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Home My WebLink About36943-Z zrmr yplrFO( Town of Southold Annex 6/30/2014 P.O. Box 1179 54375 Main Road �+ Southold, New York 11971 l f CERTIFICATE OF OCCUPANCY No: 36994 Date: 6/30/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 950 Oak St, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 136.-1-37 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/25/2012 pursuant to which Building Permit No. 36943 dated 1/25/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations including covered porch deck and partially finished basement with bathroom to an existing one family dwelling as applied for per ZBA#6389 dated 8/18/11 and New York State Petition#2013-0374 The certificate is issued to Macco,Michael (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0037 3/29/13 ELECTRICAL CERTIFICATE NO. 36943 4/3/13 PLUMBERS CERTIFICATION DATED 1/30/14 Bill Gremler, Jr. Au 0 ' Sature 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) Permit#: 36943 Date: 1/25/2012 Permission is hereby granted to: Macco, Michael 242 Southdown Rd Lloyd Harbor, NY 11743 To: Demolition, Additions & Alterations to a Single Family Dwelling; Living Room, Dining Room, Kitchen, Foyer, 3 Bedrooms, 4 Baths, Fireplace, Deck, Covered Porch, Workout Room, Mechanical Room, Storage, as applied for. At premises located at: 950 Oak St SCTM # 473889 Sec/Block/Lot# 136.-1-37 Pursuant to application dated 1/25/2012 and approved by the Building Inspector. To expire on 7/26/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,999.20 Total: $2,049.20 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: I. 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. /.I V New Construction: Old �oyr�Pre-existing Building: (check one) Location of Property: t } House No. Street Hanfje Owner or Owners of Property: V�� C Suffolk County Tax Map No 1000, Section b Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary jjCertificate Final Certificate: (check one) Fee Submitted: $ V A plicant Signature g�ff01,� Town Hall Annex p� CeGy Telephone(631) 765-1802 54375 Main Road a Fax (631) 765-9502 P.O. Box 1179 G Southold, NY 11971-0959 ��1y �a0� roper.richert(a)-town.southold.nv.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Macco Address: 950 Oak St City: Cutchogue St: NY Zip: 11935 Building Permit#: 36943-36925 Section: 136 Block: 1 Lot: 37 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat oil Duplec Recpt 53 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 15 Smoke Detectors 8 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 33 CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt 1-60E Fluorescent Fixture Pumps Transformer AppliancesP54 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 11 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 5-ARC fault circuit breakers, 5-exhaust fans, 3-paddle fans, 1-sauna (30a) landscape lighting Notes: Inspector Signature: Date: April 3 2013 Electrical Certificate.xis Town Hall Annex 54375 Main Road Telephone(631)765-1$02 N Fax(631).765-95'02 � P.O.Box 1179 G - Southold,New York 11971-0959 BUILDING DEPARTMENT TONT OF SOUTHOLD CERTIFICATION Date: Building Permit No. 6 Owner: (Please print) Plumber: (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of lead. (Plumbers Signature) Swom to before me this day of\ l 20 j CONNIE D.BUNCH Notary PUWie,State of New York No.01 SU61 MM ouaRW in Molk County Notary Public, U Count Commission Expires April 14,2�9L Y ITECNOLOGIES ARCHITECTURE PLANNING CONSTRUCTION SERVICES 13405 Main Road,Mattituck, New York 11952 631.298.1129 fax:631.298.1128 P.O.Box 93 March 7,2013 Building Department Town of Southold MAR -6 2013 53095 Main Road P.O. Box 1179 BL DG.DEPT. T I.% OF SOUTHOM Re: Mr. Michael Macco 950 Oak St. Cutchogue,MY 11971 S.C.T.M# 1000-136-01-37 B.D. # 369432 To Mr. Mike Verity: This letter& stamped drawings are in response to your final inspection at the Macco Residence. The room in the basement(with no closet and adjacent to the mechanical rm.) will be used for storage only and not as a bedroom. The hearth upstairs in the living rm. was existing and cut down to the width that is shown on the drawing. Thank you for your time and consideration. If you have any additional questions regarding this request please give us a call at (631) 298-1129. Please send all correspondences to: Frank Notaro P. V Frank Ntt�ra i :' �?