside air kit — Limited. models FUEL • Wood and briquettes COLOURS • Dark grey APPROVALS • EN 13240 • Norwegian Approval • DEFRA Smoke exemption pending 2 of 5 4/10/2015 11:04 AM Morso 7943 - Morso Making Life Warmer A J, DIAGRAMS, MANUALS AND DOWNLOADS CN c�+ 435 _r� http://morso.co.uWproduct(morso-7943/ • 7900 Instructions for installation use (http://morso.co.uk /wp-content /uploads/2013/07 3 of 5 4/10/2015 11:04 AM Morso 7943 - Morsd Making Life Warmer /7900 Instructions -for Installationuse.pdf) • 79013 Exploded view (http://morso.co.uk/wp-content/uploads/2013/07 /7900 Exploded view.pdf) TECHNICAL DETAILS http://morso.co.uk/product/morso-7943/ Rated output (kw) 7.3 Log length (cm) 33 Flue outlet, internal a (mm) 159 Minimum internal flue o (mm) 150 !^.�eiryht 162-174 Efficiency Net / Gross (%) 79/72 Height (mm) - Stove body only 757 Width (mm) - Stove body only 504 Depth (mm) - Stove body only 435 CLEARANCES TO COMBUSTIBLES Top (mm) 500 Sides insulated flue (mm) 700 Sides un -insulated flue (mm) 700 Rear insulated flue (mm) 50 Rear un -insulated flue (mm) 4 of 5 125 4/10/2015 11:04 AM . 1l i'1► �, APR 2 2.2015 1 By appointment to The Royal Danish Court .Mor o Installation and Operating Instructions 7900 series For use in North America Morse 7943 Read this entire manual before you install and use your new room heater. If this room heater is not properly installed, a house fire may result. To reduce the risk of fire, follow the installation instructions. Failure to follow instructions may result in property damage, bodily injury, or even death. Contact local building officials about restrictions and installation/inspection-requirements in your area. Save these instructions MORSO JERNSTOBERI A/S . DK -7900 NYKOBING MORS E -Mail: stovesfdmorsoe.com - Website: www.morsoe.com A French version of the manual can be downloaded at www.morsona.com We congratulate you on your choice of a Morso stove. Morso has been producing some of the world's best stoves since.1853. If you follow this installation- and operating instruction carefully, we can assure you many years of warmth and pleasure. Optional Accessories Awide range of accessories (such as handling gloves, fireside tools, glass cleaner and heatproof paint) are available -for use with your Morso stove. They help with day-to-day running and maintenance. Contact your Morso dealer for more information. The Morso 7900 series meets the U.S. Environmental Protection Agency's emission limits for wood heaters sold on or after July 1, 1990 rem We suggestthat ourwoodburning'hearth tNST'{TUTC Products be installed and serviced by professionals who are certified in the U.S. by the National Fireplm InstituteO (NFO as NF19Pd"dbuming Specialfsiis or who are certHied in Can da by CEIiTIF9�' Wood Energy Teshnip! , Training ilii. .. -..:o„• J The Morso 7900 series have been tested by OMNI -Test Laboratories, Inc. The test standards are UL148272011 for the United States and ULC -S627-00 for Canada. Tested &Portland Listed By Oregon USA - It cL1UJL111us OMNI -Test Laboratories Inc. Report Number: 192-S-23-2 The stove is listed for burning wood only. Do not burn other fuels. Under specific test conditions this heater has been shown to deliver heat at rates ranging from 11 600 to 26 700 BTU/hr. Cast iron Cast iron is a live material. There are no two ovens that are identical. This is partly due to the tolerances of the casting process, partly because the ovens are a work of craftsmanship. Minor unevennesses may also occur in the cast iron surface. CONTENTS:" Installation_of yo Morse stogie a Cleckinguloose parts-in.'the stove- 1:2::' ." The chimney/_ flue system r: �, 5 1 3 Flue'Conn.ection = 6 1 4-, g hirnney�. Connectionto.existin :c b 1.5'- Positioning th;e'stove 8 Poeitioning the'7970 stove model r TO 2.'0' Operation 11 2.1 Before you start firing '' 11 2.2- 3. Lightin'g,andFI ading-,intervals 1.2 3.0 Maintenance- 16 3.1,-,, Exterior maintenance"" —1:6 �. 3.2 Internal maintenance 16 3.3, Cleaning,the stove and'the flue 18 3..4 Leaving'the stove for dxtended' periods 20 3.5'"°.' Parts diagram ° , 21 ` 3 1.O Installation of your Morso stove Installation of woodburning stoves must be safe and legal. If your MorsO stove is not installed correctly, it may cause a house fire. To reduce the risk of fire, the installation instructions must be followed carefully. Contact the local building officials about restrictions and installation inspection in your area. Before you start installing your stove, make sure that: • The stove and chimney connection are placed far enough from combustible materials to meet all clearance requirements. • The floor protection must be adequate and must be made correctly according to the requirements. • All neccessary approvals are needed from the local building officials. The data plate, which is located on the back of the stove, provides information regarding safety testing information, name of certified testing laboratory, and installation requirements. Installation requirements vary in different districts, and the local building officials have the final authorization to, approve your installation. You should discuss the installation with them before beginning. Please ask your dealer for further information. CAUTION:DO NOT USE MAKE -SHIFT COMPROMISES DURING THE INSTALLATION OF THE STOVE CAUTION:DO NOT CONNECT TO OR USE IN CONJUNCTION WITH ANY AIR DISTRIBUTION DUCTWORK UNLESS SPECIFICALLY APPROVED FOR SUCH INSTALLATION Important: If the installation instructions are not followed carefully, it may cause dangerous situations Like chimney - and house fires. Follow the instructions :arefully and do not deviate from them as it may cause injuries to people or 1.1 Checking loose parts in the stove After unpacking, check that the fire bricks are firmly in position and have not shifted in transit. Check also that the air control works freely. Before starting the initial fire, make sure that the baffles is placed correctly. Standard Accessories A Morso glove and ceramic flue connection gasket are standard accessories that usually can be found in the ashpan or firebox area. - 1.2 The chimney/ flue system Note that the flue system must be independently secured and must not rely on the stove for support. DO NOT CONNECT THIS UNIT TO A CHIMNEY FLUE SERVING ANOTHER APPLIANCE Use a residential type masonry or listed type HT factory -built chimney. High Temperature (H.T.) Chimney Standard UL -103-1985 (2100° F.) or a code -approved masonry chimney with flue liner for the USA, and High Temperature (650°C) Standard ULC 5-629 for Canada. The internal dimensions of the chimney connector and chimney must not be less than 6 inches diameter (or equivalent cross section), and should not be significantly larger than this. Too large a section will tend to allow the flue gases to cool excessively, causing sluggishness or unpredictability in the stove's performance. We recommend the length of the chimney system should be at least 16 feet (not required) above the stove in normal domestic situations, measured from the flue collar to the top of the chimney. Local conditions like for example - roof constructions, large trees nearby and high altitude, may influence the chimney draft and height. Therefore, contact the local professional chimney sweep or your Mors0 dealer. Typical Factory -Built or Masonry Chimney Installations =.zly �onneaor 0M.,m) — Ceilinge pponed Well eri ottad Me n,yChimney 1.3 Flue Connection The stove is supplied from the factory with a round blanking plate blocking off the top and rear flue exit (behind the rear shield plate). A flue collar are placed in the firebox area. Use a 24 MSG black or blue chimney connector or listed double wall chimney connector. Refer to local codes and the chimney manufacturer's instructions for precautions required for passing a chimney through a combustible wall or ceiling. Remember to secure the chimney connector with a minimum of three screws to the product and to each adjoining section. The collar can be fitted to the rear outlet. Simply knock out the round panel on the rear heat shield plate to reveal the cast iron plate. Untwist the blanking plate and -the flue collar and swap their positions. Re -secure by pushing down and tighten the enclosed screws. Position the stove and connect to the flue system. Wear gloves and protective eyewear when drilling, cutting or joining sections of chimney connector 1.4 Connection to the existing chimney A chimney connector is the double-wall or single-wall pipe that connects the stove to the chim- ney. The chimney itself is the masonry or prefabricated structure that encloses the flue. Chim- ney connectors are used only to connect the stove to the chimney. Double-wall connectors must be tested and listed for use with solid -fuel burning appliances. Single-wall connectors should be made of 24 gauge or heavier gauge steel. Do not use galvanized connector; it cannot withstand the high -temperatures that smoke and exhaust gases can reach, and may release toxic fumes under high heat. The connector must be 6 inches (150mm) in diameter. If possible, do not pass the chimney connector through a combustible wall or ceiling. If passage through a combustible wall is unavoidable, "refer to the sections on Wall Pass- Throughs. Do not pass the connector through an attic, a closet or similar concealed space when installing the chimney connectors. It is important to keep the flue gases moving smoothly in the right direction. Do not vent into a large void at this location; rather form one continuous section all the way up. Use mild bends (e.g. 450 vs. 90°) rather than sharp angles where a change of direction is required. All parts of the venting must be accessible for cleaning purposes. In horizontal runs of chimney, maintain a distance of 18 inches from the ceiling. Keep it as short and direct as possible, with no more than two 90 degree turns. Slope horizontal runs of connector upward 1/4 inch per foot (20 mm per metre) going from the stove toward the chimney. The recommended maximum lem ngth of a horizontal run is 3 feet (1 etre), and the total length should be no longer than 8 feet (2.5 metres). Information on assembling and installing connectors is provided by the manufacturer's instructions exactly as you assemble the connector and attach it to the stove and chimney. Be sure the installed stove and chimney connector are correct distances from near by combustible materials. See the clearance paragraph page 8. Where passage through a wall or partition of combustible construction is desired, the instal- lation shall conform to CAN/CSA-6365. Chimney Connector Systems and Clearances from Combustible Walls for Residential Heating Appliances Minimumrhimneyclearanco to brick and cOmbuslbles 2 in. (51 mm) Minimum Ueerance 12 in. (305 mm) of brick Chimney U connector Fire clay Minimum Masony chimney liner 12 in. (305 mm) cohslnrcteof to to combustibles NFPA211 Minimum chimney clearanco hom masonry to sheet sleet supports and combustibles 2 in. (51 mm) Minimum clearance u 9In. (229 mm) Nonsoluble Faclary•buill rolractory �n CMmney c/umMy lenp:h cement connector Chimney length flush with inside of flue Use chimney m!rs. pans to j Air space eeactl ca,10 9 in. (229 mm) min. E a' secutety r— U Solio•insulaled, NFPA211 Stteel steel supports Minimum chimney Cie lance to sheet steel suppons and combustibles 21n. (51 mm) I 19. Two air channels each 1 In. (25.4 mm) Chimney connector j Minimum 61n. } (t52 mIn pinu Two vonOoted air f tier lnsu altar channels each U 111,125.4 mm), . `"r Constrvetfdn of Masony cnlmnay Sheol steel sheet s1.1. constructed to nuppons NFPA 21f Minimum chimney clearance to shoot slool supports end combuslblas r,tinlm�m ebammea Sheol steel 2 in, (51 mm) 21n, (51 mm) suapons tin, (25A•mmJ air space to CMmney chimney ten th section Chimney connector * chimney \ connector Air space Chimney length 2.n. (5f mm) �r Masonrychimmy Sheelsteel constructed supports to NFPA 211 A Minimum 3.5 -in thick brick masonry all framed into combustible wall with a minimum of 12 -in brick separation from clay liner to combustibles. The fireclay liner shall run from outer surface of brick wall to, but not beyond, the inner surface of chimney flue liner and shall be firmly cemented in place. B Solid -insulated, listed factory -built chimney length of the same inside diameter as the chimney connector and having 1 -in. or more of insulation with a minimum 9 -in. air space between the outer wall ofthe chimney length and combustibles. C Sheet steel chimney connector, minimum 24 gauge in thickness, with a ventilated thimble, minimum 24 gauge in thickness, having two 1 -in. air channels, separated from combustibles by a minimum of 6 -in. of glass fiber insulation. Opening shall be covered, and thimble supported with a sheet steel support, minimi mt 24 gauge in thickness. D Solid insulated, listed factory -built chimney length with an inside diameter 2 -in. larger than the chimney connector and having 1 -in. or more of insulation, serving as a pass-through for a single wall sheet steel chimney connector of minimum 24 gauge thickness, with a minimum 2 -in. air space between the outer wall of chimney section and combustibles. Minimum length of chimmey section shall be 12 -in. chimney section spaced 1 -in, away from connector using sheet steel support plates on both ends of chimney section. Opening shall be covered, and chimney section supported on both sides with sheet steel supports securely fastened to wall surfaces of minimum 24 gauge thickness. Fasteners used to secure chimney section shall not penetrate chimney flue liner. 1.5 Positioning the stove Distance to walls and lintel When the stove is positioned near combustible materials, observe all current local and national building regulations with regards to clearances. Whatever regulations apply to your area, do not in any case install the stove within 8 inches of combustible materials around the sides or 16 inches above the top of the stove (fireplace installations require greater clearances above the stove - see below in the clearance chart). These distances may need to be increased if the materials are sensitive to heat. Note also that wall paper and other decorative materials may become detached with the effects of heat and care should be taken to ensure that they do not fall towards the stove in such an event. When the stove is positioned near non-combustible materials, a gap of 4 inches or more is recommended for cleaning purposes and to ensure that heat circulates around the stove and out into the room. If using rear exit, the floor protection must extend beneath the chimney connector and 2 -in beyond each side. BACKWALL ADJACENT WALL ' E B J 3 STOVE Uj o A POLE t a 45' F M ps'0 —Zi r CLEARANCE REQUIREMENTS STANDARD RESIDENTIAL FREESTANDING INSTALLATIONS (SINGLE AND DOUBLEWALL CONNECTOR): SINGLE WALL DOUBLE WALL 23" 1585 mm.) 23" 1585 mm.) A. SIDEWALL TO UNIT B. BACKWALL TO UNIT 5" 1127 mm.) 5" 1127 mm.) C. CORNERWALL TO UNIT 7" (178 mm.) 7" (178 mm.) D. SIDEWALL TO CONNECTOR 29.5" 1750 mm.) 29.5" 1750 mm.) E. BACKWALL TO CONNECTOR 8.5" 1216 mm.) 8.5" (216 mm.) F. CORNERWALL TO CONNECTOR 14.5" 069 mm.) 14.5" (369 mm.) G. UNIT TO CEILING 37.5" (953 mm.) 37.5" 1953 mm.) H. FLOOR TO CEILING REAR VENT OUT THE BACKWALL CONFIGURATION A. SIDEWALL TO UNIT 23" 1585 mm.) 23" 1585 mm.) B. BACKWALL TO UNIT 7" 1178 mm.) 7" (178 mm.) D. SIDEWALL TO CONNECTOR 29.5" (750mm.) 29.5" (750mm.1 BACKWALL ADJACENT WALL ' E B J 3 STOVE Uj o A POLE t a 45' F M ps'0 —Zi r FLOOR PROTECTION REQUIREMENTS NON -COMBUSTIBLE MATERIAL BENEATH STOVE USA CANADA - 8" 1200 mm.) A EXTENDING DISTANCE, BACK B EXTENDING DISTANCE, RIGHT SIDE 6" 8" (200 mm.) C ' ,EXTENDING DISTANCE, LEFT SIDE 6" 8" 1200 mm.) D EXTENDING DISTANCE, FRONT .16" _ 18" 1450 mm.) A C °" B STOVE POELE D.. FLOOR PROTECTOR MUST BE NON-COMBUSTIBLE MATERIAL. IT MUST EXTEND BENEATH HEATER, AND TO THE FRONT / SIDES / REAR AS INDICATED. FOR REAR -VENT THE FLOOR PROTECTOR MUST BE UNDER CHIMNEY CONNECTOR AND AT LEAST 2" BEY- OND ON EACH SIDE FLOOR PROTECTECTOR'MUST BE LISTED TO UL 1618- TYPE 1 Distance to furniture The recommended minimum distance from stove to furniture is 30 inches. Note that some furniture is more easily affected by heat and may need to be moved to a greater distance. This is your responsibility. In addition other combustible materials, away from the stove. In general, a distance of 30 inches must be maintained between the stove and moveable combustible item such as drying clothes, newspapers, firewood etc. CAUTION: DO NOT INSTALL IN A MOBIL HOME WARNING: NEVER DRAW COMBUSTION AIR FROM A WALL, FLOOR OR CEILING CAVITY OR FROM ANY ENCLOSED SPACE SUCH AS AN ATTIC OR GARAGE. DO"NOT"INSTALL IN SLEEPING ROOM. 9 1.6 Positioning the 7970 stove model (wallmounted) The stove must be installed on a non-combustible wall. A suitable wall would be a brick - or a concrete wall The bolts must be sized to secure that the wall and the materials it is made from are capable .of supporting the stove. If in doubt, contact an expert. The weight,of the empty stove is approx. , 160 kg (353 lbs.). The wall -mounting fixture may be used as drilling template. Mount the wall -mounting fixture on the wall. If the flue exit is wanted to the "rear, build a wall bushing correctly into the wall (see illustration). Lift the wood stove in place so that it rests on the bottom part of the wall -mounting fixture, and secure"it again to the fixture by means -of the screws included. DO NOT OBSTRUCT BENEATH,THE HEATER 10 ABBREVIATIONS A/C AIR CONDITIONING A.D.J. ADJACENT A.F.F. ABOVE FINISH FLOOR A.F.S. ABOVE FINISH SLAB A.S.S. ABOVE STRUCTURAL SLAB ALUM, ALUMINUM ANDD, ANODIZED ARCH. ARCHITECT, ARCHITECTURAL < ANGLE Q AT do AND BD, BOARD BLDG, BUILDING BLK. BLACK B.O. BY OTHERS BOT. BOTTOM BR. BRIGHT CAB, CABINET, CABINETRY CAT. CATALOG CEM, CEMENT CEM,WP. CEMINTITIOUS WATERPROOFING CFM, CUBIC FT. PER MINUTE CHR. CHROME CL CENTER LINE CLR CLEAR CLG. CEILING CIO. CLEAR OPENING COL. COLUMN CONIC, CONCRETE CONSTR. CONSTRUCTION CONT, CONTINUOUS CORR. CORRIDOR C.P. CENTER POINT C.S. COUNTERSUNK C.T. CERAMIC TILE D, DEPTH OR DEEP DEPT, DEPARTMENT DIA, DIAMETER DN, DOWN DMPR. DAMPER DR. DOOR DET. DETAIL DWG. DRAWING EA, EACH E.C. EMPTY CONDUIT ELEC. ELECTRICAL ELEV. ELEVATION ENCL. ENCLOSURE EQ, EQUAL EQUIP, EQUIPMENT EXIST, EXISTING ENG„ENGR ENGINEER F.D. FIELD DIMENSION F.F. FINISH FLOOR F.H. FLATHEAD FIN. FINISH FIXT, FIXTURE FL FLOOR FLUOR, FLUORESCENT F,S, FINISH SLAB FT, FEET, FOOT G.A. GAUGE GALV, GALVANIZED G.C. GENERAL CONTRACTOR GD. GROUND G.F.I. GROUND FAULT INTERRUPTED GL GLASS GWB GYPSUM WALL BOARD H,CLG. HUNG CEILING HDWD. HARD WOOD HDWR, HARDWARE HM. HOLLOW METAL H.O,A, HEIGHT OVER ALL HORIZ. HORIZONTAL HR. HOUR HT, HEIGHT HVAC HEATING VENTING & A/C INCL INCLUDED, INCLUDING INSUL, INSULATION JT. JOINT KIT. KITCHEN L LENGTH LACQ, LACQUER LAM, LAMINTED LAV. LAVATORY LIN. LINEAR L.O.A. LENGTH OVER ALL MANI., MANUAL MANF, MANUFACTURER MAX. MAXIMUM MECH. MECHANICAL MTL. METAL MIN, MINUMUM MISC. MISCELLANEOUS N.C. NO CHARGE NEG, NEGATIVE N.I.C. NOT IN CONTRACT NO., N NUMBER NOM, NOMINAL NTS, NOT TO SCALE O.A. OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER OVERALL DIAMETER OPP. OPPOSITE OPNG. OPENING PART, PARTITION PL PLATE PLAS, PLASTER PLAS, LAM. PLASTIC LAMINATE PLY. PLYWOOD POL, POLISHED PRELIM, PRELIMINARY PT. PAINT PTD. FAINTED R.A. RETURN AIR RAD, RADIUS RD. ROUND REF, REFER TO REFR. REFRIGERATOR REG, REGISTER REINF, REINFORCED REQ'D REQUIRED RES. RESILIENT RET. RETURN REV. REVEAL RM, ROOM S.C. SOLID CORE SCHED. SCHEDULE SEC. SECTION SIM, SIMILAR SLNT. SEALANT SOFF. SOFFIT SPEC. SPECIFICATIONS, SPECIFIED SQ, SQUARE S.S. STAINLESS STEEL STR, STL, STRUCTURAL STEEL ST. STRAIGHT STL. STEEL STOR. STORAGE STRUC, STRUCTURE SUSP, SUSPENDED T.B.D. TO BE DETERMINED TEL, TELEPHONE TEMP, TEMPERED THK. THICK, THICKNESS T.O. TOP OF T.O.A. THICKNESS OVERALL TOIL, TOILET T.O.S. TOP OF STEEL T.O.W. TOP OF WALL T. R, TOP REGISTER TY P. TYPICAL U.C. UNDER CUT U,O,N, UNLESS OTHERWISE NOTED VEN, VENEER VERT. VERTICAL VEST. VESTIBULE V.I.F. VERIFY IN FIELD W. WIDTH W/ WITH W/O WITH OUT WD. BASE WOOD BASE WD, WOOD WIND. WINDOW A P P R 0 V E[7,- S i 1 T ED DATE: I `'� _ a P. # FEE �2--- NOTIFY BUILDI%C• P'-sTMEN T AT 765-1802 8 X l TO > P;,-; FOR THE FOLLO"KING INSPECTIC"v S: 1. FOUflIDATION - TIN'O RECUIRED FOR; POUTED CC;;CRETE 2. ROUGH - FR! -"DING & PLUr.1BIidG 3. INSULATION 4. FINAL - CONISTRUCTION IJiUST BE COMPLETE F-' R C.O. ALL COINSTRUCTIO J SHALL MEET THE REQUIREPIENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. CO^:°^1_'� P,'i' 1`4 ALL CODES OF NEVU YO :K ST�� CODES AS REQU1REu n CTOODlTlONS OF BOARD V Ii.Y.S. G� OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY PLUMBING ALL PLUMBING WASTE &'sr/'TCR LINES NEED TESTIP"G BEFORE COVERING DC NO; PROCEED WITH FRAI%iil-NG UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. OOL 300 SF SIDEWALL AREA 2 POOLS, 4' DEEP, V DIA. 1000 GAL. TANK V LONG X 4'-3" WIDE X 6'-7" DEEP f �S 1 i 12C W/ROOF LEADERS �/ i / Ile Ile do � WIRES �••''�-•I CtifERNEi-' \ 00 FRNMR I RELOCATION NO�gB ` I OF EXIST. UTILITY POLE • A OVERHEAD WIRES TBD V 16 SSE i -J FIRST ,`fi la I is I ( I f �I I , �41 I I i ♦� I ♦ �� li � 4 f I �,� i , � �Jr Ii i�l ,� � t �i i ilk � �� � I �t r I� i � I � I I 1� I i � i f � FIRST FLOOR MODULES: -------------- A I- I I 1 SQUARE FOOTAGE: MODULAR AREA---------------- 1650 SF FIRST FLOOR INTERIOR - - - - - - - - - - - - 1375 SF GROUND FLR STORAGE VOLUME - - - 235 SF GROUND FLR BATHRM VOLUME - - - - 76 SF OCEAN DECK ------------------346 SF J1R oO� O �\o COO DE I G O os 13— 12' / Q0 509 tvG G SITE PLAN 1.011 it I E S 4 P R EF A BS THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE DRAWING SET33HIET INDEX A000 COVER A010 SCHEDULES A020 WINDOW SCHEDULE A021 WINDOW DETAILS A030 DOOR SCHEDULE A110 CONSTRUCTION PLAN A111 FOUNDATION/ROOF PLAN AT 20 REFLECTED CEILING PLAN A130 POWER/DATA PLAN A140 FINISH PLAN A200 EXTERIOR ELEVATIONS A210 BUILDING SECTIONS A300 WALL SECTIONS A400 INTERIOR ELEVATIONS A410 INTERIOR ELEVATIONS A420 INTERIOR ELEVATIONS A500 EXTERIOR DETAILS 5700 STRUCTURAL NOTES 5200 STRUCTURAL PLANS $300 FOUNDATION DETAILS 5400 STEEL DETAILS 2013/11/22 ISSUE TO BLDG. DEPT. 2013/11/06 BID SET 2013/08/28 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET SII � =02050 PF HESLIN RESIDENCE 60 PECONIC SAY BLVD LAUREL, NY 11948 RESOLUTION:4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4a.com FAX:212.206.0l44 COVER DATE: 2013/11/22 SCALE: AS NOTEDQO COPYRIGHT 0 RESOLUTION: 4 ARCHITECTURE. ALL RIGHTS RESERVED. NOTE: CONTRACTOR TO PROVIDE $3000 ALLOWANCE FOR CABINET PULL MATERIAL & INSTALLATION. O% CABINET SCHEDULE Ob ACCESSORY SCHEDULE 05 FINISH SCHEDULE 1�S,•1•�T��.1111L1I•J�:I�i' .. f • II'.. �.IPI_i:17if.1••l ,7.1.1 IJI:IFI;1 �I�KRI• .[�1`L°�,N�� ��wlI��I��I��� t��.rrlw��•1rtr�rlrr�� .tI ► 1 ••r. ► R��I�•11►�r1�1•w��� . M�M�1t • ���� 1 C � C7 C ,44CI11[•Jt�IRI;,•I:INC� , C ( ► • Ra•1.1!'•l•l+Y� ► t'�il�� , ► ► +► f . 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C• IA: ■ 1 r t ���� 01 GENERAL CONSTRUCTION SCHEDULE THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 2013/11/23 ISSUE TO BLDG. DEPT. 2013/11/06 BID SET 2013/08/28 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET ED APC L Mi=r•3` T r 02050 �0 OF N.1`1 HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 1194$ RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, IJEW YORK, NY 10001 TEL:212.675.9266 www.re4o,com FAX:212.206.0944 SCHEDULES DATE: 2013/11/22 A010 SCALE: AS NOTED COPYRIGHT C RESOWTION: 4 ARCHITECTURE, ALL RIGHTS RESERVED, E F A THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 2013/11/23 ISSUE TO BLDG. DEPT. 2013/11/06 BID SET 2013/08/28 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET ED APC L Mi=r•3` T r 02050 �0 OF N.1`1 HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 1194$ RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, IJEW YORK, NY 10001 TEL:212.675.9266 www.re4o,com FAX:212.206.0944 SCHEDULES DATE: 2013/11/22 A010 SCALE: AS NOTED COPYRIGHT C RESOWTION: 4 ARCHITECTURE, ALL RIGHTS RESERVED, N.0" 6'-0" SIM 08 / j\\ SIM 06 b 001 TYPE CM3 SERIES 700 AWNING + FIXED COMBO Z 2 OB 06 9'-4" OR [n 06 \ O6 6'-8.. io OB \ O8 // \\ 06 1041 101 lO1D 1011 lOtt TYPE CM2 TYPE CMI TYPE C2 TYPE Cl SERIES 700 AWNING + FIXED COMBO SERIES 700 AWNING + SERIES 700 CASEMENT SERIES 7DO CASEMENT FIXED COMBO N 4'-6" 6,-611 � 6.,0..08 � I 10 06 b / 06 f— - 07 SIM % 08 Ob / 11 p OB / % 1 p 101 OQ4t 101 1041 00! 107A 10SA TYPE PS TYPE P4 TYPE P3 4aFPE-f2— TYPE P1 TYPE A4 TYPE A3 SERIES 700 FIXED SERIES 700 FIXED SERIES 700 FIXED NOT USED SERIES 700 FIXED SERIES 700 AWNING SERIES 700 AWNING ., „ 03 101! 02 0 \ Ol 0 TYPE D5 TYPE D4 TYPE D3 TYPE D2 (8) TYPE D2 (A) TYPE D1 SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES •DO HINGED INSWING DOOR b Y 03 (ED 101! 02 0 \ Ol 0 TYPE D5 TYPE D4 TYPE D3 TYPE D2 (8) TYPE D2 (A) TYPE D1 SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES •DO HINGED INSWING DOOR b Y \ (ED V OR 03 101! 10J 0 \ Ol 0 TYPE D5 TYPE D4 TYPE D3 TYPE D2 (8) TYPE D2 (A) TYPE D1 SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES •DO HINGED INSWING DOOR b Y \ L - \ M I \Ile M I � V OR 03 04 OR 03 --WPE-A2— NOT USED 101! 10J 0 \ Ol 0 TYPE D5 TYPE D4 TYPE D3 TYPE D2 (8) TYPE D2 (A) TYPE D1 SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES •DO HINGED INSWING DOOR b \ L - \ 04 OR 03 --WPE-A2— NOT USED 07 i IOJt lOJ IOJD TYPE Al SERIES 700 AWNING i 101! 10J 104 \ Ol 0 TYPE D5 TYPE D4 TYPE D3 TYPE D2 (8) TYPE D2 (A) TYPE D1 SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES •DO HINGED INSWING DOOR \ 'f \ M I \Ile M I � I I 07 i IOJt lOJ IOJD TYPE Al SERIES 700 AWNING i 102 101! 10J 104 \ Ol 101t TYPE D5 TYPE D4 TYPE D3 TYPE D2 (8) TYPE D2 (A) TYPE D1 SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES •DO HINGED INSWING DOOR \ \ \Ile M 102 101! 10J 104 9 101t TYPE D5 TYPE D4 TYPE D3 TYPE D2 (8) TYPE D2 (A) TYPE D1 SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES 600 SLIDING GLASS DOOR SERIES •DO HINGED INSWING DOOR n�.ml � r�ra■i •• : 111 _ R� / t► C •1:►►► • • •. :1 •. � :�•:t• • r► [:►. • • •:► ► ► •/ :! •► • 1t��_-� •• Bl•l�i►�/1►los- 1l / C► [ •• : 1 ► ► r •u:• •. &JIF.►•:C• • • ► f:►. . • •:► ► ► • :! •► . �_�_ u' C • : / ► 1 be I P. 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DEPT. 2013/11/06 BID SET 2013/08/28 REVISED FACTORY SET 2013/OS/13 FACTORY PRICING SET �C ED ARCh, L t U/ yT�l Al 02 05 _ "' F N� HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4c.com FAX: 212.206.0f44 WINDOW SCHEDULE DATE: 2013/11/22 A 022 0 SCALE: AS NOTED COPYRIGHT 0 RESOLUTION: 4 ARCHITECTURE. ALL RIGHTS RESERVED. EXTERIOR 31 .................. INTERIOR SHADED AREA REPRESENTI'BY MANUFACTURER" N DRYWALL RETURN W/CORNER DEAD, ALL SIDES TILE OR CORIAN SACKSPLASH MAY OCCUR, REF, ELEV, 314" THK, CORIAN BY MANF., SLOPE TO INSIDE TO DRAIN AT SILL TYP. WET LOCATION WINDOW JAMB ---- LINE OF 2X2 CEDAR TRIM BELOW, TURNS CORNER TO NEXT END -JAMB CEDAR BOARD/SIDING PLYWD„ TYP, . REF, ELEV, 4" TRIM I I II II I i I 10 TYP. WINDOW JAMS - CORNER 3/4" THK, PTD, WD. KNIFE TRIM, ALIGNS W/ GWI / INTERMEDIATE CONDITIC ................ 1/2" THK. PTD, MDF TRIM 1/2" X 1/2" PTD. MDF CORNER BEAD TRIM WESTERN WINDOW 2X2 CEDAR TRIM BY GC, SACKER ROD k CAULK, BOTH SIDES SEALANT BETWEEN NAIL ON FIN & S14EATHING AT TOP, SIDES, TYP. WESTERN WINDOW EXTERIOR 3 1/2" ...................... ` INTERIOR SHADED AREA REPRESENTS DAY MANUFACTURER" FLASHING TAPE; TAPE SIDE NAIL ON FINS TO ZIP WALL, TYP, J -CHANNEL FLASHING TO MATCH SIDING BY GC 2,67"X 7/8" KYNAR-PAINTED CORRRUGATED METAL SIDING INSTALLED HORIZONTALLY, NY GC, REF, EXT, ELEV. 1/4" SPACER @ SIDING SCREWS LINE OF CORIAN 3/4" THK, CORIAN INSIDE TO DRAIN DRYWALL RETURN W/CORNER DEAD TILE OR CORIAN I MAY OCCUR, REI 1/2" SHIM AS READ, TYP, DRYWALL RETURN W/ CORNER BEAD, ALL SIDES, TYP, 3/4" THK. PTD, WD, TRIM, TYP, 1/2" X 3-1/2" PTD. WD. BASE TRIM, TYP, 09 TYP. WINDOW JAMS - 08 TYP. WINDOW JAMB - END INTERMEDIATE 04B SLIDING DOOR INTERIOR CORNER JAMB DETAIL 2X3 MATE WALLS BASE TRIM BELOW LINE OF V-1" SOFFIT ABOVE DRYWALL RETURN W/CORNER BEAD 314" THK, PTD, WD. KNIFE EDGE TRIM, EXTENDS 314" PAST GWB TO CATCH BASE, TYP, LINE OF TRIM ABOVE 112" SHIM AS REQ'I DRYWALL RETURN W/CORNER BEAD GWI CEILING OR MAY OCCUR, REF, I I I I rop - I I I I I I I I WESTERN p00R 103A IN 'k BOX MATE WALL I FACTORYINSTALL , INSTALL TRIM ONSITE (N I I H ----LINE OF TRIM ABOVE I I !-314" THK, PTD. WD, KNIFE EDGE LINE OF CEDAR CEILING ABOVE - - ' I TRIM, ALIGNS WlGWD AT INTERMEDIATE CONDITIONS 2X2 CEDAR TRIM, TACKER ROD VERTICAL CEDAR INFILL BOARD I LINE OF CEDAR 2X2 TRIM TURNS-- -- --. ---.y A CAULK A5 REQ'D, TYP. I EXTERIOR CORNER ABOVE, BELOW I DRYWALL RETURN W/CORNER BEAD I VERTICAL CEDAR END; TRIM WESTERN DOOR 1011 II i k WESTERN DOOR 101A BOARD J -CHANNEL FLASHING TO 1 1/2" Door Opening Width MATCH SIDING __ __ _ __ ____ __________.__. _ ______.____ ___ ___ :"••� r ......... .. - — - _ s ,! ` / 6 1 /2" I I b 114" , 2x1 WALL \ F 3/4" THK. PTD. WD. KNIFE EDGE TRIM, EXTENDS 3/4" PAST GWS TO CATCH BASE, TYP. 314" THK, PTD. WD, KNIFE EDGE TRIM, ALIGNS W/GWB AT INTERMEDIATE CONDITIONS —.._.----------------_--- --------_._.-_--._.—...---____---.___-- /4" I 1/2" SHIM AS REQ'D, TYP, «1/2" THK, X 3.1/2" PTD, WD, I DRYWALL RETURN INTERIOR BASE TRIM BELOW, TYP. W/CORNER DEAD '�- >< 1 1 ~ i rl ---------__-- 1/21 THK. PTD, MDF TRIM- -- I x ISI 05 SWING DOORJAMB DETAIL 1/2"THK, PTD, MDF TRIM' p I 04A SLIDING DOOR INTERIOR CORNER JAMS DETAIL i0 r+------ LINE OF GWI SOFFIT ABOVE I 3 K O% TYP. WET LOCATION WINDOW SILL DETAIL EXTERIOR p z e 1/2" GWI 2X6 STUD WALL, TYP. REF, PLAN 1/2" SHIM AS REQ'D, TYP. DRYWALL RETURN W/CORNER BEAD, ALL SIDES CLG, MAY OCCUR 34" THK. PTD, WD, TRIM SHADED AREA REPRESENTS 'NY MANUFACTURER' 3/4" THK, E DRYWALL W/CORNE SHIM/LEVE SLOPE/DR. 2X6 STUD' REF, PLAN 1/2' GWR INTERIOR EXTERIOR 06 TYP. WINDOW HEAD/SILL DETAIL EXTERIOR THERMALLY BROKEN ANNO. ALUM, WESTERN WINDOW SACKER ROD S CAULK SY CG 2X2 CEDAR TRIM BY GC, BEVELED TO SHED WATER W/ DRIP EDGE FORMABLE SILL PAN FLASHING OVER ZIP WALL UNDER WINDOW, AT SILL, BOTTOM CORNERS AND 6" UP SIDES, SLOPE 10 EXTERIOR TO DRAIN J -CHANNEL FLASHING TO MATCH SIDING BY GC 2,67" X 7/8" KYNAR-PAINTED CORRRUGATED METAL SIDING INSTALLED HORIZONTALLY, BY GC, REF. EXT, ELEV, 114" SPACER CH) SIDING SCREWS 2X2 CEDAR TRIM, BACKER ROD d CAULK AS READ, TYP, J -CHANNEL FLASHING TO MATCH SIDING 267" X 7/6" KYNAR-PAINTED CORRRUGATED METAL SIDING INSTALLED HORIZONTALLY tl/ 3 1 4' 2 1/2'` 14"1.IA T L 3/4" THK. PTD, WD, KNIFE EDGE TRIM,EXTENDS 3/4" PAST GWI TO CATCH 4—BASE, TYP,-__-------_......-.------_. 41/2"SHIM ASREQ'D,TYP. "''INTERIOR /4'' DRYWALL RETURN W/CORNER DEAD 02 TYP. SLIDING DOOR HEAD/SILL DETAIL 2,67"X 7/8" KYNAR-PAINTED CORRRUGATED METAL SIDING INSTALLED HORIZONTALLY IIkISE 15LEILMAY7l REF, ELEV, FLASHING W/DRIP EDGE, CAULKING AS READ, TYP. 5/9" THK, GWB SOFFIT 2X2 CEDAR TRIM, SACKER ROD & CAULK AS REQ'D APPLIED ALUMINUM DRIP CAP FROM WESTERN WINDOWS, CAULK JOINT @ WINDOW APPLIED ALUMINUM DRIP CAP FROM WESTERN WINDOWS, CAULK JOINT @ WINDOW INTERIOR WESTERN DOOR SILL PAN FLASHING NY MANF„ TYP, FINISH FLOORING TILE ON 114" BACKER BOARD BEVEL 2X2 CEDAR TRIM TO SHED WATER, DRIP EDGE, SACKER ROD L CAULK AS REQ'D, TYP, SILL FLASHING W/DRIP EDGE TO MATCH METAL SIDING IPE WOOD DECKING 03 TYP. SLIDING DOOR JAMB DETAIL T&G CEDAR CEILING ' N,O,F, EXTERIOR x 0 z n. 0 CEDAR BOARD BELOW DOOR TRIM/ABOVE IPE DECKING, REF. ELEVATION IPE DECKING FEE 01 SWING DOOR HEAD/SILL DETAIL R E S 4 pr" rv— A I-*, THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE NOTES, 1, ALL WINDOWS/DOOP.S TO RE THERMALLY BROKEN ALUMINUM FRAME WITH NAIL ON FIN IN DARK ANODIZED BRONZE FINISH. 2., PROVIDE ALL OPERABLE UNITS W/STANDARD INSECT SCREENS, 3, ALL DOORS TO HAVE STANDARD THRESHOLD, A. ALL DOORS TO BE MEDIUM STILE. 5. PROVIDE ALL UNITS WITH ALUMINUM DRIP CAP. 6. INSTALL ALL WINDOWS/DOORS/FLASHING PER MANUFACTURER'S RECOMMENDATIONS. 2013/11/22 ISSUE TO BLDG. DEFT, 2013/11/04 BID SET 2013/08/28 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL 212.675,9266 www.re4o.com FAX: 212,206.0944 WINDOW DETAILS DATE: 2013J11/22 A021 SCALE: AS NOTED CONYRIGHT O RE30LUTION:4 ARCHITECTURK. ALL R14HTS R!3lRVID. 2.67"X 7/8" KYNAR-PAINTED CORRRUGATED METAL. SIDING INSTALLED HORIZONTALLY, DY GC, � REF, EXT, ELEV, 114" SPACER @ SIDING SCREWS FLASHING TAPE OVER MTL, FLASHING BY GC ZIP WALL; FLASHING TAPE OVER NAIL ON FIN, SHEATHING TAPE OVER FLASHING TAPE BY MANF, FLASHING TO MATCH SIDING W/DRIP EDGE BY GC, CAULK JOINT @ 2X2 CEDAR TRIM, BY GC SEALANT BETWEEN NAIL ON FIN A SHEATHING AT TOP, SIDES cAPPLIED ALUMINUM DRIP CAP FROM WESTERN WINDOWS, K, CAULK JOINT@ WINDOW WESTERN WINDOW EXTERIOR 06 TYP. WINDOW HEAD/SILL DETAIL EXTERIOR THERMALLY BROKEN ANNO. ALUM, WESTERN WINDOW SACKER ROD S CAULK SY CG 2X2 CEDAR TRIM BY GC, BEVELED TO SHED WATER W/ DRIP EDGE FORMABLE SILL PAN FLASHING OVER ZIP WALL UNDER WINDOW, AT SILL, BOTTOM CORNERS AND 6" UP SIDES, SLOPE 10 EXTERIOR TO DRAIN J -CHANNEL FLASHING TO MATCH SIDING BY GC 2,67" X 7/8" KYNAR-PAINTED CORRRUGATED METAL SIDING INSTALLED HORIZONTALLY, BY GC, REF. EXT, ELEV, 114" SPACER CH) SIDING SCREWS 2X2 CEDAR TRIM, BACKER ROD d CAULK AS READ, TYP, J -CHANNEL FLASHING TO MATCH SIDING 267" X 7/6" KYNAR-PAINTED CORRRUGATED METAL SIDING INSTALLED HORIZONTALLY tl/ 3 1 4' 2 1/2'` 14"1.IA T L 3/4" THK. PTD, WD, KNIFE EDGE TRIM,EXTENDS 3/4" PAST GWI TO CATCH 4—BASE, TYP,-__-------_......-.------_. 41/2"SHIM ASREQ'D,TYP. "''INTERIOR /4'' DRYWALL RETURN W/CORNER DEAD 02 TYP. SLIDING DOOR HEAD/SILL DETAIL 2,67"X 7/8" KYNAR-PAINTED CORRRUGATED METAL SIDING INSTALLED HORIZONTALLY IIkISE 15LEILMAY7l REF, ELEV, FLASHING W/DRIP EDGE, CAULKING AS READ, TYP. 5/9" THK, GWB SOFFIT 2X2 CEDAR TRIM, SACKER ROD & CAULK AS REQ'D APPLIED ALUMINUM DRIP CAP FROM WESTERN WINDOWS, CAULK JOINT @ WINDOW APPLIED ALUMINUM DRIP CAP FROM WESTERN WINDOWS, CAULK JOINT @ WINDOW INTERIOR WESTERN DOOR SILL PAN FLASHING NY MANF„ TYP, FINISH FLOORING TILE ON 114" BACKER BOARD BEVEL 2X2 CEDAR TRIM TO SHED WATER, DRIP EDGE, SACKER ROD L CAULK AS REQ'D, TYP, SILL FLASHING W/DRIP EDGE TO MATCH METAL SIDING IPE WOOD DECKING 03 TYP. SLIDING DOOR JAMB DETAIL T&G CEDAR CEILING ' N,O,F, EXTERIOR x 0 z n. 0 CEDAR BOARD BELOW DOOR TRIM/ABOVE IPE DECKING, REF. ELEVATION IPE DECKING FEE 01 SWING DOOR HEAD/SILL DETAIL R E S 4 pr" rv— A I-*, THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE NOTES, 1, ALL WINDOWS/DOOP.S TO RE THERMALLY BROKEN ALUMINUM FRAME WITH NAIL ON FIN IN DARK ANODIZED BRONZE FINISH. 2., PROVIDE ALL OPERABLE UNITS W/STANDARD INSECT SCREENS, 3, ALL DOORS TO HAVE STANDARD THRESHOLD, A. ALL DOORS TO BE MEDIUM STILE. 5. PROVIDE ALL UNITS WITH ALUMINUM DRIP CAP. 6. INSTALL ALL WINDOWS/DOORS/FLASHING PER MANUFACTURER'S RECOMMENDATIONS. 2013/11/22 ISSUE TO BLDG. DEFT, 2013/11/04 BID SET 2013/08/28 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL 212.675,9266 www.re4o.com FAX: 212,206.0944 WINDOW DETAILS DATE: 2013J11/22 A021 SCALE: AS NOTED CONYRIGHT O RE30LUTION:4 ARCHITECTURK. ALL R14HTS R!3lRVID. PAINT GRADE V 06BARN DOOR HEAD/SILL DETAIL 3" = 11.011 /LOCKING IN CLG, AS REQ'D NY MANF. 5/8' GW/ SOFFIT 3" ANODIZED ALUM. FASCIA SOLID CORE 1-3/4' THK. PAINT GRADE SLIDING DOOR DOOR WEIGHT: 1B0LIS HALLWAY FLOOR GUIDE TILE FLOOR TYPE 05 a O 0 n SLIDING TARN DOOR 1314 SOLID CORE, PAINT GRADE FACTORY TO SHIP LOOSE (4) 2'-6" DOOR$ (2) DOORS NAILED TOGETHER ON SITE FOR EACH OVERSIZED SLIDER 4 WAIUCLG MAY OCCUR 314" I— �`` PAINT GRADE FRAME ................. I............ ....!! !.**.",.,I,.,.-.,..'..,.,..,..'.-.1 ................... DOOR 1 7/8" 1 1 3/4" TRIM 05 TYP, CLOSET DOOR JAMB/HEAD DETAIL 3" - 1'-0" TYPE 04 OVERHEAD GARAGE DOOR MANUAL LIFT ALUM, FRAME & INSULATED FROSTED GLASS 1fj 1 cl E 04 TYP, SWING DOOR JAMB/HEAD DETAIL 311 = 1'-01, SWING DOOR PTD, 1 3/4" FLUSH PANEL FIBERGLASS DOOR BY THERMA•TRU, OR APPROVED EQUAL [iQ2 Q{ j L/CLG MAY OCCUR J GRADE FRAME DR VARIES • REF, SCHED„ PLAN �. CLOSET DOORS 1 3/4" SOLID CORE, PAINT GRADE REF. SCHED„ PLAN FOR S OF DOORS FLR MAT, - REF. FINISH PLAN Oi TYP. SADDLE 3" = 1 1-01 2'-6" 02 DOOR TYPES i TYPE 01 SWING DOOR 1 314" SOLID CORE, PAINT GRADE 1Q lUa IQh 1 1 IN , . 11e]IIIIIIIIIIIIIII11101. 1 r . 11111111F. 1 / u • C .• •♦C ,:tt • u .0 .r ► . t• r + �� u_. • ► �� M. Y .►. C rr•[ t. t •t•_ t• r . r [ u• . ► •,► _ ♦r .ar •C r .4 ► .[•„ 1� .1 / / .1 1� F19- / 1 [ _ r rt . _ C •C 't• r . � . [ u• . ► r •u t r c r ► r %10 R. ..a.m RIM11111 .1 .,/ctrl• i�n�iiinini�r��ll����srr�l�■IiQr.�lri�!rsnmri�c��rit� � . r . � •• r���irr��r��w� r _ r -mIMM. =- . � • r •t .► [ Y ..► . Y . ► YusmY ► . romp. 1 1 /rte 1 1 / r[•♦u Rq� . 1 r •[ ,► :1 t.r r [ �,♦ .1 ♦ A► •r 1,r •u NyI "1 . /rim rt Of .1�r ►0 AF, 1. IS� IN 41-11 -12c t♦���' WON ltYli� . • r •t .. ► [.Y r t u• . ► • • 1► [rr u• ► .t•u rr� r tt� ► .,' . � i�l��:���i�r�[•7d7.[..,■,� i�ii��� 1�!�1ww ■l�1LAI� Y t ., .., t.r . r [ „r ► .. .U, t •t.r „r ► r .,, 1 M , . r• r ■+L,t•T._a,�l. a•rt�♦l��r'fQ•�. /rGi-rr'�i:G� • ♦ .► ► t.• .► . •y • .. r .• .r ► row 0400 1% 0 :• / :. / ■I+Iw�ii'��ii�• .�+ii.I�ilD�.%i • r •[ -► ► [•Y ► , t 1 u• ► •► t•• :1 r • • •r ► s •. �atf•/L":f1I 1R1►1r,IC�� • . i 1 � 1 + _ '_ ._ _ _ �FfLIIw • r ♦ t . ► ► t . r C 1 , • ► ' t r o� Doorz scHEDUL� R E S 4 I -D, r r .,• t� THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 2013/11/22 ISSUE TO BLDG. DEPT, 2013/11/06 BID SET 2013/06/21 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4o.com FAX: 212.206.0944 DOOR SCHEDULE DATE: 2013/11/22 A030 SCALE: AS NOTED COPYRIGHT 0 RESOLLMOH: 4 ARCHITECTURE. ALL RIGHTS RESERVED. in TYPE 04 OVERHEAD GARAGE DOOR MANUAL LIFT ALUM, FRAME & INSULATED FROSTED GLASS 1fj 1 cl E 04 TYP, SWING DOOR JAMB/HEAD DETAIL 311 = 1'-01, SWING DOOR PTD, 1 3/4" FLUSH PANEL FIBERGLASS DOOR BY THERMA•TRU, OR APPROVED EQUAL [iQ2 Q{ j L/CLG MAY OCCUR J GRADE FRAME DR VARIES • REF, SCHED„ PLAN �. CLOSET DOORS 1 3/4" SOLID CORE, PAINT GRADE REF. SCHED„ PLAN FOR S OF DOORS FLR MAT, - REF. FINISH PLAN Oi TYP. SADDLE 3" = 1 1-01 2'-6" 02 DOOR TYPES i TYPE 01 SWING DOOR 1 314" SOLID CORE, PAINT GRADE 1Q lUa IQh 1 1 IN , . 11e]IIIIIIIIIIIIIII11101. 1 r . 11111111F. 1 / u • C .• •♦C ,:tt • u .0 .r ► . t• r + �� u_. • ► �� M. Y .►. C rr•[ t. t •t•_ t• r . r [ u• . ► •,► _ ♦r .ar •C r .4 ► .[•„ 1� .1 / / .1 1� F19- / 1 [ _ r rt . _ C •C 't• r . � . [ u• . ► r •u t r c r ► r %10 R. ..a.m RIM11111 .1 .,/ctrl• i�n�iiinini�r��ll����srr�l�■IiQr.�lri�!rsnmri�c��rit� � . r . � •• r���irr��r��w� r _ r -mIMM. =- . � • r •t .► [ Y ..► . Y . ► YusmY ► . romp. 1 1 /rte 1 1 / r[•♦u Rq� . 1 r •[ ,► :1 t.r r [ �,♦ .1 ♦ A► •r 1,r •u NyI "1 . /rim rt Of .1�r ►0 AF, 1. IS� IN 41-11 -12c t♦���' WON ltYli� . • r •t .. ► [.Y r t u• . ► • • 1► [rr u• ► .t•u rr� r tt� ► .,' . � i�l��:���i�r�[•7d7.[..,■,� i�ii��� 1�!�1ww ■l�1LAI� Y t ., .., t.r . r [ „r ► .. .U, t •t.r „r ► r .,, 1 M , . r• r ■+L,t•T._a,�l. a•rt�♦l��r'fQ•�. /rGi-rr'�i:G� • ♦ .► ► t.• .► . •y • .. r .• .r ► row 0400 1% 0 :• / :. / ■I+Iw�ii'��ii�• .�+ii.I�ilD�.%i • r •[ -► ► [•Y ► , t 1 u• ► •► t•• :1 r • • •r ► s •. �atf•/L":f1I 1R1►1r,IC�� • . i 1 � 1 + _ '_ ._ _ _ �FfLIIw • r ♦ t . ► ► t . r C 1 , • ► ' t r o� Doorz scHEDUL� R E S 4 I -D, r r .,• t� THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 2013/11/22 ISSUE TO BLDG. DEPT, 2013/11/06 BID SET 2013/06/21 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4o.com FAX: 212.206.0944 DOOR SCHEDULE DATE: 2013/11/22 A030 SCALE: AS NOTED COPYRIGHT 0 RESOLLMOH: 4 ARCHITECTURE. ALL RIGHTS RESERVED. 13' 12'-01' CEDAR AND SS. CABLE RAIL SYSTEM BY GC CEDAR BRISE SOLEI L AI!IiOiVE GC mmT' IPE DECKING W/ CONCEALED FASTENERS ON 2X8 PT FRAMING BY GC 011 it q DOOR 9 IS ND ELEV: 14' UP 3R L —ELEV: 15' — 74 PROPANE PANE SBQ GAS LINE TO GRILL BY GC r u �2 I!? EEEi' 04-A2M i 10 SIM 021 12'-0" 14-r - -------------------- ------------- -­--- ---------- ------- ........ I ----2X CEDAR RAIL BY GC 101 RATS "RONDO" j WOOD - BURNING STOVE BY GC - SET AT 45 DEG._ . . . . . . . . . . . A - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - 2'-1" ----------..... ................... . ................... . ---------- ----------------- 74T 10 Sim ell 021 4 -- WINDOW, - WAIN— L I — , j 1 ........... 2x8 WALL i fr1-0-1li LIVING 06-A410 ROOF DRAIN— 0 IPE DECKING W/ CONCEALED FASTENERS BY FLEADER T GC ON 2X PT FRAMING AS REQ'D; COORD, W/ MANF. 2 ----------- r - - ---------------------- I I I - I ........... FI -057 BEDROOM ........... OS 4 D 0 L r—T-104-1 BEDROOM ROEADER RAIN OF r m T.I!j I 210 r 0 Sim I *At -U r 02 M rOAAI I 103 104 ~1031 108 N' A 2X3 MATE WALLS, BOTH MODULE I I n EQ- I] '-15 1/2" ISLAND ? 045 021 DRYER VENT if a . ...... . . . . . . . . . . . . . . . . . . . . . .. . . . . 4 . . . . . . . . . . . . . . . . . . BEDROOM BEV 6A INDRY A&4;e,) C103A) 04 ISATHIFLAU 77 IIIATIH F1 0 REP. A400 KITCHEN REF. A REP. A400' 11102 WASH r— — — — — — - F0 37 DINING u REF, A410 DRY T CE) 0 c Ll- L—LJ I r -D -W-1 ROOF DRAIN ---- ---- T ----- T ------ ------- r ------- LEADER rnw 4- ...... I ..... FIT In SHUT-OFF FOR 1021 ( ...... 1031 .... t 03 t OS l0i 107 106 ... OUTDOOR BATH. OVERFLOW SCUPPER BY SHOWER GC ABOVE: REP. A500 rt WINDOW WINDO rt WINDOW 13'-31/2" EQ. EQ. EQ, oil 10 51-5" 4 1/2" 41/2" V-41 1 /2' .30-4- lo 3' -0" C -LR----, 60'-2" MODULE LENGTH p 04 I 0�3� 02 O1 i 2 21 1 y, , 04' 191-01,_ ______ 12'-4 1 /Z' 191-9 1/2" 8'-3 3/4" 6 V-3 WIC _ ___�e 1 EDGE OF CONC. SLAB OPEN RISER 1 1/2" SOLID CEDAR TREAD FROST FREE HOSE BIB RV GC ALIGN W/ WINDOW —BATH/STORAGE MODULE A • . MODULE I ­ WISHUT-OFF & DRAINS ABOVE, EXTEND 2X2 I VOLUME BY GC - i i I STAIRS W/ 2X CEDAR STOP BELOW EA. 1 FROM OUTDOOR I REF, ELEV. +61 EACH RISER TREAD (4" MAX, OPENING) W/ CEDAR OUTDOOR SHOWER BY GC� SHOWER SCREEN UNDER HANDRAIL ON S.S, BRACKETS BY GC W/SHUT-Or-F It DRAINS j WINDOW 002A TO ALIGN W/TRIM, SEE EXT. ELEV. - - - - - - - - - - - ---------------------- ............. - - - - - ----__««___ -- - - - - - - - -- - - - - - - - —__--_.—^- - - - - - - - - - - -------- ------------- ------------ ------------------------ 7 —7 —77 —17 77 7 7 77 - -+.•«...,- 7 7-7— �,+7,76'EACH RISER oe BATH FO -037 STONAGE I. + 76" WD, PLA FORM ol —BUILT-IN CK FRAMING AS M-�QEI ABOVE; uj: ... ... 2. U V.4' p sty GC COO2D, W/ MANE. oo oo II 0 z 0025 SHELVING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - III .......... i is -2X P.T, WALL CLAD IN CORRUGATED ED IIEQ EQ If I I r METAL SIDING BY GC (ALIGN SUCH THAT CORRUGATED METAL SIDING IS ................ /E 44 CONTINUOUS WITH SIDING ABOVE III (ADI, TO STAIR) - REF, ELEV� 2X2 CEE)AR 3' 0, C, SLAT 4 V! .......... SHOWER SCREEN ON 2X PT If ............... ......... FRAMING W/ 1/8'THK. If FROST SOS LUMASITE BY GC, WALL -HUNG SS JUST SINK DURAVIT STARCK 2 It z Q .....W/SACKSPLASH, WALL —WALL -MOUNTED TOILET 2X SOLID CEDAR FASCIA 0 END u —ALL OF CORRUGATED METAL WALL ..... ­ GC CONNECT SHOWER MOUNT FAUCET W/ GEBEPIT IN -W 6 DRAIN TO DRYWELL MIRROR ABOVE BY GC TANK PA CARRIER BY GCf BY GC (SCRIBE CEDAR AROUND II I........... Ile 2X PT DECK FRAMING 4 1/2" POLISHED &SEALED— STEEL 9EAM ABOVE) CONCRETE SLAB WIW,W.M. ,LIPli it AS REQlD ABOVE; ......Ilift II COORD, W/ MANF, iI REINFORCING ON MIN, I" THK, 4 112POLISHED It SEALED If .......... ........ CONCRETE SLAB W/tilf RIGID INSULATION OVER STEGO REINFORCING ON MIN, I" THK, WRAP 16MI , VAPOR BARRIER AND II ................ RIGID INSULATION OVER $TFGO 61' COMPACTED GRAVEL BED W/4" II 1L 2X8 PT DECK FRAMING WRAP I SMIL, VAPOR BARRIER AND PERFORATED PIPE DRAINAGE ABOVE BY GC SYSTEM TO DAYLIGHT, TYP, I 0 ................. 6'COMPACTED GRAVEL BED W/41 774& EACH RISER 0 PERFORATED PIPE DRAINAGE ELEV: IV SYSTEM TO DAYLIGHT, TYP. ELEV: 141 STORAGE VOLUME BY GC ........... CONC. STEPS BY GC ........... LV. 11 1 1 V - - - - - - - - - - - --------- - - - - - M-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C,4 if IEP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :.7 ------ C INSULATED— - WALL,C�MTY FOR ROOF DRAIII, LEADERS I' [10-071! STORAGE ........... tf I : : it ---------------- ----------------- -0 II I ..-- ----------------------i--i- I HWH ELEV: 14' El UP 3R 0 3" O.C. 2X2 CEDAR SLAT WALL BY GC L - - - - - - - - - - - - - - I t ''''AHU" '(EXTENDS ABOVE DECK AS RAILING) I I II ........ ........ ALL STEEL COLUMNS & '—ELEV: 16'-11114- ww-.. - FOUNDATION BY GC - El 11 2X PT FRAMING W/ IPE DECKING S, E BENCH BY GC .......... REF, STRUCT, CONCEALED FASTENERS W/ T&G ----------- I f ------------------------------------------------ CEDAR @ SIDES BY GC - REF, ELEV. -------- - - - - - ------------=3= --- -- - - - - r----------- OPEN RISER] 1/2" SOLID CEDAR FROST FREE HOSE SIB BY G.C. n 0 TREAD STAIRS W/ 2X CEDAR STOP Lu 7+6" EACH RISER W/SHUT-OFF & DRANS Lu 0 1: I� H RISER jr +1"7.751� EACH Lu BELOW EA. TREAD (4" MAX. OPENING) z W/ S.S. CABLE RAIL SYSTEM L CEDAR o HANDRAIL ON S.S. BRACKETS BY GC 0 -A EDGE OF CONC, SLAB TYP. 2-4.1 7'-0 1 /7' i, 1 V-9 1/2" 12'-0' 80'-0` OVERALL SLAB LENGTH flit 114' 13' 1 9 FIRST FLOOR 1/4" = 1 -0" LINE OF MODULES ABOVE 01 GROUND FLOOR_ 114" = 1'-0i" NOTE: ALL GROUND FLOOR LEVEL RES4 nw r* E ""I!, THE MODERN M0DULAR BY RESOLUTION: 4 ARCHITECTURE 1, ALL EXTERIOR DIMENSIONS ARE TO EYTERIOR FACE OF STUD AND DO NOT INCLUDE EXTERIOR SHEATHING BOARD OR EXTERIOR CLADDING, 2. EXTERIOR WINDOWS & DOORS TO BE PROVIDED is INSTALLED BY MANUFACTURER W/ EXCEPTION OF GROUND FLOOR WINDOWS -TO BE PROVIDED BY MANUFACTURER & INSTALLED BY GC, ALL WINDOW DIMENSIONS ARE UNIT DIMENSIONS. 3. ALL SUBFLOORS TO BE 3/4" THICK T&G PLYWOOD DECKING. 4, ALL INTERIOR WALLS TO BE 2X4 CONSTRUCTION WITH 1/2" G,W,B, SHEATHING U,O,N. 6, ALL CEILINGS TO BE 5/8" G,W.1111, SHEATHING, 6. ALL ROOF DRAINS TO BE PLUMBED THROUGH INTERNAL LEADERS (AS INDICATED) TO D YWELL. e. 2013/11/12,,�� TO BLD rT 2013/11/04 BID SET 2013/011/21 REVISED FACTORY SET 2013/01/13 FACTORY PRICING SET SD AR tp 02054' HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL, 212.675,9266 www.re4c.com FAX: 212,206.0944 CONSTRUCTION PLAN DATE: 2013/11/22 A110 SCALE: 1/4"= 1'-0' COPYRIGHT 0 NPIOLILMON: 4 ANCHRYCTURI, ALL RIGHTS AtIlIVED, � CEpAR BRISE SOt.EIL ( � BY GC, REF. A500 ' � I f g � a -- _ _' i/.., /,i / /,•i,,/. / //"•/.. 'rj;;.j. /i� %//' /;, .'/ PREFABRICATED INSULATED SS FLUE 1 :j ' ( \♦\ INSTALLED BY GC 1 s I ♦♦ rr I r r I ; I ♦• INTERNAL ROOF I€ I S i ♦\♦ rrDRAIN LEADER INTERNAL ROOF ♦.--------------------------------) INTERNAL ROOF----------*wQ rr DRAIN, TYP. \ DRAIN, TYP. i 3 i _ i ; ter' .♦ OPEN TO DECKBELOW � ' � ; III ( r,' ♦♦ r' ~.. t ♦ / r' I O,r ' I ,, 1 � I I ♦♦ INTERNAL ROOF + € { # i $ _ ' ,' ♦` j .. fr',r DRAIN LEADER ii � � I I' ♦ ' r' I `'` r. I x � �! 1 1 •.„„ I I FULLY ADHERED 60 MIL. EPDM ROOFING MEMBRANE ON TAPERED RIGID FOAM INSULATION, SLOPE TO I INTERNAL ROOF DRAINS • MIN; 114" PER FOOT, TYP: (INSTALLED BY MANF., FINISHED & FLASHED BY GC) INTERNAL ROOF- ........... 0-0 INTERNAL ROOF I / , ' t I DRAIN, TYB, _DRAIN LEADER ; J % _ i 2X6 PARAPET WALLS, PANELIZED I I f P � � i ,. •'' SHIPPED LOOSE BY MANF, k I , INSTALLED BY GC I ,, , %/f 'i%i;•�" '! is r: �/,w,%•/.•, '�i i!%�i% %%: •f"%'/ r/ %r /.', /./ r fn's ri'%i , r-7— •/// / , 'r;%/ar/. / ., %'J f.•ri%'r :%: r f%:' ,/ : %i:L'%f /:%,/`✓ " r/ %r'f. % f.%. % /o �l" /%/ .,•/-% f,/i' OVERFLOW SCUPPER BY GC, REF, A500 i ROOF I I 1/4" = 1'-0" i i i i i I i i 1 80'-0" OVERALL SLAB LENGTH I MODULE _ MODULE B MODULE A (ABOVE) _MODULE B (ABOVE) L__----_-1____—I------------------------------------�^1 FOUNDATION I NOTE, ALL FOUNDATION LEVEL BY GC, TYP, i i I i i O1 1j41 1 = 1'-0" i i i i i i i R P S 4 R'E'*'""F r"`-t' 2 S" THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 1. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF STUD AND DO NOT INCLUDE EXTERIOR SHEATHING BOARD OR EXTERIOR CLADDING, 2, ALL SUIFLOORS TO BE 3/4" THICK TRG PLYWOOD DECKING. 3: MUSHROOM ROOF VENTS SUPPLIED BY MANUF, INSTALLED BY G.C„ FLASH AND PATCH A$ REQUIRED: 4. ALL ROOF DRAINS TO BE PLUMBED THROUGH INTERNAL LEADERS (AS INDICATED) TO DRYWELL, 5, ALL PLUMBING VENTS VENT TO ROOF, FACTORY TO COORD, LOCATIONS, 2013/11/22 ISSUE TO BLDG. DEPT. 2013/11/06 BID SET 2013/08/26 REVISED FACTORY SET 2013/OS/13 FACTORY PRICING SET w QED AR O SaT L 6�rvrA���t� (P w ; 02054 0 N� N HESLIN RESIDENCE 60 PECONIC SAY BLVD LAUREL, NY 11945 RESOLUTION: A ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NFW YORK, NY 10001 TEL: 212.675.9266 www.re4o,com FAX: 212,206,0944 FOUNDATION/ROOF PLAN DATE: 2013/11/22 Alll SCALE: 1/4!'= V-0" COPYRIGHT 0 RISOLVIIION:4 ANCHRICTUII. ALL RIGH 1131RVID. 4 +10" 12',0 - M 17-4 1/2" 16! 1/21, y I 3,•0., I 1' 0" P. TY i I I � � I i ,' +6!" EACH RISER I �? i ___-..----_«...----:.,._...._. �---- -----.�__�_.__ -----L ---__-r`c.i----------------------------------------------------- {- ^ -,+_.. _ -..--- _...__.._..._..ti «/ ____.. �.._.»_..__.` 1 __.._ ., ...._. ._... .__...__. _�..- �__ _ _ti •�� _._. _ _._ I r - _I -"I».( -�" 1 -T_-(--T--I- T_ ------------------I_.._.._. �- I I I I 1 1 I I ( I 1 I I � /-/� I i I I 1 1 I I I 1 I 1 I I 1 I 1 I 1 I 1 I I I 1 I I 1 I j 11 11 I ; i 11 1 1 1 1 I ; ! 1 I 1 f 1 I I I 1 I I I I .. _ ---------------^____ _7 a..- .»....-1 ------___J r"'------- L__.,•_..__.,•......1 i. »_..1 �.....------- i � � _ ..� I 1 I 1 1 I I 1 I 1 I I I 1 ..1... 1....1..1 _..1._1....1-..1....1.-1....1...1....1-..Y ----_-----.. �__............._-_..................,.._...-..__.. 1 -� -, i I GC SLOPE MIN, 114" I I I I PER FOOT TO DRAIN 4 CONNECT SHOWER I f DRAIN TO DRYWELL i I � I I f ALL STEEL COLUMNS/ BEAMS, CONC. SLABS, CONC. STEPS, CONC. GRADE BEAMS & WOOD I ( i I ( I I i U 0 Q z p i I I PILES BY GC • REF. STRUCTURAL j j i I I S a +b" EACH RISER j i .r.3 Q I ? O I I I i i I M -r--------------- I; I'----- -------- ------------------ ----------- 1 1 1 1 1 1 1 1 1 -_-.._......,,_.._..--_---__-.._.._.._-------. r _-__------ ---------------------------------- -----� "____--_,..-...__,•-__" ___.... .. ------------r -_^R__-rr---rr---n �.._.. .._.-t!J�._.__..._...,_.............__._,,..,........_,,._............._....._..w.,...,....._,._...... _.._____..,........ .w... __�ir� bn ' :o w C7 +6"EACH RISER I I I F �j(�� 1 I II I I I 1 I I I 1 I I 1 I I I, I 1 I 1 1 I I I I I 1 1 1 li 1 I I I 1 I I 1 1 I 1 I I I I 11 i j i I i I I M� 0zo ,[ yQw� MODULE A (ABOVE) _MODULE B (ABOVE) L__----_-1____—I------------------------------------�^1 FOUNDATION I NOTE, ALL FOUNDATION LEVEL BY GC, TYP, i i I i i O1 1j41 1 = 1'-0" i i i i i i i R P S 4 R'E'*'""F r"`-t' 2 S" THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 1. ALL EXTERIOR DIMENSIONS ARE TO EXTERIOR FACE OF STUD AND DO NOT INCLUDE EXTERIOR SHEATHING BOARD OR EXTERIOR CLADDING, 2, ALL SUIFLOORS TO BE 3/4" THICK TRG PLYWOOD DECKING. 3: MUSHROOM ROOF VENTS SUPPLIED BY MANUF, INSTALLED BY G.C„ FLASH AND PATCH A$ REQUIRED: 4. ALL ROOF DRAINS TO BE PLUMBED THROUGH INTERNAL LEADERS (AS INDICATED) TO DRYWELL, 5, ALL PLUMBING VENTS VENT TO ROOF, FACTORY TO COORD, LOCATIONS, 2013/11/22 ISSUE TO BLDG. DEPT. 2013/11/06 BID SET 2013/08/26 REVISED FACTORY SET 2013/OS/13 FACTORY PRICING SET w QED AR O SaT L 6�rvrA���t� (P w ; 02054 0 N� N HESLIN RESIDENCE 60 PECONIC SAY BLVD LAUREL, NY 11945 RESOLUTION: A ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NFW YORK, NY 10001 TEL: 212.675.9266 www.re4o,com FAX: 212,206,0944 FOUNDATION/ROOF PLAN DATE: 2013/11/22 Alll SCALE: 1/4!'= V-0" COPYRIGHT 0 RISOLVIIION:4 ANCHRICTUII. ALL RIGH 1131RVID. MS3: MOTION SENSOR FOR — BACK DECK Ll l LIGHTS REF, EXT, ELEV. FOR LOCATION M53: MOTION SENSOR FOR BACKDECK Li l LIGHTS REF, EXT. ELEV, FOR LOCATIONS •.••.••••••• CpF71 YFD r&Alr ............:. LOW SPEAKER, REF. ELEV I 4 I I Ll l RAIL LIGHTS ON MOTION SENSOR (MS2) r---- ------------------- -....... --.._.. h . a ._...----••-^•- 'r. � - ..... -- - � -: _...._...__... c ........................ .. ................... ................. ---------------- . -! WINDOW I WINDOW WINDOW 1 ( � I I I I ( I I I I I I I I { I i 1 I I I B'•3' AFS ; T1.11 PLYWOOD CEILING BY GC TO SWITCH by FRONT DOOR -4-- — — — — — - - - - - - ------ - - - - -- --------------------- 1V BATH _ _ _ - 003 $TORAliE - - - - PT FRAMING AS REQ'D FOR wrw.ww •,•Y• .b00D00 10'-0' AF -^� -T1.11 PLYWOOD--w-------- CEILING BY GC j 2X PT FRAMING AS REQ'O FOR DECK ABOVE; COORD, W/ MANF. 1' t I , ` T fTBRAGE , I ---------L_ -� _ II.t YYVVI EILI G BY GC DECK ABOVE; COORD. W/ MANF. fIC =20 G IY GC -- IIIIIIIIIIII----------- III ------- M33 -mom ___ ___..........- I_ .........._ __.-- -- ....._...,--..,......._.__...-_-...............__.,..._.......,__ n EQ. EQ, Y EQ. EQ. ( EQ Q.I _ �EQ. EQ.Y_ EQ. EQ. MS2: MOTION SENSOR FOR Ll l RAIL LIGHTS ................. MSI: MOTION SENSOR FOR UNDER -HOUSE LIGHTS MS1 REF. EXT, ELEV. FOR LOCATIONS .�.�.._........................ MODULE MODULE i r --- AIR OUTLETS SHOWS DESIGN INTENT • MANF, TO COORDINATE SUPPLY AIR OUTLET LOCATIONS W/ARCH., TYPICAL MANUAL SUMLINE MECHO$HADEBRACKET W/FASCIA IN WINDOW •'-" JAMO' BY GC 5 I 0 a FIRST FLOOR 1 /4 = 1 0 LINE OF MODULES ABOVE. p� GROUND FLOOR 114"= V-0" NOTE: ALL GROUND FLOOR LEVEL IY GC, TYP. R E S 4 F'R. E F A% Fl� %"o THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE GENERAL 01, ALL ELECTRICAL WORK TO BE PERFORMED NY LICENSED ELECTRICAL CONTRACTOR, 02, PROVIDE ELECTRICAL SERVICES AS REQUIRED TO ACCOMMODATE NEW LIGHT FIXTURES AS PER MANUFACTURER'S RECOMMANDATIONS, 03. CONTRACTOR TO PROVIDE AND INSTALL CONDUIT, BOXES, SWITCHES, DIMMERS, FIXTURES, BULBS, TRANSFORMERS AND ALL OTHER MATERIALS NOT SPECIFIED TO BE PROVIDED BY OWNER OR FACTORY. 04, PROVIDE, COORDINATE AND INSTALL ALL REQUIRED REMOTE TRANSFORMERS FOR LIGHTING AS SPECIFIED BY MANUFACTURERS, EXACT LOCATIONS TO BE COORDINATED IN FIELD WITH ARCHITECT. 05. ALL SWITCHES TYPICALLY MOUNTED CENTERLINE 0, 3'-B" A.F.F, U,O.N. COORDINATE AND VERIFY ALL LIGHTING LOCATIONS WITH MILLWORK, REFER TO INTERIOR ELEVATIONS, GANG SWITCHES & RECEPTACLES IN SINGLE PLATE WHEREVER MULTIPLE LOCATIONS EXIST, 06, ALL SWITCHES VERTICALLY ALIGNED WITH OUTLETS UNLESS OTHERWISE NOTED. IN CASE OF CONFLICT, VERIFY LOCATION OF LIGHT FIXTURES AND SWITCHES IN FIELD W/ ARCHITECT. 07, ALL SYMBOLS A DIAGRAMS ARE NOT TO SCALE, 08, ALL SPEAKER WIRING TO BE 14 GAUGE OR BETTER, SWITCHES 01, ALL NEW 4 EXISTING SWITCHES, OUTLETS, TELEPHONE JACKS & TV OUTLETS TO BE DECORA BY LEVITON, WHITE 02, ALL NEW DIMMERS TO BE MAESTRO NY LUTRON, WHITE; COORDINATE LIGHT TYPE W/SWITCH. FLUORESCENT LIGHTS TO USE LUTRON HI-LUME FDI ELECTRONIC DIMMING BALLASTS AS REQUIRED, 03. ALL COVER PLATES TO BE DECORA (RUSHED S.S. BY LEVITON OR APPROVED EQUAL, LEGEND -0-0 RECESSED DOWNLIGHT 0 8'CLG OL2 RECESSED DOWNLIGHT 0 9' CLG L3 ".. RECESSED DOWNLIGHT LOW VOLTAGE }L4 RECESSED DOWNLIGHT SHOWER +cs-- LINEAR FLUORESCENT 1T L6 WN EXTERIOR SCONCE �j-}- PENDANT -TBD 4i} L$STONCO WIP CLO . MTD LI, CN TOLOMEO MICRO WALL SPOT L10 TOLOMEO MINI WALL -6wP Ll1 MINI LED DECK RAIL LIGHTS CFl CEILING FAN EXHAUST FAN SPEAKER BY GC WALL MTD THERMOSTAT DUAL SMOKE is MONOXIDE ALARnCTOR/CARDON LIGHTING SWITCH D LIGHTING DIMMER SWITCH 33 -WAY LIGHTING SWITCH 3D &WAY LIGHTING DIMMER SWITCH FD FAN DIMMER SWITCH r..rr. A.R. NELSOM CURTAIN TRACK MECHOSHADE ROLLER FABRIC SHADES T' SLOTTED SOFFIT AIR OUTLETS BY GC OR ROUND CEILING AIR OUTLETS BY MANF 2013/11/22 ISSUE TO BLDG. DEPT. 2013/11/06 BID SET 2013/04/21 REVISED FACTORY SET 2013/03/13 FACTORY PRICING SET ED ARc gER i L Z ��lJ Q0 02050, Y. i m HESLIN RESIDENCE 40 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www,re4o.cam FAX: 212.206.0944 REFLECTED CEILING PLAN DATE: 2013/11/22 A120 SCALE: 114" = VAX COPYRIGHT 0 RISOLUTION: 4 ARCHITICTURE. ALL RIGHTS RESERVED. Bio -LL`I I I DOOR &IS ND I I I I I Mmm I HOMERUN ALL AUDIO I I TO THIS LOCATION PROVIDE 2" CONDUIT EQUIP; LOW SPEAKER, C I FROM TV TO EQUIP. REF, CABLE SOX, MODEM, iELEV, FOR LOCATION I ROUTER, RECEIVER, DVD-r------.................� T....-----------....--; - - - - r .-.............. ....tom'................. _. ....................... t-_ ................... �....._............ ......._..------....»__I i , I s 1rl-0-41 BEDROOM RPP AAOn Lu uj ALIGN SWITCHES S OUTET( V+k �---- ----► I OW/SWITCHIS ; INSTALLED HORIZONTALLY I '1I' "Ar! AT MODULE MATE 1 Of CANE r'AFF l...... ... - - . AFI CANE W/ 0AF! 0 SWITCH" RIP. REF, ILEV. BEV CKTP E _ .. la BATH1L.AUNDIIV II REF, M00— COORDINATE OUTLET lOt KITCHEN REF. A410 F;........ k; .... ,i II LOCATIONS WITH " ' " II APPLIANCE SPEC., TYP. REF!!V. •47" AFF CONTINUOUS 1 3 DINING GANG W/ , NIP, ILCV, UPPER GAL, kEF, ELEV. REF. A410 I SWITCHES INCA{. kEl, !LIV. t "" UdIR COUNTER % REF MW OVN G F I --- D15P t -p ! I - -- ___ _L_____Rt-•-- _ __ _. (� (� (� h Mr"AFF r"APFRIP.ILIV. �1' T T - I REP.ILEV, 7 Il IL n ol I I i G �........... 1 105 BEDROOM ' REF, A420 i E_^DEQ, i 2, „ 2,-0, WINDOW i I I I ' I I i E i i i j I i I fit WINDOW i 07 BATH I _ REF. A400 ! %t WINDOW I I i Ar! AucN =� w/IwtrcHEs MODUIL� A •�.�•w.�.~.�.�•�+ MODULES 02 FIRST FLOOR 1/4" = V-0" ,�.�.�.�._. LINE OF MODULES ABOVE aGROUND FLOOR 114" = 1 '-0" NOTE: ALL GROUND FLOOR LEVEL GY GC, TYP, R E S 4 FZ P F". E i THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE ELECTRICAL i, ALL OUTLETS AND RECEPTACLES TYPICALLY MOUNTED AT 16" A.F,F, O,C, U.O.N. - REFER TO ELEVATIONS FOR MOUNTING LOCATIONS, 2, ALL SWITCHES TYPICALLY MOUNTED AT 44" A.F.F, U.O.N. - REFER TO ELEVATIONS FOR MOUNTING LOCATIONS, GANG SWITCHES ✓q RECEPTACLES IN SINGLE PLATE WHEREVER MULTIPLE LOCATIONS EXIST, S. ALL INTERCOMS AND THERMOSTATS TYPICALLY MOUNTED @ 60" A.F,F, U.O,N - REFER TO ELEVATIONS FOR MOUNTING LOCATIONS 4, PROVIDE ELECTRICAL SUPPLY AS REQ, TO ACCOMODATE ELECTRICAL FIXTURES AND APPLIANCES PER MANUFACTURER'S RECOMMENDATION; LOCATION OF OUTLETS TO IE COORDINATED W/ APPLIANCES. 6, COORDINATE ALL ELECTRICAL DEVICES WITH CABINETt. 6, COORDINATE ALL ELECTRICAL DEVICES WITH APPLIANCES. 7. IN CASE OF CONFLICT, VERIFY LOCATION OF RECEPTACLE AND SWITCHES W/ ARCHITECT. S. ALL ELECTRICAL CIRCUITS HOMERUN TO GROUND FLOOR MECHANICAL ROOM MAIN ELECTRICAL PANEL 9, ALL DATA/TELEPHONE RECEPTACLES TO BE PROVIDED W/ (2) CAT -6 LINES HOMERUN TO GROUND FLOOR TERMINATION POINT AS INDICATED ON PLAN 10. ALL I ST FLOOR AUDIO/VIDEO CONDUIT AND CEILING SPEAKER WIRES HOMERUN TO A/V MAIN LOCATION IN FIRST FLOOR LIVING ROOM AS INDICATED ON PLAN, LEGEND 9 DUPLEX RECEPTACLE GFI If GROUND FAULT INTERRUPT DUPLEX RECEPTACLE WPGFI (� WATERPROOF GROUND FAULT INTERRUPT RECEPTACLE It, QUAD RECEPTACLE REF APPLIANCE RECEPTACLE TELEPHONE/DATA RECEPTACLE UCN k1F.01 A420 CATV RECEPTACLE, HD COAX, cy w/SwTTCH13 FLOOR QUAD RECEPTACLE WATER PROOF GROUND FAULT INTERUPT FLOOR DUPLEX RECEPT, WPGFI FLOOR PHONE/DATA RECEPTACLE 10BEDROOM AUDIO VIDEO CONDUIT WALL OUTLET iREF, A420 ELECTRICAL PANEL ALIGN H 11 �w - - - - - • 14.75" AFM =RIP. 01 I jIA420 02 FIRST FLOOR 1/4" = V-0" ,�.�.�.�._. LINE OF MODULES ABOVE aGROUND FLOOR 114" = 1 '-0" NOTE: ALL GROUND FLOOR LEVEL GY GC, TYP, R E S 4 FZ P F". E i THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE ELECTRICAL i, ALL OUTLETS AND RECEPTACLES TYPICALLY MOUNTED AT 16" A.F,F, O,C, U.O.N. - REFER TO ELEVATIONS FOR MOUNTING LOCATIONS, 2, ALL SWITCHES TYPICALLY MOUNTED AT 44" A.F.F, U.O.N. - REFER TO ELEVATIONS FOR MOUNTING LOCATIONS, GANG SWITCHES ✓q RECEPTACLES IN SINGLE PLATE WHEREVER MULTIPLE LOCATIONS EXIST, S. ALL INTERCOMS AND THERMOSTATS TYPICALLY MOUNTED @ 60" A.F,F, U.O,N - REFER TO ELEVATIONS FOR MOUNTING LOCATIONS 4, PROVIDE ELECTRICAL SUPPLY AS REQ, TO ACCOMODATE ELECTRICAL FIXTURES AND APPLIANCES PER MANUFACTURER'S RECOMMENDATION; LOCATION OF OUTLETS TO IE COORDINATED W/ APPLIANCES. 6, COORDINATE ALL ELECTRICAL DEVICES WITH CABINETt. 6, COORDINATE ALL ELECTRICAL DEVICES WITH APPLIANCES. 7. IN CASE OF CONFLICT, VERIFY LOCATION OF RECEPTACLE AND SWITCHES W/ ARCHITECT. S. ALL ELECTRICAL CIRCUITS HOMERUN TO GROUND FLOOR MECHANICAL ROOM MAIN ELECTRICAL PANEL 9, ALL DATA/TELEPHONE RECEPTACLES TO BE PROVIDED W/ (2) CAT -6 LINES HOMERUN TO GROUND FLOOR TERMINATION POINT AS INDICATED ON PLAN 10. ALL I ST FLOOR AUDIO/VIDEO CONDUIT AND CEILING SPEAKER WIRES HOMERUN TO A/V MAIN LOCATION IN FIRST FLOOR LIVING ROOM AS INDICATED ON PLAN, LEGEND 9 DUPLEX RECEPTACLE GFI If GROUND FAULT INTERRUPT DUPLEX RECEPTACLE WPGFI (� WATERPROOF GROUND FAULT INTERRUPT RECEPTACLE It, QUAD RECEPTACLE REF APPLIANCE RECEPTACLE TELEPHONE/DATA RECEPTACLE DUAL CAT -6 CATV RECEPTACLE, HD COAX, FLOOR DUPLEX RECEPTACLE FLOOR QUAD RECEPTACLE WATER PROOF GROUND FAULT INTERUPT FLOOR DUPLEX RECEPT, WPGFI FLOOR PHONE/DATA RECEPTACLE AV AUDIO VIDEO CONDUIT WALL OUTLET ELECTRICAL PANEL 2013/11/22 ISSUE TO BLDG. DEPT, 2013/11/06 BID SET 2013/011/21 REVISED FACTORY SET 2013/03/13 FACTORY PRICING SET N HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 2118TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212,675,9266 www,re4a.com FAX: 212.206.0944 POWER/DATA PLAN IDATE: 2013/11/22 ISCALE: 114" = V-0" A730 COPYRIGHT 0 RESOLUTION:4 ARCHITECTURI. ALL RIGHTS RESERVED. _ -__ .. -_ _ __ _-__ -- - _ _---- ___ .'