� Gy�3� �o��oFso�ryo6 l * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOU ION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR (F REMARKS: DATE INSPECTOR 1 �o�pOF SOHr� 3 6q TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING STRAPPING [ ] FINAL [ ] FlREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION I I FIRE RESISTANT CONSiR11CT10N [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: J DATE 'j � - P- INSPECTOR ��6� '^ TOWN OF SOUTIIOLD BUILDING DEPT. 765-1802 INSPECTI N [ ] FOUNDATION 1ST [ OUGFI PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE 4 CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE nEsIsruNr Constnuc'non [ J FIRE aEsistanr PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: �` ( n � eel —mss, DATE � `� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION XELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR�� Co TOWN OF SOUTFIOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 7ST [ LBG. [ ] FOUNDATION 2ND [ yTivu SOLATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE -, � 7 l Y INSPECTOR 36 TOWN OF SOUTFIOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ FRAMING/STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: Z-0 DATE �' �' 3 INSPECTOR OF SO(/r�o6 l.Y 11 y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE RKS: •�-- a DATE INSPECTOR Of SOOry06 3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ) FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ XELECTRICAL (FINAL) REMARKS: DATE 3 INSPECTOR)r---V� of so TOWN OF SOUTNOLD BUILDING DEPT. 768.1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ON [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ! l� l INSPECTOR �I�;M t t�t�fa,,al�.o .N. � � • I a� PLUMMING OWN S STATE ENERGY CODE orn /,Ems'' .. - ------ ------- ME--------------- NTS YX Wd 77M 23A �i��iraw., - it fOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT n /_ g67 Do you have or need the following,before applying? TOWN HALL �l ( (E� Board of Health SOUTHOLD,NY 11971 P�/ C4 sets of Building Plans TEL: (631) 765-1802 ` Planning Board approval FAX: (631) 765-9502 L Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form p xx N.Y.S.D.E.C. Trustees _ Flood Permit Examined l �,20 �� ' 'E Storm-Water Assessment Form APPRoU f o2� �o �£5/SEN EJ Contact: Approved ' 17 20 �' G ,q6� Mail to: Disapproved a/c; �lp ve� Phone: Expiration 7 a- ,20_ (k'�s�� IV '�� lop Building Inspector APPLICATION FOR BUILDING PERMIT Date 15-1 Z- , 20 11 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot 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, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of ap lican or name,if a corporation) (Mail' g address of applican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder tic 1� Name of owner of premises rt-�1c (�. M,�P.�l✓id (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: pkv- 46 L; Ho se Number Street Hamlet County Tax Map No. 1000 Section_1 �0 ,, T.' ' 'c , ...� Lot Subdivision Filed Map No: Lot _ _- ;.. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyL I�_•cam L .L}d b. Intended use and occupancy � 1� I 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ' ' - 4. Estimated Cost 6270 Fee A C-� ription) (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor N� If garage, number of cars _ __ -$- 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of exi'st tru es, if any: Front I • Rear I •°� Depth . Height -? Number of Stories .-+•lam' C--�� Dimensions of me strujctu with alterations or ad�io s: Front 17.4 Rear 7. Depth' �:•• eight �' ��Number of Stories^ 8. Dimensions of entire ne c struction: Front 's7• `� Rear 7• Depth 3 `w �'v1psov. Height �✓� � T � v. Number of Stories z 9. Size of lot: Front 7�� Rear 7'5.7I Depth o�G�J•- � 10. Date of Purchase Name of Former Owner a.:0 .A 11. Zone or use district in which premises are situated fe-.-fa 12. Does proposed construction violate any zoning law,ordinance or regulation?YES_NO 13.Will lot be re-graded?YES /NO Will excess fill be removed from premises?YES -�-INO 14.Names of Owner of premises • M• � Address Gc� �� :• hone No.&51 Name of Architect — "!Tt+ f Address �`'o� =None one No-6-1b,(•VI lel •l l�i°� Name of Contractor T Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES ✓ NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant *me of individual signing contract)above named, (S)He is theib(1 tg (Condictor,Agent,C rporate 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 xp before me this p; day of 201 H.TANDY Notary Public Ulfttwy Public,State Of New York I Signature of Applicant No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 7601 DATE: JULY 20,2011 ISSUED TO: MICHAEL MACCO PROPERTY ADDRESS: 950 OAK STREET,CUTCHOGUE SCTM# 136-1-37 AUTHORIZATION M1 Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on July 20,20111 and in consideration of application fee in the sum of$250.00 paid by Michael Macco and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish the existing roof addition 5'-6"wide on south side r of existing dwelling over first and second-floors, new porch on south side of existing dwelling, and install drywells to contain storm water run-off; with the condition that a non-turf buffer is installed beginning parallel along the existing gravel walkway seaward and to be maintained; and as depicted on the survey prepared by Peconic Surveyor, P.C.,last dated May 2,2011, and stamped approved on July 20, 2011. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. �gUFFDI t �;. = 1 11 i Mt, _ ,, John M. Bredemeyer III, Presidentc Town Hall Annex Michael J. Domino, Vice-President 54375 Route 25 James F. King P.O. Box 1179 Charles J. Sanders Southold, NY 11971 Dave Bergen1O�' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD JUN , 6 2014 B!DG TMIPh OF S0AH0LD CERTIFICATE OF COMPLIANCE #0957C Date: March 7.2014 THIS CERTIFIES that the demolition ofihe existing roof addition 5'-6"wide on the south side of the existing dwelling over'the first and second-floors new porch on south side of dwelling,• installation of daLvells,• non-turf buffer beginning muillel'along existing gravel walkway seaward At 950 Oak Street.Cutchogue, New York Suffolk County Tax Map# 136-1-37 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 312011 pursuant to which Trustees Wetland Permit#7601 Dated July 20,2011,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the existin g roof addition 5'-6"wide on the south side of the existing dwelling over the first and second-floors new porch on south side of dwelling• installation of drywells; non-turf buffer beginning RKWIel along existing gravel walkway seaward. The certificate is issued to MICHAEL MACCO owner of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 _ SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 oboe Phone: (631) 444-0365 - Fax: (631) 444-0360 _ Website: www.dec.ny.gov Joe Martens Commissioner June 14, 2011 TIDAL WETLAND LETTER OF NO JURISDICTION Michael Macco 135 Pinelawn Road Melville, NY 11747 Re: Application # 1-4738-04050/00001 Facility — 950 Oak Street, Cutchogue SCTM # 1000-136-1-37 Dear Mr. Macco: Based on the information you submitted, the Department of Environmental Conservation has determined that the property which is landward of the 14 foot elevation contour, as shown on the survey prepared by John Metzger, last revised 5/2/11, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, 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 disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the resoonsibilitv of obtainina anv necessary permits or approvals from other agencies or local municipalities. v Sincerely, Me44� ark Carrara Deputy Permit Administrator cc: Frank Notaro, Arch itecnologies BOH -TW File FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 27, 2011 TO: Frank Notaro for M Macco POBox 93 Mattituck, NY 11952 Please take notice that your application dated May 13, 2011 For permit for a reconstruction of an accessory garage at Location of property 950 Oak Street, Cutchogue,NY County Tax Map No. 1000 - Section 136 Block 1 Lot 37 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Art. III Sec. 280-15: In the case of a waterfront parcel, accessory buildings & structures may be located in the front yard, provided that such buildings... meet the front yard principal setback... and the side yard setback requirements for accessory buildings in Section B. On a 19,900 sq. ft. parcel int the:R4Q/zone the principal required front yard setback is 35'. On lots less than 20,000sq. ft.,the side yard setback iswit a maximum eig t o2 ' The accessory garage is setback isfrom the ont yar . The side yard setback is 15'. And the proposed height is 259499 . Patricia Conklin, Permit Examiner BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson *QF SD(/r53095 Main Road •P.O.Box 1179 �O !O Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P. Goehringer N Town Annex/First Floor,Capital One Bank George Horning iQ 54375 Main Road(at Youngs Avenue) Ken SchneiderOI,Y`,oU Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS ` l� TOWN OF SOUTHOLD D Tel.