_ - - ----- -- _ __,�. L..77-...�p,_77-..q-.. .�►..ter.. _ r - - 002- BATH � STORAGIE II j::._.. T1.11 PLYWOOD 71.11 PLYWOOD 1 it 1 1 11 I III1...................................................................1 1 FL•1 1................................................................ II I II I a. Ii11...................................................................II 1 5 II I I 1 1 ..........................................................• li . I II I I `t _......._I II ....`........�..........�.........----..-----------_1I I ------- ------------------------------ 4-4 _�-----__-� itI ..............................� I .-•". . . ........... 1 1 y I I I UP 3R �I It I 1 I: ...-<...) I II 1 1 d I 1 1 II I I 1 1 II I �•y I 1 1 1 1' I 11 f l 1 1 1 1 it FL•1 i i i M i i� ----------------- lit 1 I I1, 1 II i r I t I 1 1 1 M I 1) I I II I I 1 ► t 1 I i j (I I I 1 I 11 1 1 , ' jl I 1 t I I 11 I i l •�' N I I 1 j I I i II �i Ii ii _!i li i 1 I i__ — — — ------------------------------- I q ........................ I ----------------------- ------------------".'"--------------------------------------------- —'Il-• Ij....... '1 IEP I I I I i i I _ 001_ II STORAGE 1 "__ --------------------------- 0 -----------,.....----,........,...I I) I I 1 I 1 li q I I i IHWH I r I F t I p I � r I � I 1 1 I II I ! , •�,AHU-. _ I r` •i, it i Ij T1-11 PLYWOOD _-_ ____ --------------------------------_-_________ ___------____-- ___-- -_► .............,-.....,-....r........ MODULEA - M'E7 N FIRST FLOOR 1/411 = 1'-0" ��.�•�`�.�. .�•�� LINE OF MODULES ABOVE• --- - -- - _____ a I i CC � GROUND FLOOR i i I J 1/4" = 1 -0 NOTE: ALL GROUND FLOOR LEVEL BY GC, TYP, R E S 4 P R E F A B 3 THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE FULL HEIGHT CABINETS/ MILLWORK PARTIAL -HEIGHT CABINETS/MILLWORK FL•1 4" POLISHED & SEALED CONCRETE SLAB FL•2 1X6 IPE DECKING W/ CONCEALED FASTENERS EC1 (NEXT) COLCRBODY PORCELAIN TILE - 7.1 J104 CITY• UNPOLISHED T•2 5X6 STACKED SUBWAY TILE, WHITE MATTE FINISH t•3 1X1 GLASS REFLECTIONS TILE, WHITE ICE t•4 1/2X1/2 HONED NERO TILE CT•1 1.1 M" CAESERSTONE, BLIZZARD WHITE I I 1 j ' I _ _— -- --- — ———————————— ——— ———— —— ———————————— ——— —— — ——— 3013/11/22 ISSUE TO BLDG. DEPT, 2013/11/06 BID SET 2013/06/23 REVISED FACTORY SET 2013/OS/13 FACTORY PRICING SET 02050.' :.-OF: N���-� f . _ N HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK:, NY 10001 TEL: 212,675.9266 www.re4a.com FAX: 212,206.0944 FINISH PLAN DATE: 2013/11/22 A140 SCALE: 114" = 1'-0" COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE, ALL RIGHTS RESERVED. &-1 3/1" ASF TO, WINDOW 2X2 CEDAR TRIM, TYP, 3" MTL, CORNER TRIM, TYP, KYNAR-PAINTED METAL COPING BY GC, TYP, C/ •'/ ��`^ I� 1041 3p0m] 2X P.T. WALL CLAD IN CORRUG.— MTL, SIDING BY GC CEDAR BRISE SOLEIL W/SS INSULATED SS FLUE BY GC I SUPPORTS & ­_CABLS MOUNTING $RACKETS BY CONC, SLAB 12"1 118" ASF CEDAR BRISE SOLEIL W/SS CABLE SUPPORTS & GC - FACTORY TO PROVIDE "r TOP OF PARAPET MOUNTING BRACKETS BY GC - FACTORY TO (CONTINUOUS WITH CORRUG, ELEV: 141 PROVIDE BLOCKING AT SUPPORT POINTS -, — ----- KYNAR-PAINTED METAL i' COPING BY GC, TYP, i 101 F7------- CONC. 2X2 CEDAR 3'0,C, SLAT SHOWER-n.•• SCREEN ON PT FRAMING MTL. SIDING ABOVE) CEDAR AND S.S. CARLE W/LUMASITE ON INTERIOR FACE BY GC - REF. A510 11 OPEN RISER 1 1/2" SOLID EXIT, ADJ. GRADE 91-0, ASF 1,4 tLEV: 13' CEDAR SIDING GWB CEILING 2X SOLID CEDAR FASCIA @ END OF CORRUGATED METAL WALL ob 81-1 314' ASP —T.0, WINDOW ALIGN CEDAR TREAD STAIRS2X2 CEDAR SCREEN @ 3" GW5 SOFFIT W/SOrFIT TOP OF PARAPET 2X2 CEDAR TRIM, TYP, O.C. ON PT POSTS BY GC 1101'•1 1 / 181 "' �A$ F . . . . . . . . . . . . . . . . .. s ROOF SURFACE BY GC (SCRIBE CEDAR ot 91-01, ASP ASP A 001 AROUND STEEL BEAM) _,B_'-1.314" T.O, WINDOW 06 81.1 3/14"ASF i 7'011 AFF__ I =T,O. WINDOW EXTEND CEDAR TRIM GWB SOFFIT *-STEEL STRUCTURE BY GC, STEP: 2X6 PT FRAMING W/ IPE REF, SIRUCT. DECKING & CONCEALED FASTENERS W/ CEDAR EDGE BANDS BY GC n CONC. SLOPE to . . ...... ............. ....... . ,DGE OF CONC, SLAB ELEV: 16' ILEV: 16' .8" EXIT. ADJ. GRADi ........... .......ELEV:161 FLEV: CEDAR BRISE SOLEIL W/ S.S. CABLE SUPPORTS & MOUNTING $RACKETS NY GC - FACTORY TO PROVIDE BLOCKING AT SUPPORT POINTS - REF. A500 . . . . . . 2X2 CEDAR SCREEN ®r 3" O.C. ON PT FRAMING NY GC OPEN RISER I I /7'SOUD CEDAR TREAD STAIRS W/ 2X CEDAR STOP SELOW EA. TREAD (4" MAX. OPENING) W/ S.S. CABLE RAIL SYSTEM L 2X CEDAR GUARDRAIL, SIMILAR TO DETAIL 11/A500 W/ CEDAR HANDRAIL ON S.S. $RACKETS BY GC PrA MEMO FDGE OF CONC. SLAB ............. ...... ELEV: 141 ................. ...... .... . ................... .................................................. EXST. AW. GRADE RLEV: 131 MODULE I )MODULE A 61-1 3141, A$F T.6, WINDOW 2X2 CEDAR TRIM, TYP.- OVERFLOW SCUPPER BY GC REF, A500 WINDO KITCHEN EXH, EXTERNAL 2* CEDAR TRIM, TYP, BLOWER: $EST E BI 2 WIN - ­­­­ - -'„_-...L FROST FREE HOSE 511 BY GC GC METAL COPING NATHRM, EXH, VENT• by GC' TYPI PREFABRICATED CEDAR BRISE SOLEIL W/SS INSULATED SS FLUE BY GC I SUPPORTS & ­_CABLS MOUNTING $RACKETS BY CONC, SLAB 12"1 118" ASF CEDAR BRISE SOLEIL W/SS CABLE SUPPORTS & GC - FACTORY TO PROVIDE "r TOP OF PARAPET MOUNTING BRACKETS BY GC - FACTORY TO 121-0 3/8" ELEV' 141 ELEV: 141 PROVIDE BLOCKING AT SUPPORT POINTS -, _T&G CEDAR CLG, BY GC KYNAR-PAINTED METAL i' COPING BY GC, TYP, WIN - ­­­­ - -'„_-...L FROST FREE HOSE 511 BY GC GC METAL COPING NATHRM, EXH, VENT• by GC' TYPI PREFABRICATED CEDAR BRISE SOLEIL W/SS INSULATED SS FLUE BY GC I SUPPORTS & ­_CABLS MOUNTING $RACKETS BY CONC, SLAB 12"1 118" ASF CEDAR BRISE SOLEIL W/SS CABLE SUPPORTS & GC - FACTORY TO PROVIDE "r TOP OF PARAPET MOUNTING BRACKETS BY GC - FACTORY TO 121-0 3/8" ELEV' 141 POINTS - REF, A500 PROVIDE BLOCKING AT SUPPORT POINTS -, _T&G CEDAR CLG, BY GC 0'-1 1/8' ASP i 101 REF. A500 CONC. 2X2 CEDAR 3'0,C, SLAT SHOWER-n.•• SCREEN ON PT FRAMING ......... ...... ELEV; 14'•..... CEDAR AND S.S. CARLE W/LUMASITE ON INTERIOR FACE BY GC - REF. A510 --"�OOF SURFACE WEST ELEVATION EXIT, ADJ. GRADE 91-0, ASF 1,4 tLEV: 13' CEDAR SIDING GWB CEILING ob 81-1 314' ASP —T.0, WINDOW ALIGN GW5 SOFFIT W/SOrFIT TOP OF PARAPET 2X2 CEDAR TRIM, TYP, II IR O CEDAR AND S,S. CABLE RAIL SYSTEM BY GC - REF, A500 IPE DECKING W/ CONCEALED FASTENERS ON P,T. FRAMING • —STEEL STRUCTURE BY GC, REP, STRUCTURAL, TYP, to IL 29'-0 3/8" '-F MODULE SURFLOOR -P-05/6' —soff6m or MODULE 016 -2'-03/8' CO, STEEL (W$48) WD. CLG, ELIV: 16' CEDAR BRISE SOLEIL W/SS I SUPPORTS & ­_CABLS MOUNTING $RACKETS BY CONC, SLAB GC - FACTORY TO PROVIDE . BLOCKING AT SUPPORT 121-0 3/8" ELEV' 141 POINTS - REF, A500 O CEDAR AND S,S. CABLE RAIL SYSTEM BY GC - REF, A500 IPE DECKING W/ CONCEALED FASTENERS ON P,T. FRAMING • —STEEL STRUCTURE BY GC, REP, STRUCTURAL, TYP, to IL 29'-0 3/8" '-F MODULE SURFLOOR -P-05/6' —soff6m or MODULE 016 -2'-03/8' CO, STEEL (W$48) WD. CLG, ELIV: 16' TO MTL, CORNER FLASHING 103F77 06 01.011 MODULE SUNFLOOR .0 �61tv BOTTOM OF MODULE -2'-0 3/T tW FS 2X SOLID CEDAR 8" 7'-71/2"A B.O. STEEL (W868) WD. CLG, FASCIA 01, END OF -------^--7,0, WINDOW CORRUGATED METAL WALL BY GC (SCRIBE CEDAR AROUND STEEL STORAGE/WORSHOP BEAM BEYOND) VOLUME BY GC 40 -4- I'STEEL STRUCTURE BY CC, * --REF, STRUCTURAL, TYP, FROST FREE HOSE 1515 Y GC V -..f i . ................. ADO. GRADE ............ ......... ......•ELEV: 11V PREFABRICATED INSULATED SS FLUE BY GC CEDAR BRISE SOLEIL W/SS I SUPPORTS & ­_CABLS MOUNTING $RACKETS BY CONC, SLAB GC - FACTORY TO PROVIDE . BLOCKING AT SUPPORT 121-0 3/8" ELEV' 141 POINTS - REF, A500 _T&G CEDAR CLG, BY GC EDGE OF CONC, SLAM i 101 CONC. 2X2 CEDAR 3'0,C, SLAT SHOWER-n.•• SCREEN ON PT FRAMING ......... ...... ELEV; 14'•..... CEDAR AND S.S. CARLE W/LUMASITE ON INTERIOR FACE BY GC - REF. A510 WEST ELEVATION EXIT, ADJ. GRADE 1,4 tLEV: 13' CEDAR SIDING 1/4" V-0" ot121-1 1181, ASF TOP OF PARAPET 1101'•1 1 / 181 "' �A$ F . . . . . . . . . . . . . . . . .. s ROOF SURFACE ot 91-01, ASP ASP GW5 CEILING _,B_'-1.314" T.O, WINDOW 06 81.1 3/14"ASF i 7'011 AFF__ I =T,O. WINDOW EXTEND CEDAR TRIM GWB SOFFIT TO MTL, CORNER FLASHING 103F77 06 01.011 MODULE SUNFLOOR .0 �61tv BOTTOM OF MODULE -2'-0 3/T tW FS 2X SOLID CEDAR 8" 7'-71/2"A B.O. STEEL (W868) WD. CLG, FASCIA 01, END OF -------^--7,0, WINDOW CORRUGATED METAL WALL BY GC (SCRIBE CEDAR AROUND STEEL STORAGE/WORSHOP BEAM BEYOND) VOLUME BY GC 40 -4- I'STEEL STRUCTURE BY CC, * --REF, STRUCTURAL, TYP, FROST FREE HOSE 1515 Y GC V -..f i . ................. ADO. GRADE ............ ......... ......•ELEV: 11V PREFABRICATED INSULATED SS FLUE BY GC RAIL SYSTEM BY GC - SEE DETAIL II/A500 IPE DECKING W/ CONCEALED FASTENERS ON P,T, FRAMING BY GC —OPEN RISER 1 1/2" SOLID CEDAR TREAD STAIRS W/ 2X CEDAR STOP BELOW EA, TREAD (*' MAX. OPENING) W1 CEDAR HANDRAIL ON S,S, BRACKETS BY GC STEEL STRUCTURE BY GC, REF, STRUCT, 2X2 CEDAR @ 3" O.C, SLAT SHOWER SCREEN ON PT FRAMING WAUMASITF ON INTERIOR FACE NY GC - PE UP 4" R ELEV: 16' EF, A510 I E__ E= EDGE OF CONC, SLAB ELEV: IV-V NORTH ELEVATION 114" = 1 1-01, MODULE A II MODULE 8 81-311 AFS 64 T.O. WINDOW 2X P,T, WALL CLAD IN CORRUGATED METAL SIDING BY GC CORRUG. MTL, CORNER FLASHING KYNAR-PAINTED METAL COPING NY GC, TYP. E CONC, $LAI EDGE OF CONC, SLAB [LEV: If'4* 03 EAST ELEVATION 1/4"= 1'-0" 121-1 1 /8" ASF TOP OF PARAPET 1101111 11115' ASP ROOF SURFACE AS 9-0" GWBCEILING ob x1.13/4^ ASF GWO SOFFIT 2X2 CEDAR TRIM, TYP. 2X2 CEDAR SCREEN 0 3" O.C. ON PT 2X FRAMING BY GC ­_... ._._.___._._ N - '%F MODULE SUBFLOOR -,!.o �5/8' BOTTOM OF MODULE o6 -21-0 3/61 �-F B4O.S'iEEL(W8x58)/WD, CLG, OPEN RISER 1 1/2" SOLID CEDAR TREAD STAIRS W/ 2X CEDAR STOP BELOW EA. TREAD (4" MAX. OPENING) W/ S.S. CABLE RAIL SYSTEM L 2X CEDAR GUARDRAIL, SIMILAR TO DETAIL 11 /A500 W/ CEDAR io HANDRAIL ON S.S. BRACKETS BY GC 'U' 0 3181, ELEV: 16, CONC. SLAB 111C ELEV: 141 CONC, SLAB CEDAR SIDING S _j nj SOUTH ELEVATION - qCl SLAB ELEV: 141 1/4" I F tl�A B, R E S 4 BY RESOLUTION, 4 ARCHITECTURE GENERAL NOTH 1. ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR SHEATHING BOARD AND DO NOT INCLUDE EXTERIOR CLADDING, 2. METAL SIDING TO BE KYNAR-PAINTED STEEL 2,67, X 7/8- CCRRUGATED METAL PANEL, 24 GAUGE, COLOR: TBD, G,C, Td PROVIDE SAMPLE FOR ARCHITECT'S APPROVAL. CONTACT: ATA! INTERNATIONAL INC. T: 800-468.1441 http://www,atas.com/ S. CEDAR SIDING TO RE 41 TONGUE & GROOVE STK WESTERN RED CEDAR GRADED A OR BETTER BY NLGA GRADE RULE, G.C, Td PROVIDE SAMPLE FOR ARCHITECT'S APPROVAL, 4. ALL EXTERIOR CEDAR TO BE PREFINISHED FROM MILL W/ BENJAMIN MOORE ARIORCOAT, AS PER MANUFACTURER'S RECOMMENDATIONS, 6, PROVIDE KYNAR-PAINTED METAL DRIP EDGE FLASHING ABOVE ALL HORIZONTAL 2X2 CEDAR TRIM, 6, ALL EXAUST LOUVERS TO 15 SEIHO ALUMINUM VENT LOUVER MODEL: SFX, U.O.N. CONTACT: REMO T: (300)248-00,10 F: (626)395-7290 HTTP;//SPHO,COM 7. ALL EXTERIOR METAL WORK AND FLASHING TO BE KYNAR-PAINTED METAL TO MATCH SIDING, LEGEND CORRUGATED KYNAR - 1 PAINTED STEEL 2,67*X 7/8', 24 GAUGE 4" EXPOSED T&G CEDAR SIDING, GRADE "AN CLEAR SELECT, INSTALLED HORIZONTALLY k EXPOSED TAG CEDAR SIDING, GRADE "A" CLEAR SELECT, INSTALLED VERTICALLY 2X12 GRADE "A" CLEAR SELECT CEDAR WHERE SPACE BETWEEN WINDOWS IS LESS THAN 11" CONCRETE PARGE ON ALL EXPOSED FOUNDATION 2013/11/22 ISSUE TO BLDG, DEPT, 2013/11/09 BID SET 2013/08/24 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET ARC" R L 0 �A A�- 020 010 -J("' f"! Op HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675,9266 www.re4a.com FAX: 212.206.0944 EXTERIOR ELEVATIONS DATE, 2013/11/22 A200 SCALE: 1/4" = 1'-0" CEDAR BRISE SOLEIL W/SS I SUPPORTS & ­_CABLS MOUNTING $RACKETS BY GC - FACTORY TO PROVIDE . BLOCKING AT SUPPORT POINTS - REF, A500 _T&G CEDAR CLG, BY GC i 101 CEDAR AND S.S. CARLE RAIL SYSTEM BY GC - SEE DETAIL II/A500 IPE DECKING W/ CONCEALED FASTENERS ON P,T, FRAMING BY GC —OPEN RISER 1 1/2" SOLID CEDAR TREAD STAIRS W/ 2X CEDAR STOP BELOW EA, TREAD (*' MAX. OPENING) W1 CEDAR HANDRAIL ON S,S, BRACKETS BY GC STEEL STRUCTURE BY GC, REF, STRUCT, 2X2 CEDAR @ 3" O.C, SLAT SHOWER SCREEN ON PT FRAMING WAUMASITF ON INTERIOR FACE NY GC - PE UP 4" R ELEV: 16' EF, A510 I E__ E= EDGE OF CONC, SLAB ELEV: IV-V NORTH ELEVATION 114" = 1 1-01, MODULE A II MODULE 8 81-311 AFS 64 T.O. WINDOW 2X P,T, WALL CLAD IN CORRUGATED METAL SIDING BY GC CORRUG. MTL, CORNER FLASHING KYNAR-PAINTED METAL COPING NY GC, TYP. E CONC, $LAI EDGE OF CONC, SLAB [LEV: If'4* 03 EAST ELEVATION 1/4"= 1'-0" 121-1 1 /8" ASF TOP OF PARAPET 1101111 11115' ASP ROOF SURFACE AS 9-0" GWBCEILING ob x1.13/4^ ASF GWO SOFFIT 2X2 CEDAR TRIM, TYP. 2X2 CEDAR SCREEN 0 3" O.C. ON PT 2X FRAMING BY GC ­_... ._._.___._._ N - '%F MODULE SUBFLOOR -,!.o �5/8' BOTTOM OF MODULE o6 -21-0 3/61 �-F B4O.S'iEEL(W8x58)/WD, CLG, OPEN RISER 1 1/2" SOLID CEDAR TREAD STAIRS W/ 2X CEDAR STOP BELOW EA. TREAD (4" MAX. OPENING) W/ S.S. CABLE RAIL SYSTEM L 2X CEDAR GUARDRAIL, SIMILAR TO DETAIL 11 /A500 W/ CEDAR io HANDRAIL ON S.S. BRACKETS BY GC 'U' 0 3181, ELEV: 16, CONC. SLAB 111C ELEV: 141 CONC, SLAB CEDAR SIDING S _j nj SOUTH ELEVATION - qCl SLAB ELEV: 141 1/4" I F tl�A B, R E S 4 BY RESOLUTION, 4 ARCHITECTURE GENERAL NOTH 1. ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR SHEATHING BOARD AND DO NOT INCLUDE EXTERIOR CLADDING, 2. METAL SIDING TO BE KYNAR-PAINTED STEEL 2,67, X 7/8- CCRRUGATED METAL PANEL, 24 GAUGE, COLOR: TBD, G,C, Td PROVIDE SAMPLE FOR ARCHITECT'S APPROVAL. CONTACT: ATA! INTERNATIONAL INC. T: 800-468.1441 http://www,atas.com/ S. CEDAR SIDING TO RE 41 TONGUE & GROOVE STK WESTERN RED CEDAR GRADED A OR BETTER BY NLGA GRADE RULE, G.C, Td PROVIDE SAMPLE FOR ARCHITECT'S APPROVAL, 4. ALL EXTERIOR CEDAR TO BE PREFINISHED FROM MILL W/ BENJAMIN MOORE ARIORCOAT, AS PER MANUFACTURER'S RECOMMENDATIONS, 6, PROVIDE KYNAR-PAINTED METAL DRIP EDGE FLASHING ABOVE ALL HORIZONTAL 2X2 CEDAR TRIM, 6, ALL EXAUST LOUVERS TO 15 SEIHO ALUMINUM VENT LOUVER MODEL: SFX, U.O.N. CONTACT: REMO T: (300)248-00,10 F: (626)395-7290 HTTP;//SPHO,COM 7. ALL EXTERIOR METAL WORK AND FLASHING TO BE KYNAR-PAINTED METAL TO MATCH SIDING, LEGEND CORRUGATED KYNAR - 1 PAINTED STEEL 2,67*X 7/8', 24 GAUGE 4" EXPOSED T&G CEDAR SIDING, GRADE "AN CLEAR SELECT, INSTALLED HORIZONTALLY k EXPOSED TAG CEDAR SIDING, GRADE "A" CLEAR SELECT, INSTALLED VERTICALLY 2X12 GRADE "A" CLEAR SELECT CEDAR WHERE SPACE BETWEEN WINDOWS IS LESS THAN 11" CONCRETE PARGE ON ALL EXPOSED FOUNDATION 2013/11/22 ISSUE TO BLDG, DEPT, 2013/11/09 BID SET 2013/08/24 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET ARC" R L 0 �A A�- 020 010 -J("' f"! Op HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675,9266 www.re4a.com FAX: 212.206.0944 EXTERIOR ELEVATIONS DATE, 2013/11/22 A200 SCALE: 1/4" = 1'-0" 07 STEEL STRUCTURE BY GC, REF, STRUCTURAL TYP, I 1=06 BEDROOM F574 BEDROOM I 02 r06 88811 ��B II Z40-3-� ly 04 21 CEDAR (RISE SOLFIL W/SS CABLE SUPPORTS & MOUNTING 5RACKETS BY GC - FACTORY TO ----------- - PROVIDE BLOCKING AT SUPPORT POINTS - REF, A500 21 11 118"ASP TOP OF PARAPET I/8"ASr ROOF SURFACE 91-01 ASP GWI CEILING _f -I 3/AASF -GW8 SOFFIT H05) Z3 2X2 CEDAR SCREEN @311 O.C. ON PT POSTS BY GC, BEYOND IPE DECKING W/ ? CONCEALED FASTENERS ON 2X8 P.T. FRAMING, NY GC mw I`A FST I 04 1t.2k:L3Lr � MODULE SUBFLOOR Ij ! —L . . . . . . 1'-06/8" BOTTOM OF MODULE o1b -2,-0 3/8" F- 5.0, STEEL (W848) / WD. CLO, 41t,_t -mss[LEV: 16' ........... — ----- CONIC, SLAB ............. ....... FLIV: 141 LLEV' . 14' CONC. SLAB ................. ............. EDGE OF CONC, SLAL— .................. .,---------------- -10 ......... -ELEV: 14' .. . ......... EXST. ADJ. GRADE KYNAR-PAINTED METAL COPING SECTIONS ELEV: 13, PREFABRICATED BY GC, TYP. 1/411 INSULATED FS FLI CEDAR BRISE SO CABLE SUPPORT! BRACKETS BY GC TO PROVIDE ISLC SUPPORT POINTS S.S. CABLE RAIL,' PER DETAIL 11/A; FLASHING W/ Dr, OVER EXPOSED PLATES@ DECKS 2X2 CEDAR @ 3" SHOWER SCREEt FRAMING W/LUh INTERIOR FACE IN CONC, STEPS BY FLASHING W/ DRII OVER EXPOSED $1 PLATES @ DECKS, 2X2 CEDAR SCREE O.C, ON PT POSTS OPEN RISER 1 1/2" SOLID CEDAR TRE STAIRS, BEYOND ELEV: 14' 0�4 SECTION 4 �) 1/4" = 1'-0" i.__ ----_.I SECTION 2 02 P171411 = 1'-0" 2X2 CEDAR TRIM, TYP, IPE DECKING W1 CONCEALED FASTENERS ON P.T, 2X8 FRAMING BY GC OPEN RISER I I /Z'SOLID CEDAR TREAD STAIRS W/ 2X CEDAR STOP BELOW EA. TREAD (4" MAX. OPENING) W/ S.S. CABLE RAIL SYSTEM PER DETAIL 11/A500 W/ CEDAR HANDRAIL ON S.S. BRACKETS BY GC (LANDING ONE STEP BELOW DECK) 8'-3" AFS BATHROOM CLG, GE OF NIT 115.258.00.1 (KAPPA50 DUAL FLUSH ACTUATOR - STAINLESS STEEL) DURAVIT D16529 W/ GEISERIT 111155.001 (CONCEALED IN -WALL TANK & CARRIER) FLASHING W1 DRI OVER EXPOSED S PLATES@i DECKS, 2X2 CEDAR SCRE O.C, ON PT POST! OPEN RISER 1 1/7 SOLID CEDAR TRE STAIRS, BEYOND MODULE A I MODULO 0 MII LIVING // 102 PTD, FLUSH PANEL FIBERGLASS DOOR MODULE A MODULE I 30 A�,121-1 1 /81 ASP TOP OF PARAPET 10'-1 1/8" ASP ROOFSURFACE 9'-C" ASP GWI CEILING 8--1 314' ASP GWI SOFFIT 1(ftCHF V) (P-0" BOTTOM OF MODULE 8.0. STEEL (W8x5M) WD, CLG, . ....... .. 03 SECTION 3 1/4" = 11-019 I ---------------- al SECTION I 1/4" = 1'-0" uty: le CONC, SLAB .12,-0 3/8'. FLEV: 141 CONIC, SLAB 121-1 1/8,'ASF TOP OF PARAPET 410'-1 1 /8- ASP ROOF SURFACE - OL 91-0"ASF '-F GW CEILING \ot 8'-13/4" ASP "F GW8 SOFFIT 01.01, It, 26'-0 318" MODULE SUI!IFLOOR -V-05/8" BOTTOM OF MODULE -7-0 3/6" 1.0. STEEL (W8x68) / WD. CLG, o1b 1101-03/81, VILIV: 141 '-F CONC, SLAB 4 THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE GENERAL NOTES 1. ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR SHEATHING BOARD AND 00 NOT INCLUDE EXTERIOR CLADDING, 2, METAL SIDING TO BE KYNAR-PAINTED STEEL 2.67" X 7/8" CORRUGATED METAL PANEL, 24 GAUGE, COLOR: T151), G.C. TO PROVIDE SAMPLE FOR ARCHITECT'S APPROVAL, CONTACT, ATAS INTERNATIONAL INC. t: 800-468.1441 http://www.otas,com/ S. CEDAR SIDING TO BE 4" TONGUE & GROOVE STK WESTERN RED CEDAR GRADED A OR BETTER NY NLGA GRADE RULE, G,C, TO PROVIDE SAMPLE FOR ARCHITECT'S APPROVAL, 4, ALL EXTERIOR CEDAR TO BE PREFIN13HED FROM MILL W/ IENJAMIN MOORE ARIORCOAT, AS PER MANUFACTURER'S RECOMMENDATIONS, 5, PROVOE KYNAR-PAINTED METAL DRIP EDGE FLASHING ABOVE ALL HORIZONTAL 2X2 CEDAR TRIM, & ALL EXAUST LOUVERS TO BE SEIHO ALUMINUM VENT LOUVER MODEL' SFX, U,O-N, CONTACT: $11HO T: (800)248.0030 F: (626)395-7290 HT P://SEIHO.COM 1. ALL EXTERIOR METAL WORK AND FLASHING TO BE KYNAR-PAINTED METAL TO MATCH SIDING, LEGEND CORRUGATED KYNAR - PAINTED STEEL 2,67" X 7/8', 24 GAUGE 41' EXPOSED T&G CEDAR SIDING, GRADE "A" CLEAR SELECT, INSTALLED HORIZONTALLY 4" EXPOSED T&G CEDAR SIDING, GRADE "A" CLEAR SELECT, INSTALLED VERTICALLY 2X12 GRADE "A" CLEAR I� i i SELECT CEDAR WHERE SPACE BETWEEN WINDOWS IS LESS THAN 11" CONCRETE PARGE ON ALL EXPOSED FOUNDATION 41 103 r06 88811 ��B II Z40-3-� ly 04 21 CEDAR (RISE SOLFIL W/SS CABLE SUPPORTS & MOUNTING 5RACKETS BY GC - FACTORY TO ----------- - PROVIDE BLOCKING AT SUPPORT POINTS - REF, A500 21 11 118"ASP TOP OF PARAPET I/8"ASr ROOF SURFACE 91-01 ASP GWI CEILING _f -I 3/AASF -GW8 SOFFIT H05) Z3 2X2 CEDAR SCREEN @311 O.C. ON PT POSTS BY GC, BEYOND IPE DECKING W/ ? CONCEALED FASTENERS ON 2X8 P.T. FRAMING, NY GC mw I`A FST I 04 1t.2k:L3Lr � MODULE SUBFLOOR Ij ! —L . . . . . . 1'-06/8" BOTTOM OF MODULE o1b -2,-0 3/8" F- 5.0, STEEL (W848) / WD. CLO, 41t,_t -mss[LEV: 16' ........... — ----- CONIC, SLAB ............. ....... FLIV: 141 LLEV' . 14' CONC. SLAB ................. ............. EDGE OF CONC, SLAL— .................. .,---------------- -10 ......... -ELEV: 14' .. . ......... EXST. ADJ. GRADE KYNAR-PAINTED METAL COPING SECTIONS ELEV: 13, PREFABRICATED BY GC, TYP. 1/411 INSULATED FS FLI CEDAR BRISE SO CABLE SUPPORT! BRACKETS BY GC TO PROVIDE ISLC SUPPORT POINTS S.S. CABLE RAIL,' PER DETAIL 11/A; FLASHING W/ Dr, OVER EXPOSED PLATES@ DECKS 2X2 CEDAR @ 3" SHOWER SCREEt FRAMING W/LUh INTERIOR FACE IN CONC, STEPS BY FLASHING W/ DRII OVER EXPOSED $1 PLATES @ DECKS, 2X2 CEDAR SCREE O.C, ON PT POSTS OPEN RISER 1 1/2" SOLID CEDAR TRE STAIRS, BEYOND ELEV: 14' 0�4 SECTION 4 �) 1/4" = 1'-0" i.__ ----_.I SECTION 2 02 P171411 = 1'-0" 2X2 CEDAR TRIM, TYP, IPE DECKING W1 CONCEALED FASTENERS ON P.T, 2X8 FRAMING BY GC OPEN RISER I I /Z'SOLID CEDAR TREAD STAIRS W/ 2X CEDAR STOP BELOW EA. TREAD (4" MAX. OPENING) W/ S.S. CABLE RAIL SYSTEM PER DETAIL 11/A500 W/ CEDAR HANDRAIL ON S.S. BRACKETS BY GC (LANDING ONE STEP BELOW DECK) 8'-3" AFS BATHROOM CLG, GE OF NIT 115.258.00.1 (KAPPA50 DUAL FLUSH ACTUATOR - STAINLESS STEEL) DURAVIT D16529 W/ GEISERIT 111155.001 (CONCEALED IN -WALL TANK & CARRIER) FLASHING W1 DRI OVER EXPOSED S PLATES@i DECKS, 2X2 CEDAR SCRE O.C, ON PT POST! OPEN RISER 1 1/7 SOLID CEDAR TRE STAIRS, BEYOND MODULE A I MODULO 0 MII LIVING // 102 PTD, FLUSH PANEL FIBERGLASS DOOR MODULE A MODULE I 30 A�,121-1 1 /81 ASP TOP OF PARAPET 10'-1 1/8" ASP ROOFSURFACE 9'-C" ASP GWI CEILING 8--1 314' ASP GWI SOFFIT 1(ftCHF V) (P-0" BOTTOM OF MODULE 8.0. STEEL (W8x5M) WD, CLG, . ....... .. 03 SECTION 3 1/4" = 11-019 I ---------------- al SECTION I 1/4" = 1'-0" uty: le CONC, SLAB .12,-0 3/8'. FLEV: 141 CONIC, SLAB 121-1 1/8,'ASF TOP OF PARAPET 410'-1 1 /8- ASP ROOF SURFACE - OL 91-0"ASF '-F GW CEILING \ot 8'-13/4" ASP "F GW8 SOFFIT 01.01, It, 26'-0 318" MODULE SUI!IFLOOR -V-05/8" BOTTOM OF MODULE -7-0 3/6" 1.0. STEEL (W8x68) / WD. CLG, o1b 1101-03/81, VILIV: 141 '-F CONC, SLAB 4 THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE GENERAL NOTES 1. ALL EXTERIOR DIMENSIONS ARE TO FACE OF EXTERIOR SHEATHING BOARD AND 00 NOT INCLUDE EXTERIOR CLADDING, 2, METAL SIDING TO BE KYNAR-PAINTED STEEL 2.67" X 7/8" CORRUGATED METAL PANEL, 24 GAUGE, COLOR: T151), G.C. TO PROVIDE SAMPLE FOR ARCHITECT'S APPROVAL, CONTACT, ATAS INTERNATIONAL INC. t: 800-468.1441 http://www.otas,com/ S. CEDAR SIDING TO BE 4" TONGUE & GROOVE STK WESTERN RED CEDAR GRADED A OR BETTER NY NLGA GRADE RULE, G,C, TO PROVIDE SAMPLE FOR ARCHITECT'S APPROVAL, 4, ALL EXTERIOR CEDAR TO BE PREFIN13HED FROM MILL W/ IENJAMIN MOORE ARIORCOAT, AS PER MANUFACTURER'S RECOMMENDATIONS, 5, PROVOE KYNAR-PAINTED METAL DRIP EDGE FLASHING ABOVE ALL HORIZONTAL 2X2 CEDAR TRIM, & ALL EXAUST LOUVERS TO BE SEIHO ALUMINUM VENT LOUVER MODEL' SFX, U,O-N, CONTACT: $11HO T: (800)248.0030 F: (626)395-7290 HT P://SEIHO.COM 1. ALL EXTERIOR METAL WORK AND FLASHING TO BE KYNAR-PAINTED METAL TO MATCH SIDING, LEGEND 2013/11/22 ISSUE TO BLDG, DEPT, 2013/11/06 81D SET 2013/08/28 REVISED FACTORY SET 2013/03/13 FACTORY PRICING SET HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL, 212,675.9266 www.re4a.com FAX: 212-206.0944 BUILDING SECTIONS DATE: 2013/11/22 A210 SCALE: 114" = V -a' COPYRIGHT 0 RESOLUTION: 4 ARCHITIC11112, ALL k4HTS RES11VIO. CORRUGATED KYNAR - PAINTED STEEL 2,67" X 7/8', 24 GAUGE 41' EXPOSED T&G CEDAR SIDING, GRADE "A" CLEAR SELECT, INSTALLED HORIZONTALLY 4" EXPOSED T&G CEDAR SIDING, GRADE "A" CLEAR SELECT, INSTALLED VERTICALLY 2X12 GRADE "A" CLEAR I� i i SELECT CEDAR WHERE SPACE BETWEEN WINDOWS IS LESS THAN 11" CONCRETE PARGE ON ALL EXPOSED FOUNDATION 2013/11/22 ISSUE TO BLDG, DEPT, 2013/11/06 81D SET 2013/08/28 REVISED FACTORY SET 2013/03/13 FACTORY PRICING SET HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL, 212,675.9266 www.re4a.com FAX: 212-206.0944 BUILDING SECTIONS DATE: 2013/11/22 A210 SCALE: 114" = V -a' COPYRIGHT 0 RESOLUTION: 4 ARCHITIC11112, ALL k4HTS RES11VIO. w O W 0 "- a Z a i0 3/4" FINISH FLOOR (1 /4" SACKER 80ARD + 1/2" TILE) C.O., MODULE SULFA FLR STRUCTURE 1,0, W8X58 SiL, bEAMS / WD, CLG, b a WESTERN WINDOW 2X2 CEDAR TRIM TIP SYSTEM EXTERIOR SHEATHING -------+, 1 /2' THK. 3-1/2" BASEBOARD FINISH FLOOR 31411 T&G OSI DECKING --------- - HOLD-DOWN (MODULE TO STEEL-•--\ SEAM), BY GC • SEE STRUCT, �` FOR LOCATIONS & SPECS, FLOOR PERIM,, BEAMSL 2" RIGID INSULATION @ PERIM, (TYP.)- 11 7/8" DEEP OPEN WEI JOISTS 0716" O.0 (TYP.) DOUBLE SILL PLATES BY GC 3/4" THK, PTD, WD, TRIM R-15 FIBERGLASS BATT INSUL, 2" CLOSED CELL SPRAY FOAM INSULATION BY GC R-21 FIBERGLASS INSULATION W/ VAPOR BARRIER BY GC IPE DECKING W/ CONCEALED FASTENERS ON 2X8 P.T. FRAMING, BY GC __ -T1-11 WD CLG ON 2X P,T, FRAMING ON STL, W -SECTION, BY GC -STEEL STRUCTURE /Y GC, PER STRUCT, �o la 0 0 TI -11 FULLY ADHERED 60 MIL. EPDM ROOFING MEMBRANE ON TAPERED RIGID FOAM INSULATION, SLOPE TO INTERNAL ROOF DRAINS • MIN, 114" PER FOOT, TYP, (INSTALLED BY MANF„ FINISHED & FLASHED BY GC) 2" SPRAY FOAM INSULATION P-21 FIBERGLASS INSULATION WI VAPOR PER STRUCT• BARRIER 2X6 PARAPET WALLS •� -(SHIPPED LOOSE BY MANF,-•—•---• T,O, PARAPET & INSTALLED BY GC) MTL, COPING BY GC a 2,67" X 7/8' KYNAR-Ili CORRRUG, MTL. SIDING, BY GC CONC, SLAB BY GC, 5/8" PLYWOOD ROOF DECKING T.O. ROOF STRUCTURE 11 7/8" DEEP OPEN WEI •� -}� JOISTS G 16" O.C. i (2) 1.1/2"X 11.7/8" LVL h" 9-0` ASF •_CEILING PERIM, BEAMS •�•� •� I -C"Y�--G--W5 C—EILING - 5/8 X a` COMPRESSION STRIP DOUBLE 2X6 STUD TOP PLATE a 8'.1 3/4" ASF �• ~•�•�•�•�•�- GWISOFFIT CONIC, SLAB�. 5/8" GWb SOFFIT w O W 0 "- a Z a i0 3/4" FINISH FLOOR (1 /4" SACKER 80ARD + 1/2" TILE) C.O., MODULE SULFA FLR STRUCTURE 1,0, W8X58 SiL, bEAMS / WD, CLG, b a WESTERN WINDOW 2X2 CEDAR TRIM TIP SYSTEM EXTERIOR SHEATHING -------+, 1 /2' THK. 3-1/2" BASEBOARD FINISH FLOOR 31411 T&G OSI DECKING --------- - HOLD-DOWN (MODULE TO STEEL-•--\ SEAM), BY GC • SEE STRUCT, �` FOR LOCATIONS & SPECS, FLOOR PERIM,, BEAMSL 2" RIGID INSULATION @ PERIM, (TYP.)- 11 7/8" DEEP OPEN WEI JOISTS 0716" O.0 (TYP.) DOUBLE SILL PLATES BY GC 3/4" THK, PTD, WD, TRIM R-15 FIBERGLASS BATT INSUL, 2" CLOSED CELL SPRAY FOAM INSULATION BY GC R-21 FIBERGLASS INSULATION W/ VAPOR BARRIER BY GC IPE DECKING W/ CONCEALED FASTENERS ON 2X8 P.T. FRAMING, BY GC __ -T1-11 WD CLG ON 2X P,T, FRAMING ON STL, W -SECTION, BY GC -STEEL STRUCTURE /Y GC, PER STRUCT, �o la 0 0 TI -11 aQ7 WALL SECTION 1/ P-10' Q6 WALL SECTION 1/ - 1 Q CEDAR BRISE SOLEIL W/SS CABLE SUPPORTS & MOUNTING BRACKETS BY GC • FACTORY TO PROVIDE BLOCKING AT SUPPORT POINTS - REF, A500 T&G CEDAR( IPE DECKING W/ CONCE, FASTENERS BY GC; 2X PT DECK FRAM AS REQ'D (COORD, W/ M/ Fn 2X2 CEDAR SCREED O.C, ON PT POSTS 1 OPEN RISER 1 1/2" SOLID C TREAD STAIRS, BE' 05 WALL SECTION 1/21'= 1 .o. 04 WALL SECTION 03 WALL SECTION 1/2'= 11.0 X2 CEDAR TRIM, TYP, ®11111 i rr WESTERN SLIDING GLASS DOORS ING W/ CONCEALED 2X PT DECK FRAMING (COORD, W/ MANF,) 2X2 CEDAR TRIM, TYP, T&G CEDAR SIDING, DE "A" CLEAR SELECT, OR120NTALLY (ALIGN TIGHT TO STEEL BEAM) TI -11 PLYWOOD CLG I, & GLASS SECTIONAL 4EAD GARAGE DOOR ATED FROSTED GLASS, IY AMARR OR SIMILAR CEDAR TRIM AROUND AGE DOOR OPENING T1.11 PLYWO( BOTTOM FRAMII Q2 WALL SECTION I -Oil I Qt WALL SECTION 1/2r 6L SEE ECS, R E S 4 P R E F A BS THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 2013/11/22 ISSUE TO BLDG. DEPT. 2013/11/04 BID SET 2013/04/23 REVISED FACTORY SET 2013/04/13 FACTORY PRICING SET 4j) ARe,"f 1 0205aN 1 . HESLIN RESIDENCE 60 PEC:ONIC MAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675,9266 www.re4a.com FAX: 212.206,0944 WAIL SECTIONS DATE: 2013/11/22 A300 SCALE: 1/7'= V -I COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE, ALL RIGHTS RESERVED. CONIC, STAIR BY GC, PER STRUCT• 4' EX CONC, SLAB BY GC, ---INSTA GRAI i PER STRUCT, -_ - CONIC, SLAB�. ,.r•.' r CON EXPC CONIC, SLAT .�....,,... �.�...._ 14 ,+ A- + f /. I CONIC, GRADE SEAMS J • f BY GC, PER STRUCT, i I i WOOD PILE BY GC, PER STRUCT, aQ7 WALL SECTION 1/ P-10' Q6 WALL SECTION 1/ - 1 Q CEDAR BRISE SOLEIL W/SS CABLE SUPPORTS & MOUNTING BRACKETS BY GC • FACTORY TO PROVIDE BLOCKING AT SUPPORT POINTS - REF, A500 T&G CEDAR( IPE DECKING W/ CONCE, FASTENERS BY GC; 2X PT DECK FRAM AS REQ'D (COORD, W/ M/ Fn 2X2 CEDAR SCREED O.C, ON PT POSTS 1 OPEN RISER 1 1/2" SOLID C TREAD STAIRS, BE' 05 WALL SECTION 1/21'= 1 .o. 04 WALL SECTION 03 WALL SECTION 1/2'= 11.0 X2 CEDAR TRIM, TYP, ®11111 i rr WESTERN SLIDING GLASS DOORS ING W/ CONCEALED 2X PT DECK FRAMING (COORD, W/ MANF,) 2X2 CEDAR TRIM, TYP, T&G CEDAR SIDING, DE "A" CLEAR SELECT, OR120NTALLY (ALIGN TIGHT TO STEEL BEAM) TI -11 PLYWOOD CLG I, & GLASS SECTIONAL 4EAD GARAGE DOOR ATED FROSTED GLASS, IY AMARR OR SIMILAR CEDAR TRIM AROUND AGE DOOR OPENING T1.11 PLYWO( BOTTOM FRAMII Q2 WALL SECTION I -Oil I Qt WALL SECTION 1/2r 6L SEE ECS, R E S 4 P R E F A BS THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 2013/11/22 ISSUE TO BLDG. DEPT. 2013/11/04 BID SET 2013/04/23 REVISED FACTORY SET 2013/04/13 FACTORY PRICING SET 4j) ARe,"f 1 0205aN 1 . HESLIN RESIDENCE 60 PEC:ONIC MAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675,9266 www.re4a.com FAX: 212.206,0944 WAIL SECTIONS DATE: 2013/11/22 A300 SCALE: 1/7'= V -I COPYRIGHT 0 RESOLUTION:4 ARCHITECTURE, ALL RIGHTS RESERVED. 3X6 SUBWAY TILE ON THIN SET FIN, FLR SUBFLOOR CORIAN SLEEVE Q WINDOWS IN WET LOCATIONS, SLOPE IN TO DRAIN TOWEL HOOKS - BY GC 6 6 .Q " AFF ALIGN W/TILE 1/2"THK: TEMPERED GLASS SET IN TOP & BOTTOM ALUM, CHANNELS BY GC 6"X6"CURIW/314' CORIAN TOP; ANTHRACITE 14 f TILE., • • 3/4" REVEAL TO MATCH, EITHER -SIDE .................. • .................. ............. 14 - . _✓ A400 1Q BATH/LAUNDRY 108 ELEVATION 1/2" - V-0` ALIGN TOP OF TUB W13X6 SUBWAY TILE JOINT \ CLR• SILICONE CAULK 1� ALL AROUND TUB WD BLOCKING AS REQ'D / FOR LEVELING TUB / TUB BY ZUMA 3X6 SUBWAY TILE ` ON THIN SET 1/2'BACKERBOARD I DETAIL: TUB FASCIA 13 SC -I : 3" - -0" 3/4' CORIAN @ TOP OF CURB; ANTHRACITE 3/B" THK. TEMPERED GLASS U -CHANNEL BY CR LAURENCE SDCR38bN 1/2" DUROROCK WALL TILE ON THIN SET BARN DOOR #107 -IL 1 2'4' 1''6" 2'.9 I ! ALIGN W/TILECt ALIGN ALIGN W/TILE W/TILE DRYER EXHAUST 4" -. 042GhgfXJr DRYER N OEXTER OR, ,._.._ .. _. (3) CR LAURENCE HINGES, HGR 27454002 DVC GE1%16 _ ;,� jj j: . •: - t _ _ REF, EXT: EIEV, #: •t: :-1 .�w �� _L_ REF: ACCESSORYSCHED, �---'-•---- j -"DVC GO 64.. :1: r T.O. SHOWER NICHE TEMPERS 4.."- i 3/8" THK, D GLASS I SET IN TCP & BOTTOM ALUM: ; „� r„ BARN DOOR It 10B i — CHANNELS $Y GC „ 2" X 2" ANODIZED ALUM. ANGLE r, i I RECESSED 2 FROM F O CAI., BY GC T. ICSA x GLASS VENT ON PIVOTS I 2' X 2" ANODIZED ALUM: I \ c I ` ✓ I CORIAN SLEEVE @ WINDOWS GC2436.6-SC-FM 436-6-SC-FNl GC2 r ANGLE RECESSED 2" ! '� ( j � ----- - i � WET LOCATIONS, SLOPE IN FROM F.O• CAB., by GC _w.__..w_.. _.._ __ __._. _. Y 3/B" THK, tEMPERED GLASS SHOWER DOOR BY GC WlSMIC6.3G .............. .•- O DRAIN GLASSCRAFTERS MED I ...... ....\..,.�...I ... I L!< (•• 3/4 THK, CORIAN NICHE, 112" CORIAN PANEL ON ; ri t y I j; ?' ta: ' *~� T•2 WASIDE KIT IY GC Tp i' \ Imo, ALIGN W/TILE - • CLIPS BY GC TO CONCEAL T•3 '' ✓ I -1/2" THK. BALTIC 4-1BIRCH W WH ECONNECTIONS 1 DV C MIN 111 - 1.112' THK. BALTIC BIRCH •� - • :: ,,. _ +' ,. �--^•-I---••-•— �-••-i--- TOWEL BAR BY GC � _�•_--_ PLASTIC LAMINATE W/WHITE PLASTIC "I j` .I:,7;': T•Z- _ CTOP BY GC - LAMINATE CTOP IY GC START FULL TILE Q STA SINK DVC LEVREBRS3H I;•• IW, jj:. wAs�. LG WM3470HVA D U IT - LG WM3470HVA wA H I' t: «t , LG DlEX3470V OA, 1 /2" THK: TEMPERED GLASS LG DLEX3470V DRv - SET IN TOP & BOTTOM ALUM, GC TO PROVIDE HOOKUPS FOR GAS ,' '¢:,XYa�.. y{ �• ! CHANNELS BY GC DRYER CURB W/ 314" CORIAN F»..,ih10P; ANTHRACITECOORq: OUTLET- - - - 6:X 6" CURB W/ LOCATION W(TP WOLDER- - 3/4" CORIAN TOP; APPLIANCE SPEC., TYP: ' i.,.;lANTHRACITE ..DURAVIT EXHAUST DUCT, 4" STARK 2 T-4 - SLOPE TO DRAIN DUCT 10 EXTERIOR, REF,EXT.ELEV, ISIDES OFCURI T•1 .-._�_ \ -_ _ 14 1 3/ BATH/LAUNDRY 108 ELEVATION BATH/LAUNDRY 108 ELEVATION Aagq , 09 1/211 w 1 -p.+ 0$ J/ /2.. � 1 �-p, O6 BATH 107 ELEVATION A400 1/2" 11.011 (10TH SIDES OF CURB) T•1 I I we - u I b ( I WALL CONSTRUCTION T-2 15 DETAIL: SHOWER Scale: 3° ei DETAIL: TUB FASCIA Sca e: 3" -0" 12 3/8" THK: TEMPERED GLASS U -CHANNEL BY CRLAURENCE SDCR36BN LEAD PAN -PITCHED TO DRAIN MUD DED -PITCHED 112" THK, CEMENT ID, SUI FLR• 1/2" DUROCK 1X1 GLASS TILE LINE OF WALL FRAMING INTEGRAL TILE FLANGE CLR, SILICONE CAULK ALL t AROUND TUB TUB BYZUMA / WOOD $LOCKING AS REQ'D FOR LEVELING TUI VEL HOOKS aC, @ 5'-6" AFF 3N W/TILE RIAN SLEEVE Q JDOWS IN WET ^ATIONS, IPE IN TO DRAIN 6" 1), DETAIL: TUB WALL Scale: T = " 8DETAIL: SHOWER CURB --scade:= 1'-p DRIAN @ TOP RI: ANTHRACITE I 05 BATH 107 ELEVATION 1 / 2 _ 1 .p .._._. _. _... 11•41/2 2'•9" �r—..,._.-_.._,...fie...._ _.—._........ SHOWER CURTAIN ROD I ALIGN WlTILE SUPPLIED & INSTALL_E_D BY '6 -C,' FACf0_1Y TZ� F C5VIDE --1HGR04266000 BLOCKING AS REQ'D THGR 27454002 ALIGN W/TILE -+--- T.O. SHOWER NICHE CORIAN THK: ---- j{ CO NICHE, ALIGN W/TILE 2'-71/2" 8'-0 1/21, )VC TUI F I ZUMAIC6634 7 I 2'-3" q ALIGN W/TILE ,fCL ALIGN i. fIL W/TILE ..i`... ........ ........i.� r..... f ` I. ......1.� .f 1 .� .. ........ GC2436-6-SC•FOI 6C2436 -6 -SC -FM i........ W/SMK6.36 .,.I.......... DVC MIN 111 I I DURAVIT I 23" VERO DURAVIT STARK 2. 04 BA107 ELEVATION 1/24 0. T-1 THRESHOLD _ -- - . -- lir GLASSCRAFTERS' MED CAIS., Y DURAVIT I SURFACE MTD. I_---' ALIGN TILE W/ DOOR 23" VERO W/SIDE KIT BY GC CENTERLINE FLOOR DRAIN i 111111111111b. DVC MIN ' ;LG DLGX3471V U709 111 � is I GR -Y o c I- -w�sl ___fir• I� T:P, HOLDER Lb WM3470HVA I IY GC it DURAVIT DURAVIT. -_-r STARK - i +• TOWEL DAR• i • r --.� BY GC -6" X 6" CURB 3' - �- 1 2 3 0 314" CORIAN TOP; li• I 1i�3 I I - ,,- �,_ ._ ANTHRACITE sa------- ---- DOOR rF -3/0"THK, TEMPERED GLASS , A400 SET IN TOP & BOTTOM ALUM.' CHANNELS IY GC : HGR 04266000 q y HGR 27454002 ;b ALIGN W/TILE Q 1 - 1 . _ T•4 DVC DIVERTER TOWEL HOOKS _ DVC GEN603 J NY GC AIN* +* DVC GOT645L ,,, .1444 I I I I( i I J , <: (2) ADJ, (2) ADJ. ISHELVE5 I f I I SHELVES 1 � i. IIID � � ��� f W1 ail W273i f / I� lij ; (2) ADJ. ;SHELVES , ,I � � I .r i13� R _» CORIAN SLEEVE (Hu WINDOWS IN o WET LOCATIONS Ta ..,_............. -.. ..... .... !~ 02 BATH/LAUNDRY 108 SHOWER CURTAIN ROD Ls i WATER CONNECTION SUPPLIED & INSTALLED NY ALIGN W/TILE GC, FACTORY TO PROVIDE BLOCKING AS REQ'D LG WM3470HVA l -r DRv L�6X3471V _ TOWEL HOOKS BY GC, 14 - . _✓ A400 1Q BATH/LAUNDRY 108 ELEVATION 1/2" - V-0` ALIGN TOP OF TUB W13X6 SUBWAY TILE JOINT \ CLR• SILICONE CAULK 1� ALL AROUND TUB WD BLOCKING AS REQ'D / FOR LEVELING TUB / TUB BY ZUMA 3X6 SUBWAY TILE ` ON THIN SET 1/2'BACKERBOARD I DETAIL: TUB FASCIA 13 SC -I : 3" - -0" 3/4' CORIAN @ TOP OF CURB; ANTHRACITE 3/B" THK. TEMPERED GLASS U -CHANNEL BY CR LAURENCE SDCR38bN 1/2" DUROROCK WALL TILE ON THIN SET BARN DOOR #107 -IL 1 2'4' 1''6" 2'.9 I ! ALIGN W/TILECt ALIGN ALIGN W/TILE W/TILE DRYER EXHAUST 4" -. 042GhgfXJr DRYER N OEXTER OR, ,._.._ .. _. (3) CR LAURENCE HINGES, HGR 27454002 DVC GE1%16 _ ;,� jj j: . •: - t _ _ REF, EXT: EIEV, #: •t: :-1 .�w �� _L_ REF: ACCESSORYSCHED, �---'-•---- j -"DVC GO 64.. :1: r T.O. SHOWER NICHE TEMPERS 4.."- i 3/8" THK, D GLASS I SET IN TCP & BOTTOM ALUM: ; „� r„ BARN DOOR It 10B i — CHANNELS $Y GC „ 2" X 2" ANODIZED ALUM. ANGLE r, i I RECESSED 2 FROM F O CAI., BY GC T. ICSA x GLASS VENT ON PIVOTS I 2' X 2" ANODIZED ALUM: I \ c I ` ✓ I CORIAN SLEEVE @ WINDOWS GC2436.6-SC-FM 436-6-SC-FNl GC2 r ANGLE RECESSED 2" ! '� ( j � ----- - i � WET LOCATIONS, SLOPE IN FROM F.O• CAB., by GC _w.__..w_.. _.._ __ __._. _. Y 3/B" THK, tEMPERED GLASS SHOWER DOOR BY GC WlSMIC6.3G .............. .•- O DRAIN GLASSCRAFTERS MED I ...... ....\..,.�...I ... I L!< (•• 3/4 THK, CORIAN NICHE, 112" CORIAN PANEL ON ; ri t y I j; ?' ta: ' *~� T•2 WASIDE KIT IY GC Tp i' \ Imo, ALIGN W/TILE - • CLIPS BY GC TO CONCEAL T•3 '' ✓ I -1/2" THK. BALTIC 4-1BIRCH W WH ECONNECTIONS 1 DV C MIN 111 - 1.112' THK. BALTIC BIRCH •� - • :: ,,. _ +' ,. �--^•-I---••-•— �-••-i--- TOWEL BAR BY GC � _�•_--_ PLASTIC LAMINATE W/WHITE PLASTIC "I j` .I:,7;': T•Z- _ CTOP BY GC - LAMINATE CTOP IY GC START FULL TILE Q STA SINK DVC LEVREBRS3H I;•• IW, jj:. wAs�. LG WM3470HVA D U IT - LG WM3470HVA wA H I' t: «t , LG DlEX3470V OA, 1 /2" THK: TEMPERED GLASS LG DLEX3470V DRv - SET IN TOP & BOTTOM ALUM, GC TO PROVIDE HOOKUPS FOR GAS ,' '¢:,XYa�.. y{ �• ! CHANNELS BY GC DRYER CURB W/ 314" CORIAN F»..,ih10P; ANTHRACITECOORq: OUTLET- - - - 6:X 6" CURB W/ LOCATION W(TP WOLDER- - 3/4" CORIAN TOP; APPLIANCE SPEC., TYP: ' i.,.;lANTHRACITE ..DURAVIT EXHAUST DUCT, 4" STARK 2 T-4 - SLOPE TO DRAIN DUCT 10 EXTERIOR, REF,EXT.ELEV, ISIDES OFCURI T•1 .-._�_ \ -_ _ 14 1 3/ BATH/LAUNDRY 108 ELEVATION BATH/LAUNDRY 108 ELEVATION Aagq , 09 1/211 w 1 -p.+ 0$ J/ /2.. � 1 �-p, O6 BATH 107 ELEVATION A400 1/2" 11.011 (10TH SIDES OF CURB) T•1 I I we - u I b ( I WALL CONSTRUCTION T-2 15 DETAIL: SHOWER Scale: 3° ei DETAIL: TUB FASCIA Sca e: 3" -0" 12 3/8" THK: TEMPERED GLASS U -CHANNEL BY CRLAURENCE SDCR36BN LEAD PAN -PITCHED TO DRAIN MUD DED -PITCHED 112" THK, CEMENT ID, SUI FLR• 1/2" DUROCK 1X1 GLASS TILE LINE OF WALL FRAMING INTEGRAL TILE FLANGE CLR, SILICONE CAULK ALL t AROUND TUB TUB BYZUMA / WOOD $LOCKING AS REQ'D FOR LEVELING TUI VEL HOOKS aC, @ 5'-6" AFF 3N W/TILE RIAN SLEEVE Q JDOWS IN WET ^ATIONS, IPE IN TO DRAIN 6" 1), DETAIL: TUB WALL Scale: T = " 8DETAIL: SHOWER CURB --scade:= 1'-p DRIAN @ TOP RI: ANTHRACITE I 05 BATH 107 ELEVATION 1 / 2 _ 1 .p .._._. _. _... 11•41/2 2'•9" �r—..,._.-_.._,...fie...._ _.—._........ SHOWER CURTAIN ROD I ALIGN WlTILE SUPPLIED & INSTALL_E_D BY '6 -C,' FACf0_1Y TZ� F C5VIDE --1HGR04266000 BLOCKING AS REQ'D THGR 27454002 ALIGN W/TILE -+--- T.O. SHOWER NICHE CORIAN THK: ---- j{ CO NICHE, ALIGN W/TILE 2'-71/2" 8'-0 1/21, )VC TUI F I ZUMAIC6634 7 I 2'-3" q ALIGN W/TILE ,fCL ALIGN i. fIL W/TILE ..i`... ........ ........i.� r..... f ` I. ......1.� .f 1 .� .. ........ GC2436-6-SC•FOI 6C2436 -6 -SC -FM i........ W/SMK6.36 .,.I.......... DVC MIN 111 I I DURAVIT I 23" VERO DURAVIT STARK 2. 04 BA107 ELEVATION 1/24 0. T-1 THRESHOLD _ -- - . -- lir GLASSCRAFTERS' MED CAIS., Y DURAVIT I SURFACE MTD. I_---' ALIGN TILE W/ DOOR 23" VERO W/SIDE KIT BY GC CENTERLINE FLOOR DRAIN i 111111111111b. DVC MIN ' ;LG DLGX3471V U709 111 � is I GR -Y o c I- -w�sl ___fir• I� T:P, HOLDER Lb WM3470HVA I IY GC it DURAVIT DURAVIT. -_-r STARK - i +• TOWEL DAR• i • r --.� BY GC -6" X 6" CURB 3' - �- 1 2 3 0 314" CORIAN TOP; li• I 1i�3 I I - ,,- �,_ ._ ANTHRACITE sa------- ---- DOOR rF -3/0"THK, TEMPERED GLASS , A400 SET IN TOP & BOTTOM ALUM.' CHANNELS IY GC : HGR 04266000 q y HGR 27454002 ;b ALIGN W/TILE Q 1 - 1 . _ T•4 DVC DIVERTER TOWEL HOOKS _ DVC GEN603 J NY GC AIN* +* DVC GOT645L ,,, .1444 STARK 2�t I I i i i I I I _» CORIAN SLEEVE (Hu WINDOWS IN o WET LOCATIONS Ta ..,_............. -.. ..... .... !~ 02 BATH/LAUNDRY 108 SHOWER CURTAIN ROD START FULL TILE C DOOR TRIM 1/2' CORIAN PANEL ON CLIPS BY GC TO CONCEAL CONNECTIONS 1061 DURAVIT 23" VERO 8'-1 3/4" ASF •� •�'F GWI SOFFIT GLASSCRAFTERS SSCRAFTERS MED CABS,, SURFACE MTD. W/SIDE KIT NY GC 0'-0" 2'•61/4" W/D� MODULESUBFLOOR 2'-B'. Y-------------------- 07 BATH/LAUNDRY 108 ELEVATION 1 /2 me1 0 ALIGN MED: CAS, W/CENTER OF TILE GLASSCRAFTERS MED CAIS:, SURFACE MTD: W/SIDE KIT BY GC 4—START FULL TILE Q '4 T.O. SINK < START FULL TILE @ DOOR TRIM wmt., V-1 3/4" ASF GWI SOFFIT MODULE SUBFLOOR BATH 107 ELEVATION 03 1/2° 1,p =THRESHOLD GLASSCRAFTERS MED CAIS:, SURFACE MTD. DURAVIT W/SIDE KIT IN GC 23" VERO VC . .�. 111 03 T.P. HOLDER—? I ! 05 IY GC -------- ' . DURAVI I 2'•6" 3" T07 ALIGN TILE W/ DOOR CENTERLINE ALIGN TILE W/ TOILET CENTERLINE TOWEL HOOKS BY GC, ALIGN W/TILE �o STARK 2�t I I i i i I I I loomi o !~ SHOWER CURTAIN ROD S:S. NICHE, SUPPLIED & INSTALLED NY ALIGN W/TILE GC, FACTORY TO PROVIDE BLOCKING AS REQ'D 4.;/ _ TOWEL HOOKS BY GC, wmt., V-1 3/4" ASF GWI SOFFIT MODULE SUBFLOOR BATH 107 ELEVATION 03 1/2° 1,p =THRESHOLD GLASSCRAFTERS MED CAIS:, SURFACE MTD. DURAVIT W/SIDE KIT IN GC 23" VERO VC . .�. 111 03 T.P. HOLDER—? I ! 05 IY GC -------- ' . DURAVI I 2'•6" 3" T07 ALIGN TILE W/ DOOR CENTERLINE ALIGN TILE W/ TOILET CENTERLINE TOWEL HOOKS BY GC, ALIGN W/TILE �o DVC DIVERTER DVC MIN 1520 CORIAN SLEEVE " "I Q WINDOWS IN WET LOCATIONS EQ: EQ. @BATH 107 PLAN 1 /20 E F THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE FL H SEALED CONCRETE •1 POLISHED & SE E SLAB FL -2 IX6IPE DECKING E 1 (NEXT) COLORBODY PORCELAIN TILE - J104 T•T CITY- UNPOLISHED = 3X6 STACKED SUBWAY TILE, WHITE MATTE FINISH T -J 1X1 GLASS REFLECTIONS TILE, WHITE ICE T•4 1/2X1/2 HONED NERO TILE GT -1 1.1/4" CAESERSTONE, BLIZZARD WHITE 2013111/22 ISSUE TO BLDG. DEPT. 2013/11/04 BID SET 2013/08/218 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET C7 AF?c . 1•#'��dJ O��(�S L LV7VT� ��� r %1. 0205 _.taw. HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4a.com FAX: 212.206.0944 INTERIOR ELEVATIONS DATE: 2013/11!22 A400 SCALE: AS NOTED COPYRIGHT O RESdLUTWN: 4 ARCHRlCTURl. ALL RIaNTi RR'SEAVtb. STARK 2�t - �--- o !~ SHOWER CURTAIN ROD S:S. NICHE, SUPPLIED & INSTALLED NY ALIGN W/TILE GC, FACTORY TO PROVIDE BLOCKING AS REQ'D 4.;/ _ TOWEL HOOKS BY GC, ALIGN W/TILE ' IUMA C6634 N HGR 04266000 • HGR 27454002 �� DVC DIVERTER DVC MIN 1520 CORIAN SLEEVE " "I Q WINDOWS IN WET LOCATIONS EQ: EQ. @BATH 107 PLAN 1 /20 E F THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE FL H SEALED CONCRETE •1 POLISHED & SE E SLAB FL -2 IX6IPE DECKING E 1 (NEXT) COLORBODY PORCELAIN TILE - J104 T•T CITY- UNPOLISHED = 3X6 STACKED SUBWAY TILE, WHITE MATTE FINISH T -J 1X1 GLASS REFLECTIONS TILE, WHITE ICE T•4 1/2X1/2 HONED NERO TILE GT -1 1.1/4" CAESERSTONE, BLIZZARD WHITE 2013111/22 ISSUE TO BLDG. DEPT. 2013/11/04 BID SET 2013/08/218 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET C7 AF?c . 1•#'��dJ O��(�S L LV7VT� ��� r %1. 0205 _.taw. HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4a.com FAX: 212.206.0944 INTERIOR ELEVATIONS DATE: 2013/11!22 A400 SCALE: AS NOTED COPYRIGHT O RESdLUTWN: 4 ARCHRlCTURl. ALL RIaNTi RR'SEAVtb. MANF, TO PROVIDE MERI FINISH SIDE PANEL TO MA Q MODULI R I MODULE A PTD, WD, TRIM GROUPS TWO SLIDING DOORS I q ,ISLAND ELEVATION i q7 COMMUNAL ELEVATION 1/2 —1-p PROVIDE WOOD FILLER PANEL TO MATCH NO WINDOW FACE TRIM. CORIAN EXTENSION JAMS, REF. A021 2'X 2" ANODIZED ALUM, ANGLE RECESSED 2" FROM P.O. CAB., BY GC LEGRAND PLUGMOLD, GREY ENAMEL, CONT, W/12" OUTLET SPACING UNDER CABS, q5 ISLAND ELEVATION 1/2.-1-0 q2 ISLAND ELEVATION 3/4" THK, PTD, WD. TRIM --•-•---- TURNS CORNER RATS "RONDO" WOOD -BURNING STOVE W/ TOP -MOUNTED FLUE BY GC (CENTERED ON Cl, OF WINDOWS 101 D Q 101C - INSTALL W/ FACE SET AT 45 DEG. FROM ADJ. WALLS) /�'----'•-�^-^--------- 1 1/2" THK, EXPOSED EDGE BALTIC BIRCH CREDENZA BY GC I .LAT ICH , I /2' THK. BALTIC BIRCH CLEAT W/ `u' � I i lij 1/2"X 1/2" REVEALS AROUND 101E 101 3/4" THK. EXPOSED EDGE BALTIC BIRCH I l I DIVIDERS; HOLD 3/4" FROM FRONT EDGE 1 i� I I Bc 1 1/2" FROM BACK PANEL ' ILL 3/4" THK, BALTIC IIRCH BACK PANEL N II 1 3/4"" I.W 11/2" 3J4„tt/ i i �I I --- '+ ROTATE SWITCHES k OUTLET AT MODULE HORIZONTALMATEE INSTALLED ` r ` W I I q ,ISLAND ELEVATION i q7 COMMUNAL ELEVATION 1/2 —1-p PROVIDE WOOD FILLER PANEL TO MATCH NO WINDOW FACE TRIM. CORIAN EXTENSION JAMS, REF. A021 2'X 2" ANODIZED ALUM, ANGLE RECESSED 2" FROM P.O. CAB., BY GC LEGRAND PLUGMOLD, GREY ENAMEL, CONT, W/12" OUTLET SPACING UNDER CABS, q5 ISLAND ELEVATION 1/2.-1-0 q2 ISLAND ELEVATION 3/4" THK, PTD, WD. TRIM --•-•---- TURNS CORNER RATS "RONDO" WOOD -BURNING STOVE W/ TOP -MOUNTED FLUE BY GC (CENTERED ON Cl, OF WINDOWS 101 D Q 101C - INSTALL W/ FACE SET AT 45 DEG. FROM ADJ. WALLS) 3'-0 7 102 11'-81/2' ISLAND 177 -"-- GWI SOFFIT -01 ,......... p.........��.'t`l , BLOCKING IN WALL FOR TV MOUNT - TBD PROVIDE 2" CONDUIT FROM TV TO EQUIP, § 3 4" SEC f LWUIP: LOW 51`EAKER, CABLE ROX,I MODEM, ROUTER RECEIVER, OVD " " I? 'ilii ' It I Illi' ►I I II ' i I I. , HOMERUN ALL AUDIO TO THIS LOCATION 1 1/2" THK, EXPOSED EDGE BALTIC BIRCH CREDENZA W/ 3/4" DIVIDERS BY GC; FACTORY TO SHIP LOOSE EXTENSION RINGS FOR RECEPTACLES AS REQ'D, TYP, 1/2" X 3-1/2" PTD. WD, BASE TRIM ? i GWI CEILING i .� ._.�, .�. d�'•1 33/A"°ASF I "f GWI SOFFIT I i LIVING ELEVATION qb 1/2" = 1,-0` COORD, OUTLET LOCATION --- W/APPLIANCE SPEC - CAN BE LOCATED ABOVE APPLIANCE, OR LOW TO FLOOR AT EITHER SIDE MANF, TO PROVIDE MERILLAT TRIM KIT, FINISH FRONT PANELS TO MATCH AS REQ'D .................. ..._.......,__..... - 2XIS WALL FOR ROOF DRAIN LEADER 0'-0" _ MODULE SUBFLOOR GWI CEILING 8'•»1133/_4" ASF GWBSOFFIT 314" FILLER ..._. MO - MODULE SUBFLOOR ELEVATION S,';-\4KI;T�C,�HE�N/DINING pu 3/4" THK, W'D,-PANEL TO MATCH......... -- Q102 OUTLET, REF, LEV, -► i - - _ _______ _ _--................... --! I CT•1 -.. r............... OUTLET, REF, ELEV. EXE 1 .�.. I'i_,._._, I _. � _..__».�L? .. _. .. _,r..........._ .. i � •�» IEXIlUSS ASOVE I ;I CT -1 i ................ .......... .......... -/ CKt] I . i i � +........��1 CT -1 ?URNS DOWN BEV 4 I BWIT112 1I i-IWITI/ 2 r0 FLOOR I 60SCH NGM565 UC lIE1HERR V!U 4000 i 1 (2) 35 QT 111 (2) 35 QT, I 10123 BPP130 R13i IT 1't- .,? i •............... _ _. ___ _ . __ j 102 KITCHEN ------------ 04 -_---_ _---04 t ! 103 DINING i ''• I I I 1 I 3/4" FILLER ^ J i t I i t 3/4° END PANEL 3/4" END PANEL 314" FILLER U1/24% R U182416L WR341! --+ OC332494 DF $PPIi$ IPPBII 1136, BUTT BPP324 IPPS24 IPPB27 BPPS27 124LtFWT (4) HSFWROT (4) HIFWROT i ovN o s? INSINKERATOR ESSENTIALlow I PRINTER REQ Nw I ___T_� rELKAYEFRU311610 IBOSCHSHX68R55UC�_ CT•1 _ rr -`_ rr LIEBHERR HCB 2062 BOSCH HBL57SOUC IW363i ABOVGr W3i34 ABOVE ~W3434 ABOVE I- OLANC(5'441332 W3i34 ABOVEW3336 ABOV-------------------- r I W3336ABOVE ' W333i ABOVE I W1136L 1/2" C DRIAN BACKSPLASH � I I-----4 '' 2'1 I ABOVE I BLANCO SOAP DISPENSER MOCKETT GROMMET; TG6 2" DIA, . ----____w_______ _______ .__---_- -.L PLATED G ROMMET SET, FINISH: 26 D_________________ SATIN CHROME I q7 KITCHEN/DINING PLAN Ta2I 9 103........ ....... ....... , ........ 30'•6° R ES4 P RL E F A rD--' S, ITHE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE FL -1 POLISHED k SEALED CONCRETE SLAB Fl -2 1X61PE DECKING EC1 (NEXT) COLORBODY PORCELAIN TILE • J104 T•1 CITY - UNPOLISHED T•2 3X6 STACKED SUBWAY TILE, WHITE MATTE FINISH T•3 1X1 GLASS REFLECTIONS TILE, WHITE ICE T•4 1(2X1/2 HONED NERO TILE Cf -1 1-1/4" CAESERSTONE, BLIZZARD WHITE 2013/11/22 ISSUE TO BLDG. DEPT. 2013/11/04 BID SET 2013/08/28 REVISED FACTORY SET 2013/0.3/13 FACTORY PRICING SET SUNT �ti; . 1 Np 02050 0 N, HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675,9266 www.re4a.com FAX: 212.206,0944 INTERIOR ELEVATIONS DATE: 2013/11/22 A410 SCALE: 1/2 x 1 -0 COPYRIGHT 0 It"OLIMON: 4 ARCHTTMTURBr All RIGHTS NFAIKVED• /�'----'•-�^-^--------- 1 1/2" THK, EXPOSED EDGE BALTIC BIRCH CREDENZA BY GC I /2' THK. BALTIC BIRCH CLEAT W/ lij 1/2"X 1/2" REVEALS AROUND 3/4" THK. EXPOSED EDGE BALTIC BIRCH I l I DIVIDERS; HOLD 3/4" FROM FRONT EDGE 1 i� I I Bc 1 1/2" FROM BACK PANEL 3/4" THK, BALTIC IIRCH BACK PANEL 3/4"" I.W 11/2" 3J4„tt/ i 3'-0 7 102 11'-81/2' ISLAND 177 -"-- GWI SOFFIT -01 ,......... p.........��.'t`l , BLOCKING IN WALL FOR TV MOUNT - TBD PROVIDE 2" CONDUIT FROM TV TO EQUIP, § 3 4" SEC f LWUIP: LOW 51`EAKER, CABLE ROX,I MODEM, ROUTER RECEIVER, OVD " " I? 'ilii ' It I Illi' ►I I II ' i I I. , HOMERUN ALL AUDIO TO THIS LOCATION 1 1/2" THK, EXPOSED EDGE BALTIC BIRCH CREDENZA W/ 3/4" DIVIDERS BY GC; FACTORY TO SHIP LOOSE EXTENSION RINGS FOR RECEPTACLES AS REQ'D, TYP, 1/2" X 3-1/2" PTD. WD, BASE TRIM ? i GWI CEILING i .� ._.�, .�. d�'•1 33/A"°ASF I "f GWI SOFFIT I i LIVING ELEVATION qb 1/2" = 1,-0` COORD, OUTLET LOCATION --- W/APPLIANCE SPEC - CAN BE LOCATED ABOVE APPLIANCE, OR LOW TO FLOOR AT EITHER SIDE MANF, TO PROVIDE MERILLAT TRIM KIT, FINISH FRONT PANELS TO MATCH AS REQ'D .................. ..._.......,__..... - 2XIS WALL FOR ROOF DRAIN LEADER 0'-0" _ MODULE SUBFLOOR GWI CEILING 8'•»1133/_4" ASF GWBSOFFIT 314" FILLER ..._. MO - MODULE SUBFLOOR ELEVATION S,';-\4KI;T�C,�HE�N/DINING pu 3/4" THK, W'D,-PANEL TO MATCH......... -- Q102 OUTLET, REF, LEV, -► i - - _ _______ _ _--................... --! I CT•1 -.. r............... OUTLET, REF, ELEV. EXE 1 .�.. I'i_,._._, I _. � _..__».�L? .. _. .. _,r..........._ .. i � •�» IEXIlUSS ASOVE I ;I CT -1 i ................ .......... .......... -/ CKt] I . i i � +........��1 CT -1 ?URNS DOWN BEV 4 I BWIT112 1I i-IWITI/ 2 r0 FLOOR I 60SCH NGM565 UC lIE1HERR V!U 4000 i 1 (2) 35 QT 111 (2) 35 QT, I 10123 BPP130 R13i IT 1't- .,? i •............... _ _. ___ _ . __ j 102 KITCHEN ------------ 04 -_---_ _---04 t ! 103 DINING i ''• I I I 1 I 3/4" FILLER ^ J i t I i t 3/4° END PANEL 3/4" END PANEL 314" FILLER U1/24% R U182416L WR341! --+ OC332494 DF $PPIi$ IPPBII 1136, BUTT BPP324 IPPS24 IPPB27 BPPS27 124LtFWT (4) HSFWROT (4) HIFWROT i ovN o s? INSINKERATOR ESSENTIALlow I PRINTER REQ Nw I ___T_� rELKAYEFRU311610 IBOSCHSHX68R55UC�_ CT•1 _ rr -`_ rr LIEBHERR HCB 2062 BOSCH HBL57SOUC IW363i ABOVGr W3i34 ABOVE ~W3434 ABOVE I- OLANC(5'441332 W3i34 ABOVEW3336 ABOV-------------------- r I W3336ABOVE ' W333i ABOVE I W1136L 1/2" C DRIAN BACKSPLASH � I I-----4 '' 2'1 I ABOVE I BLANCO SOAP DISPENSER MOCKETT GROMMET; TG6 2" DIA, . ----____w_______ _______ .__---_- -.L PLATED G ROMMET SET, FINISH: 26 D_________________ SATIN CHROME I q7 KITCHEN/DINING PLAN Ta2I 9 103........ ....... ....... , ........ 30'•6° R ES4 P RL E F A rD--' S, ITHE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE FL -1 POLISHED k SEALED CONCRETE SLAB Fl -2 1X61PE DECKING EC1 (NEXT) COLORBODY PORCELAIN TILE • J104 T•1 CITY - UNPOLISHED T•2 3X6 STACKED SUBWAY TILE, WHITE MATTE FINISH T•3 1X1 GLASS REFLECTIONS TILE, WHITE ICE T•4 1(2X1/2 HONED NERO TILE Cf -1 1-1/4" CAESERSTONE, BLIZZARD WHITE 2013/11/22 ISSUE TO BLDG. DEPT. 2013/11/04 BID SET 2013/08/28 REVISED FACTORY SET 2013/0.3/13 FACTORY PRICING SET SUNT �ti; . 1 Np 02050 0 N, HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675,9266 www.re4a.com FAX: 212.206,0944 INTERIOR ELEVATIONS DATE: 2013/11/22 A410 SCALE: 1/2 x 1 -0 COPYRIGHT 0 It"OLIMON: 4 ARCHTTMTURBr All RIGHTS NFAIKVED• 2X2 ALUM. ANGLE BY GC (ABOVE): FASTEN IED TO HEADBOARD -- --- -. —... .-.----- --------- i I i I I t ...-..-.-.}.... N I I .-.�-,, -•'e—_ I I L10 WALL SCOP BY GC; GC PRO' I 1 (2) LAYERS 3/4' BALTIC I l h I I I STRUCT, ANGLE I I BIRCH CONTINUOUS SHLLF ilj j! TOP IED j BY GC (ABOVE) LENGTH 3/4" BALTIC BI 1 I + 3X3X1/4" ALUM, jII VARIES - SEE ELEVATIONS I STRUCT, TUBE @ HEADBOARD IY i I R III PLATFORM BY GC ,) I �1111� 111 I i LAYERS 3/4' •- r BALTIC BIRCH IED PLATFORM BY GC rte+ (ABOVE) I I I tv ` I j(2) LAYERS 314" BALTIC BIRCH VERTICAL SUPPORTS BY GC �r II r II -...-..-.,-------- II 6" 1 112" 6'-4" c��R II 3/4" REVEAL TO MATCHIf GWB BLOCKING 1Y MANF, WALL CONSTRUCT, 1 i I I I I 314" THK, BALTIC BIRCH PLWD, PANEL ROUT -IN 3X3X1 /4" ALUM, STRUCT, ANGLE FASTENED W/ COUNTERSUNK SCREWS; STAGGERED (4) LAYERS 3/4" THK, BALTIC BIRCH PLYWD PLATFORM BEDROOM 106 BUNK BED DETAILS 07 Scale; 3" = P-0" 16 TYPICAL BUILT-IN BED PLATFORM 1/211- 1 0 -1 1/21, THK. BALTIC BIRCH EXPOSED EDGE PORTAL BY GC � MIRROR `i BY GC -1-1/2"THK. BALTIC BIRCH EXPOSED EDGE CTOP NY GC �o REVEAL TO MATCH ALIGN ----� 3/4" REVEAL TO MATCH I lj SHED 1 SHELF I -7 1 GC. TO PROVIDE AND INSTALL NACA1 NE SODS 12 BEDROOM 105 CABINETRY 11/2" BALTIC BIRCH PLYWD, PORTAL All ( _1111. LILL UL _ ..... -_ r '114" ALUM, LE FASTENED SUNK GGERED 4" THK, BALTIC BIRCH PLYWD PLATFORM 15BEDROOM 104 CABINETRY / = 1 011 O6 BEDROOM 106 BUNK BED DETAILS Scale: 3" = 1' - COUNTER SUNK HEAD 1HRU SOLT W/ ROUNDED I--------- CAP NUT @ NOT. 3X3X1/4" ALUM. SQ. TUBE SECTION -- BALAYERS 3/4 LI C BIRCH "THK, PLYWD PLATFORM @4BEDROOMY 106 BUNK BED DETAILS a e: ° _Qu PANEL 11 BEDROOM 105 BUILT-IN BED PLATFORM /12 ji1.011 WINDOW i I C. TO PROVIDE ND INSTALL ANGING RODS I CABINETS 3/4" BALTIC BIRCH PANEL Cal WALL BY GC (ALIGN W/ NIGHTSTAND) (2) LAYERS 3/4" BALTIC -- • •'-••-•-.. /IRGH SHELF NY GC.. . •. .......... (3) LAYERS 3/4" BALTIC BIRCH f BED PLATFORM BY GC I i I I .-.�-,, -•'e—_ 105A L10 WALL SCOP BY GC; GC PRO' I O6 BEDROOM 106 BUNK BED DETAILS Scale: 3" = 1' - COUNTER SUNK HEAD 1HRU SOLT W/ ROUNDED I--------- CAP NUT @ NOT. 3X3X1/4" ALUM. SQ. TUBE SECTION -- BALAYERS 3/4 LI C BIRCH "THK, PLYWD PLATFORM @4BEDROOMY 106 BUNK BED DETAILS a e: ° _Qu PANEL 11 BEDROOM 105 BUILT-IN BED PLATFORM /12 ji1.011 WINDOW i I C. TO PROVIDE ND INSTALL ANGING RODS I CABINETS 3/4" BALTIC BIRCH PANEL Cal WALL BY GC (ALIGN W/ NIGHTSTAND) (2) LAYERS 3/4" BALTIC -- • •'-••-•-.. /IRGH SHELF NY GC.. . •. .......... (3) LAYERS 3/4" BALTIC BIRCH f BED PLATFORM BY GC I i I I 3/4" BALTIC BI PANEL @ WAI GC (SEE 141A i ( (3) LAYERS BALTIC BIRCH I I J PLATFORM 11 r I I I ++� (2) LAYERS 3/4" IF BIRCH SHELF B\ a 1.1/2" BALTIC BIRCH --------I VERTICAL SUPPORTS BY GC: REF, 16/A420 314" PANEL 2X2 ALUM, ANGLE NY GC: FASTEN BED TO HEADBOARD GPBEDROOM 104 BUILT-IN BED PLATFORM Y17211al -0 PANEL PLYWD, PANEL NY GC 04 BEDROOM BED 106 BUNK SECTION / z Q 10 BEDROOM 105 BUILT-IN BED PLATFORM / 2' - k1Si1M OPEN CUBSY WI - 1.1/2" THK, PORTAL BY GC i; M 3/4" BALTIC BIRCH PANEL @ WALL BY GC (ALIGN W/ NIGHTSTAND) L10 WALL SCONCE BY GC; GC PROVIDE ROUND BACK BOX TO '�I 3/4" BALTIC BIRCH HEADBOARD NY GC I (2) LAYERS 3/4" IALTIC SHELF BY GC ....."......... I (3) LAYERS 3/4" IALTIC BIRCH J ( j IED PLATFORM BY GC ---I 2X2 ALUM. ANGLE BY GC; FASTEN BED TO HEADIOARD 3/4" _ _ 1'.6' �r PANEL PANEL (2) LAYERS 3/4" BALTIC BIRCH VERTICAL SUPPORTS BY GC' BEDROOM 104 BUILT-IN BED PLATFORM 13 /2 �1- �. �1i�E'--1.3_1411 ASP Y GWI SOFFIT OIL 0'-0" MY ODULE SUBFLOOR REF, 16/A420 BEDROOM 105 BUILT-IN BED PLATFORM q9 1/2' M 1'-0° 3/4" ,- 1'-3" - 2'-0 3/4" NALL SCONCE BY GC; GC PROVIDE OUND BACK BOX IRCH OPEN -SHELF CAGE UNIT BY GC: "THK, PORTAL W/ iK. FIXED SHELVES 3/4" BALTIC BIRCH -----� ► PLYWD PANEL WALL BY GC !�!! I III III II! �It ..........._.-...—. I rl�l .-.�-,, -•'e—_ ( ! 1 L10 WALL SCOP BY GC; GC PRO' I III� II 3X3X1/4ALUM, IJ I l h I I I STRUCT, ANGLE I I ROUNDBACK ilj j! TOP IED j PLATFORM BY GC 3/4" BALTIC BI 1 I + 3X3X1/4" ALUM, jII r I STRUCT, TUBE @ HEADBOARD IY 3/4" BALTIC BI PANEL @ WAI GC (SEE 141A i ( (3) LAYERS BALTIC BIRCH I I J PLATFORM 11 r I I I ++� (2) LAYERS 3/4" IF BIRCH SHELF B\ a 1.1/2" BALTIC BIRCH --------I VERTICAL SUPPORTS BY GC: REF, 16/A420 314" PANEL 2X2 ALUM, ANGLE NY GC: FASTEN BED TO HEADBOARD GPBEDROOM 104 BUILT-IN BED PLATFORM Y17211al -0 PANEL PLYWD, PANEL NY GC 04 BEDROOM BED 106 BUNK SECTION / z Q 10 BEDROOM 105 BUILT-IN BED PLATFORM / 2' - k1Si1M OPEN CUBSY WI - 1.1/2" THK, PORTAL BY GC i; M 3/4" BALTIC BIRCH PANEL @ WALL BY GC (ALIGN W/ NIGHTSTAND) L10 WALL SCONCE BY GC; GC PROVIDE ROUND BACK BOX TO '�I 3/4" BALTIC BIRCH HEADBOARD NY GC I (2) LAYERS 3/4" IALTIC SHELF BY GC ....."......... I (3) LAYERS 3/4" IALTIC BIRCH J ( j IED PLATFORM BY GC ---I 2X2 ALUM. ANGLE BY GC; FASTEN BED TO HEADIOARD 3/4" _ _ 1'.6' �r PANEL PANEL (2) LAYERS 3/4" BALTIC BIRCH VERTICAL SUPPORTS BY GC' BEDROOM 104 BUILT-IN BED PLATFORM 13 /2 �1- �. �1i�E'--1.3_1411 ASP Y GWI SOFFIT OIL 0'-0" MY ODULE SUBFLOOR REF, 16/A420 BEDROOM 105 BUILT-IN BED PLATFORM q9 1/2' M 1'-0° 3/4" ,- 1'-3" - 2'-0 3/4" NALL SCONCE BY GC; GC PROVIDE OUND BACK BOX IRCH OPEN -SHELF CAGE UNIT BY GC: "THK, PORTAL W/ iK. FIXED SHELVES 3/4" BALTIC BIRCH -----� ► PLYWD PANEL WALL BY GC !�!! I III III II! �It ..........._.-...—. I rl�l .-.�-,, -•'e—_ ( ! 1 i 42a I 4za. � Ali I I II I I► I � �� �� Til � I �► I I III� II 3X3X1/4ALUM, IJ I l h I I I STRUCT, ANGLE I I - ilj j! TOP IED j PLATFORM BY GC 1 I + 3X3X1/4" ALUM, jII r I STRUCT, TUBE @ .r I II I. TOP IED III PLATFORM BY GC ,) �1111� 111 I r •- 07 II � r i 42a I 4za. � Ali I I II I I► I � �� �� Til � I �► I I l h 'lIl I I I,Ii ►rl1�i►�r,I - Ila BEDROOM 106 STORAGE UNIT SECTION BEDROOM 106 BUNK BED SECTION Iq l 04 1 f 02 2'.1 r � r r r r t � r r r r .r r r r r •- r � rte+ tv ` k �r II r II II c��R II HANGING it ROD BY GC I I 11 ` II II � D'-1 3/4" ASF GWI SOFFIT �- MODULE SUIFLOOR OB BEDROOMS 104/105 - CABINETRY PLAN 1i.011 BALTIC BIRCH OPEN -SHELF STORAGE UNIT BY GC: 1.1/2" THK, PORTAL W/ 314" THK, FIXED SHELVES OUTLET IN CUIBY BEYOND; REF. 02/A130; FACTORY TO SHIP TObA LOOSE EXTENSION RINGS FOR RECEPTACLE AS REQ'D, TYP. ALIGN a L,9/ ` L9 WALL SCONCE IY GC; GC PROVIDE .................. ROUND SACK BOX i luDTHK. IALTIC BIRCHEXPOSED EDGE BED'06 . PLATFORM BY GC' 42 ► 3/4"THK.IALTICBIRCH I � YiD.IiANELS!ii GC I �! I' ;Il,lil fl,l, ill 11 I II I i�ir i►,�Ii�,��ii�l.l�iri� III I'll I I � 03 GING ROD BY GC 2" THK, EXPOSED E BALTIC BIRCH TAL BY GC 2" THK, EXPOSED E BALTIC BIRCH P BY GC 2" THK. EXPOSED E BALTIC BIRCH TAIL BY GC N B'-1 3/4' ASF ~~ GWR SOFFIT I / \ / 1 i \ III / \ O I \ / TOiA \ 1,11Gi \ / \ r \ J I \/ AIN 0'-0" I ._._KioDULESUIFLOOR 1 1/2" THK, BALTIC BIRCH EXPOSED EDGE + IED PLATFORM BY GC 01 BEDROOM106 BUNKBED ELEVATION R E s 4 � Rn `4 F A F-71,1 THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 2013/11/22 ISSUE TO BLDG. DEFT, 2013/11/06 BID SET 2013/08/18 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET r� 020SON .F� HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4a.com FAX: 212.206.0944 INTERIOR ELEVATIONS DATE: 2013/11/22 A420 SCALE: AS NOTED CO►YIItiNT • RlSOLUTION: 4 ARCHlTfSTUR1. ALL RIQNTS RlSERVlC. NOTES: SURE -SEAL PRESSURE -SENSITIVE 1, PRIOR TO INSTALLATION OF SECURTAPE, APPLY T -JOINT COVER (NOTE 3) SURE -SEAL PRIMER TO SPLICE AREAS, � �� `. �',r `. NOTES: 2 MIN. ✓ �. APPLY LAP SEALANT AT TAPE `w LAP SEALANT 2, SECURT ND to TO BE OVERLAPPED A MINIMUM OF ,.' ,.',.". 1. DECK FLANGE MUST BE TOTALLY COVERED BY NOTE i R�,,,� 1" AT THE ENDS OF EACH VCUTER PIECE, OVERLAY WITH OVERLAPS AS SHOWN �, .�` PRESSURE -SENSITIVE FLASHING WITH MINIMUM 2" ( 1 Ri LAP SEALANT AS SHOWN ABOVE, COVERAGE MST NAIL HEADS, FIELD/ MIN, 1"TAPE OVERLAP ,� PICE for 3. 6" WIPE UNCURED ELASTOFORM FLASHING OR � 2. ?O REMOVE FINISHING OILS, SCRUB METAL FLANGE � �" Toy ,«� a1 A' SPLICE w ++ +rw dy Na PRESSURE -SENSITIVE FLASHING MAY ALSO BE 2" MIN �•'' y' WITH WARM SOAPY WATER AND RINSE WITH CLEAN CENTERED OVER THE INTERSECTING POINT OF THE , < FIELD SPLICE WATER; ALLOW TO DRY PRIOR TO APPLYING PRIMER, \ (, LEADING EDGES OF THEOVERLAP AT FIELD SPLICE INTERSECTION, �, �` SUPE -SEAL P.S, 3" MIN, 1Z' MAX , 3. APPLY SURE -SEAL PRIMER TO METAL FLANGE AND S" T -JOINT COVER SURE SEAL 5ecurTAPE EPDM MEMBRANE SURFACE PRIOR TO INSTALLING PRESSURE -SENSITIVE MiN, A. LAP SEALANT IS REQUIRED ON CUT EDGES OF �, , EPDM MEMBRANE PRESSURE -SENSITIVE FLASHING, FLAWING THE M O D E R N MO D U L A R REINFORCED EPDM MEMBRANE, SURE -SEAL INSULATION 4. LAP SEALANT MUST BE APPLIED AT FLASHING OVERLAPS AND INTERSECTIONS WITH JOINTS IN METAL Y RESOLUTION, 4 ARCHITECTURE �.. SgU�R -SEAL 3" 1 ' P MIN, SecurTAPE WID� 5ecurTAPE EDGING, JOINT IN • i/8" CARLISLE METAL EDGING METAL . "• w /2 INSTALLATION 02 NSTALLAT ON INSTRUCTION MANUAL FOR Et:GING I a SURE -SEAL P.S, " e STEP -11Y -STEP INSTALLATION PROCEDURES. T -John COVER • • i' MIN, . r• ROOFING NOTES APPROX. • 01, ALL ROOFING TO BE INSTALLED PER MANUFACTURER'S 6" SPECIrICATIONS, 14 OVERLAP'l 02, EPDM ROOFING SYSTEM TO BE FULLY `I 4 CARLISLE DETAIL. - MEMBRANE SPLICE WITH SECURETAPE 13 CARLISLE DETAIL. - METAL. EDGE TERMINATION WITH P.S. FLASHING 12 CARLISLE DETAIL PARAPET/CURB WITH RUSS ADHERED CARLISLE 60 MIL, THICK REINFORCED EPDM MEMBRANE SYSTEM OR 2XIS PARAPET SCALE; NIA SCALE; N/A SCALE: N/A COPING, REF. 04A/A500 "` APROVEp EQUAL, 03. DECK FLANGE FOR EDGE FLASHING MUST BE TOTALLY COVERED BY CURED EPDM MEMBRANE WITH MIN, 2" LAP 'I SPLICE FROM NAIL HEAD, 04, PRIOR TO APPLYING SPLICING CEMENT SCRUB METAL FLASHING WITH SPLICE CLEANER OR PRIMER, WHEN w SPLICING TAPE IS USED, PRIMER IS REQUIRED, 05, IN -SEAM SEALANT MUST BE PLACED NO MORE THAN 112" EXTEND LAST 2X8 CEDAR ALONGSIDE K' FROM EDGE OF FLANGE IN DRIP EDGE DETAILS. EDGE OF HOUSE (SEE ELEVATION I ' 06, MAINTAIN A CONTINUOUS BEAD OF IN -SEAM SEALANT 04IA200 FOR ALIGNMENT)"vl 2,67" X 7/8" KYNAR-MINTED AT ALL ADHESIVE MEMBRANE SPLICES, q 1 /4'X4 X4" STAINLESS, STL, PLATE - O i CORRUGATED METAL SIDING _ ALIGN C14PLATE W/ BRISE SOLEIL INSTALLED HORIZONTALLY; 07, IN -SEAM SEALANT IS REQUIRED ON ALL VERTICAL CD J -CHANNELS AS RE61'D ADHESIVE SPLICES BETWEEN ADJOINING SECTIONS OF ''" CURED EPDM MEMBRANE, O _ _ S,S, CLEVIS Q PIN EDGE OF HOUSE O Y I J - - ! 08, ALL FLASHING TO BE END LAPPED MIN, OF A" WITH 114"X4"X4" STAINLESS, STI, PLATE, SCREWED INTO CONTINUOUS CAULKING BEAD, W - �1/2"X1.112"X1.1/2" STAINLESS. STL. TAI PARAPET, BLOCKING AS REO'D --- IL 1/211 X 5" SELF -DRILLING SCREW; TYP, S.S. CLEVIS & PIN a i° - - I 3/8,10 S.S. TENSION ROD 0 # _�.---WINDOWS/FLASHING NOTES EQ.3/8"0 S,S, TENSION ROD _ _ __ 1_•__ FLASHING 4„ 01, All WINDOWS TO BE INSTALLED PER MANUFACTURER'S 2X2 CEDAR !' ( '# /` SPECIFICATIONS, 2 X 8 CEDAR, TYP, EQ EQ, 02, ALL FLASHING TO BE LEAD -COATED COPPER MINIMUM 1 1l2" , 4"1 a1 1/2"� t1 � ,I �-f f-:.."'• � -__.'.....ter.