(631)765-1809•Fax(631)765-9064 AUG 2 4 2011 FINDINGS,DELIBERATIONS AND DETERMINATIO MEETING OF AUGUST 18'2011 nF�T ZBA FILE No.: 6489 NAME OF APPLICANT: Michael J. Macco SCTM#1000-136-1-37 PROPERTY LOCATION: 950 Oak St. (adj.to East Creek, aka Eugene's Creek) Cutchogue NY 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 steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 28, 2011 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: The variance relief requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property contains 19,900 Sq. Ft. and is improved with a two-story framed house and accessory two car garage. It has 75.00 feet of frontage on Oak Street, 262.31 feet along the northern property line, 75.24 feet on East Creek (Eugene's Creek) and 268.35 feet along the southern property as shown on the survey dated June 10,2011 prepared by Peconic Surveyors,PC. BASIS OF APPLICATION: Request for Variances from Article III Code Section 280-15 and the Building Inspector's May 27, 2011 Notice of Disapproval based on an application for building permit to reconstruction an accessory garage at: 1) less than the code required front yard setback of 35 feet, 2) less than the code required side yard setback of 20 Feet,3)more than the code required maximum height of 22 feet. RELIEF RE UESTED: The applicant proposes to recon*20fee essory garage by changing the existing ihe roof to a hip roof thereby raising the roof linehere the code permits a maximum height and proposes to maintain the existing front yard feet here the code requirs35feet d ting side yard setback o=felt where the code requiI. ADDITIONAL INFORMATION: This property had received a prior conditional ZBA arant # 1867 in 1974, for the accessory garage in the front yard with a southerly side yard setback ono closer than 15 feet and a front yard setback of no closer than 30 feet. And again in 1984, a conditional grant # 3279 for an addi on of a tool shed to I the accessory garage which appears to have been removed. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application August 4, 2011 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and • Page 2—August 18,2011 ZBA File#6489-Macco CTM: 1000-136-1-37 surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because changing the roof line from a flat mansard roof to a hip roof will help to make the garage blend with neighboring structures already constructed with hip and sloping roofs. Many neighboring water front properties have two-story garages in the front yard. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the garage was constructed with non-conforming setbacks though the benefit of a previous variance granted in 1974 by the ZBA. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is not substantial because after removing the mansard style flat roof the mass of the structure will be reduced. The requested relief represents a 15% variance for the height of the accessory structure. The existing setbacks were previously granted a variance in 1974 and are not considered substantial. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. This building has existed in the present location since 1974 without any apparent harm to the community and the new roof line will be more in line with the style of the existing buildings in the neighborhood. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created because the existing flat roof is adequately doing the job of acting as a cover for the building. However, changing the roof line will give the garage a more appealing look that will fit in with the neighborhood. 6.Town Law 4267-b. Grant of is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an enlarged garage 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 Member Weisman (Chairperson), and duly carried,to GRANT, the variance as applied for, and shown on the survey and dated e10, 20 1 prepared by Peconic Surveyors P.C. and architectural plans prepared by Architecnologies dated 6-12-11 as G No. A-1-E and 6-13- 11 as DWG No. A-2. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. 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 alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman(Chairperson), Horning, Goehringer, Diniaio, Schneider. This Resolution was duly adop ed(5-0). t Leslie Kanes Weisman, Chairperson Approved for filing /dv),� /2011 STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M. CUOMO9 9 E CESAR A. PERALES v-s.a u GOVERNOR ALB -�2 001 SECRETARY OF STATE STATE OF NEW YORK—DEPARTMENT OF A JAI 11 2014 In the Matter of the Petition of: DECISION Robert Kacperski BU)r,. DEBT For a Variance to the New York State TOV/N of SoUTHOf_D PETITION NO. 2013-0374 Uniform Fire Prevention & Building Code -- --- Upon the application of Robert Kacperski, filed pursuant to 19 NYCRR 1205 on August 14, 2013 and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to an addition and alterations to an existing one-family dwelling, two stories in height, Type