-- � �, 20 OZ, WEIGHT, 318"0 S,S. TENSION ROD P�2 f ".i W_1 " % % 03, LAP ALL COUNTERFLASING JOINTS MIN, 2" AND BED WITH 2 X 2 CEDAR, TYP, w 2 X 8 CEDAR SEALANT, 04. ALL WINDOW (1N -WALL) FLASHINGS TO BE MILL FINISH S.S, CLEVIS &PIN-- F, ALUM. FLASHING OVER 2X2 CEDAR WINDOW TRIM, 05. SCUPPERS ARE TO BE FABRICATED WITH FLANGES ON THE DIA, THREADED ROD ii ROOF SIDE WHICH EXTEND 4" ONTO THE ROOF, PROVIDE Sl—TMP' WOOD BLOCKING AS REQUIRED„024” THICKNESS, I CEDAR V' 3" 6" 1 1 /2°-.�......... 08........ 09 7 EQUAL SECTIONS 5 5 SEE ELEVATION 01/A200FOR LENGTH AND ALIGNMENT """""' WESTERN SLIDING --- - - GLASS DOORS 10 PLAN @ BRISE SOLEIL 09 DETAILS r1 @ BRISE SOLEIL 08 SECTION @ BRISE SOLEIL SCALE: 3" - 1'-0" SCALE: 3" . 1'-0" SCALE: 1 1/2'- V-0" 2X2 CEDAR TRIM BY GC, BACKER 012/14 X 1 1/2110 16" O,C., ROD & CAULK, BOTH SIDES FLASHING TAPE; TAPE SIDE NAIL ON VAPOR BARRIER PROVIDE CONSISTENT AND FINS TO ZIP WALL, TYP, ALIGNED GRID, TYP SEALANT BETWEEN NAIL ON FIN R WRAP EPDM MEMBRANE SHEATHING AT TOP, SIDES, TYP, SIDIING Y GFLASHING t0 MATCH T X 1/2" CONT, SEALER CELSTUD $DWALL R Y FOAM NSUCLOSEDk R --I6 OVER TOP OF PARAPET WESTERN WINDOWFIBERGLASS BATT INSULATION 2.67"X 7N" KYNAR-PAINTED EDGE OF PANEL, ALIGN 2.67"X 7/8" KYNAR•PAINTED CORRRUGATED METAL SIDING EDGES OF ALL PANELS, TYP 2,67" X 7/8" KYNAR-PAINTED CORRRUGATED METAL SIDING METAL COPING FLASHING; 3" INSTALLED HORIZONTALLY, BY CORRRUGATED METAL SIDING 3 INSTALLED HORIZONTALLY, BY GC, MIN, OVERLAP W/SEALING EXTER��1! GC, REF, EXT, ELEV. INSTALLED HORIZONTALLY, BY GC, REF, EXT, ELEV, TAPE 0 EACH JOINT REF, EXT, ELEV, 114" SPACER QSIDING SCREWS „_ ,,.,,,�,r ^•„, CONT. FOAM CLOSURE r i"THICK WOOD NAILER%,.�— ....... ..._-..-... ............. iF:..,............... I... ' : .s1._..... . M ^ '.• ''.• ^' •." ^•"_•'_ • _ a OUTSIDE CORNER FLASHING TO MATCH SIDING BY GC CONTINUOUS GALV, CLEAT,I l t� , •^»"» FASTENED W/1.1/4"RING �. "-"'"`�•" I �• � 1/4-14X7!8"SDWWC°116"O,C, SHANK NAILS @ 12" O,C, '' I +'— --- 2X6 CEDAR TOP RAIL MOVE I j { J -CHANNEL FLASHING TO, .......... ... —. -- ..• -- -- ........... -... • MATCH SIDING BY GC - { 1 ! (2) 2x4 CEDAR POSTS WITH 2X3 i _ CEDAR VERTICAL (RACE • CORRUGATED METAL SIDING BY i ....... __ ... ...... .... = FASTENED WITH (2) 3/8' GC - REFER 10 ELEVATIONS; t � 1 THROUGH BOLTS ON EACH 2X4 INSTALL AS PER MANUFACTURER'S I RECOMMENDATIONS \ I I \ -- -- - - ---- "•--� VAPOR BARRIER, TYP 1/2" ZIP SYSTEM EXT, t' ;r 112" SHIM AS REQ'D, TYP,•'" - SHEATHING • TYP, j I INTERIOR II DRYWALL RETURN W/ CORNER 2X6 STUD WALL W/ 2" CLOSED CELL i BEAD, ALL SIDES, TYP, ""ter SPRAY FOAM INSUL, is R-15 -- ---- --- — SINGLE 2X4 INTERMEDIATE POST 1/2" X 3.1 /2" Pip, WD, FIBERGLASS BATT INSULATION 7013/11/22 ISSUE TO BLDG. DEFT. FASTENED WITH (2) 3/8" THROUGH BOLTS I I SHADED AREA REPRESENT! •BY 3/4" THK, PTD, WD, TRIM, TYP, MSE TRIM, TYP, ( 2013/11/0$ BID SET ...... .... , MANUFACTURER" 1/2" X 3.1/2" PTD, WD, i I i 2013/08/2i REVISED FACTORY SET WRAP 2X6 CEDAR DOWN 04 PARAPET/ COPING DETAIL BASE TRIM, TYP, ° SCALE: 3'r 1`°' 05 TYP. SiDiNG AT WiNDOW TRIM Ob TYP. SIDING LAP DETAIL Q% TYP. SiDING CORNER DETAIL. olaroa , FACTORY PRICING SET SCALE: 3'- 1'-0' SCALE: 3'- 1'-0" SCALE: 3" r 1'-0" PARAPET SHIPPED LOOSE BY MANF.; . _. $ERT L I i-1/4' RING SHANK NAILS METAL DRIP EDGE FASCIA; !!� O <G • --I-'- - 2X12 CEDAR EDGE SAND INSTALLED BY GC 12" O,C, WITH SURE -SEAL ---- ---- 3" MIN, OVERLAP WATER CUT-OFF MASTIC _W/SEALING TAPE Q EACH --_,__^-____------ t' Cry I IL BONDING ADHESIVE AS CROSSED @ ALL EPDMwrr tiT+} .il JOINT 1 1 SEAM FASTENING PLATE AND PENETRATION s i BONDISURE-NG ADHESIVE AS DASHEDASTENER @ MAX 12" D.C.., SURE -SEAL IN -SEAM I j 7 1v ! O SEALANT IN SEAM SEALANT I 2X6 WOOD NAILER ' SURE -SEAL SPLICING ! SLOPED TO EDGE ,- 60 MIL EPDM MEMBRANE CEMENT AS HATCHED I °•, x20501 r , SURE -SEAL FULLY ADHERED t"* i 60MIL REINFORCED EPDM Q SPLICING CEMENT 6" WIDE SURE SEAL 2X10 FASTENED TO PRESSURE -SENSITIVE MEMBRANE PARAPET WALLS LAP SEALANT FLASHING CONTINUOUS 1/8" S.S, CABLE RAIL(,,') 3" O,C, 60 MIL REINFORCED EPDM MEMBRANE FULLY SURE -SEAL LAP SEALANT GALVANISED CLEAT, "�+••* ADHERED TO TAPERED RIGID INSULATION 1' /-` FASTENED W 1 4" RING / / SHANK NAILS CST. 12" O,C, SLOPED A7 1/4" PER FOOT MIN, PER ROOF j.�, 1 j {,} xL ' AND SURE SEAL WATER i (( i, r t -- I PLAN); INSTALLED BY MANF, WHERE POSSIBLE;] FINISHED & FLASHED BY GC r� EPDM HESLIN RESIDENCE �`' � � �. CUT-OFF MASTIC AS s � }a i t } : CROSSED @ALL . _. — (2) 2x4 CEDAR POSTS WITH 2X3 + PENETRATION COATED COPPER D --� --may -- - �T� _ .—•._ _ _" - -- — - - r._:.= ='� ., _� _- M ANCHOR CLEAT FASTENED 60 PECONIC SAY BLVD 2X12 CEDAR EDGE SAND BELOW -- _ . y. ' i- I CEDAR VERTICAL BRACE _ W_.____ .__ _._ _.�__ 5/8 PLYWOOD Tr, w. -.W,. _ ;'ALL:_ :_-= _ ..._ _-. FASTENED WITH 2 318' % SHEATHING BY MANF, _ "" ""� W/ 1 1/4" RING SHANK LAUREL, NY 11948 f +--•r- 1) 7i8" OJ2000 OPEN M- w ' I NAILS @ 12" O.C, - � THROUGH BOLTS ON EACH 2X4 •- - -_c-, -.- - i._ _ . _^_.... _ .�.. _-, ,_� __ � I i I ! ~ 1 i j! METAL DRIP RESOLUTION: 4 ARCHITECTURE WEB ROOF TRUSSES CONTINUOUS - p 16" O.C.BY MANF, _ LEAD COATED COPPER (I I I EDGE; TYP, 150 WEST 28TH STREET, SUITE 1102, NEW YORK, NY 10001 ' TERMINATION FITTING� I ! TEL:212.675,9266 www.re4a.com FAX:212,206,0944 / 2" RIGID INSULATION BY MANF, DOUBLE PERIMETER 02 OVERFLOW SCUPPER DETAIL - -- °- --- 01 OVERFLOW SCUPPER DETAIL 112" 2X6 CEDAR TOP RAIL ABOVE LANDS BY MANF, EXTERIOR DETAILS 1' SCALE: 3'. i' 0" SCALE: 3 r 0" -- --- INTERMEDIATE POST ! FLASH & BATT ROOF INSULATION: 21, CLOSED SINGLE 2X4 INTER FASTENED WITH R 318" THROUGH I i CELL SPRAY FOAM BACKED W/ R-21 FIBERGLASS BATT INSULATION BY MANF, BOLTS DATE: 2013/11/22 A%500 SCALE: AS NOTED DECK RAILING PLAN AND ELEVATIONS. 03 ROOF/ PARAPET PLASHING DETAIL COPYRIGHT 0 R13OLLMON:4ARCHTTlCTM11. ALL RIGHTSItf=VlO. SCALE, 1 1/2" ■ 1'-0" SCALE: 3'- V-0" GENERAL NOTES 1. THE GOVERNING CODE FOR THIS PROJECT IS THE NEW YORK STATE BUILDING CODE, 2008 EDITION. THIS CODE PRESCRIBES WHICH EDITION OF EACH REFERENCED STANDARD APPLIES TO THIS PROJECT. 2. TO THE BEST OF OUR KNOWLEDGE, THE STRUCTURAL DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF THE GOVERNING BUILDING CODE. 3. CONSTRUCTION IS TO COMPLY WITH THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ALL OTHER APPLICABLE FEDERAL, STATE, AND LOCAL CODES, STANDARDS, REGULATIONS AND LAWS. 4. THE STRUCTURAL DOCUMENTS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DOCUMENTS. IF A CONFLICT EXISTS, THE MORE STRINGENT GOVERNS. 5. SEE PROJECT SPECIFICATIONS FOR TESTING. SEE THE STRUCTURAL SPECIAL INSPECTION PLAN FOR INSPECTION REQUIREMENTS. 6. DETAILS LABELED "TYPICAL" APPLY TO ALL SITUATIONS THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED, WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. QUESTIONS REGARDING THE APPLICABILITY OF TYPICAL DETAILS SHALL BE RESOLVED BY THE ARCHITECT. 7. OPENINGS SHOWN ON STRUCTURAL DRAWINGS ARE ONLY PICTORIAL. SEE THE ARCHITECTURAL AND M.E.P. DRAWINGS FOR THE SIZE AND LOCATION OF OPENINGS IN THE STRUCTURE. 8. CONTRACTORS WHO DISCOVER DISCREPANCIES, OMISSIONS OR VARIATIONS IN THE CONTRACT DOCUMENTS DURING BIDDING SHALL IMMEDIATELY NOTIFY THE ARCHITECT. THE ARCHITECT WILL RESOLVE THE CONDITION AND ISSUE A WRITTEN CLARIFICATION. 9. THE GENERAL CONTRACTOR SHALL COORDINATE ALL CONTRACT DOCUMENTS WITH FIELD CONDITIONS AND DIMENSIONS AND PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS; USE ONLY PRINTED DIMENSIONS. REPORT ANY DISCREPANCIES IN WRITING TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. DO NOT CHANGE SIZE OR LOCATION OF STRUCTURAL MEMBERS WITHOUT WRITTEN INSTRUCTIONS FROM THE STRUCTURAL ENGINEER OF RECORD. 10. THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY, HIS OWN WORK AND THE PUBLIC FROM HARM. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS, AND JOBSITE SAFETY INCLUDING ALL OSHA REQUIREMENTS. 11. THE STRUCTURE IS DESIGNED TO BE STRUCTURALLY SOUND WHEN COMPLETED. PRIOR TO COMPLETION, THE CONTRACTOR IS RESPONSIBLE FOR STABILITY AND TEMPORARY BRACING, INCLUDING, BUT NOT LIMITED TO, MASONRY WALLS. WHEREVER THE CONTRACTOR IS UNSURE OF THESE REQUIREMENTS, THE CONTRACTOR SHALL RETAIN A NEW YORK STATE LICENSED ENGINEER TO DESIGN AND INSPECT THE TEMPORARY BRACING AND STABILITY OF THE STRUCTURE. 12. DESIGN SUPERIMPOSED LOADS: OCCUPANCY LIVE LOAD DEAD LOAD GARAGE 40 PSF 5 PSF GROUND FLOOR 40 PSF 5 PSF SHALLOW FOUNDATIONS 1 FOOTING SIZES AND REINFORCING ARE BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. ALL FOOTINGS SHALL BEAR ON COMPACTED FILL OR NATURAL SOIL. CONTRACTOR TO VERIFY SOIL BEARING CAPACITY IN FIELD. 2 SUBGRADE PREPARATION SHALL BE FIELD CONTROLLED AND TESTED BY A LICENSED SOILS ENGINEER IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. AT COMPLETION, THAT ENGINEER SHALL PREPARE AND SUBMIT TO THE OWNER, ARCHITECT, CONTRACTOR AND STRUCTURAL ENGINEER A SIGNED AND SEALED LETTER INDICATING THAT THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT HAVE BEEN FOLLOWED. 3. CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR WALLS, U.O.N. EXCAVATION, BACKFILL AND DEWATERING 1. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND OSHA REGULATIONS. DO NOT EXCAVATE WITHIN ONE FOOT OF THE ANGLE OF REPOSE OF ANY SOIL BEARING FOUNDATION UNLESS THE FOUNDATION IS PROPERLY PROTECTED AGAINST SETTLEMENT. 2. DO NOT BACKFILL AGAINST WALLS UNTIL 7 DAYS AFTER THE WALLS ARE BRACED BY THE STRUCTURE OR ARE TEMPORARILY BRACED. DO NOT BACKFILL CANTILEVERED RETAINING WALLS UNTIL CONCRETE IS 7 DAYS OLD. DO NOT BACKFILL UNTIL AFTER COMPLETION AND INSPECTION OF ANY WATERPROOFING. 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER IN A MANNER THAT DOES NOT INCONVENIENCE OR DAMAGE THE WORK. WOOD CONSTRUCTION 1. ALL WOOD CONSTRUCTION AND CONNECTIONS SHALL CONFORM TO AITC "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION" MANUAL, AND THE "NATIONAL DESIGN SPECIFICATIONS" FOR WOOD CONSTRUCTION, 2005 EDITION, AND THE 2008 NEW YORK STATE BUILDING CODE. 2. ALL MEMBER SIZES ARE TO BE AS SHOWN ON DRAWING AND PROVIDE THE FOLLOWING MINIMUM PROPERTIES: MEMBER SPECIES Fb S E S 12"0 PILE SOUTHERN PINE 2400 1,500,000 3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 4. ALL BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO ASTM A307. USE WASHERS BETWEEN WOOD AND ALL BOLT HEADS AND NUTS 5. ALL METAL WOOD CONNECTORS SHALL BE GALVANIZED AND SHALL BE MANUFACTURED BY SIMPSON STRONG TIE CO., OR APPROVED EQUAL. 6. ALL JOISTS SHALL BE LATERALLY SUPPORTED AT ENDS BY SOLID BLOCKING. SHOWING LOCATION OF CONSTRUCTION JOINTS AND DIRECTION OF POUR FOR REVIEW. 10. PROVIDE 3/4" CHAMFER FOR ALL EXPOSED CORNERS. 11. PROVIDE REINFORCING STEEL PLACER WITH A SET OF STRUCTURAL DRAWINGS FOR FIELD REFERENCE. INSPECT REINFORCING STEEL PLACING FROM STRUCTURAL DRAWINGS. STRUCTURAL STEEL 1. FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", WITH COMMENTARY, AND ALL OSHA REQUIREMENTS. 2. STRUCTURAL STEEL SHAPES SHALL BE FABRICATED FROM THE FOLLOWING MATERIALS: A. ROLLED W AND WT SHAPES: ASTM A992, GRADE 50. B. ROLLED M, S, C AND MC SHAPES AND ANGLES: ASTM A36, FY=36 KSI. C. PLATES AND BARS: ASTM A36, FY=36 KSI. D. COLD -FORMED HOLLOW STRUCTURAL SECTIONS (HSS): 7. UNLESS NOTED OTHERWISE ON PLAN, PROVIDE DOUBLE STUDS AT ALL 1. ROUND SECTIONS: ASTM A500, GRADE C, FY=46 KSI. JAMBS OF OPENINGS UP TO 6-0". USE TRIPLE STUDS FOR OPENINGS 2. SQUARE AND RECTANGULAR SECTIONS: ASTM A500, GRADE B, FY=46 KSI. GREATER THAN 6-0" AND LESS THAN 10'-0". 8. WHERE BEAMS OR COLUMNS ARE FORMED OF TWO (2) OR MORE MEMBERS, THEY SHALL BE FULL LENGTH AND FASTENED TOGETHER PER CHAPTER 23 OF THE NEW YORK STATE BUILDING CODE. REINFORCED CONCRETE 1. COMPLY WITH ACI 301 AND 318 2. PROVIDE STRUCTURAL CONCRETE WITH A MINIMUM ULTIMATE COMPRESSIVE DESIGN STRENGTH IN 28 DAYS AS FOLLOWS: ELEMENT STRENGTH GRADE BEAMS 4000 PSI POURED WALLS 4000 PSI SLABS ON GRADE 4000 PSI 3. USE NORMAL WEIGHT CONCRETE FOR ALL STRUCTURAL MEMBERS. U.O.N. 4. PROVIDE ASTM A-615 GRADE 60 REINFORCING STEEL. REINFORCING SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED AND FIRMLY TIED IN PLACE, WITH APPROPRIATE BAR SUPPORTS AND SPACERS. LAP CONTINUOUS REINFORCING 48 BAR DIA. LAP BOTTOM STEEL OVER SUPPORTS AND TOP STEEL AT MIDSPAN (U.O.N.). HOOK DISCONTINUOUS ENDS OF ALL TOP BARS AND ALL BARS IN WALLS, U.O.N. PROVIDE COVER OVER REINFORCING AS FOLLOWS: ELEMENT BOTTOM TOP SIDES FOOTINGS AND PILE CAPS 3" 3" 3" BEAMS ABOVE GRADE 1 1/2" 1 1/2" 1 1/2" SLABS ON GRADE 2" 1" 2" WALLS RETAINING FILL - - 2" WALLS ABOVE GRADE 5. WHERE SPECIFIED, PROVIDE PLAIN, COLD -DRAWN ELECTRICALLY -WELDED WIRE REINFORCEMENT CONFORMING TO ASTM A-185. SUPPLY INFLAT SHEETS ONLY. LAP SPLICE ONE CROSS WIRE SPACING PLUS TWO INCHES. 6. IN ADDITION TO SPECIFIED REINFORCING, PROVIDE 10 TONS OF REINFORCING BARS TO BE DETAILED, FABRICATED, DELIVERED TO SITE AND PLACED AS DIRECTED BY THE ARCHITECT/ENGINEER TO ACCOUNT FOR UNFORESEEABLE CONDITIONS. 7. UTILITIES SHALL NOT PENETRATE BEAMS OR COLUMNS BUT MAY PASS THROUGH SLABS AND WALLS INDIVIDUALLY, UON. FOR OPENINGS 24" LONG OR LESS, CUT REINFORCING AND REPLACE ALONGSIDE OPENING WITH SPLICE BARS OF EQUIVALENT AREA WITH 48 BAR DIA. LAP. PREPARE AND SUBMIT SHOP DRAWINGS FOR OPENINGS LONGER THAN 24". FOR RECTANGULAR OPENINGS 12" LONG OR LONGER, ADD 1#5 X 6' MID DEPTH DIAGONAL AT ALL 4 CORNERS. 8. WHERE REINFORCING STEEL CONGESTION PERMITS, CONDUIT AND PIPES UP TO 1" DIAMETER MAY BE EMBEDDED IN CONCRETE PER ACI 318, SECTION 6.3. SPACE AT 3 DIAMETERS O.C. PLACE BETWEEN OUTER LAYERS OF REINFORCING. IF CONDUITS ARE SIGNIFICANTLY CONGESTED, ADDITIONAL REINFORCING PERPENDICULAR TO PIPING MAY BE REQUIRED. REQUESTS TO EMBED LARGER PIPES SHOULD BE ACCOMPANIED BY A DETAILED DESCRIPTION AND BE SUBMITTED TO THE ARCHITECT FOR EVALUATION. 9. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI 318, SECTION 6.4. PROVIDE KEYWAYS AND ADEQUATE DOWELS. SUBMIT DRAWINGS E. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B, FY=35 KSI. 3. ALL SHOP AND FIELD WELDING SHALL CONFORM TO THE AWS DIA STRUCTURAL WELDING CODE BY THE AMERICAN WELDING SOCIETY. USE E70 SERIES WELDING ELECTRODES, U.O.N. WHERE NECESSARY, REMOVE GALVANIZING OR PRIMER PRIOR TO WELDING. 4. A325 BOLTS SHALL COMPLY WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", INCLUDING COMMENTARY. 5. ANCHOR RODS SHALL BE ASTM F1554 GRADE 55 WITH SUPPLEMENTARY REQUIREMENT S 1, HOOKED. OR ANCHOR RODS SHALL BE A449, TYPE 1, THREADED WITH NUTS AND WASHERS EACH END. 6. SETTING BASE AND BEARING PLATES: CLEAN CONCRETE AND MASONRY BEARING SURFACE OF BOND -REDUCING MATERIALS AND CLEAN BOTTOM OF BASE AND BEARING PLATE. A. SET BASE OR BEARING PLATE ON WEDGES OR OTHER ADJUSTING DEVICES. B. TIGHTEN ANCHOR RODS AFTER STRUCTURAL STEEL FRAME HAS BEEN PLUMBED. DO NOT REMOVE WEDGES OR SHIMS BUT, IF PROTRUDING, CUT OFF FLUSH WITH EDGE OF BASE OR BEARING PLATE PRIOR TO PACKING WITH GROUT. C. PACK OR POUR NON -SHRINK GROUT SOLIDLY BETWEEN BEARING SURFACE AND BASE OR BEARING PLATE. ENSURE THAT NO VOIDS REMAIN. FINISH EXPOSED SURFACES, PROTECT GROUT AND ALLOW TO CURE. D. FOR PROPRIETARY GROUT MATERIALS, COMPLY WITH MANUFACTURER'S INSTRUCTIONS. E. BASE PLATES MUST BE GROUTED A MINIMUM OF 72 HOURS PRIOR TO PLACING CONCRETE SLABS ON SUPPORTING STEEL STRUCTURE. 7. CUT, DRILL, OR PUNCH HOLES PERPENDICULAR TO METAL SURFACES. REAM HOLES THAT MUST BE ENLARGED TO ADMIT BOLTS AS PERMITTED BY ARCHITECT. DO NOT ENLARGE UNFAIR HOLES BY BURNING OR USING DRIFT PINS. 8. DO NOT SPLICE STRUCTURAL STEEL MEMBERS EXCEPT WHERE INDICATED ON THE DRAWINGS. 9. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR MISCELLANEOUS STEEL NOT SHOWN ON THE STRUCTURAL DRAWINGS. 10. REFER TO ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR PAINTING AND FIREPROOFING OF STRUCTURAL STEEL. DO NOT PAINT STEEL SURFACES IN CONTACT WITH CONCRETE OR FIREPROOFING. CHEMICAL ADHESIVE FOR ANCHORING REINFORCING BARS, THREADED BARS AND ANCHOR BOLTS 1. USE AN EPDXY, ACRYLIC OR POLYESTER RESIN ADHESIVE SYSTEM SUCH AS THE HILTI HIT HY150, ITW RAMSET/RED HEAD EPCON A7 OR C6 INJECTION SYSTEM, POWERS POWER -FAST + SYSTEM, SIMPSON STRONG -TIE AT OR ET, ALLIED FASTENER ALLIED +, OR ACCEPTED EQUIVALENT. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR USE AND INSTALLATION. 2. CONFIRM THE ABSENCE OF REINFORCING STEEL BY DRILLING A 1/4" DIAMETER PILOT HOLE FOR EACH ANCHOR. DO NOT CUT REINFORCING STEEL WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. 3. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR APPROPRIATE DRILL SIZE. THOROUGHLY CLEAN HOLE INCLUDING REMOVAL OF DUST PRIOR TO FILLING WITH EPDXY. 4. PROVIDE ANCHOR EMBEDMENT, SPACING AND EDGE DISTANCE AS SHOWN ON THE DRAWINGS. 5. THREADED RODS ARE A-36 GALVANIZED STEEL, U.O.N. DEEP FOUNDATIONS 1. THE PILING CONTRACTOR SHALL SUBMIT DRAWINGS TO THE ENGINEER SHOWING THE LOCATIONS OF ALL NEW PILES AND ASSIGN AN IDENTIFICATION NUMBER TO EACH PILE, PRIOR TO DRIVING THE PILES. HE SHALL HIRE AND PAY FOR THE SERVICES OF A PROFESSIONAL LAND SURVEYOR TO ESTABLISH AND LOCATE ALL LINES AND GRADES AND RE -SURVEY THE DRIVEN PILES. 2. IF NECESSARY, THE CONTRACTOR MAY AUGER, SPUD, OR USE OTHER APPROPRIATE MEANS NECESSARY TO DRIVE THE PILES, SUBJECT TO REVIEW AND ACCEPTANCE BY THE ENGINEER. 3. PILES SHALL BE DRIVEN WITHIN 3" OF INDICATED LOCATION AND SHALL NOT BE OUT OF PLUMB MORE THAN 2% OF LENGTH. PILES DRIVEN OUT OF LOCATION, OR OTHERWISE DAMAGED BY THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED AT NO COST TO THE OWNER. 4. PILE CONTRACTOR TO PROVIDE PILE CAPACITY CALCULATIONS PREPARED BY A LICENSED ENGINEER IN THE STATE OF NEW YORK, OR PROVIDE TEST PILE INFORMATION/DATA TO THE ARCHITECT/ENGINEER OF RECORD FOR REVIEW. 5. PILE CAPACITY (DESIGN LOAD) TO BE 28 TON. 6. WHEN USING A TEST PILE - PILES SHOULD BE DRIVEN UNTIL THE NUMBER OF BLOWS REQUIRED TO DRIVE THE LAST INCH IS THE SAME AS THAT OF THE TEST PILES THAT FURNISHED INFORMATION FOR EVALUATING THE DESIGN LOAD. 7. PILE DESIGN TO ACCOUNT FOR NEGATIVE SKIN FRICTION IF APPLICABLE. 8. PILE LOAD TEST PROCEDURE TO BE PREPARED BY A LICENSED ENGINEER IN THE STATE OF NEW YORK. SUGGESTED METHODS: 1) TEST BEAMS W/ HYDRAULIC JACK ACTING AGAINST ANCHORED REACTION FRAME. 2) WEIGHTED PLATFORM RES4 THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 1. ALL EX== OME?1M1 M INE TO EXTOM FACE OF SM AND DO NOT MiCWOE EXnN R 3MIHN0 90A4D OR EX1EMM CLADOM 2. ALL SILWLDDR.S 70 W 3/4' T= T&C 3. MLISHR M HOOF VENTS SUPPM BY MANW. STALLm BY MG, FLASH AND PATCH AS wgm 4. ALL HOOF DRAMS 70 MIE PLUIMI M 70 CROUID LEVEL, 7HEN P08MVELY DRAM 70 DAYLIGHT. L ALL PLLJMMMNO VENTS VW 70 ROOF, FACTORY 70 COOIb. LACATIONL DOMINICK R. PILLA ASSOC IATES,P.C. CONSULTING ENGINEERING 23 DEPEW AVENUE, NYACK, N.Y. 10960 T: 845.727.7793 F: 845.727.6377 www.drpilla.com 2013/08/26 2013/05/13 REVISED FACTORY SET FACTORY PRICING SET of �RICH,{,��� �R 074213 ' ope, l ci N HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4c.com FAX: 212.206.0944 STRUCTURAL NOTES DATE: 2013/11/20 SCALE: N/A COPYRIGHT ©RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. PERMIT SET -NOT FOR CONSTRUCTION ISSUES DRAWING INDEX w w DRAWING SHEET TITLE o 0 F_ NUMBER 11 ' oN Oo Oo a8 S-100 STRUCTURAL NOTES • • • S-200 STRUCTURAL PLANS • • • S-300 FOUNDATION DETAILS • • • S-400 STEEL DETAILS • • • RES4 THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 1. ALL EX== OME?1M1 M INE TO EXTOM FACE OF SM AND DO NOT MiCWOE EXnN R 3MIHN0 90A4D OR EX1EMM CLADOM 2. ALL SILWLDDR.S 70 W 3/4' T= T&C 3. MLISHR M HOOF VENTS SUPPM BY MANW. STALLm BY MG, FLASH AND PATCH AS wgm 4. ALL HOOF DRAMS 70 MIE PLUIMI M 70 CROUID LEVEL, 7HEN P08MVELY DRAM 70 DAYLIGHT. L ALL PLLJMMMNO VENTS VW 70 ROOF, FACTORY 70 COOIb. LACATIONL DOMINICK R. PILLA ASSOC IATES,P.C. CONSULTING ENGINEERING 23 DEPEW AVENUE, NYACK, N.Y. 10960 T: 845.727.7793 F: 845.727.6377 www.drpilla.com 2013/08/26 2013/05/13 REVISED FACTORY SET FACTORY PRICING SET of �RICH,{,��� �R 074213 ' ope, l ci N HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4c.com FAX: 212.206.0944 STRUCTURAL NOTES DATE: 2013/11/20 SCALE: N/A COPYRIGHT ©RESOLUTION:4 ARCHITECTURE. ALL RIGHTS RESERVED. PERMIT SET -NOT FOR CONSTRUCTION - FIRST FLOOR FRAMING PLAN O FOUNDATION/GROUND FLOOR PLAN LINE LINE LEGEND: WALLS BY OTHERS 0 GRADE BEAM PER SCHEDULE [ _ ] WALL BELOW x n x 8" CMU WALL NEW STEEL BEAM a POST UP Q POST DOWN W MOMENT CONNECTION PER DETAILS e 1, 2 AND 3 ON SHEET S400 28 -TON PILE BELOW GB-## GRADE BEAM PER 5/S300 a SHEAR WALL TO W -BEAM CONNECTION PER SCHEDULE ON 9/S300 FRAMING NOTES Q SLAB ON GRADE PER 1/S300 R E S 4 THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 1. ALL D(Tom DMIENNm INE TO ED1 xm FACE OF 37W AND DO NOT 01CLUDE E7L7E]rOR SHEAD Mi0 BOARD OR EXTE MOR CLADDI& I ALL M>��LO�01lS 70 E 31,C TIM 7W PLYWOOD& MUS Ml0011 ROOF VENTS >LIIPPLEfl NY YM w, NSTAL ED BY QC.. FLAB AND PATCH AS 4. ALL NOW DRAW 70 MIE RLLMO 70 AROM LEVET, THE?! P097MLY DRAM 70 DAMJOHT. R ALL PU MlM VENT! VENT 70 ROOF, FACTORY 70 DOOM U=70a DOMINICK R. PILLA ASSOCIATES,P.C. CONSULTING ENGINEERING 23 DEPEW AVENUE, NYACK, N.Y. 10960 T: 845.727.7793 F: 845.727.6377 www.drpilla.com 2013/08/26 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET �I HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 1:212.675.9266 www.re4a.com FAX: 212.206.0944 =OUNDATION AND ROOF PLANS DATE: 2013/11/20 SCALE: 1/4"= l'-0" 5204 COPYRIGHT © RESOLUTION: 4 ARCHITECTURE. ALL RIGHTS RESERVED. PERMIT SET - NOT FOR CONSTRUCTION 4x4-W2.9xW2.9 CENTERED IN SLAB CHAIR TO INSURE PROPER POSITION IN SLAB —I — —r L—I —ITi—I I—ITI=1 i 1= POLYETHYLENE VAPOR BARRIER NON-ORGANIC COMPACTED SUBGRADE INTERIOR SLAB NON-ORGANIC J COMPACTED SUBGRADE EXTERIOR SLAB 4x4-W2.9xW2.9 CENTERED IN SLAB CHAIR TO INSURE PROPER POSITION IN SLAB s 6" OF CLEAN CRUSHED COMPACTED DRAINAGE STONE. NOTES: -PROVIDE CONTROL JOINTS PER DETAIL 2/S400 AT 16-0" O.C. MAX. COORDINATE JOINT LOCATIONS WITH ARCHITECT. -SEE ARCHITECTURAL DRAWINGS FOR SLOPING REQUIRMENTS AT EXTERIOR SLABS TYPICAL SLAB ON GRADE DETAIL if )i N if 1111 I I=1 I I=1 I I=1 I I=1 „III,;,IIF_ II ;III; -III—I i I—I 11= I- I -1 I I—III—III—I 11= 3" TYP STOP TOP REINFORCING - LAYER 3" BEFORE EITHER SIDE OF SC Y2" JOINT USE PREMOLDED JOINT FILLER ° 1�VLEi 11V1V 1 JOINT (IJ) SAWCUT K OF SLAB DEPTH * JOINTS TO BE FILLED WITH CONTROL JOINT SEALANT SAW -CUT JOINT (SC) MEADOW BURKE JOINT KEY OR EQUIVALENT 3" TYP CONSTRUCTION JOINT (CJ) NOTES * PROVIDE SEALANT WHERE REQUIRED BY ARCHITECT. SAWCUT AS SOON AS POSSIBLE AFTER CONCRETE HARDENS. SAW CUTTING MUST BE COMPLETE WITHIN 8 HRS AFTER CASTING. NON -LOAD BEARING WALL PER CONTRACTOR PROVIDE ADDITIONAL #4 HOOK x4'-6" TOP@24"O.C. WHERE SLAB ON GRADE TERMINATES AT CMU TYP. SLAB ON GRADE PER 1/S300 I I=1 I I=1 I I=1 I I—I Fl:III I IIIA I IIIA I IIID FULLY GROUTED 8" CMU WALL #4@48"O.C. VERTICAL BAR HOOKED INTO GRADE BEAM GRADE BEAMS PERSCHEDULE 00 GRADE BEAM SECTION GRADE BEAM SCHEDULE MARKSIZE "b x d" REINFORCING STIRRUPS REMARKS TOP BOTTOM MIDDLE SIZE SPACING EACH END GB -1 28x16 3#8 4#8 12 #3 6@6", R@12" 14 GB -2 28x16 3#8 3#8 #3 @12" EXTEND TOP AND BOTTOM BARS TO END OF GB -3 GB -3 28x16 2#8 2#8 #3 @6" GB -4 28x16 3#8 3#8 #3 @12" GB -5 28x16 2#8 2#8 #3 @12" GRADE BEAM SCHEDULE CONTROL JOINTS SLAB ON GRADE W.W.R. T AD ')A" 44A_131 nn LTnnv ^ 1 On Tnn 8" SLAB EDGE DETAIL OUTSIDE CORNER BARS SAME SIZE & No. AS HORIZONTAL REINFORCING 2 #4 CONT. m� LAP 24" s 2"x4" KEYWAY a TYPICAL HORIZONTAL REINFORCING - llo_-] CORNERS INTERSECTIONS 4 TYPICAL HORIZONTAL REINFORCING CONCRETE TIE BEAMS, WALLS, AND FOOTINGS #4@ 12" O.C. TOP SLAB ON GRADE PER 1/S300 =III=III=III=I Ioc ii—iii—iii—iii—i ' � �,, f • • — _ - •, #4@ 12" O.C. �=III=III= • BOTTOM BOTH = °° III III III III; DIRECTIONS A. #4@ 12" O.C. TOP . • . • ; GRADE BEAMS 4 PER PLAN GRADE BEAM SECTION BEAM SCHEDULE NOTES 1. TOP BARS LAP OVER INTERIOR PILES AND EXTEND TO FAR FACE OF PILE AND HOOK AT DISCONTINUOUS ENDS. WHERE NECESSARY, SPLICE TOP BARS AT MIDSPAN WITH A MINIMUM 48 BAR DIAMETER LAP SPLICE. 2. PLACE FIRST STIRRUP 2" FROM FACE OF SUPPORT. SPACE BALANCE OF TIES AS SCHEDULED. SPACES DESIGNATES NUMBER OF SPACES, NOT QUANTITY OF TIES. 3. FOR BARS SPECIFIED AS "CONTINUOUS", EXTEND BARS TO THE END OF THE BEAM FRAME AND HOOK, U.O.N. WHERE NECESSARY, SPLICE TOP BARS AT MIDSPAN AND BOTTOM BARS AT SUPPORTS, WITH A 48 BAR DIAMETER LAP. 4. EXTEND ALL HOOKED BARS TO FACE OF SUPPORT. WHERE NECESSARY, STAGGER ENDS OF HOOKS 2 INCHES. 5. ALIGN BARS IN ALL LAYERS VERTICALLY AND SEPARATE MULTIPLE LAYERS OF #7 BARS AND LARGER WITH #8 SPACER BARS AT 48" O.C. BUNDLE #5 AND #6 BARS VERTICALLY. TOP BARS PER SCHEDULE , TIES PER SCHEDULE 3" CL. TYP. BOTTOM BARS PERSCHEDULE DESIGNATED BY'SF' ON I PLAN REINF. BAR LAP SPLICING SCHEDULE (IN.) BAR SIZE TENSION SPLICE STANDARD HOOK 3 19 6 4 25 8 5 31 10 6 38 12 7 54 14 8 62 16 LAP SPLICES AND HOOKS SHOWN ARE IN INCHES. LAP SPLICE SCHEDULE 11%q" 4". 4" K, 10" 10" PL%=x11/4xI IY4 WITH (4)%40 HILTI HAS RODS WITH 63/g" EMBEDMENT AND HILTI RE 500 EPDXY. PROVIDE 1" MIN. NON -SHRINK GROUT BELOW BASEPLATE 2,4„ TOP BARS PER ISOLATION SLAB ON GRADE SCHEDULE JOINT PERI/S300 I I 311 I w U. I 1J '°j•'�; i� • •• .. A•. .�, .• . `� .,• Qat EXTEND THREADED E� J I • RODS 4Y4" PAST PILE (2)1" O x 1'-10" F1554 GRADE 36 THREADED ANCHOR RODS, 1 EACH `r DIRECTION a �,, 3 (3)#4 TIES @4"O.C. (4)#4 BARS HOOKED AT TOP AND BOTTOM 2'-4" FOUNDATION SECTION SCALE: 3/4" = V-0" 2'-0" TYP 12"0 28 -TON SOUTHERN PINE PILE STEPPED GRADE BEAM DETAIL SCALE: 3/4" = F-0" THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 1. ALL EXTOM DME?W= ARE TO EXIENOR FADE OF 27W AND DO NOT PKXUDE EKTMOR 3WA7HM 30;bM OR EXT..:; c U ADOMA 2. ALL SUNFLOORS 70 E 3/r 7= 7&0 PLYWOOD DECKNM & MUSHROOM ROOF VENTS SLED BY MANW. WTALLED BY MQ FLASH AND FAIM AS Rlmumm 4 ALL ROOF DRAM TO W PLU1dlED 70 OR01ED LEVEL. V*N PO3MVMY DRAIED 70 DAMJGHT. Q ALL P UIM10 M9M VENT 70 ROOF, FACTORY 7O 00010. LOOA710NS DOMINICK R. PILLA ASSOCIATES,P.C. CONSULTING ENGINEERING 23 DEPEW AVENUE, NYACK, N.Y. 10960 T: 845.727.7793 F: 845.727.6377 www.drpilla.com 2013/08/26 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET �I HESLIN RESIDENCE 60 PE N1 BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4a.com FAX: 212.206.0944 STRUCTURAL DETAILS DATE: 2013/11/20 SCALE: AS NOTED S300 COPYRIGHT ©RESOLUTION: 4 ARCHITECTURE. ALL RIGHTS RESERVED. PERMIT SET —NOT FOR CONSTRUCTION M PROVIDE y" STIFFENER PLATES WHERE INTERSECTING BEAM IS NOT PRESENT. STIFFENERS TO MATCH LOCATION OF BOLTED/WELDED PLATES. TYP. FOR PLATE ON TOP AND BOTTOM FLANGE OF BEAM 3 SIDES TYP. FOR PLATE ON TOP AND BOTTOM FLANGE OF BEAM I_ 2/S400 TWO-WAY MOMENT FRAME CONN PLAN VIEW SCALE: 1-1/2" = F-0" MARK BOLT 0 FA-] y8., ® Y2" © 1" 1" 0 Y2" z M Y2" ❑G * Y2" QH * 1/2" * PROVIDE DTT2Z-SDS2.5 TENSI TIES WITH %2"O BOLT AND 8-S] Y4"x2y" SCREWS INTO STUD HOLDDOWN AT END OF SHEAR WALLS BY OTHERS PER MODULAR ENGINEER'S DESIGN A -325N BOLT PER SCHEDULE 'IDE FULL Y4" STIFFENERS I SIDE OF WEB AT SHEAR L CONNECTION .. -L.:AM PER PLAN SHEAR WALL TO W -BEAM CONNECTION AT ENDS OF SHEAR WALLS SCALE: 1-1/2" = F-0" 11/2" 3" ly" PLy2 WITH (4)%"O A325N, TYP. Q PL%4x3%2x15 WITH PROVIDE %" STIFFENER PLATE (2)%"O A325N WHERE INTERSECTING BEAM < 1 0 IS NOT PRESENT. STIFFENERS '/4 TO MATCH LOCATION OF - —_ BOLTED/WELDED PLATES. — 91 1 LW-BEAMPER PLAN W -COLUMN PER PLAN I 2 BEAM TO COLUMN WEB MOMENT CONN SCALE: 1-1/2" = F-0" GRID LINE BOLI 1 - 4 %4" A -C A -325N BOLT PER SCHEDULE W -BEAM PER PLAN SILL PLATE TO W -BEAM CONN AT SHEAR WALLS SCALE: 1-1/2" = 1'-0" PLY2x15x6 WITH (10)Y/"0 A325N TOP AND BOTTOM FLANGE y4" I/ ,— W -COLUMN PER PLAN rJ I PLY4x3/4x6 WITH y4"3 SIDES (2)%"0 A325N, TYP. W -BEAM PER PLAN) PROVIDE Y2" STIFFENER PLATE WHERE INTERSECTING BEAM IS NOT PRESENT. STIFFENERS TYP. FOR PLATE ON TOP AND 1/4" TO MATCH LOCATION OF BOTTOM FLANGE OF BEAM Y4,-. BOLTED/VVELDED PLATES. LL BEAM TO COLUMN FLANGE MOMENT CONN SCALE: 1-1/2" = 1'-0" USE SIMILAR CONNECTION 4„ WHEN BEAM IS PRESENT ON BOTH SIDES OF GIRDER 21/2" C SUPPORTING GIRDER PER PLAN W -BEAM PER PLAN. COPE AS REQUIRED (2)L4x4xY4 x 0'-6" WITH (6)'/"O A325N W -BEAM TO GIRDER CONN SCALE: 1-1/2" = F-0" R E S 4 THE MODERN MODULAR BY RESOLUTION: 4 ARCHITECTURE 1. ALL EXTE79M OIIIE?IEC" ;- TG C=. --OR FACE OF 3TW AND DO NOT L KUM EXTE1rOR DEAMM HOMO OR EXTERM CLADDM 2. ALL WVLOORS TD E 3/4' THICK Teti PLYWOOD DECKNIM 3. mu"O011 IIOOF VDm SLpftED NY mmw. IINSTALLED NY &C, FT" AND PATCH As rAnxmm 4, ALL IIOW DRANK 70 E PLLMW 70 GIIO = LEVEL. IM POSI71ViLY DRAHM 7O DAYLIGHT. E ALL PLLJMIM400 VDITN VENT TO ROOF, FACTORY 70 COOIO. LrOCAT10NS. DOMINICK R. PILLA ASSOCIATES,P.C. CONSULTING ENGINEERING 23 DEPEW AVENUE, NYACK, N.Y. 10960 1: 845.727.7793 F: 845.727.6377 www.drpilla.com 2013/08/24 REVISED FACTORY SET 2013/05/13 FACTORY PRICING SET N HESLIN RESIDENCE 60 PECONIC BAY BLVD LAUREL, NY 11948 RESOLUTION: 4 ARCHITECTURE 150 WEST 28TH STREET, SUITE 1902, NEW YORK, NY 10001 TEL: 212.675.9266 www.re4a.com FAX: 212.206.0944 STEEL DETAILS DATE: 2013/11/20 SCALE: AS NOTED S400 COPYRIGHT m RESOLUTION: 4 ARCHITECTURE. ALL RIGHTS RESERVED. PERMIT SET - NOT ' FOR CONSTRUCTION Page Description Date Revision 1 Title Page 8/8/13 (800) 233-4233 2 Elevations 818/13 3 Foundation Plan 8/8/13 Wood Framed, 5B 4 First Floor Plan 818/13 60 Peconic bay Blvd 4.1 Roof Plan 8/8/13 Suffolk County 5 Schedules 8/8/13 2010 ECCCNYS 6 First Floor Power & Telephone Plan 8/8/13 2010 RCNYS 7 First Floor Reflected Ceiling Plan 818/13 2010 RCNYS 8 Cross Section "A" 818/13 20 PSF 9 Cross Section "B" 818/13 120 MPH (3 Sec Gust) 10 Structural Details 8/8/13 40 PSF Floor LL (sleeping areas) 30 PSF Floor Dead Load 10 PSF HVAC By Others HESLIN RESIDENCE MAN U I ACT U R F- D BY Induslries/ Inc. SIMPLEX DRIVE KEYSER VALLF-Y INDUSTRIAL PARK SCRAN-ION, PA 18504 GENERAL NOTES: 1. ITEMS NOTED WITH A SINGLE ASTERISK (*) SHALL BE PROVIDED / BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED DURING THE SET BY SET CREW AT THE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WITH A DOUBLE ASTERISK (**) SHALL BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 3. 11EMS NOTED WITH A TRIPLE ASTERISK (***) SHALL BE PROVIDED / AND INSTALLED BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 4. ITEMS NOTED WITH FOUR ASTERISK (****) SHALL BE PROVIDED AND INSTALLED BY THE SET CREW AT TI IF JOB SITE, PER LOCAL / CODES. 5. ELEVATIONS AS SHOWN HERL MAY VARY AND/OR BE TYPICAL OF CONSTRUCTION ONLY, IN ALL CASES REFER TO HOUSE ORDER AND FLOOR PLAN(S) FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LENGTH OF HOME. 6. IT IS THE BUILDER RFSPONSIBILITY TO ENSURE ALL WORK TO BC DONE ON—SITE BY THE BUILDER, AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Co pone CIA o19 '2.013-04,1 L 1-3 Manufacturer's No. Application No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturers facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. All site related work must be reviewed for approval by the local Code Enforcement Official. By Ronald E. Pie.ster Miriam McGiver Manufacturer Simplex Industries, Inc 1 Simplex Drive Scranton, PA 18504 (800) 233-4233 Systems Approval Number M 0186-02-080 Model Heslin Residence Construction Wood Framed, 5B Type Residential Site Address 60 Peconic bay Blvd Laurel, NY 11948 Suffolk County Energy Code 2010 ECCCNYS Building Code 2010 RCNYS Electrical Code 2010 RCNYS Plumbing Code 2010 RCNYS Mechanical Code 2010 RCNYS Ground Snow Load 20 PSF Wind Exposure C Wind Speed 120 MPH (3 Sec Gust) Seismic Design Category B (soil site class = D) Floor Live load 40 PSF Floor LL (sleeping areas) 30 PSF Floor Dead Load 10 PSF HVAC By Others Modular Engineer. Glenco 217 East Main Street Middleburg, PA 17842 Architect: Resoi,dion: 4 A.-chitecture 150 W. 28th Street Suite 1902 New York, NY 10001 212-675-9266 1- 0 CL 0 U i c 0 a� c 0 CU 0 LL 0 d a) IZ 3 m a� 0 L Q. 1 'L L Q ^ LL 8'-1 3/4" ASF T.O. WINDOW 2X2 CEDAR TRIM, TYP. STEEL STRUCTURE BY GC, - REF. STRUCTURAL, TYP. IPE STEP UP SY GC CONC. SLOPE TO ELEV: 15-8" MS2 EDGE OF CONC. SLAB ELEV: 16' KYNAR-PAINTED METAL COPING BY GC, TYP. ----------- - ioPOSTS BY GC ------- -- EXST. ADJ. GRADE ELEV: 15' OVERFLOW SCUPPER BY GC - REF. A5.00 KITCHEN EXH. EXTERNAL 12 ---- ---------------- - ELEV: 14' - CEDAR TRIM, TYP. x FROST FREE HOSE BIB BY GC 2X2 CEDAR C 3" O.C. SLAT SHOWER _ _ _ _ -_ _ _ - - EDGE OF CONC. SLAB SCREEN ON PT FRAMING -"- --- GC W/LUR REF. A5.00 ITE INTERIOR FACE BY ON 04 WEST ELEVATION EIXST.LEV;ADJ.GRADE 1/4" = 1'-0" �SATHRM. EXH. VENT KYNAR-PAINTED METAL COPING BY GC, TYP. BLOWER. BEST EB ot 11'-6" ASF CEDAR BRISE SOLEIL ASS CABLE SUPPORTS 3 _— _ TOP OF PARAPET MOUNTING BRACKETS BY GC FACTORY TO - ----- - - ---- -- - --- - -- - - --- ------ --- - ---- -- --- -- - -- --- — --- -- - PROVIDE BLOCKING AT SUPPORT POINTS — --_ -- — ------ - - -- - -- - - --- — — - ----- —- - -- --- ---- -- - - 10'0" ASF REF. A5.00 - - - -- - - — --- -- — - — =_ = _ _— — _ — — _-_ _- — _ —==-- — — — — — — — — FACE _ _ ROOF SUR GWB CEILING —-------; � - = - ---- � -- --- s - - -- -- -- - d' 1 3/4" ASF ----------- — - ---------------------------•------------------------ ------- -- ----- T.O.WINDOW -- - - - -- --- — -- ---- - -GWBSOFFIT , 2X2 CEDAR SCREEN s'D 3" O.C. ON PT POSTS BY GC STAIR & CEDAR AND S.S.- CABLE RAIL SYSTEM BY GC - REF. A5.00 X GENERAL NOTES: ELEV:-1.4-'- ---------- ------ . -- .... _----- ------ EXST. ADJ. GRADE C * 1ITEMS NOTED WIHI A SINGLE ASIFRISK (*) SHALL BE PROVIDED ren / BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED DURING THF SF1 BY SFI CREW Al IIIE JOB SIIE, PER LOCAL CODES. PREFABRICATED INSULATED SS FLUE BY GC 'k* 2. IDMS NOTED WITH A DOJBLE ASICRISK (**) SHALL BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED BY THE BUILDER Al IHE JOB SII-, PER LOCA CODES. CEDAR BRISE SOLEIL W/SS CABLE SUPPORTS d,_ _ _ _ _ _ _ _ _ - 11'-6" ASF MOUNTING BRACKETS BY GC - FACTORY TO TOP OF PARAPET 3. ITEMS NOTED WITH A TRIDLE ASTERISK (***) SHALL BE PROVIDED PROVIDE BLOCKING AT SUPPORT POINTS -10'-0" ASF \ / AND INSTALLED 3Y IHC BUILDER AI IIIE JCB SIIE, PER LOCAL CODES. REF. A5.00 - - - - - - - - - - - -- -- - "- "- - - - - - - ROOF SURFACE 4. II CMS NOI FD WIHI FO IR ASTERISK (****) SI IALL BE PROVIDED h 9,-0" ASF AND INSTALLED BY THE SET CREW AI THE JOB SITE, PER LOCAL - - - - - - - - - - - - - - - - - - - - - - - 'F GWB CEILING \ / CODES. 8'-1 3/4" ASF 5. ELEVATIONS AS SHOWN Hf RC MAY VARY AND/OR BE TYPICAL OF T.O. WINDOW ALIGN GWB SOFFIT CONSTRUCHON ONLY, IN ALL CASES REFER 10 HOUSE ORDER AND W/SOFFIT FLOOR PLAN(S) FCR ACIUAL CUANTIrY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LENGTH OF IIOVF. 2X2 CEDAR TRIM, TYP. w 0 6. 11 IS TI If BUILDER RI-SPONS131LIlY TO ENSURF ALL WORK 10 BE p DONT CN'-Sllf BY IHC BUILDCR, AND/ OR HIS AGENTS, IS TO Bf DONE I^I A WORKMAN LIKE MANNrR IN ACCORDANCE WITH ALL CEDAR AND S.S. CABLEq APPLICA31-F BUILDING CODFS AND REGJLAI IONS. RAIL SYSTEM BY GC - REF. A5.00 IPE DECK ON P.T. FRAMING N MEMBERS BY GC 0'-0" EL. 25-8" MODULE SUBFLOOR •00 - BOTTOM OF MODULE -- - _ _ _ _ _ _ _ __ STEEL STRUCTURE BY GC, 1 -8 - - --REF. STRUCTURAL, TYP. BOTTOM OF STEEL ---- - ----- -- EL. 16' --� CONC SLAB _ ---- -- -- -- ----- -- x FROST FREE HOSE BIB BY GC 2X2 CEDAR C 3" O.C. SLAT SHOWER _ _ _ _ -_ _ _ - - EDGE OF CONC. SLAB SCREEN ON PT FRAMING -"- --- GC W/LUR REF. A5.00 ITE INTERIOR FACE BY ON 04 WEST ELEVATION EIXST.LEV;ADJ.GRADE 1/4" = 1'-0" �SATHRM. EXH. VENT KYNAR-PAINTED METAL COPING BY GC, TYP. BLOWER. BEST EB ot 11'-6" ASF CEDAR BRISE SOLEIL ASS CABLE SUPPORTS 3 _— _ TOP OF PARAPET MOUNTING BRACKETS BY GC FACTORY TO - ----- - - ---- -- - --- - -- - - --- ------ --- - ---- -- --- -- - -- --- — --- -- - PROVIDE BLOCKING AT SUPPORT POINTS — --_ -- — ------ - - -- - -- - - --- — — - ----- —- - -- --- ---- -- - - 10'0" ASF REF. A5.00 - - - -- - - — --- -- — - — =_ = _ _— — _ — — _-_ _- — _ —==-- — — — — — — — — FACE _ _ ROOF SUR GWB CEILING —-------; � - = - ---- � -- --- s - - -- -- -- - d' 1 3/4" ASF ----------- — - ---------------------------•------------------------ ------- -- ----- T.O.WINDOW -- - - - -- --- — -- ---- - -GWBSOFFIT , 2X2 CEDAR SCREEN s'D 3" O.C. ON PT POSTS BY GC STAIR & CEDAR AND S.S.- CABLE RAIL SYSTEM BY GC - REF. A5.00 X EDGE OF CONC. SLAB ELEV:-1.4-'- ---------- ------ . -- .... _----- ------ EXST. ADJ. GRADE ELEV: 13' 2X2 CEDAR TRIM, TYP. p , - ---- ----- ----- — ----- , - ' --_ __-__-__ — -- __.-.__ -._-_• .._..._---_-_.. _ - .�_- - N 0 0' - - --- - - - - MODULESUBFLOOR --------------------- --- - ---- -------------- -- - - -- - -- - -- - ---- - - ----- -M OF MODULE MET BOTTOM - - - - ------- - - CLAD WALL BY GC BOTTOM OF STEEL _ -STEEL STRUCTURE BY GC, / -- --- \�__ _--v.=v= �- -�__ __ ---==s-----_�_= ---- ---- -- ---- ----- -- --- -- REF. STRUCTURAL, TYP. --- ----------- \ _- --- --_-_----__�- _--- - _ _ -STORAGE/WORSHOP --- - - -- / VOLUME BY GC ----- -- R - - 002 ---- - -- 003 -- c� EE HOSE BIB -O - - _ FROST FR _- - - z. BY GC EL. 16' ELEV: 16'...=_.•----- - - - - - -� - -- --- - -/ EDGE OF CONC. SLAB CONC. SLAB ------------ \ - - -- -- - -- /ELEV: 16' CONC. SLOPE TO ELEV: 15-8" --- \ - - ------ --- /EXST AD GRADE EV: EAST ELEVATION - -- \ -- - -- - --- - - ---- - / EL14' - - . _.. _ .. - - - - ELEV: IS' 3 — MODULE B MODULE A KYNAR-PAINTED METAL COPING BY GC, TYP. PREFABRICATED -------- INSULATED SS FLUE BY GC MODULE A! MODULE B KYNAR-PAINTED METAL COPING BY GC, TYP. I lh 1� I - --' ------ -- -- - - - -- --- ---- - - - - CEDAR BRISE SOLEIL W/SS - - ----- ----- - - ----- - - - - --CABLE SUPPORTS & - ------ --- ----- - --- -- - -- - -- MOUNTING BRACKETS 6Y GC - - - -- "- - _----- - - - - - - - - L6 — u ------------ _ --•- FACTORY TO PROVIDE ----------- __ -,- --------------- - -- --- _ � ==T.O. WINDOW;= T- --_ -_ _-------__ __ � - _---- - - - BLOCKING AT SUPPORT---- {{ POINTS - REF. A5.00 — -- I TE,G BEAD BOARD CEDAR -- -- ---- -- 1068 - ----- - l --- - - -- - -- - 1058 \ BY GC ON FRAMING BY I --- - --_- - + _ � ----------------- - i MANE. I -----. - r --- / ---- = - -- -- -- --- ----- - O \ I 101 D 101E I --- - � - - - - -- - ---------- i 101 B - -- — - ----- -- - --- - ----------- - - - / CEDAR AND S.S. CABLE -- - --- ' RAIL SYSTEM BY GC - REF. ---- - --- MS l A5.00 r ' -- - --- ---- - - ---------- IPE DECK ON P T FRAMING - ----- -- -- MEMBERS BY GC ----_ I IPE STAIR BY GC STEEL STRUCTURE BY GC, REF. STRUCTURAL, TYP. STEEL STRUCTURE BY GC, REF. STRUCTURAL, TYP. 2X2 CEDAR (q 3" O.C. SLAT - __________ SHOWER SCREEN ON PT FRAMING WAUMASITE ON INTERIOR FACE BY GC - REF. - - EDGE OF CONC. SLAB ELEV: 16' 02 NORTH ELEVATION 1/4" = V-0" • onanmBII�onsommong • m monal 11 1��;111111l�u;I lis • I�� �II�I� _ iB�l- 1=ilia I on� --- --» - - - - - - - - - - - - - - - - - - 11 -4 -ASF Q TOP OF PARAPET 10�----•--------------------- ----- -- --/ ROOF SURFACE - - - - - - - - 9'-0" ASF GWR CEILING 8'-1 3/4" ASF GWB SOFFIT CEDAR TRIM, TYP. 0 O 0'-0" EL. 25-8" - MODULE SUSFLOOR --_-_-_-_-_-_-_-_-_-.-_—_ p -_ V_0" BOTTOM OF MODULE BOTTOM OF STEEL -2X2 CEDAR SCREEN C 3" O.C. ON PT POSTS BY GC -IPE STAIR BY GC o EDGE OF CONC. SLAB ELEV: 14' SOUTH ELEVATION 1/4" = Y-0" -9'-8" EL. 16' CONC. SLAB DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or C __1 mponent 1 D- 1 .- � 2 e 13 �, o f 2 t Manufacturer's No. Application No. NOTICE: ThiDate of Approval s approval is applicable only to those components of the fact buildings that are fabricated and assembled in the factory manufacturer's f�manufactured facility This approval shall not relieve the manufacturer from responsibility for deviations, e omission from the approved documents. rrors, or M site related work must be reviewed for approval by the local Code Enforcement Official. Ronald E. Piester Miriam McGiver ELEVATIONS Ii O U LL 0 IL Q) U O 0 0) C O _O (1J N LL 4) U .0 �3 m a) U O L Q Ll_. ren p , - ---- ----- ----- — ----- , - ' --_ __-__-__ — -- __.-.__ -._-_• .._..._---_-_.. _ - .�_- - N 0 0' - - --- - - - - MODULESUBFLOOR --------------------- --- - ---- -------------- -- - - -- - -- - -- - ---- - - ----- -M OF MODULE MET BOTTOM - - - - ------- - - CLAD WALL BY GC BOTTOM OF STEEL _ -STEEL STRUCTURE BY GC, / -- --- \�__ _--v.=v= �- -�__ __ ---==s-----_�_= ---- ---- -- ---- ----- -- --- -- REF. STRUCTURAL, TYP. --- ----------- \ _- --- --_-_----__�- _--- - _ _ -STORAGE/WORSHOP --- - - -- / VOLUME BY GC ----- -- R - - 002 ---- - -- 003 -- c� EE HOSE BIB -O - - _ FROST FR _- - - z. BY GC EL. 16' ELEV: 16'...=_.•----- - - - - - -� - -- --- - -/ EDGE OF CONC. SLAB CONC. SLAB ------------ \ - - -- -- - -- /ELEV: 16' CONC. SLOPE TO ELEV: 15-8" --- \ - - ------ --- /EXST AD GRADE EV: EAST ELEVATION - -- \ -- - -- - --- - - ---- - / EL14' - - . _.. _ .. - - - - ELEV: IS' 3 — MODULE B MODULE A KYNAR-PAINTED METAL COPING BY GC, TYP. PREFABRICATED -------- INSULATED SS FLUE BY GC MODULE A! MODULE B KYNAR-PAINTED METAL COPING BY GC, TYP. I lh 1� I - --' ------ -- -- - - - -- --- ---- - - - - CEDAR BRISE SOLEIL W/SS - - ----- ----- - - ----- - - - - --CABLE SUPPORTS & - ------ --- ----- - --- -- - -- - -- MOUNTING BRACKETS 6Y GC - - - -- "- - _----- - - - - - - - - L6 — u ------------ _ --•- FACTORY TO PROVIDE ----------- __ -,- --------------- - -- --- _ � ==T.O. WINDOW;= T- --_ -_ _-------__ __ � - _---- - - - BLOCKING AT SUPPORT---- {{ POINTS - REF. A5.00 — -- I TE,G BEAD BOARD CEDAR -- -- ---- -- 1068 - ----- - l --- - - -- - -- - 1058 \ BY GC ON FRAMING BY I --- - --_- - + _ � ----------------- - i MANE. I -----. - r --- / ---- = - -- -- -- --- ----- - O \ I 101 D 101E I --- - � - - - - -- - ---------- i 101 B - -- — - ----- -- - --- - ----------- - - - / CEDAR AND S.S. CABLE -- - --- ' RAIL SYSTEM BY GC - REF. ---- - --- MS l A5.00 r ' -- - --- ---- - - ---------- IPE DECK ON P T FRAMING - ----- -- -- MEMBERS BY GC ----_ I IPE STAIR BY GC STEEL STRUCTURE BY GC, REF. STRUCTURAL, TYP. STEEL STRUCTURE BY GC, REF. STRUCTURAL, TYP. 2X2 CEDAR (q 3" O.C. SLAT - __________ SHOWER SCREEN ON PT FRAMING WAUMASITE ON INTERIOR FACE BY GC - REF. - - EDGE OF CONC. SLAB ELEV: 16' 02 NORTH ELEVATION 1/4" = V-0" • onanmBII�onsommong • m monal 11 1��;111111l�u;I lis • I�� �II�I� _ iB�l- 1=ilia I on� --- --» - - - - - - - - - - - - - - - - - - 11 -4 -ASF Q TOP OF PARAPET 10�----•--------------------- ----- -- --/ ROOF SURFACE - - - - - - - - 9'-0" ASF GWR CEILING 8'-1 3/4" ASF GWB SOFFIT CEDAR TRIM, TYP. 0 O 0'-0" EL. 25-8" - MODULE SUSFLOOR --_-_-_-_-_-_-_-_-_-.-_—_ p -_ V_0" BOTTOM OF MODULE BOTTOM OF STEEL -2X2 CEDAR SCREEN C 3" O.C. ON PT POSTS BY GC -IPE STAIR BY GC o EDGE OF CONC. SLAB ELEV: 14' SOUTH ELEVATION 1/4" = Y-0" -9'-8" EL. 16' CONC. SLAB DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or C __1 mponent 1 D- 1 .- � 2 e 13 �, o f 2 t Manufacturer's No. Application No. NOTICE: ThiDate of Approval s approval is applicable only to those components of the fact buildings that are fabricated and assembled in the factory manufacturer's f�manufactured facility This approval shall not relieve the manufacturer from responsibility for deviations, e omission from the approved documents. rrors, or M site related work must be reviewed for approval by the local Code Enforcement Official. Ronald E. Piester Miriam McGiver ELEVATIONS Ii O U LL 0 IL Q) U O 0 0) C O _O (1J N LL 4) U .0 �3 m a) U O L Q Ll_. EDGE OF CONC. I I I I 60'-2" (MODULES "A" "D" ABOVE) I, 12'-0" 19'-0" I I I I I I I I I I I I I I I I I I I I I I i LINE "A" I I I I I 12'-4 1/2" 16'-9 1/2" I I I I STEEL COLUMNS DESIGNED BY OTHERS I I I I LL J-1 STEEL SUPPORT BEAM DESIGNED BY OTHq. I I i BEAM SHALL PROVIDE 2" (MIN) BEARING FqR i FLOOR TRUSSES ABOVE (SEE CROSS SECTIONS). i STEEL COLUMNS DESIGNED BY OTHERS i LINE "A" i STEEL SUPPORT BEAM DESIGNED BY OTHERS. I I i BEAM SHALL PROVIDE 2" (MIN) BEARING FOR i I I i FLOOR TRUSSES ABOVE (SEE CROSS SECTIONS). i I I I I I I I W I o I I I I o I w I I I I STEEL COLUMNS DESIGNED BY OTHERS I I I I I I I I I I I I STEEL SUPPORT BEAM DESIGNED BY OTHERS. BEAM SHALL PROVIDE 2" (MIN) BEARING FbR I I I I I FLOOR TRUSSES ABOVE (SEE CROSS SEOTIONS). i I I I I I I I I I I I I I I I I I m I I I I I I N I I I I I I N I I I I I I I I I I I I I STEEL COLUMNS DESIGNED BY OTHERS I I I I I I I i STEEL SUPPORT BEAM DESIGNED BY OTHERS. i LINE BEAM SHALL PROVIDE 2" (MIN) BEARING FOR I I I FLOOR TRUSSES ABOVE (SEE CROSS SECTIONS). I I I I I I I I I I I I Steel beams and support system design by others. Interconnection design of site provided double sill plate by others. FROST FREE HOSE BIB BY GC ---- -- -- - - - -- - W/SF-IU T --OFF do DRA':NS 02 ALIGN W/WINDU4V OUTDOOR SHOWER BY GC -1 ABOVE• W/SHUT-OFF cit DRAINS 1 ----------- ----- ^,<-"- :-$--'�-- -> - I ----------------------- - ---------------------- ----- ::. 002 BATH 003 STORAGE U a I f fl2fl2 I I I I I ; '. •..•' 1 0.2 . ;' 0.3 I 1 I ' 2X2CEDARQC.-- .I ' WALL-EIUNG �.�. JUST SINK BATHJSTORAG[: I ; SLAT SHOWER SCREE.N ONI W/BACKSPLASH, WALL MOUNT VOLUME BY GC ' ------ - ---. - 2X PT FRAMING W/=-1/"_:. 1 FAUCET do MIRROR ABOVE. BY ------ - ------ - - .... � GC I I THK. MOST SOS , .w -- 'I 4 112" POLISHED & SEALED --� ----- --- -- -- ----- -LUMASITE- BY.GC - -- - I / CONCRE:TE SLAB W W.W.M. _ _... ...............__ -.----.--.-I REINFORCING ON MIN. 1" THK. RIGID INSULATION OVER STEGO ' WRAP 15MIL. VAPOR BARRIER ' AND 6 COMPACTED GRAVEL 1 2X8 PT DECK FRAMING ABOVE i DED W/4" PERFORATED PIPE > 1 1 Fk�A1�JAGE 5YS:.M 1'0 `_j v ' [DAYLIGHT, TYP. `.1 --- ------ - -I I � 1 -------- ALL STEEL COLUMNS CONC. STEPS BY GO I i do FOUNDATION BY i - 1 GC - REF. I - ' ---- _STRUCTURAL --•--- I .a-..-- ------------------------------ _ �•-'-'-'-•-'-'- -•- —'- —'- —•- —'- --- - _______________________________________ __________-__ I1 1 I ' I I I I OQ :-- ---2--X--8--- - --- ------- T RMPGECK ANG ABOVE � ELEV: 1 14' 1 UP 3R II 2X2 CEDAR @ 3" O.C. ; SLAT :WALL- .BY_.GC .: ----- - - � 1 ELEV: 15'-10 1/2" I ; IPE BENCH BY GC ----- ---- '--------------------------------------------------- - 7. • ACI I Ri ER I � I I 15' I I A FOUNDATION PLAN (BY OTHERS) 3 SCALE: 1/4" = V- 0" 12' 12' - 4 1/2" " EACH RISER 16'-9 1/2' -- ----- ---- --- -- - -- ------ --- -- - - -----r0-----:r------ - -- -- --- ------ --, 1 1 I I - - - - , I 1 1 1 -7. ACI I R! 'ER '-- '- 4 1/2" POLISI Tt E) & SEALED CONCRETE SLAB W/W.W.M, i *'--.2X8::PT DECK: FRAMINI: j, :-.n ; ; -2Xir3 PT DE K O) AWG -►+i ; RIGID INSULATION OVER STEGU = L>d D +6" WOOD ;:AB0V'E ; ; ABOVE::; WRAP 15MIL. VAPOR BARRIER IF' STS RS : G : win n ";IEACf.A RISER 1 I 1 GED W/4" PERFOR,ATE:D PIPE. ' DRAINAGE SYS-rEF,' TO 1 , 1 --------------------------------------- ---------------- DAYLIGHT, TYP. ' !-2X WAL.L. CLAD IN i EL•` -.V: i i CORRUGATED METAL BY GC i I , 16' 1 , I ' I I 1 1 I I I I II I I 1 I I 1 I I 1 } 1 �I- I J la ' I 1 I I 1 I I 1 I I 1 I I I 1 1 I I I I . , , 1 1 I '7 ! ^ I 0. 1 r ----S OR ��� VOLUME BY -------------------------------- --------------------------------------------------------- ' I I I I -•---'-•---•---- --'---'---•-•-•--r •---•-•---•-•---•-•-•---•----•r--'IT---.-..---'-•-------•--•--'-•--•---._-•.---•-•-•--.-.`-•- -Jjr�'{I-----•- 1 1 1 I I 1 1 EP I I 1 I I I 1 I I I MECHANICAL ; I I EQUIR.IN T 001 STORAGE I INSULATEO I 1 1 I WALL;C/ VITY ' 1 , I I i I i i i i i t 1•-1----- - _ ------ I 1 , AHU 1 , l i I I 1 1 --------------------------------------------------------- I ----'----------?------------- --------------------- -------------------------------------- .......... GI1 FROST FREE HOSE BIB BY G.C.— 1-6" EACH RISER W/SHUT-OFF & DRAINS 21'-4" 7'-0 1/2" 15' 9 1/2" B GROUND LEVEL PLAN (BY OTHERS) 3 SCALE: 1/4" = 1'- 0" EDGE OF CONIC. SLAB TFORM c> 0 Q 0 U Q wW Y 9L M w O N Foundation Loads Required connections to be provided and designed by others for the attachment of the sill plate to the steel beams: Line 1 - 287 PLF Shear Line 2 - 287 PLF Shear & 146 PLF Uplift Line 3 - 287 PLF Shear Line 4 - 287 PLF Shear Line A - 166 PLF Shear & 317 PLF Uplift Line B - 166 PLF Shear & 317 PLF Uplift -- CL OF M_ ODULES _ ABOVE DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Component/ Manufacturer's No. Application No. Date ofApprOval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturer's facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, Or omission from the approved documents. All site related work must be reviewed for approval by the local Code Enforcement Official. Ronald E. Piester By Miriam McGiver Gf NFR/1L NOII-S: C * / 1. I I EMS NO I ED WITH A SINGLE ASTFRISK (*) SHALL BE PROVIDED BY SIMPLFX, SHIPPED LOOSE, AND INSIALLED DURING IIIE SET BY SFI CRE -W Al TIIF JOB SIIF, PFR LOCAL CODFS. 2. IIFMS NOIED WIDE A DOUBLE ASIFRISK (**) SHALL BE PROVIDED BY SIMPLFX, SHIPPFD LOOSF, AND INSIALLED BY HE BUILDER AT THF JOB Slfr, PER LOCAL CODES. C>k�k>kl 3. ITEMS NOTED Willi A IRIPLE ASIFRISK (***) SHALL BF PROVIDFD li AND INSTALLED BY 1111 BUILDI R AI 1H[1 JOB SIFE, PI R LOCAL CODLS. 4. I1EMS NOTED W1111 FOUR ASIFRISK (****) SHALL BE PROVIDED * * * * AND INSTALLED BY 1111- SET CRLW Al TI IF JOB SI I E, PER LOCAL CODES. 5. ELLVAIIONS AS SHOWN HIRE MAY VARY AND/OR 131 TYPICAL OT CONSTRUCTICN ONLY, IN ALL CASES REFER 10 IIOUSF ORDER AND FLOOR PLAN(S) FOR ACTUAL OUANIIIY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACIUAL WIDTH AND LENGTH Of HOME. 6. IT IS THE BUILDER RESPONSIBILITY 10 ENSURE ALL WORK TO BE DONE ON SI -I BY 1110 BUILDER, AND/ OR HIS AGI NIS, IS 10 BI DONE IN A WORKMAN LIKE MANNFR IN ACCORDANCE WISH ALL APPLICABLE BUILDING CODES AND REGULATIONS. FOUNDATION PLAN 1 1 I I , I 1 1 1 '-- '- 4 1/2" POLISI Tt E) & SEALED CONCRETE SLAB W/W.W.M, i REINFORCING ON MIN. 1" THK. i RIGID INSULATION OVER STEGU WRAP 15MIL. VAPOR BARRIER AND 6" COM; ACTED GRAVEL n ";IEACf.A RISER 1 GED W/4" PERFOR,ATE:D PIPE. ' DRAINAGE SYS-rEF,' TO DAYLIGHT, TYP. ' I I 1 1 I I I I II I I 1 I I 1 I I 1 } 1 �I- I J la ' I 1 I I 1 I I 1 I I 1 I I I 1 1 I I I I . , , 1 1 I '7 ! ^ I 0. 1 r ----S OR ��� VOLUME BY -------------------------------- --------------------------------------------------------- ' I I I I -•---'-•---•---- --'---'---•-•-•--r •---•-•---•-•---•-•-•---•----•r--'IT---.-..---'-•-------•--•--'-•--•---._-•.---•-•-•--.-.`-•- -Jjr�'{I-----•- 1 1 1 I I 1 1 EP I I 1 I I I 1 I I I MECHANICAL ; I I EQUIR.IN T 001 STORAGE I INSULATEO I 1 1 I WALL;C/ VITY ' 1 , I I i I i i i i i t 1•-1----- - _ ------ I 1 , AHU 1 , l i I I 1 1 --------------------------------------------------------- I ----'----------?------------- --------------------- -------------------------------------- .......... GI1 FROST FREE HOSE BIB BY G.C.— 1-6" EACH RISER W/SHUT-OFF & DRAINS 21'-4" 7'-0 1/2" 15' 9 1/2" B GROUND LEVEL PLAN (BY OTHERS) 3 SCALE: 1/4" = 1'- 0" EDGE OF CONIC. SLAB TFORM c> 0 Q 0 U Q wW Y 9L M w O N Foundation Loads Required connections to be provided and designed by others for the attachment of the sill plate to the steel beams: Line 1 - 287 PLF Shear Line 2 - 287 PLF Shear & 146 PLF Uplift Line 3 - 287 PLF Shear Line 4 - 287 PLF Shear Line A - 166 PLF Shear & 317 PLF Uplift Line B - 166 PLF Shear & 317 PLF Uplift -- CL OF M_ ODULES _ ABOVE DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Component/ Manufacturer's No. Application No. Date ofApprOval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturer's facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, Or omission from the approved documents. All site related work must be reviewed for approval by the local Code Enforcement Official. Ronald E. Piester By Miriam McGiver Gf NFR/1L NOII-S: C * / 1. I I EMS NO I ED WITH A SINGLE ASTFRISK (*) SHALL BE PROVIDED BY SIMPLFX, SHIPPED LOOSE, AND INSIALLED DURING IIIE SET BY SFI CRE -W Al TIIF JOB SIIF, PFR LOCAL CODFS. 2. IIFMS NOIED WIDE A DOUBLE ASIFRISK (**) SHALL BE PROVIDED BY SIMPLFX, SHIPPFD LOOSF, AND INSIALLED BY HE BUILDER AT THF JOB Slfr, PER LOCAL CODES. C>k�k>kl 3. ITEMS NOTED Willi A IRIPLE ASIFRISK (***) SHALL BF PROVIDFD li AND INSTALLED BY 1111 BUILDI R AI 1H[1 JOB SIFE, PI R LOCAL CODLS. 4. I1EMS NOTED W1111 FOUR ASIFRISK (****) SHALL BE PROVIDED * * * * AND INSTALLED BY 1111- SET CRLW Al TI IF JOB SI I E, PER LOCAL CODES. 5. ELLVAIIONS AS SHOWN HIRE MAY VARY AND/OR 131 TYPICAL OT CONSTRUCTICN ONLY, IN ALL CASES REFER 10 IIOUSF ORDER AND FLOOR PLAN(S) FOR ACTUAL OUANIIIY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACIUAL WIDTH AND LENGTH Of HOME. 6. IT IS THE BUILDER RESPONSIBILITY 10 ENSURE ALL WORK TO BE DONE ON SI -I BY 1110 BUILDER, AND/ OR HIS AGI NIS, IS 10 BI DONE IN A WORKMAN LIKE MANNFR IN ACCORDANCE WISH ALL APPLICABLE BUILDING CODES AND REGULATIONS. FOUNDATION PLAN -CEDAR AND S.S. CABLE Natural Light & Vent Schedule 1Q1D RAIL SYSTEM 8Y GC Room Area Req'd Light Req'd Vent Prov'd Light Prov'd Vent o+ 152 12.2 2 I IA 71.5 101E IRE DECK & PT FRAMING 150 12.0 6.0 AS REC•1'D BY GC 9 Br #106 109 N O N i 02 W J 0 UP 3R __ V - PROPANE{8Q GAS LINE TO GRILL BY GC 19'- 0" 2 04 60'-2" 2X CEDAR RAIL BY GC -� 1018 `� ------------------------------------- - - - - =------------------ - - - - -- --- 2x8 WALL IPE DECKING BY GC F1011 LIVING ROOF DRAIN -- - ON 2X8 RT FRAMING LEADER i AS REO'D BY MANF. p `I t\ 17'-10 1/4" IOTA fi 03 7 3/4- 29' 2" 7'-6 1/2" IL 04 IPST IRS e Y G 05 6 1/2" I 11'-10" F10-41 BEDROOM -2'-1 N - I 104 105 I O3'-0 7/8" 11'-8 1/2" 3'-0 7/6" � 6' / 3/4" I I ftg_5J BEDROOM 107 1 0 6 I II DF2Y rn II � • f t •� II -_ 106 BEDROOM 103 i 108 BATH/LAUNDRY 107 BATH fi 3 1/2" 102 KITCHEN II 8 '• II wnsl I •"' ' '•• M ; ;103 DINING 106 R[.F....^ DW N SHUT-OFF FOR O TDOOR BA • 02 03 ? 03 .. . 03 ........i BATH, 08 07 OVERFLOW SCUPPER SHOWER 8Y GC ABOVE 30' -6" Jed 4' -7" 5' 5" 5' - - 13'-6 3/4" - - -- I ----- 5'-7* -7* - -4 6" -- - - �- - - 4 6 - - - - 10'-4 3/4' - - -- -- --- - - - - -5 9-1/2-- - --X -- -- - - -- -- 11, -7„ -- - ,Y X ie 03 X m m 2 ¢ '� A FIRST FLOOR PLAN 4 SCALE: 1/4" = 1'- 0" B STRUCTURAL PLAN 4 SCALE: 1/4" = 1'- 0" 29'-2" (SEE DETAIL 1, PAGE 8 FOR CANTILEVER TRUSS CONNECTION DETAILS) 8'-4 1/2" 3'-9" M I 0 I 0 0 I in m J 0 M I N Structural Notes Wall Line 3 & 4 Requirements: Double Roof Joist over wall. Use either (2) 1.5'x11.875" or a double roof truss w/ sheathing on both sides. (2) 2x12 SPF H2 floor joist under wall. Fasten double roof member to top plate above shearwall w/ LTP4 @ 6" o.c. Fasten bottom plate to double floor joist wl 2 rows of 0.131'x3" nails at 6" o.c. per row staggered. Fasten double floor joist to sill plate w/ 0.131"x3" nails toed @0 3" o.c A = HDU5 on (2) 2x6 SPF #2. 5/8" threaded rod to steel beam. Connection to beam by others. Alternate connection with minimum uplift capacity of 3549# may be used. a B = DTT2Z-SDS2.5 on (2) 2x6 SPF $2. 1/2" threaded rod to steel beam. Connection to beam by others. Alternate connection with minimum uplift capacity of 901# may be used. N Z C = HDU11 on (4) 2x6 SPF #2. 1.0" threaded rod to steel beam. Connection to beam J by others. Alternate connection with minimum uplift capacity of 6548# may be used. D = HDU11 on (4) 2x6 SYP #02. 1.0" threaded rod to steel beam. Connection to beam by others. Alternate connection with minimum uplift capacity of 8084# may be used E = Strap header to jack stud w/ (2) LSTA18. D172Z-SDS2.5 on (2) 2x6 SPF 42. 1/2" threaded rod to steel beam. Connection to beam by others. Alternate connection with minimum uplift capacity of 20004 may be used. F = (2) 2x6 SPF #2 column. Strap beam to column w/ (2) LSTA18. DTT2Z-SDS2.5 on (2) 2x6 SPF #t2. 1/2" threaded rod to steel beam. Connection to beam by others. Alternate connection with minimum uplift capacity of 1800# may be used. G = (4) 2x3 SPF #2 column. Strap beam to column & column to floor w/ (2) LSTA18. Provide connection on-site from floor to steel beam with minimum uplift capacity of 1800#. H= (3) 2x3 SPF #2 column. Strap beam to column & column to floor w/ (1) LSTA18. Provide connection on-site from floor to steel beam with minimum uplift capacity of 1000#. U DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Comp nent Manufacturer's No. Application No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturees facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. NI site related work must be reviewed for approval by the local Code Enforcement Official. By Ronald E. Piester Miriam McGiver GENERAL NOIES: 1. ITEMS NOTED WI1H A SINGLE ASTERISK (*) SHALL BE PROVIDED BY SIMPLFX, SHIPPED LOOSE, AND INSTALLED DURING THE SET BY SFT CREW Al THE JOB SITE, PER LOCAL CODFS. C'k'kl 2. ITEMS NOTED WITH A DOUBLE ASIFRISK (**) SHALL BE PROVIDED BY SIMPLIX, SHIPPED LOOSE, AND INSTALLED BY THF BUILDER AT THE JOB SITE, PER LOCAL CODES. 3. ITEMS NOTED WITH A TRIPLE ASITRISK (***) SHALL BE PROVIDED AND INSTALLED BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 4. C ITEMS NOTED WIIII IOUR ASTERISK (****) SIIALL BE PROVIDED AND INSTALLED BY THE SET CREW AT THE JOB SI IF, PER LOCAL CODES. 5. ELEWHONS AS SHOWN HERE MAY VARY AND/OR BE TYPICAL OF CONSIRUCHON ONLY, IN ALL CASES REFER 10 HOUSE ORDER AND FLOOR PLAN(S) [OR ACTUAL DUAN 11IY AND LOCA] ION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LENGTH OF HOME. 6. IT IS THE BUILDER RESPONSIBILITY TO ENSURE ALL WORK TO BE DONE ON SITE BY IIIE BUILDER, AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN LIKI MANNI R IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. FIRST FLOOR PLAN Natural Light & Vent Schedule Room Name Room Area Req'd Light Req'd Vent Prov'd Light Prov'd Vent Br #104 152 12.2 6.1 71.5 34.8 Br #105 150 12.0 6.0 29.3 9 Br #106 109 8.7 4.4 18.7 8.5 Living 1273 21.8 110.9 9.9 105.5 Kitchen /Dining 343 27.4 13.7 hl7.4 8 6. 4 Wall Line 3 & 4 Requirements: Double Roof Joist over wall. Use either (2) 1.5'x11.875" or a double roof truss w/ sheathing on both sides. (2) 2x12 SPF H2 floor joist under wall. Fasten double roof member to top plate above shearwall w/ LTP4 @ 6" o.c. Fasten bottom plate to double floor joist wl 2 rows of 0.131'x3" nails at 6" o.c. per row staggered. Fasten double floor joist to sill plate w/ 0.131"x3" nails toed @0 3" o.c A = HDU5 on (2) 2x6 SPF #2. 5/8" threaded rod to steel beam. Connection to beam by others. Alternate connection with minimum uplift capacity of 3549# may be used. a B = DTT2Z-SDS2.5 on (2) 2x6 SPF $2. 1/2" threaded rod to steel beam. Connection to beam by others. Alternate connection with minimum uplift capacity of 901# may be used. N Z C = HDU11 on (4) 2x6 SPF #2. 1.0" threaded rod to steel beam. Connection to beam J by others. Alternate connection with minimum uplift capacity of 6548# may be used. D = HDU11 on (4) 2x6 SYP #02. 1.0" threaded rod to steel beam. Connection to beam by others. Alternate connection with minimum uplift capacity of 8084# may be used E = Strap header to jack stud w/ (2) LSTA18. D172Z-SDS2.5 on (2) 2x6 SPF 42. 1/2" threaded rod to steel beam. Connection to beam by others. Alternate connection with minimum uplift capacity of 20004 may be used. F = (2) 2x6 SPF #2 column. Strap beam to column w/ (2) LSTA18. DTT2Z-SDS2.5 on (2) 2x6 SPF #t2. 1/2" threaded rod to steel beam. Connection to beam by others. Alternate connection with minimum uplift capacity of 1800# may be used. G = (4) 2x3 SPF #2 column. Strap beam to column & column to floor w/ (2) LSTA18. Provide connection on-site from floor to steel beam with minimum uplift capacity of 1800#. H= (3) 2x3 SPF #2 column. Strap beam to column & column to floor w/ (1) LSTA18. Provide connection on-site from floor to steel beam with minimum uplift capacity of 1000#. U DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Comp nent Manufacturer's No. Application No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturees facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. NI site related work must be reviewed for approval by the local Code Enforcement Official. By Ronald E. Piester Miriam McGiver GENERAL NOIES: 1. ITEMS NOTED WI1H A SINGLE ASTERISK (*) SHALL BE PROVIDED BY SIMPLFX, SHIPPED LOOSE, AND INSTALLED DURING THE SET BY SFT CREW Al THE JOB SITE, PER LOCAL CODFS. C'k'kl 2. ITEMS NOTED WITH A DOUBLE ASIFRISK (**) SHALL BE PROVIDED BY SIMPLIX, SHIPPED LOOSE, AND INSTALLED BY THF BUILDER AT THE JOB SITE, PER LOCAL CODES. 3. ITEMS NOTED WITH A TRIPLE ASITRISK (***) SHALL BE PROVIDED AND INSTALLED BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 4. C ITEMS NOTED WIIII IOUR ASTERISK (****) SIIALL BE PROVIDED AND INSTALLED BY THE SET CREW AT THE JOB SI IF, PER LOCAL CODES. 5. ELEWHONS AS SHOWN HERE MAY VARY AND/OR BE TYPICAL OF CONSIRUCHON ONLY, IN ALL CASES REFER 10 HOUSE ORDER AND FLOOR PLAN(S) [OR ACTUAL DUAN 11IY AND LOCA] ION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LENGTH OF HOME. 6. IT IS THE BUILDER RESPONSIBILITY TO ENSURE ALL WORK TO BE DONE ON SITE BY IIIE BUILDER, AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN LIKI MANNI R IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. FIRST FLOOR PLAN 60'-2" - - - --- - ----- - ----- -- - --- - (- CEDAR BRISF I I I I SOLFIL BY GC I I I i I OVERFLOW SCUPPER BY GC, TYP., RFF. A5.00 A ROOF PLAN 4.1 SCALE: 1/4" = 1'- 0" 3" ROOF DRAIN ,L) EPDM ROOFING TAPERED FOAM INSULATION (2" MIN) ROOF SHEATHING ROOF TRUSS 3", 90 DEGREE STREET ELBOW 5/8" GYPSUM B ROOF DRAIN DETAIL 4.1 SCALE: 1 1/2" = V- 0" I I I I DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Comp nent MO I A 6 2- 01 1 ' -C�P_ ( ! L Manufacturers No. Application No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturer's facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. All site related work must be reviewed for approval by the local Code Enforcement Official. y-Ronr---- By- Ronald ald E. Piester Miriam McGiver GFNFRAF NO -IFS: I I I I I ,� ----- --- - - - ---- --- - -- - - - - - - - - --- -- i ---- -- -- - — 1. ITEMS NOTED WITH A SINGLT ASII RISK (*) SHALL BE PROVIDI D BY SIMPLEX, SIIIPPED LOOSE, AND INSTALLED DURING THE SCT BY SET CREW AT [HE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WIIII A DOUBLE ASTFRISK (**) SHALL BC PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED BY THE BUILDFR AT THE JOB SIIF, PER LOCAL CODES. 3. ITEMS NOTED WIIII A TRIPLE ASTFRISK (***) SHALL BE PROVIDED AND INSTALLED BY THE BUILDFR AT 111E JOB SITE, PER LOCAL CODFS. 4. ITEMS NOIED WIIII FOUR ASTERISK (****) SITALL BE PROVIDED AND INSTALLED BY THE SET CRFW AT THF JOB SITE, PFR LOCAL CODFS. b. ELEVATIONS AS SHOWN HLRE MAY VARY AND/OR BE TYPICAL OF CONSTRUCTION ONLY, IN ALL CASES REFER TO HOUSE ORDER AND FLOOR PLAN(S) FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LENGIH OF HOME. 6. Lf IS IIIF BUILDER RISPONSIBILIIY 10 ENSURI ALL WORK 10 BI DONE ON -SIT[ BY TIR BUILD[R, AND/ OR ITIS AGENTS, IS TO BI DONE IN A WORKMAN LIKE MANNER IN ACCORDANCF WITH ALL APPLICABLE BUILDING CODI S AND REGULATIONS. ROOF PLAN EXTERIOR DOOR & WINDOW SCHEDULE SCALE: NA LIGHTING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE DOORSCHEDULE Exterior Door L Window Schedule NO. LOCATION TYPE MANF. UNIT N0. DESCRIPTION WINDOW SIZE LIGHT (SF) VENT (SF HARDWARE GLASS TYPE SUPPLIED BY INSTALLED BY REMARKS INSTALLED BY G.C. LOCATION QUANT. ITEM (WXH) STYLE MODEL FINISH REMARKS MANUF. G.C. MANUF. G.C. G.C. 002 BATH 1 SINK JUST SURGEONS WASHUP SINK A -18664-T STAINLESS STEEL INCLUDES FAUCET 1 X LIEBHERR 001A D01 STORAGE CM3 WESTERN - SERIES 700 AWNING+ FIXED COMBO 9'-0" X 1'-10" 11.E 1.85 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X 36" GAS COOKTOP 500 SERIES X 002A,002 BATH A4 WESTERN,- SERIES 700 AWNING 2'-E" X 1'-10" 3.25 1.625 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X X 0026 002 BATH P4 WESTERN - SERIES 700 FIXED 2'-8" X V-10" 3.25 0 - DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X X X SHX68R55UC STAINLESS STEEL - 1 FAUCET BLANCO CULINA SEMI-PROFESSIONAL 441331 CHROME W/COUNTERTOP SOAP DISPENSER BLANCO MERIDIAN CHROME X - SWITCH LOCATION: 101A 101 LIVING D2 WESTERN - SERIES 600 SLIDING GLASS DOOR E'-0" X 8'-13/4" - - FLUSH HANDLE, FINISH: SS DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X TEMPERED GLASS, MEDIUM STILE 101B 101 LIVING Dl WESTERN - SERIES 900 HINGED DOOR T-0" X 8'-13/4" 13.4 24 HOPPE SINGLE POINT LOCK LEVER, FIN: BRUSHED NICKEL DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X TEMPERED GLASS, MEDIUM STILE 101C 101 LIVING CM1 WESTERN - SERIES 700 AWNING + FIXED COMBO T-0" X 5'-3" 11.5 1.85 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X TEMPERED GLASS @ AWNING 101D 101 LIVING CMI WESTERN - SERIES 700 AWNING + FIXED COMBO T-0" X 5'-3" 11.5 1.85 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X TEMPERED GLASS @ AWNING 101E 101 LIVING D4 WESTERN - SERIES 600 SLIDING GLASS DOOR 10'-7" X 9'-0" 66.4 33.2 FLUSH HANDLE, FINISH: SS DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X TEMPERED GLASS, MEDIUM STILE 102A 102 KITCHEN D5 WESTERN - SERIES 600 SLIDING GLASS DOOR 8'-0" X 9'-0" 49 24.5 FLUSH HANDLE, FINISH: SS DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X TEMPERED GLASS, MEDIUM STILE 102B 102 KITCHEN P1 WESTERN,- SERIES 700 FIXED 6'-0" X 1'-5" 5.8 0 - DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X X 103A 103 DINING D3 WESTERN - SERIES 600 SLIDING GLASS DOOR 11'-6" X 8'-13/4" 58 29 FLUSH HANDLE, FINISH: SS DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X TEMPERED GLASS, MEDIUM STILE 103B 103 DINING Al WESTERN - SERIES 700 AWNING T-10" X V-5" 3.5 1.75 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X X 103C 103 DINING Al WESTERN - SERIES 700 AWNING 3'-10" X V-5" 3.5 1.75 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X 108 103D 103 DINING Al WESTERN - SERIES 700 AWNING T-10" X V-5" 3.5 1.75 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X X 104A 104 BEDROOM 02 WESTERN - SERIES 600 SLIDING GLASS DOOR E'-0" X 8'-13/4" - - FLUSH HANDLE, FINISH: SS DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X TEMPERED GLASS, MEDIUM STILE 104B 104 BEDROOM CM2 WESTERN - SERIES 700 AWNING+ FIXED COMBO 9'-4" X 2'-0" 13.7 1.E STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X X 105A 105 BEDROOM P5 WESTERN - SERIES 700 FIXED 4'-6" X 4'-6" 16.78 0 - DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X X 105B 105 BEDROOM C1 WESTERN - SERIES 700 CASEMENT T-0" X 4'-6" 10.6 7.42 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X X 106A 106 BEDROOM P3 WESTERN - SERIES 700 FIXED 4'-6" X 2'-0" 6.6 0 - DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X X 106B 106 BEDROOM C2 WESTERN - SERIES 700 CASEMENT T-6" X 4'-6" 12.1 8.5 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X 107A 107 BATH A3 WESTERN - SERIES 700AWNING 4'-6" X 2'-0" 6.6 3.3 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X 108A 108 BATH/LAUNDRY A3 WESTERN - SERIES 700 AWNING 4'-6" X 2'-0" 6.6 3.3 STANDARD FOLDING CRANK DUO -PANE INSULATING GLASS LOW -E ARGON FILLED X X EXTERIOR DOOR & WINDOW SCHEDULE SCALE: NA B PLUMBING FIXTURE SCHEDULE 5 SCALE: NA LIGHTING FIXTURE SCHEDULE PLUMBING FIXTURE SCHEDULE DOORSCHEDULE SUPPLIED BY INSTALLED BY LOCATION QUANTITY ITEM MANUFACTURER STYLE SUPPLIED BY FINISH REMARKS INSTALLED BY G.C. LOCATION QUANT. ITEM MANUFACTURER STYLE MODEL FINISH REMARKS MANUF. G.C. MANUF. G.C. 002 BATH 1 SINK JUST SURGEONS WASHUP SINK A -18664-T STAINLESS STEEL INCLUDES FAUCET 1 X LIEBHERR X WU 400 1 FAUCET JUST WALL MOUNTED JS-47-TGSA-W STAINLESS STEEL INCLUDED W/SINK 36" GAS COOKTOP 500 SERIES X STAINLESS STEEL - X X 1 TOILET TBD REST ISLAND RANGE HOOD IEX17OSS STAINLESS STEEL BLOWER: TO BE DETERMINED X X - X 102 KITCHEN 1 SINK ELKAY AVADO UNDERMOUNT 1-15OWL EFRU311610 STAINLESS STEEL W/OVERFLOW X BOSCH X SHX68R55UC STAINLESS STEEL - 1 FAUCET BLANCO CULINA SEMI-PROFESSIONAL 441331 CHROME W/COUNTERTOP SOAP DISPENSER BLANCO MERIDIAN CHROME X - SWITCH LOCATION: X X 107 BATH 1 SINK DURAVIT VERO WASHBASIN 45460 WHITE W/OVERFLOW X X X DRYER LG 1 FAUCET AFNY DAVINCI COLLECTION MINIMAL DECK MTD DVC MIN 111 POLISHED CHROME - X TID X L9 BY CLIENT 1 TOILET DURAVIT STARK 2 FLOOR MOUNTED D16540 WHITE X X X X EXTERIOR DECK RAIL LIGHT KICHLER 1 BATH TUB ZUMA C SERIES C6634 WHITE W/POLISHED CHROME DRAIN AS REQ'D. W/ INTEGRAL TILE FLANGE X MSl X TBD 1 WALLBAR W/HANDSHOWER HANSGROHE UNICA S 24" SET 4266000 CHROME X X MOTION SENSOR X 2'-6" X 7-91/2" 13/4" TRUSTILE FL100, PRIMED MDF, SQUARE STICK SASH, 1 WALL OUTLET HANSGROHE WALL OUTLET 27454002 CHROME MS3 X TBD X 106 BEDROOM 1 1 TUB FILLER AFNY DAVINCI COLLECTION MINIMAL WALL MTD DVC MIN1520 CHROME X 04 1 A030 X X X 1 SHOWER CONTROLS AFNY DAVINCI COLLECTION THERMOSTATIC MIXER W/DIVERTER LEVREBRS3H CHROME W/ROUGH: TMV-07-DS-OMRG X TBD- BY GC X 051 A030 102 BATH/LAUNDRY 1 SINK DURAVIT VERO WASHBASIN 45460 WHITE W/OVERFLOW X 2'-6" X 7'-91/2" X 1/4" WHITE LAMI. H.D. REMOVABLE PIN HINGE-US26D OMNIA PRODIGY 912 MD PRIVACY, FIN: US261) SATIN CHROME 1 FAUCET AFNY DAVINCI COLLECTION MINIMAL DECK MTD DVC MIN 111 POLISHED CHROME - X 108 X 1 2'-6" X 7'-10" 1 TOILET DURAVIT STARK 2 FLOOR MOUNTED D16540 WHITE 041 A030 X X X 1 WALLBAR W/HANDSHOWER HANSGROHE UNICA S 24" SET 4266000 CHROME X X 1 WALL OUTLET HANSGROHE WALL OUTLET 27454002 CHROME X X 1 SHOWER HEAD AFNY DAVINCI COLLECTION 5" GENERAL SHOWER HEAD DVC GEN603 CHROME X X 1 SHOWER HEAD ARM AFNY DAVINCI COLLECTION GOTHAM SHOWER ARM DVC GOT645 CHROME X X 1 SHOWER CONTROLS AFNY DAVINCI COLLECTION THERMOSTATIC MIXER W/DIVERTER LEVREBRS3H CHROME W/ROUGH: TMV-07-DS-OMBG X X OUTDOOR SHOWER 1 OUTDOOR SHOWER TBD X X B PLUMBING FIXTURE SCHEDULE 5 SCALE: NA CAPPLIANCE SCHEDULE _ 5 SCALE: NA LIGHTING FIXTURE SCHEDULE APPLIANCES SCHEDULE DOORSCHEDULE SUPPLIED BY INSTALLED BY LOCATION QUANTITY ITEM MANUFACTURER STYLE MODEL FINISH REMARKS MANUF. 1G.C. MANUF. G.C. 101 LIVING 1 FIREPLACE RATS FREESTANDING WOODBURNING TBD L1 X X 102 KITCHEN I REFRIGERATOR LIEBHERR 36" REF/FREEZER FULLY INTEGRATED HCB 2062 STAINLESS STEEL 24" TALL INSET INSTALLATION WITH LIEBHERR PANELS X X DOWNLIGHT @ 9'-0" CEILINGS 1 BEV FRIDGE LIEBHERR 24" UNDERCOUNTER 2 -ZONE WINE WU 400 STAINLESS STEEL - X X 1 ICOOKTOP BOSCH 36" GAS COOKTOP 500 SERIES NGM5654UC STAINLESS STEEL - X I X 2 1 HOOD REST ISLAND RANGE HOOD IEX17OSS STAINLESS STEEL BLOWER: TO BE DETERMINED X X - 1 WALL OVEN COMBO BOSCH 30" COMBO OVEN/MW 500 SERIES HBL575OUC STAINLESS STEEL - X X 311 1 DISHWASHER BOSCH 24" 200 SERIES SHX68R55UC STAINLESS STEEL - X X EXTERIOR GRADE WALL SCONCE 1 DISPOSAL INSINKERATOR EVOLUTION ESSENTIAL ESSENTIAL - SWITCH LOCATION: X X 106 LAUNDRY 1 WASHER LG ULTRA LARGE CAPACITY TURBOWASH WM3470HVA GRAPHITE STEEL GC TO PROVIDE HOOKUPS X X X 1 DRYER LG JULTRA LARGE CAPACITY STEAMORY DLEX3470V GRAPHITE STEEL GC TO PROVIDE HOOKUPS X X BACK DECK 1 GRILL TID 1PROPANE L9 BY CLIENT TOLOMEO X 10OW INCANDESCENT ANODIZED MATTE ALUM. HARDWIRED TO POWER 13/4" SOLID CORE FLUSH PANEL, PAINT GRADE X TBD - BY GC X L10 EXTERIOR DECK RAIL LIGHT KICHLER 15066AZT 6.SW T3 1/4 WEDGE 12V XENON - - 104 BEDROOM X 2'-6" X 7'-10" X MSl MOTION SENSOR TBD 04 1 A030 041 A030 04 I A030 IN MATE WALL X X CAPPLIANCE SCHEDULE _ 5 SCALE: NA D LIGHTING FIXTURE SCHEDULE 5 SCALE: NA R TO DW 1/2"->K 1/2"_ ----1/2" 1/2"-v,- VALVE I 4 >r I IYPICAL _IUB SUPPLY SUPPLY LEGEND COLD WATER SUPPLY PIPING - - HOT WATER SUPPLY PIPING IYPICAL WASHER _SUPPLY IYPICAL W.C.--SUPPLY JYPICAL KITCILN SINK w DW SUPPLY TYPICAL SIIOWI_R SUPPLY TYPICAL_LAV/ KITCIiFN__SINK. SUPPLY IYPICAL TUBLSIIOWLR SUPPLY TYPICAL SUPPLY SCI-IFMATICS e T M7h'/MU4/ cF WATER HEATER W/ REQUIRED VALVES/PIPING BY BUILDER ON SITE TYPICAL _WI FR_NFATFR_ SCI IFMAT_IC i I sic M n I • N N 11� HIGH LOOP/NR GAP (•••) V` ; \S J/4'- HOSE TO DW (•••) ; \�G� \ 11 1 \ I ^ WYE FnnNG \ 1 I ,� 11 IYPICAL IUB DRAIN _Y__VFNI IYPICAL_WASHI-HDRAIN / VENT IYPICAL LAV. DRAIN /__VI NT TYPICAL KITCHEN SINK DRAIN_ VFNI W/ DW DWV LEGEND ----__- VENT PIPING DRAIN /WASTE PIPING JYPICAL_W.C._ DRAIN YIN[ LIGHTING FIXTURE SCHEDULE DOORSCHEDULE DOOR SUPPLIED BY INSTALLED BY # DESCRIPTION MANUFACTURER MODEL LAMP FINISH REMARKS MANUF. G.C. MANUF. G.C. L1 DOWNLIGHT @ 8'-0" CEILINGS LIGHTOLIER 20001C (INCANDESCENT HOUSING) + 2010 (3 3/4" TRIM) 75W PAR16 BRUSHED CLEAR - X HANDLE/PULL X JAMB (HINGE) JAMB (STRIKE) L2 DOWNLIGHT @ 9'-0" CEILINGS LIGHTOLIER 10001C (INCANDESCENT HOUSING) + 1010 (5" TRIM) 75W PAR30 BRUSHED CLEAR - X E'-0" X 7'-0" X L3 DOWNLIGHT LOW VOLTAGE LIGHTOLIER 2000AICV (LV INCANDESCENT HOUSING) + 2010 (3 3/4" TRIM) 50W MR16 BRUSHED CLEAR PROVIDE TRANSFORMER AS REQ'D X 2 X 3 L4 DOWNLIGHT SHOWER LIGHTOLIER 1001C (INCANDESCENT HOUSING) + 1177SH (6 3/4" LENSED TRIM) 60W A19 WHITE LEXAN - X G.C. TO VERIFY HEIGHT ON SITE, 90 MIN. FIRE RATED DOOR X L5 LINEAR FLUORESCENT TASK LIGHT LEGION 311 T5 CLEAR BRUSHED LENS MANUF. TO PROVIDE J -BOX H.D. REMOVABLE PIN HINGE-US26D X X L6 EXTERIOR GRADE WALL SCONCE TBD X X X L7 PENDANT TBD X 103A X L8 EXTERIOR GRADE CEILING SCONCE STONCO VK1GC 100W A19 - MANUF. TO PROVIDE J -BOX 05 1 A030 X 05 I A030 X L9 WALL LAMP TOLOMEO TOL1400 MINI WALL 10OW INCANDESCENT ANODIZED MATTE ALUM. HARDWIRED TO POWER 13/4" SOLID CORE FLUSH PANEL, PAINT GRADE X TBD - BY GC X L10 EXTERIOR DECK RAIL LIGHT KICHLER 15066AZT 6.SW T3 1/4 WEDGE 12V XENON - - 104 BEDROOM X 2'-6" X 7'-10" X MSl MOTION SENSOR TBD 04 1 A030 041 A030 04 I A030 IN MATE WALL X X X MS2 MOTION SENSOR TBD 2'-6" X 7-91/2" 13/4" TRUSTILE FL100, PRIMED MDF, SQUARE STICK SASH, 1/4" WHITE LAM]. H.D. REMOVABLE PIN HINGE-US26D OMNIA PRODIGY 912 MD PASSAGE, FIN: US26D SATIN CHROME X 104 I A030 X MS3 MOTION SENSOR TBD 106 106 BEDROOM 1 2'-6" X 7'-10" 2'-6" X 7'-91/2" X 1/4" WHITE LAMI. H.D. REMOVABLE PIN HINGE-US26D X 041 A030 04 1 A030 104 I A030 X X 106A 106 BEDROOM 2 2'-8" X 7'-10" 1'-4" X 7'-91/2" (X2) 13/4" SOLID CORE FLUSH PANEL, PAINT GRADE - STANLEY H.D. 327 PIVOT HINGE-US26D TBD- BY GC IVES #347, 826D FINISH 051 A030 05 I A030 05 1 A030 X X D LIGHTING FIXTURE SCHEDULE 5 SCALE: NA R TO DW 1/2"->K 1/2"_ ----1/2" 1/2"-v,- VALVE I 4 >r I IYPICAL _IUB SUPPLY SUPPLY LEGEND COLD WATER SUPPLY PIPING - - HOT WATER SUPPLY PIPING IYPICAL WASHER _SUPPLY IYPICAL W.C.--SUPPLY JYPICAL KITCILN SINK w DW SUPPLY TYPICAL SIIOWI_R SUPPLY TYPICAL_LAV/ KITCIiFN__SINK. SUPPLY IYPICAL TUBLSIIOWLR SUPPLY TYPICAL SUPPLY SCI-IFMATICS e T M7h'/MU4/ cF WATER HEATER W/ REQUIRED VALVES/PIPING BY BUILDER ON SITE TYPICAL _WI FR_NFATFR_ SCI IFMAT_IC i I sic M n I • N N 11� HIGH LOOP/NR GAP (•••) V` ; \S J/4'- HOSE TO DW (•••) ; \�G� \ 11 1 \ I ^ WYE FnnNG \ 1 I ,� 11 IYPICAL IUB DRAIN _Y__VFNI IYPICAL_WASHI-HDRAIN / VENT IYPICAL LAV. DRAIN /__VI NT TYPICAL KITCHEN SINK DRAIN_ VFNI W/ DW DWV LEGEND ----__- VENT PIPING DRAIN /WASTE PIPING JYPICAL_W.C._ DRAIN YIN[ E INTERIOR DOOR SCHEDULE 5 SCALE: NA I I I 1 I 1 1 1 1 1 1 1 1 � 1 1 1 I 1 1 1 1 I � eL IYPICAL _SI IOWFR DRAIN/ VFNT- TYPICAL _KII CLIENSINK _DRAIN _./_VENT I I I 1 I I I I I 1 I I I I I 1 I I I I I i 1 I I 1 I I IYPICAL_ IUB/_S_I-IOWFR_DRAIN _1_V�NI IYPICAL MAIN VFNI_/__FUTURF_VFNI_ -I_YPICAL _ -AN. _SCH -VAI IC_S DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, ori mponent M l Q 2d 13 - Ob( i Manufacturer's No. Application No. Date ofApprova NOTICE: This approval is applicable only to those components of the factory manufac buildings that are fabricated and assembled in the factory manufacturer's facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. NI site related work must be reviewed for approval by the local Code Enforcement 05 Ronald E. Piester Miriam McGiver SCHEDULES & DETAILS DOORSCHEDULE DOOR HARDWARE DETAILS REMARKS SUPPLIED BY INSTALLED BY NO. LOCATION TYPE OPENING SIZE DOOR PANEL SIZE THICK MATERIAL/FINISH GLASS HINGE HANDLE/PULL STOP/CATCH JAMB (HINGE) JAMB (STRIKE) HEAD MANUF G.C. MANUF G.C. 1 001 STORAGE 4 E'-0" X 7'-0" E'-0" X 7'-0" - ALUM. & GLASS GARAGE DOOR, BY AMARR OR SI MI LAR - TBD MANUAL OPEN X X 2 002 BATH 3 T-0" X 7'-0" Y-0" X 7-0" 13/4" PTD SOLID CORE WOOD DOOR H.D. REMOVABLE PIN HINGE-US26D OMNIA PRODIGY 912 MD PRIVACY, FIN: U526D SATIN CHROME G.C. TO VERIFY HEIGHT ON SITE, 90 MIN. FIRE RATED DOOR X X 3 003 STORAGE 3 T-0" X 7'-0" 3'-0" X 7'-0" 13/4" PTD SOLID CORE WOOD DOOR H.D. REMOVABLE PIN HINGE-US26D OMNIA PRODIGY 912 MD PASSAGE, FIN: US26D SATIN CHROME G.C. TO VERIFY HEIGHTON SITE, 90 MIN. FIRE RATED DOOR X X 103A 103 DINING 2 5'-0" X 7'-10" 1'-8" X 7'-91/2" (X3) 13/4" SOLID CORE FLUSH PANEL, PAINT GRADE STANLEY H.D. 327 PIVOT HINGE-US26D TBD - BY GC IVES #347, B26D FINISH 05 1 A030 051 A030 05 I A030 X X 1038 HALLWAY 2 3'-4" X 7'-10" 1'-8" X 7'-91/2" (X2) 13/4" SOLID CORE FLUSH PANEL, PAINT GRADE STANLEY H.D. 327 PIVOT HINGE-US26D TBD - BY GC IVES #347, B26D FINISH OS I A030 051 A030 05 I A030 IN MATE WALL X X 104 104 BEDROOM 1 2'-6" X 7'-10" 2'-6" X 7-91/2" 13/4" TRUSTILE FL100, PRIMED MDF, SQUARE STICK SASH, 1/4" WHITE LAMI. H.D. REMOVABLE PIN HINGE-US26D OMNIA PRODIGY 912 MD PASSAGE, FIN: US26D SATIN CHROME 04 1 A030 041 A030 04 I A030 IN MATE WALL X X 105 105 BEDROOM 1 2'-6" X 7'-10" 2'-6" X 7-91/2" 13/4" TRUSTILE FL100, PRIMED MDF, SQUARE STICK SASH, 1/4" WHITE LAM]. H.D. REMOVABLE PIN HINGE-US26D OMNIA PRODIGY 912 MD PASSAGE, FIN: US26D SATIN CHROME 04 1 A030 104 I A030 04 I A030 IN MATE WALL X X 106 106 BEDROOM 1 2'-6" X 7'-10" 2'-6" X 7'-91/2" 13/4" TRUSTILE 1`1_100, PRIMED MDF, SQUARE STICK SASH, 1/4" WHITE LAMI. H.D. REMOVABLE PIN HINGE-US26D OMNIA PRODIGY912 MD PASSAGE, FIN: US261) SATIN CHROME 041 A030 04 1 A030 104 I A030 X X 106A 106 BEDROOM 2 2'-8" X 7'-10" 1'-4" X 7'-91/2" (X2) 13/4" SOLID CORE FLUSH PANEL, PAINT GRADE - STANLEY H.D. 327 PIVOT HINGE-US26D TBD- BY GC IVES #347, 826D FINISH 051 A030 05 I A030 05 1 A030 X X 107 107 BATH 1 2'-6" X 7'-10" 2'-6" X 7'-91/2" 13/4" TRUSTILE FL100, PRIMED MDF, SQUARE STICK SASH, 1/4" WHITE LAMI. H.D. REMOVABLE PIN HINGE-US26D OMNIA PRODIGY 912 MD PRIVACY, FIN: US261) SATIN CHROME 041 A030 041 A030 04 1 A030 X X 108 108 BATH/LAUNDRY 1 2'-6" X 7'-10" 2'-6" X 7'-91/2" 13/4" TRUSTILE FL100, PRIMED MDF, SQUARE STICK SASH, 1/4" WHITE LAMI. H.D. REMOVABLE PIN HINGE-US26D OMNIA PRODIGY 912 MD PRIVACY, FIN: US26D SATIN CHROME 04 1 A030 041 A030 04 1 A030 X X E INTERIOR DOOR SCHEDULE 5 SCALE: NA I I I 1 I 1 1 1 1 1 1 1 1 � 1 1 1 I 1 1 1 1 I � eL IYPICAL _SI IOWFR DRAIN/ VFNT- TYPICAL _KII CLIENSINK _DRAIN _./_VENT I I I 1 I I I I I 1 I I I I I 1 I I I I I i 1 I I 1 I I IYPICAL_ IUB/_S_I-IOWFR_DRAIN _1_V�NI IYPICAL MAIN VFNI_/__FUTURF_VFNI_ -I_YPICAL _ -AN. _SCH -VAI IC_S DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, ori mponent M l Q 2d 13 - Ob( i Manufacturer's No. Application No. Date ofApprova NOTICE: This approval is applicable only to those components of the factory manufac buildings that are fabricated and assembled in the factory manufacturer's facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. NI site related work must be reviewed for approval by the local Code Enforcement 05 Ronald E. Piester Miriam McGiver SCHEDULES & DETAILS GENERAL NOTES: (�k / 1. ITEMS NOTED WITH A SINGLF ASTFRISK (*) SHALL BE PROVIDED \\ / BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED DURING THE SET BY SET CREW AT THE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WITH A DOUBLE ASTERISK (**) SHALL BE PROVIDED // BY SIMPLEX, SHIPPED LOOSE, AND INSTALLFD BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 3. ITEMS NOIFD WITH A TRIPLE ASTERISK (***) SHALL BE PROVIDED / AND INSTALLFD BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 4. ITEMS NOTED WITH FOUR ASTERISK (****) SHALL BC PROVIDED AND INSTALLED BY THE SET CRFW AT THE JCB SITE, PER LOCAL / CODES. 5. ELEVATIONS AS SHOWN HERE MAY VARY AND/OR Br TYPICAL OF CONSTRUCTION ONLY, IN ALL CASES REFER TO HOUSE ORDER AND FLOOR PLAN(S) FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LFNGTH OF HOME. 6. IT IS THE BUILDER RESPONSIBILITY 10 ENSURE ALL WORK TO BE DONE ON-SITE BY TIIE BUILDER, AND/ OR HIS AGENTS, IS TO BE DONT. IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND RFGULATIONS. HOMERUN ALL AUDIO TO THIS LOCATION.. A FIRST FLOOR POWER & TELEPHONE PLAN 6 SCALE: 1/4" = 1'- 0" - -- - 200 AMP MAIN PANEL CIRCUIT SCHEDULE LEGEND CIR. DESCRIPTION W W W N a W p a m W o a 2 W WDUPLEX Of N DESCRIPTION CIR. RECEPTACLE x .65) * 0 �m ¢ a a ( �� x .65) * 0 Four or More Separately Controlled Electric Space Heating Units ( 0 x 40) * 0 " Use the larger of the air-conditioning or the DUPLEX RECEPTACLE SPLIT SWITCHED diversified demand of the heating load. Other Loads: 40 Watts or 39 F(DE RANGE / DRYER 38 Area Volt -Amps Ampacity Size General Lighting 1374 4122 20 12-2 37 SINGLE ROLE SWITCH • 44' ASF 20 12-2 Cooktop 1500 20 12-2 Dshvvasher 1200 20 12-2 Garbage Disposal -- 20 12-2 Washer 1500 IS THREE WAY SWITCH • 44' ASF 36 --- -- - 5000 --- 10-3 --- -- -- 35 20 12-2 Water Heater 0 25 10-2 Oven -- ---- 50 6-3 DIMMER SWITCH • 44' ASF - - -- - - --- - -- -- - 34 33 - - - ----------- -- --- - --- --- RECESSED LIGHT FIXTURE - - - - -- 32 31— R CEIDNG MOUNTED LIGHT FIXTURE 30 29 2$ 27 SD SMOKE / CARBON MONOXIDE DETECTOR RANGE HOOD 12 2 20 1 - ---- / WITH BATTERY BACKUP AC/DC -- -- ----- - 26 BATHROOM LIGHTS 12-2 20 1 1 20 12-2 KITCHEN LIGHTS 25 CM CARBON MONOXIDE DETECTOR ---- - -- ------ ---- - - - - -- -- - -- - --- ---- - AC DC ---- -- - ---- 24 COOKTOP 12-2 20 1 1 20 12-2 MICROWAVE 23 /��y,.� \Sl THERMOSTAT (WIRE ONLY) 22 BR 104 RECEPS i LIGHTS 12-2 20 1 1 20 12-2 EXTERIOR LIGHTS 21 m WHOLE HOUSE FAN BR 105 RECEPS & LIGHTS 12-2 20 1 1 20 12-2 KITCHEN LIGHTS 20 19 GFI GROUND FAULT INTERRUPT - - - - -- -- -- -- - -- -- -- -- -- - - --- --------- ------------------------- - --WP WEATHER PROOF 18 LIVING ROOM LIGHTS 12-2 20 1 1 20 12-2 BR 106 RECEPS t LIGHTS 17 BASEBOARD ELEC. HEATING ELEMENT -- ---- -- ---- - -- - - - - - - - - - ---- --------- --- --- --- - 16 SMOKE DET / LIGHTS 12_3 20 1 1 20 12-2 LIVING ROOM RECEPS 15 PANEL PANEL BOX Box 14 FIRST FLOOR AV 12-2 20 1 1 20 12-2 EXT. RECEPTS (GFI) 13 ISI WIRE FOR CEILING FAN 12 1ST FLOOR BATH (GFI) 12-2 20 1— 1 20 12-2 WASHER 11 FAN LIGHT 10 _ KITCHEN (GFI)- 12-2 20 1 _ 1 20 12-2 - REFRIGERATOR _9 EJDATA PANEL — - 8 KITCHEN (GFI) 12-2 20 1 1 20 12-2 LIC REFRIGERATOR 7 - -- - --- -- - - -- - - - 8 STATE LABEL LOCATION 6 DISHWASHER 12-2 20 1 1 20 12-2 GARBAGE DISPOSAL 5 - (LOCKABLE BREAKER) - --- -- - - -- - - - -- --- -- - - -3- QUAD RECEPTACLE -- 4 DRYER 10-3 25 2 2 50 6-3 RANGE --- 2 1 DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Co pone t M o l 9) .2-0,3 DO! `12-7 1 Manufacturer's No. Application No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufact buildings that are fabricated and assembled In the factory manufacturer's facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. All site related work must be reviewed for approval by the local Code Enforcement Offi( By Ronald E. Piester Miriam McGiver Electrical Load Calculation Date: 8/4/13 Performed By: GJS Mfg Simplex Project: 13-0804 (NY) Model Heslin Residence Air Conditioning ( 0 x 1.0) * 10000 Central Electric Space Heating ( 0 x .65) * 0 Less Than Four Separately Controlled Electric Space Heating Units ( 0 x .65) * 0 Four or More Separately Controlled Electric Space Heating Units ( 0 x 40) * 0 " Use the larger of the air-conditioning or the diversified demand of the heating load. Other Loads: Watts or Circuit Wire Area Volt -Amps Ampacity Size General Lighting 1374 4122 20 12-2 Small Appliances ( 4 x 1500) 6000 20 12-2 Cooktop 1500 20 12-2 Dshvvasher 1200 20 12-2 Garbage Disposal 600 20 12-2 Washer 1500 20 12-2 Dryer 5000 30 10-3 Boiler 1920 20 12-2 Water Heater 0 25 10-2 Oven 12000 50 6-3 Subtotal, 33842 First 10 KW of other loads @ 100% = 10000 Remainder of other loads @ 40% ( 23842 x .40) = 9537 Cooling 10000' Total Calculated Load = 29537 Required Service Size: 29537 : 240 = 123 Amps Installed Panel Size = 200 Amps * HVAC installed in field by others FIRST FLOOR POWER & TELEPHONE PLAN GENERAL NOTES: 1. ITEMS NOTED WITH A SINGLE ASTERISK (*) SHALL BE PROVIDED / BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED DURING THE SET BY SET CREW AT THE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WITH A DOUBLE ASH RISK (**) SHALL BF PROVIDED / BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED BY THE BUILDER AT THE JOB SITE, PFR LOCAL CODES. 3. ITFMS NOTED WITII A TRIPLE ASl FRISK (***) SI IALL BE PROVIDED / AND INSTALLED BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 4, ITEMS NOTED WITH FOUR ASTERISK (****) SHALL BE PROVIDED AND INSTALLED BY THE SET CREW AT THE JOB SITE, PER LOCAL / CODES. 5. ELEVATIONS AS SHOWN HERE MAY VARY AND/OR BE TYPICAL OF CONSTRUCTION ONLY, IN ALL CASFS REFER 10 HOUSE ORDER AND FLOOR PLAN(S) FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LENGTH OF HOME. 6. Il IS THE BUILDER RESPONSIBILITY TO ENSURE ALL WORK TO BE DONE ON-SITE BY THE BUILDER, AND/ OR HIS AGENTS, IS TO BF DONE IN A WORKMAN LIKE MANNI-R IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND REGULATIONS. A FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = 1'- 0" 200 AMP MAIN PANEL CIRCUIT SCHEDULE LEGEND CIR. DESCRIPTION W W ^I a- W p Q m W p a- W W N DESCRIPTION CTR. DUPLEX RECEPTACLE Q d Q g�g 5 DUPLEX RECEPTACLE SPLIT SWITCHED 40 39 RANGE / DRYER 38 37 SINGLE POLE SwrrcH • 44• ASF - IS ------ -- - -- — — --------- 36 35 T3 THREE WAY swrrcH • 44• ASF o DIMMER SWITCH • 44" ASF 34 33 --- - -- - -- — 4% RECESSED LIGHT FIXTURE ----- - - -- -- -- 32 31 R 30 29 CEILING MOUNTED LIGHT FIXTURE - - — — — — - - — RANGE HOOD 12-2 20 1 27 SD SMOKE / CARBON MONOXIDE DETECTOR 2$ —_ -- --_--- --- AC/DC WITH BATTERY BACKUP -- - -_-- -- -- —_-- 26 BATHROOM LIGHTS 12-2 20 1 1 20 12-2 KITCHEN LIGHTS 25 CM CARBON MONOXIDE DETECTOR — AC DC -- ------ -- - — — -- -- -- 24 COOKTOP 12-2 20 1 1 20 12-2 MICROWAVE 23 /��y� lJ THERMOSTAT (WIRE ONLY) - -- - BR 104 RECEPS i LIGHTS 12-2 20 1 1 12-2 __ EXTERIOR LIGHTS 22 20 21 m WHOLE HOUSE FAN 12-2 20 1 1 KITCHEN LIGHTS 20 BR 105 RECEPS i LIGHTS 20 12-2 19 GFI GROUND FAULT INTERRUPT — W P WEATHER PROOF ---------- - - — --- -- — ---- — ---- - 18 LIVING ROOM LIGHTS 12-2 20 1 1 20 12-2 BR 106 RECEPS i LIGHTS 17 —7- BASEBOARD ELEC. HEATING ELEMENT SMOKE DET / LIGHTS FIRST FLOOR AV 12-3 12-2 20 20 1 1 1 1 20 20 12-2 12-2 LIVING ROOM RECEPS EXT. RECEPTS (GFI) 15 16 FPXWE-L-­I PANEL sox sox ® WIRE FOR CEILING FAN 14 13 12 1ST FLOOR BATH (GFI) 1 1 20 11 FAN LIGHT 12-2 20 12-2 WASHER 1 10 KITCHEN (GFI) 12-2 20 1 20 12-2 REFRIGERATOR 9 --- -- — — — -- - Li DATA PANEL --------------------- ---- 8 KITCHEN (GFI) 12-2 20 1 1 20 12-2 UIC REFRIGERATOR 7 - -- --- - — — -- -- --- 0 STATE LABEL LOCATION — --- -- DISHWASHER 12-2 20 1 --------- -- -- — GARBAGE DISPOSAL 6 1 20 12-2 5 (LOCKABLE BREAKER) QUAD RECEPTACLE 4 3 --- DRYER 10-3 25 2 2 50 6-3 RANGE -- 2 1 DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Cofppoperit _„Lc�l4�ir 2Ct3- Off'( ei Z� Manufacturer's No. Application No. Date of Approval NOTICE: This approval is applicable only to those components ofthe factory manufactured buildings that are fabricated and assembled in the factory manufacturer's facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. All site related work must be reviewed for approval by the local Code Enforcement Official. By X111 �.s Ronald E. Piester Miriam McGiver FIRST FLOOR REFLECTED CEILING PLAN FLASHING ('*') 2X6 PARAPET WALL (2) 1 2" X 11 i" LVL CEILING PERIMETER 5/8" THK X 3" BEARING STRIP R-21 FG OVER 2" CLOSED CELL FOAM (R-12) "GYPSUM "' GYPSUM OVER 2X6 JOISTS @ 16" OC R-15 FG OVER 2" CLOSED CELL FOAM (R-12) 1/2" GYPSUM OVER 2X6 SPF STUD @ 16" OC 4" T&G DECKING OVER 11 a" OJ2000 FLOOR TRUSSES @ 16 "OC R-30 FG OVER 3" CLOSED CELL FOAM (R-18). FOAM AND FIBERGALSS INSULATION SUPPLIED AND INSTALLED IN FIELD BY OTHERS. (2) 2X12 PERIMETER WITH CONTINUOUS "" THK X 3" WIDE PLYWOOD SHIM PRIMARY AND SECONDARY ROOF DRAINAGE SYSTEMS SHALL BE DESIGNED LOCALLY BY OTHERS TO CONVEY ALL RAINWATER FROM ROOF AREAS. THE PRIMARY ROOF DRAINAGE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE CODE OF THE LOCAL JURISDICTION. THE FLOW CAPACITY OF SECONDARY (OVERFLOW) DRAINS OR SCUPPERS SHALL NOT BE LESS THAN THAT OF THE PRIMARY DRAINS OR SCUPPERS. PRIMARY AND SECONDARY DRAINAGE SHALL BE DESIGNED TO ALLOW NO MORE THAN 6" OF RAINWATER ACCUMULATION ON ANY PORTION OF THE ROOF. I FULLY ADHERED EPDM OVER 2" (MIN) TAPERED RIGID INSULATION OVER 5/8" OSB DECKING n\/r:D 117/2" n 19nnn TDI IQQGQ /l 19" nr' I I I I I � I I I I I I I I i 2" RIGID INSULATION @ PERIMETER (TYP) 4�1- ---- ��// �u1 - -1—�yl -- --- yl -- w� wL----�y_YV --IY/- --- - �`�l -- — - �`-�L--- 1y (� Y� - -�-- a --T.O. SILLPLATE___ STEEL SUPPORT BEAM DESIGNED BY OTHERS. STEEL BEAM SHALL SUPPORT ALL LOADS FROM MODULE ABOVE. STEEL SUPPORT COLUMN DESIGNED BY OTHERS CONCRETE GRADE BEAM DESIGIJED BY OTHERS HELICAL PILES DESIGNED BY OTHERS 15'-0" 6 -5a 1----- -- - A CROSS SECTION "A" $ SCALE: 1/2" = 1'- 0" "" THK X 11 j" OSB APPLIED TO TOP AND BOTTOM CHORDS OF FRONT SIDE, PLYWOOD ATTACHED TO CHORDS WITH PL PREMIUM GLUE AND 0.131 X 3" NAILS @ 5" OC. 1 CANTILEVER TRUSS REINFORCEMENT DETAIL $ SCALE: 3/4"= 1'- 0" DBL 3" THK X 11 7" OSB APPLIED TO TOP AND BOTTOM CHORDS OF FRONT SIDE. SINGLE 3" THK X 11 7" OSB APPLIED TO TOP AND BOTTOM CHORDS OF OPPOSITE SIDE. PLYWOOD ATTACHED TO CHORDS WITH PL PREMIUM GLUE AND 0.131 X 3" NAILS @ 5" OC. SIMPSON H2.5T @ EACH CANTILEVER TRUSS DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Compon nt t, li"6 'ZG)I3'Oc�L q i Zl 1 Manufacturer's No. Application No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturers facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. All site related work must be reviewed for approval by the local Code Enforcement Official. By Ronald E. Piester Miriam McGiver GENERAL NO] -ES: N' / 1. ITEMS NOTED WITH A SINGLE ASTERISK (*) SHALL BE PROVIDED BY SIMPLI X, SHIPPI D LOOSI , AND INSIALLED DURING 111E SCI BY SCT CREW AT THE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WITH A DOUBLE ASTERISK (**) SHALL BE PROVIDED BY SIMPLEX, SKIPPED LOOSE, AND INSTALLED BY THE BUILDER AT THC JOB SITZ, PER LOCAL CODES. 3. ITEMS NOTED WITH A TRIPLE ASTERISK (***) SHALL BE PROVIDED AND INSIALLED BY TIT BUILDER AT THC JOB SITE, PER LOCAL CODES. 4. ITEMS NOTED WITH FOUR ASICRISK (****) SHALL BC PROVIDED AND INSIALLED BY THE SCT CREW AT THE JOB SI f C, PER LOCAL CODES. 5. FLFVATIONS AS SHOWN HERE MAY VARY AND/OR BF TYPICAL OF CONSTRUCTION ONLY, IN ALL CASES REFER 10 HOUSF ORDER AND FLOOR PLAN(S) FOR ACTUAL QUANHIY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LENGTH OF HOME. 6. If IS IHE BUILDER RFSPONSIBILIIY 10 ENSURE ALL WORK 10 BE DONE ON --SITE BY TIIE BUILDER, AND/ OR HIS AGENTS, IS TO BE DONE IN A WORKMAN LIKE MANNI R IN ACCORDANCE W1111 ALL APPLICABLE-_ BUILDING CODES AND RCGULAIIONS. CROSS SECTION "A" FLASHING (***) 2X6 PARAPET WALL (2) 1 2" X 11 '"LVL CEILING PERIMETER 5/8" THK X 3" BEARING STRIP R-21 FG OVER 2" CLOSED CELL FOAM (R-12) "'GYPSUM R-15 FG OVER 2" CLOSED CELL FOAM (R-12) 1/2" GYPSUM OVER 2X6 SPF STUD @ 16" OC 4" T&G DECKING OVER 11 &" OJ2000 FLOOR TRUSSES @ 16 "OC R-30 FG OVER 3" CLOSED CELL FOAM (R-18). FOAM AND FIBERGALSS INSULATION SUPPLIED AND INSTALLED IN FIELD BY OTHERS. (2) 2X12 PERIMETER WITH CONTINUOUS 5" THK X 3" WIDE PLYWOOD SHIM 2" RIGID INSULATION @ PERIMETER (TYP) CONTINUOUS STEEL SUPPORT BEAM DESIGNED BY OTHERS. STEEL BEAM SHALL SUPPORT ALL LOADS FROM MODULE ABOVE. STEEL SUPPORT COLUMN DESIGNED BY OTHERS CONCRETE GRADE BEAM DESIGNED BY OTHERS HELICAL PILES DESIGNED BY OTHERS DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE CODE OF THE LOCAL JURISDICTION. THE FLOW CAPACITY OF SECONDARY (OVERFLOW) DRAINS OR SCUPPERS SHALL NOT BE LESS THAN THAT OF THE PRIMARY DRAINS OR SCUPPERS. PRIMARY AND SECONDARY DRAINAGE SHALL BE DESIGNED TO ALLOW NO MORE THAN 6" OF RAINWATER ACCUMULATION ON ANY PORTION OF THE ROOF. FULLY ADHERED EPDM OVER 2" (MIN) TAPERED RIGID INSULATION OVER 5/8" OSB DECKING nXIED 117/0" n 17nnn TDI 100=1 L.l 401- nn B CROSS SECTION "B" ------- ---------- — ----- --- 9 SCALE: 1/2" = 1'- 0" T.O. SILL PLATE GENERAL NOTES: N1. IIFMS NOTED WITH A SINGLE ASTERISK (*) SHALL BE PROVIDED BY SIMPLEX, SHIPPI D LOOSI , AND INSTALLED DURING THE SET BY SET CRF'N AT THE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WIIII A DOUBLE ASTERISK (**) SHALL BE PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED BY THF BUILDFR AT 1HF JOB SITE, PER LOCAL CODES. 3. ITEMS NOTED WIIII A TRIPLE ASTERISK (***) SHALL BE PROVIDED AND INSTALLED BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 4. ITEMS NOTED WITH FOUR ASTERISK (****) SHALL BE PROVIDED AND INSIALLFD BY THE SET CREW AT THC JOB SITE, PER LOCAL CODES. 5. ELFVAIIONS AS SHOWN HERE MAY VARY AND/OR BE TYPICAL OF CONSTRUCTION ONLY, IN ALL CASI-S Rf f f R TO HOUSE ORDER AND FLOOR PLAN(S) FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LENGTH OF HOME. 6. IT IS THF BUILDFR RESPONSIBILITY TO ENSURE ALL WORK TO BE DONE ON -SITE BY THE BUILDER, AND/ OR HIS AGENTS, IS TO BF DONE IN A WORKMAN LIKE MANNER IN ACCORDANCE WITH ALL APPLICAELF BUILDING CODES AND REGULATIONS. DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Comonent M0i1�,_-20t3-(DE,( cl Z Manufacturer's No Applcation No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturer's facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. All site related work must be reviewed for approval by the local Code Enforcement Official. By - Ronald E. Piester Miriam McGiver CROSS SECTION "B" Note., t d nails = 0.131 " x 2.5", 10d nalls = 0.148" x 3" t 16d na/ls = 0.131 " x 3.25" unless otherwise noted An equal or better corrnection device may be substituted for any conrrection device listed. Staples and Toe -Halls may not be used In Seismic Zones worse than C. Location Force Connection Fasteners Required Reference Reference 1st Floor 0.131"x3"toenails. line_A 317 plf 6 in o.c. Roof toVVallPlate Connection Simpson H2 5TIf Splices 2 23 Truss to Edge Rail Connection 400 lair 3985 Ito (5) 0.131'x2.5" nails each anal Sheet 5 d Fastening line -3 Top Plate to Studs t Bottom 16 in o.c. Grain. NA 23A a Plate to Studs 7/1fi' OSI,/PLY overlap Double 2x1 Top Plate - W 1h She et6 (0 Edge Railto Well Stud 400 plf 2 rows of fasteners 0.113iri x 2-3/tin nails Sheet 5 Connectien en Use 2 rows of fasteners along 0.131"x 3 0" Nails Sheet it (n Bottom Plate to Floor Q 4 in •.c. bottom edge of panel NA 23A v1 1st Story Wall - line 4 Perforated U 11 in o.c. 7!16' OS c wane! edgeIN2 5" nails Q C •.c. panel edge t 12' •.c. field nailing (interior),hlµ to Q 6 in o.c. C O ON to istStoryWall -lin• 7/16"OSI w/0.131N2.5'nails c O d 'o C -1 394 plf @ 4" o.c. panel edge & 12" column t 1.0' threaded rod to Sheet 12 aori L Se mooted 9 line_A o.c. field nailing (exterior) 3ino.c. (A Y U 1st Story Wall - line plate 1.5' 7/1 C OS i w/ 0.131 "x2.5' nails c `o N -2 111 plf C 6" o.c. panel edge t 12" line_9 V) G Perforated 13601b c.c. field nailing (exterior) 0.131 in x 2-12in naffs c O C 1stStory Will -line_A Sheet 7 7/16"OSI w/0.131"x2.5'nails Plate Connection Y U d 0 across Mateline 108 plf @ 6" o.c. panel edge t 12" N C U Perforated 0plf o.c. field nailing (exterior) (22) 0.14tin x 2.5in nails each c tT 1stStory Wall -line_B -1 7/18"033w/0.131"x2.5'nails strap O c Mateline 65 plf @ 6" o.c. panel edge t 12" U a Perforated o.c. field nailing (exterior) line_2 146 plf 6 in o.c. installed on (2) 2xC SPF 112 steel beam. Connection to Stleet2l (10)0.148'k2.5'nails Q Girder Connection 344If P Studs beam by others. 1st Story Module to 1 st Story to Sill Plate Simpson Strong -Tie LTP4 Foundation - line A Connection-line_1, Ilne_2, 287 plf Cg3 24 In OC (12) 0.131in x 1 1/2in nails 26 line 3tlin• 4 OK SuRcientteResist 0 Sheet 21 Simpson Strong -Tie LTM Note., t d nails = 0.131 " x 2.5", 10d nalls = 0.148" x 3" t 16d na/ls = 0.131 " x 3.25" unless otherwise noted An equal or better corrnection device may be substituted for any conrrection device listed. Staples and Toe -Halls may not be used In Seismic Zones worse than C. Note: 8d nails = 0.131 " x 2.5, 10d nails= 0.148"x3" i 16d nails = 0.131 " x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also ba sheathed and fastened the same as wall below. Desian Summarvlcon'd1 An equal or better connection device maybe substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. All fasteners into sill orate must be corrosion resistant. Location Force Exterior Panel Interior Panel Reference Reference 1st Floor 0.131"x3"toenails. line_A 317 plf 6 in o.c. Roof toVVallPlate Connection 111151b Splices 2 23 C 3985 Ito 0.131"x 3.0' Nails in End - 1st StoryWall d Fastening line -3 Top Plate to Studs t Bottom 1151b Grain. NA 23A a Plate to Studs c Double 2x1 Top Plate - W 1h She et6 (0 E line 1 3 per stud 3ino.c. tv Use 2 rows of fasteners along 0.131"x 3 0" Nails Sheet it (n Bottom Plate to Floor 139 plf bottom edge of panel NA 23A v1 1st Story Wall - line 4 Perforated U 11 in o.c. 7!16' OS c wane! edgeIN2 5" nails Q C •.c. panel edge t 12' •.c. field nailing (interior),hlµ line -2 Q 6 in o.c. C O to istStoryWall -lin• 7/16"OSI w/0.131N2.5'nails c O C -1 394 plf @ 4" o.c. panel edge & 12" column t 1.0' threaded rod to Sheet 12 aori L Se mooted 9 line_A o.c. field nailing (exterior) 3ino.c. 21A Y U 1st Story Wall - line plate 1.5' 7/1 C OS i w/ 0.131 "x2.5' nails c Foundation- line 1 - N -2 111 plf C 6" o.c. panel edge t 12" line_9 Sheet 18 G Perforated 13601b c.c. field nailing (exterior) 0.131 in x 2-12in naffs NA C 1stStory Will -line_A Sheet 7 7/16"OSI w/0.131"x2.5'nails Plate Connection 0 across Mateline 108 plf @ 6" o.c. panel edge t 12" N Sheet 18 U Perforated 0plf o.c. field nailing (exterior) (22) 0.14tin x 2.5in nails each tT 1stStory Wall -line_B -1 7/18"033w/0.131"x2.5'nails strap NA c Mateline 65 plf @ 6" o.c. panel edge t 12" Sheet it a Perforated o.c. field nailing (exterior) line_2 146 plf 6 in o.c. installed on (2) 2xC SPF 112 steel beam. Connection to Stleet2l (10)0.148'k2.5'nails Note: 8d nails = 0.131 " x 2.5, 10d nails= 0.148"x3" i 16d nails = 0.131 " x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also ba sheathed and fastened the same as wall below. Desian Summarvlcon'd1 An equal or better connection device maybe substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. All fasteners into sill orate must be corrosion resistant. Note: ad naffs = 0.131"y 2.5",10d nails = 0.148" x 3" & 16d nails = 0.131 " x 3.25" unless otherwise noted Location Force Connection Fasteners Required Reference Reference 1st Floor 0.131"x3"toenails. line_A 317 plf 6 in o.c. Roof toVVallPlate Connection 111151b Splices 2 23 C 3985 Ito 0.131"x 3.0' Nails in End - 1st StoryWall d Fastening line -3 Top Plate to Studs t Bottom 1151b Grain. NA 23A 0.131inx2-1/2innais Plate to Studs c Double 2x1 Top Plate - W 1h She et6 (0 6andConnection line 1 3 per stud 3ino.c. c Use 2 rows of fasteners along 0.131"x 3 0" Nails Sheet it M N >_ Bottom Plate to Floor 139 plf bottom edge of panel NA 23A fr) 1st Story Wall - line 4 Perforated U 11 in o.c. 7!16' OS c wane! edgeIN2 5" nails Q C •.c. panel edge t 12' •.c. field nailing (interior),hlµ line -2 146 plf 6 in o.c. C O to 1st Story Modulate c O C Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to U O 7/16"OSB/PLYoverlap sill line_A 317pif 3ino.c. 21A Y U plate 1.5' Studs c Foundation- line 1 - N 13t Floor Endwall Mateline- column t 5h" threaded roti to line_9 317 plf G Top Plate to Top Plate/ 13601b Floor Band to Sill 0.131 in x 2-12in naffs NA C Coiling Rim to Coiling Rim Sheet 7 (1) Simpson HDU11-SDS2 5 Plate Connection 0 across Mateline 3014 lb installed on (4) 2x15 SYP 112 N 21A U line 0plf 2 in o.c. (22) 0.14tin x 2.5in nails each tT Use 1 row of fasteners along -1 1 Simpson LSTA30 Straps strap NA c Mateline bottom edge of panel Foundation -line_2 (1) Simpson DTT2Z-SDS2.5 a line_2 146 plf 6 in o.c. installed on (2) 2xC SPF 112 steel beam. Connection to Stleet2l (10)0.148'k2.5'nails Girder Connection 344If P Studs beam by others. 1st Story Module to 1 st Story to Sill Plate Simpson Strong -Tie LTP4 Foundation - line A Connection-line_1, Ilne_2, 287 plf Cg3 24 In OC (12) 0.131in x 1 1/2in nails 26 line 3tlin• 4 OK SuRcientteResist 0 Sheet 21 Simpson Strong -Tie LTM Overhrming Load 1st Storyto Sill Plate 166 plf @ 3C in OC (12) 0.131in x 1 1/2in nails 26 Connection - line Atline 6 Note: ad naffs = 0.131"y 2.5",10d nails = 0.148" x 3" & 16d nails = 0.131 " x 3.25" unless otherwise noted Note: id naffs = 0.131 " x 2.5", 10d nails = 0.148" x 3" L 16d nails = 0.131" x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Location Connection Wall Force Spacing Reference 1st Floor 7116' OSDIPLY Overlap floor line_A 317 plf 6 in o.c. Roof toV!'allStud Connection 408 plf Splices rimjoist e, Shoot 11 C 3985 Ito 16 in o.c. 1st StoryWall d Fastening line -3 317p1f 6ino.c. Stud to Floor 0.131inx2-1/2innais 1 st Flow c Double 2x1 Top Plate - W 1h She et6 (0 6andConnection line 1 0plf 3ino.c. c Use 2 rows of fasteners along - Sheet it M N >_ O 728 plf bottom edge of panel 18A fr) 1st Story Wall - line 4 Perforated U 7n 6" OS I I w/0.131 "x2..5" nail .% (8,12" o.c. panel edge k 12" o.c. fidd nni Ii nA (extrier) - dbl shrds ;S tease 7!16' OS c wane! edgeIN2 5" nails Q C •.c. panel edge t 12' •.c. field nailing (interior),hlµ line -2 146 plf 6 in o.c. C O C 1st Story Modulate c O v Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to U c O 7/16"OSB/PLYoverlap sill line_A 317pif 3ino.c. 21A V plate 1.5' Studs c Foundation- line 1 - c 13t Floor Endwall Mateline- column t 5h" threaded roti to line_9 317 plf 3ino.c. Top Plate to Top Plate/ 13601b Floor Band to Sill 0.131 in x 2-12in naffs NA O Coiling Rim to Coiling Rim Sheet 7 (1) Simpson HDU11-SDS2 5 Plate Connection U across Mateline 3014 lb installed on (4) 2x15 SYP 112 N 21A a line 0plf 2 in o.c. (22) 0.14tin x 2.5in nails each 0 Use 1 row of fasteners along -1 1 Simpson LSTA30 Straps strap NA 0 Mateline bottom edge of panel Foundation -line_2 (1) Simpson DTT2Z-SDS2.5 column t 1/2"threaded rod to line_2 146 plf 6 in o.c. installed on (2) 2xC SPF 112 Note: id naffs = 0.131 " x 2.5", 10d nails = 0.148" x 3" L 16d nails = 0.131" x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Note: dd Malls = 0.131"x 2.5",10d nails = 0.148"x 3" & 16d malls = 0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Too-Nalls may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened this same as wall below. Location Force Exterior Panel Interior Panel Reference 1st Floor Simpson Strong -Tie LSTA12 (10)0.148'x2.5"nails rn Roof toV!'allStud Connection 408 plf Splices (5 each and or strap) Shoot 11 C 3985 Ito 16 in o.c. d Fastening H Endwalls a 1 st Flow c Double 2x1 Top Plate - W 1h Stetter 2 rows of @ 16 in oc E Splices t O .0 u to Q 10631b Sheet it M N >_ 1 st Story Wall - line -3 Segmented 728 plf 7/16" OSB w/ 0.131 "x2.5" nails P 2" o.c. panel edge & 1'." o.c. tidd nailing (micrior) - db1 studs •tD sM; seams 18A fr) 1st Story Wall - line 4 Perforated eat plf 7n 6" OS I I w/0.131 "x2..5" nail .% (8,12" o.c. panel edge k 12" o.c. fidd nni Ii nA (extrier) - dbl shrds ;S tease 7!16' OS c wane! edgeIN2 5" nails Q C •.c. panel edge t 12' •.c. field nailing (interior),hlµ 11A Of O C 1st Story Modulate (30) SDS 1!4'x2.5" screws into v Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to Note: dd Malls = 0.131"x 2.5",10d nails = 0.148"x 3" & 16d malls = 0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Too-Nalls may not be used in Seismic Zones worse than C. Gable wall studs at roof level must be same, size, species and grade as wall below. They must also be sheathed and fastened this same as wall below. Note: 8d nalfs = 0.131"x 2.5', 10d nails = 0.148'x3" 916d nails = 0.131"x3.25" unless otherwise noted An equal orbetter connection device maybe substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Location Force Connection Fasteners Required Reference 1st Floor Simpson Strong -Tie LSTA12 (10)0.148'x2.5"nails rn Roof toV!'allStud Connection 408 plf Splices (5 each and or strap) Shoot 11 C 3985 Ito 16 in o.c. d Fastening H Endwalls c O 1 st Flow c Double 2x1 Top Plate - W 1h Stetter 2 rows of @ 16 in oc U Qr Splices t O .0 C 10631b Sheet it C Sidewalls O U c Of O C 1st Story Modulate (30) SDS 1!4'x2.5" screws into v Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to c O � 1 st Story Module to steel beam. Connection to 21A U U O Studs c Foundation- line 1 - c 13t Floor Endwall Mateline- column t 5h" threaded roti to c Top Plate to Top Plate/ 13601b 1 Simpson LSTA30 Straps (22) 0.14tin x 2.5in nails each NA O Coiling Rim to Coiling Rim �Studs (1) Simpson HDU11-SDS2 5 strap U across Mateline 3014 lb installed on (4) 2x15 SYP 112 N 21A a 1 st Floor Endwall Mateline - Studs (22) 0.14tin x 2.5in nails each 0 Floor Rim to Floor Rim across 1360 lb 1 Simpson LSTA30 Straps strap NA 0 Mateline Foundation -line_2 (1) Simpson DTT2Z-SDS2.5 Note: 8d nalfs = 0.131"x 2.5', 10d nails = 0.148'x3" 916d nails = 0.131"x3.25" unless otherwise noted An equal orbetter connection device maybe substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Note: 1d nails = 0.131"x 2.5", 10d nails = 0.141" x3" A 168 Halls = 0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device fisted. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Note: Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered of 0.131'x3"Nails at 11 in o.c. Location Force Connection Fasteners Required Reference 1st Floor Simpson Strong -Tie LSTA12 (10)0.148'x2.5"nails rn Roof toV!'allStud Connection 408 plf Splices (5 each and or strap) Shoot 11 C 3985 Ito 16 in o.c. d Fastening O Endwalls U 1 st Flow c Double 2x1 Top Plate - W 1h Stetter 2 rows of @ 16 in oc 3 Splices t O .0 to 10631b Sheet it n Sidewalls d c 0 O `o w 1st Story Modulate (30) SDS 1!4'x2.5" screws into N Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to c O � 1 st Story Module to steel beam. Connection to 21A U U O Studs c Foundation- line 1 - c (1)Simpson HDUS-SDS2.5 column t 5h" threaded roti to c 1st Story Module to 354911e installed an (2)2x8SPF 312 steel beam. Connection to Sheet 2l O Foundation- line -4 �Studs (1) Simpson HDU11-SDS2 5 column t 1.0'threaded rod to U 3014 lb installed on (4) 2x15 SYP 112 N 21A a Studs beam by others, 0 1st Story Module to (ilSDS114"x2.5"saewsinto 0 Minimum Lumber Grade and Species is SAF 113 Unless Noted Otherwise Foundation -line_2 (1) Simpson DTT2Z-SDS2.5 column t 1/2"threaded rod to 901 Ib installed on (2) 2xC SPF 112 steel beam. Connection to Stleet2l (10)0.148'k2.5'nails Girder Connection 344If P Studs beam by others. Note: 1d nails = 0.131"x 2.5", 10d nails = 0.141" x3" A 168 Halls = 0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device fisted. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Note: Corner Studs & Built up Column Studs to be fastened together w/2 rows staggered of 0.131'x3"Nails at 11 in o.c. Location Force Sheathing Connection Reference MAIN ROOF: 141 plf 01;7'25"nu'sut6"t c pail,+ ad.1e n611mg and 1Y' o c 6eW Roof Sheathing 7116"OSB (Unblocked) nedi',; Sheol 29 OVERHANGS: rn Shear E 6 in o c. edge &fold Z 0.131'x2.5'nails at tt Wall Sheathing C2plf t 7116" OSB 6"o.c.pone] edge nailing and Sheet 33 W 12' o.c. field nailing Non Shear Wall Suction 269 plf 0.131'x2.5' nails at C' o.c. FlearSheathing S/SinOSB (Unblocksd) panel edge fastening and 12' Sheet 31 o.c. fiel Shear Location Force Connection Fasteners Required Reference 1st Floor Double ZxC Top Plate - No rn Splices C 3985 Ito d Fastening O Endwalls U 1 st Flow c Double 2x1 Top Plate - W 1h Stetter 2 rows of @ 16 in oc 3 Splices t O .0 ar 10631b Sheet it 0 Sidewalls 2 c 0 O w rA 1st Story Modulate (30) SDS 1!4'x2.5" screws into U Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to O 'a+ � 1 st Story Module to steel beam. Connection to 21A (14)SD5114'x2.5'screwsinto Studs c Foundation- line 1 - c (1)Simpson HDUS-SDS2.5 column t 5h" threaded roti to � 1st Story Module to 354911e installed an (2)2x8SPF 312 steel beam. Connection to Sheet 2l O Foundation- line -4 �Studs (1) Simpson HDU11-SDS2 5 column t 1.0'threaded rod to beam by others. 3014 lb installed on (4) 2x15 SYP 112 N 21A V .Q Studs beam by others, 0 1st Story Module to (ilSDS114"x2.5"saewsinto 0 Minimum Lumber Grade and Species is SAF 113 Unless Noted Otherwise Foundation -line_2 (1) Simpson DTT2Z-SDS2.5 column t 1/2"threaded rod to 901 Ib installed on (2) 2xC SPF 112 steel beam. Connection to Stleet2l (10)0.148'k2.5'nails Girder Connection 344If P Studs beam by others. 1st Story Module to Foundation - line A Deed Load of Structure is 344If P Fasten on-site for listed 116 Connection OK SuRcientteResist 0 Sheet 21 be used in Seismic Zones worse than C. Overhrming Load 15t Story Module to Foundation - lin•_D Dead Load ofStructure is OK SutficienttoResist 0 Sheet 21 Note: 1d nails = 0.131" x 2.5", 10d nails = 0.148" x 3" i 16d nails = 0.131" x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe -Nails may not be used in Seismic Zones worse than C. Location Force Sheathing Connection Reference MAIN ROOF: 141 plf 01;7'25"nu'sut6"t c pail,+ ad.1e n611mg and 1Y' o c 6eW Roof Sheathing 7116"OSB (Unblocked) nedi',; Sheol 29 OVERHANGS: rn Shear E 6 in o c. edge &fold Z 0.131'x2.5'nails at tt Wall Sheathing C2plf t 7116" OSB 6"o.c.pone] edge nailing and Sheet 33 W 12' o.c. field nailing Non Shear Wall Suction 269 plf 0.131'x2.5' nails at C' o.c. FlearSheathing S/SinOSB (Unblocksd) panel edge fastening and 12' Sheet 31 o.c. fiel Shear Location Force Connection Fasteners Required Reference 1st Floor Double ZxC Top Plate - No rn Splices C 3985 Ito d Fastening O Endwalls U 1 st Flow Double 2x1 Top Plate - W 1h Stetter 2 rows of @ 16 in oc 3 Splices t 0.131"x 3.0' Nails ar 10631b Sheet it 0 Sidewalls 2 0 w rA 1st Story Modulate (30) SDS 1!4'x2.5" screws into c Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to O 'a+ 6541 Ib installed on (4) 2x6 SPF 1F2 steel beam. Connection to 21A U ar Studs beam by others c c 1st Story Module to (30) SDS 1!4'x2.5" screws into O Foundation- line -4 (1) Simpson HDU11-SDS2 5 column t 1.0'threaded rod to U 3014 lb installed on (4) 2x15 SYP 112 steel beam. Connection b 21A V .Q Studs beam by others, 0 Minimum Lumber Grade and Species is SAF 113 Unless Noted Otherwise Minimum Splice Length is 6 ft 1stStory Wall Stud toFloor SimpsonStrong-TieLSTA12 (10)0.148'k2.5'nails Girder Connection 344If P (5 each and of strap) Overhrming Load 8d Hall s = 0.131'x2.5", 108 Halls = 0.148"x3" i 168 nails = 0.131"x 3.25" unreel otherwise noted An equal or better connection device maybe substituted for arty connection device listed. Location Force Connection Fasteners Required Reference 1st Floor Double ZxC Top Plate - No rn Splices C 3985 Ito d Fastening O Endwalls U 1 st Flow Double 2x1 Top Plate - W 1h Stetter 2 rows of @ 16 in oc 3 Splices t 0.131"x 3.0' Nails ar 10631b Sheet it 0 Sidewalls 2 0 w rA 1st Story Modulate (30) SDS 1!4'x2.5" screws into c Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to O 'a+ Staples and Toe -Nails may not be used in Seismic Zones worse than C. An equal or better corurectlorr device maybe substituted for any connection device listed. St i ples and Toe -Nails may not be used in Seismic Zones worse than C. Note: Corner Studs &Built up Column Studs to be fastened together w! 2 roves staggered of 0.131'x3" Nails at 6 inn c Location Force Connection Fasteners Required Reference Note: id Halls = 0.131 " x 25", lOd Halls = 0.148" x 3" i 168 Halls = 0.!31 " x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connect/on device listed. Staples and Toe -Nails may not Location Force Connection Fasteners Required Reference 1st Floor Double ZxC Top Plate - No rn Splices C 3985 Ito Sheet 19 O Endwalls U 1 st Flow Double 2x1 Top Plate - W 1h Stetter 2 rows of @ 16 in oc 3 Splices t 0.131"x 3.0' Nails ar 10631b Sheet it 0 Sidewalls 2 0 w rA 1st Story Modulate (30) SDS 1!4'x2.5" screws into c Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to O 'a+ 6541 Ib installed on (4) 2x6 SPF 1F2 steel beam. Connection to 21A U ar Studs beam by others c c 1st Story Module to (30) SDS 1!4'x2.5" screws into O Foundation- line -4 (1) Simpson HDU11-SDS2 5 column t 1.0'threaded rod to U 3014 lb installed on (4) 2x15 SYP 112 steel beam. Connection b 21A V .Q Studs beam by others, 0 Minimum Lumber Grade and Species is SAF 113 Unless Noted Otherwise Minimum Splice Length is 6 ft 1stStory Wall Stud toFloor SimpsonStrong-TieLSTA12 (10)0.148'k2.5'nails Girder Connection 344If P (5 each and of strap) 118 (d 16inoc Floor Gird er to Found ation 344If P Fasten on-site for listed 116 Connection load ples and Toe -Nails may not be used in Seismic Zones worse than C. Note: Corner Studs &Built up Column Studs to be fastened together w! 2 roves staggered of 0.131'x3" Nails at 6 inn c Location Force Connection Fasteners Required Reference Note: id Halls = 0.131 " x 25", lOd Halls = 0.148" x 3" i 168 Halls = 0.!31 " x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connect/on device listed. Staples and Toe -Nails may not 8d Halls = 0.131"x 2.5", lOd Halls = 0.141" x3" i 168 Halls = 0.131"x3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device !!sled. Staples and Toe -Nails may not be used In Seismic Zones worse than C. GENERAL NOl ES: C�kl 1. ITEMS NOICD WITH A SINGLE ASTERISK (*) SHALL BE PROVIDCD BY SIMPLEX, SHIPPED LUOSI_, AND INSTALLED DURING THC SIT BY SCT CROW AT THE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WITH A DOUBLE ASTI RISK (**) SHALL dl PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED BY THE BUILDER Ai THE JOB SI I C, PCR LOCAL CODES. 3. ITEMS NOTED WI II I A 1 RIPLF ASTERISK (#**) SHALL BE PROVIDED AND INSIALLCD BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 4. ITCMS NOICD WIIII LOUR ASTERISK (****) SHALL BE PROVIDCD AND INSIALLCD BY 1111 SET CROW AT THC JOB SITE, PER LOCAL CODI_S. 5. ELEVATIONS AS SHOWN HERE MAY Vi,RY AND/OR BE TYPICAL Of CONSTRUCTION ONLY, IN ALL CASLS RCFI R TO HOUSE ORUCR AND FLOOR PLAN(S) FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LCNGIII OF I10MC. 6. II IS IIIC BUILDCR RESPONSIBILITY TO CiJSURC ALL WORK TO BE DONE ON-SIIC BY THC BUILDCR, AND/ OR HIS AGENTS, IS 10 BE UONC IN A WORKMAN LIKE MANNi R IN ACCORUANCI WIIII ALL APPLICABLC BUILDING CODCS AND REGULATIONS. DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Co�mpo�ne_nt/ J�ldl�� ��.�-13 Manufacturer's No. Application No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturers facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. All site related work must be reviewed for approval by the total Code Enforcement Official. Ronald E. Plaster Miriam McGiver STRUCTURAL DETAILS Location Force Member Sizes Splice Conn. If Req. Reference 1st Floor Double ZxC Top Plate - No rn Splices C 3985 Ito Sheet 19 O Endwalls U 1 st Flow Double 2x1 Top Plate - W 1h Stetter 2 rows of @ 16 in oc O Splices t 0.131"x 3.0' Nails C 10631b Sheet it c Sidewalls O U � c 1st Story Modulate (30) SDS 1!4'x2.5" screws into � Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to � � 6541 Ib installed on (4) 2x6 SPF 1F2 steel beam. Connection to 21A � Studs beam by others O 0 1st Story Module to (30) SDS 1!4'x2.5" screws into s CL Foundation- line -4 (1) Simpson HDU11-SDS2 5 column t 1.0'threaded rod to n_ 3014 lb installed on (4) 2x15 SYP 112 steel beam. Connection b 21A D Studs beam by others, Minimum Lumber Grade and Species is SAF 113 Unless Noted Otherwise Minimum Splice Length is 6 ft be used in Seismic Zones worse than C. 8d Halls = 0.131"x 2.5", lOd Halls = 0.141" x3" i 168 Halls = 0.131"x3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device !!sled. Staples and Toe -Nails may not be used In Seismic Zones worse than C. GENERAL NOl ES: C�kl 1. ITEMS NOICD WITH A SINGLE ASTERISK (*) SHALL BE PROVIDCD BY SIMPLEX, SHIPPED LUOSI_, AND INSTALLED DURING THC SIT BY SCT CROW AT THE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WITH A DOUBLE ASTI RISK (**) SHALL dl PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED BY THE BUILDER Ai THE JOB SI I C, PCR LOCAL CODES. 3. ITEMS NOTED WI II I A 1 RIPLF ASTERISK (#**) SHALL BE PROVIDED AND INSIALLCD BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 4. ITCMS NOICD WIIII LOUR ASTERISK (****) SHALL BE PROVIDCD AND INSIALLCD BY 1111 SET CROW AT THC JOB SITE, PER LOCAL CODI_S. 5. ELEVATIONS AS SHOWN HERE MAY Vi,RY AND/OR BE TYPICAL Of CONSTRUCTION ONLY, IN ALL CASLS RCFI R TO HOUSE ORUCR AND FLOOR PLAN(S) FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LCNGIII OF I10MC. 6. II IS IIIC BUILDCR RESPONSIBILITY TO CiJSURC ALL WORK TO BE DONE ON-SIIC BY THC BUILDCR, AND/ OR HIS AGENTS, IS 10 BE UONC IN A WORKMAN LIKE MANNi R IN ACCORUANCI WIIII ALL APPLICABLC BUILDING CODCS AND REGULATIONS. DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Co�mpo�ne_nt/ J�ldl�� ��.�-13 Manufacturer's No. Application No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturers facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. All site related work must be reviewed for approval by the total Code Enforcement Official. Ronald E. Plaster Miriam McGiver STRUCTURAL DETAILS Location Force Member Sizes Splice Conn. If Req. Reference 1st Floor Double ZxC Top Plate - No rn Splices C 3985 Ito Sheet 19 O Endwalls U 1 st Flow Double 2x1 Top Plate - W 1h Stetter 2 rows of @ 16 in oc O Splices t 0.131"x 3.0' Nails C 10631b Sheet it c Sidewalls O U � c 1st Story Modulate (30) SDS 1!4'x2.5" screws into � Foundation -tn• 3 - (1)Simpson HDU11-SD525 column t 1.0' threaded rod to � � 6541 Ib installed on (4) 2x6 SPF 1F2 steel beam. Connection to 21A � Studs beam by others O 0 1st Story Module to (30) SDS 1!4'x2.5" screws into s CL Foundation- line -4 (1) Simpson HDU11-SDS2 5 column t 1.0'threaded rod to n_ 3014 lb installed on (4) 2x15 SYP 112 steel beam. Connection b 21A D Studs beam by others, Minimum Lumber Grade and Species is SAF 113 Unless Noted Otherwise Minimum Splice Length is 6 ft 8d Halls = 0.131"x 2.5", lOd Halls = 0.141" x3" i 168 Halls = 0.131"x3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device !!sled. Staples and Toe -Nails may not be used In Seismic Zones worse than C. GENERAL NOl ES: C�kl 1. ITEMS NOICD WITH A SINGLE ASTERISK (*) SHALL BE PROVIDCD BY SIMPLEX, SHIPPED LUOSI_, AND INSTALLED DURING THC SIT BY SCT CROW AT THE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WITH A DOUBLE ASTI RISK (**) SHALL dl PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED BY THE BUILDER Ai THE JOB SI I C, PCR LOCAL CODES. 3. ITEMS NOTED WI II I A 1 RIPLF ASTERISK (#**) SHALL BE PROVIDED AND INSIALLCD BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 4. ITCMS NOICD WIIII LOUR ASTERISK (****) SHALL BE PROVIDCD AND INSIALLCD BY 1111 SET CROW AT THC JOB SITE, PER LOCAL CODI_S. 5. ELEVATIONS AS SHOWN HERE MAY Vi,RY AND/OR BE TYPICAL Of CONSTRUCTION ONLY, IN ALL CASLS RCFI R TO HOUSE ORUCR AND FLOOR PLAN(S) FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LCNGIII OF I10MC. 6. II IS IIIC BUILDCR RESPONSIBILITY TO CiJSURC ALL WORK TO BE DONE ON-SIIC BY THC BUILDCR, AND/ OR HIS AGENTS, IS 10 BE UONC IN A WORKMAN LIKE MANNi R IN ACCORUANCI WIIII ALL APPLICABLC BUILDING CODCS AND REGULATIONS. DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Co�mpo�ne_nt/ J�ldl�� ��.�-13 Manufacturer's No. Application No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturers facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. All site related work must be reviewed for approval by the total Code Enforcement Official. Ronald E. Plaster Miriam McGiver STRUCTURAL DETAILS Location Force Member Sizes Splice Conn. If Req. Reference 1st Floor Double ZxC Top Plate - No Splices 3985 Ito Sheet 19 Endwalls 1 st Flow Double 2x1 Top Plate - W 1h Stetter 2 rows of @ 16 in oc Splices t 0.131"x 3.0' Nails 10631b Sheet it Sidewalls a O U E m n s CL n_ D Minimum Lumber Grade and Species is SAF 113 Unless Noted Otherwise Minimum Splice Length is 6 ft 8d Halls = 0.131"x 2.5", lOd Halls = 0.141" x3" i 168 Halls = 0.131"x3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device !!sled. Staples and Toe -Nails may not be used In Seismic Zones worse than C. GENERAL NOl ES: C�kl 1. ITEMS NOICD WITH A SINGLE ASTERISK (*) SHALL BE PROVIDCD BY SIMPLEX, SHIPPED LUOSI_, AND INSTALLED DURING THC SIT BY SCT CROW AT THE JOB SITE, PER LOCAL CODES. 2. ITEMS NOTED WITH A DOUBLE ASTI RISK (**) SHALL dl PROVIDED BY SIMPLEX, SHIPPED LOOSE, AND INSTALLED BY THE BUILDER Ai THE JOB SI I C, PCR LOCAL CODES. 3. ITEMS NOTED WI II I A 1 RIPLF ASTERISK (#**) SHALL BE PROVIDED AND INSIALLCD BY THE BUILDER AT THE JOB SITE, PER LOCAL CODES. 4. ITCMS NOICD WIIII LOUR ASTERISK (****) SHALL BE PROVIDCD AND INSIALLCD BY 1111 SET CROW AT THC JOB SITE, PER LOCAL CODI_S. 5. ELEVATIONS AS SHOWN HERE MAY Vi,RY AND/OR BE TYPICAL Of CONSTRUCTION ONLY, IN ALL CASLS RCFI R TO HOUSE ORUCR AND FLOOR PLAN(S) FOR ACTUAL QUANTITY AND LOCATION OF DOOR(S) AND WINDOWS, AND ACTUAL WIDTH AND LCNGIII OF I10MC. 6. II IS IIIC BUILDCR RESPONSIBILITY TO CiJSURC ALL WORK TO BE DONE ON-SIIC BY THC BUILDCR, AND/ OR HIS AGENTS, IS 10 BE UONC IN A WORKMAN LIKE MANNi R IN ACCORUANCI WIIII ALL APPLICABLC BUILDING CODCS AND REGULATIONS. DEPARTMENT OF STATE CODES DIVISION ALBANY, NY 12231-0001 Stamp of Approval for a System, Model, or Co�mpo�ne_nt/ J�ldl�� ��.�-13 Manufacturer's No. Application No. Date of Approval NOTICE: This approval is applicable only to those components of the factory manufactured buildings that are fabricated and assembled in the factory manufacturers facility. This approval shall not relieve the manufacturer from responsibility for deviations, errors, or omission from the approved documents. All site related work must be reviewed for approval by the total Code Enforcement Official. Ronald E. Plaster Miriam McGiver STRUCTURAL DETAILS