VB construction, approximately 2,380 square feet in area, located at 950 Oak Street, Cutchogue, Town of Southold, County of Suffolk, State of New York. Relief is requested from: 19 NYCRR Part 1220, Residential Code of New York State(2010),Section R 310.2, which stipulates that the minimal horizontal area of the window well shall be 9 square feet,'with a minimum horizontal projection and width of 36 inches. The area of the window well shall allow the emergency escape and rescue opening to be fully opened. [The petitioner requests to relief to permit the minimum horizontal projection of window wells to be only 30 inches.] FINDINGS OF FACT 1. The building that is the subject of this petition has undergone an addition and alterations. In doing so, habitable space and sleeping rooms were constructed within the basement. 2. Emergency escape and rescue openings were provided for the sleeping rooms in the form of windows conforming to section R310.1 of the Residential Code of New York State(RCNYS)with exterior window wells. However, the window wells were constructed with a horizontal projection of only 30 inches clear. 3. The window wells in question have been constructed with an interior width of 5 feet so that the wells have a horizontal area of approximately 12.5 square feet. The larger horizontal area should provide greater maneuverability within the wells to compensate for the loss of the required 36 inch projection. 4. The Petitioner has stated that the window wells were constructed shorter than required because of physical WWW.DOS.NY.GOV E-MAIL:INF0@D0S.NY.G0V Petition No 2013-0374 Page 2 limitations within the site. 5. The Petitioner has proposed that the window wells, as built, will allow the emergency escape and rescue windows to be fully opened as required. 6. The Petitioner proposes that the addition and alterations, including all other aspects of the window wells, will be compliant with all other applicable provisions of the Residential Code of New York State. 7. The local code enforcement official has been consulted in this matter and does not object to the granting of a routine variance under the provisions of 19 NYCRR 1205. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would be unnecessary in light of the alternative, which is the larger constructed width within the window wells that will aid in the maneuverability within the wells. This alternative will ensure the achievement of the Code's intended objective, such that granting a variance would not substantially adversely affect the Code's provisions for healthy, safety and security. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR Part 1220, Section R310.2, to permit the minimum horizontal projection of window wells to be only 30 inches; be and hereby PROPOSED TO BE GRANTED with the following conditions: 1. That that the window wells, as built, will allow the emergency escape and rescue windows to be fully opened as required. 2. That addition and alterations, including all other aspects of the window wells, will be compliant with all other applicable provisions of the Residential Code of New York State. This DECISION is issued under 19 NYCRR 1205.6. Unless objected to by the petitioner in writing received by the Department, the decision shall become FINAL after fifteen days of receipt of the decision by the parties This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. Ronald . Piester, A.I.A., Director Division of)3uilding Standards and C es DATE://7// RAS: nc s NYS DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Variance Attest List Petition No: 2013-0374 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call(518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. MICHAEL VERITY TOWN OF SOUTHOLD BLDG DEPT _J JAN 13 2014 53095 MAIN ROAD , PO BOX 117977------� SOUTHOLD, NY 11971 MICHAEL MACCO 950 OAK STREET CUTCHOGUE, NY 11935 ROBERT KACPERSKI 478 MARCY AVENUE RIVERHEAD, NY 11901 08/20/2013 Page 1 of 1 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.M THE FOLLOWING ACTIONS MAY REQUiRE THE SUBMISSION OF A 1 lA� (clod is 4, el 3� S O -WATER.GRADING, IN AN ROS ON O ROL LAN MiMR- ec on � —CLo CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within / I Will this Project Retain All Storm-Water Run-Orf o�tq.0.9 Generated by a Two(2)Inch Rainfall on Site? the Scope of Work for Proposed Construction) ` (S.F./Aam) (This Item will include all run-off created by site /E1b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed �*0 t7 Site Improvements and the permanent creation of construction actively? Impervious surfaces.) (3.F.I Amu) / Z Doors the Site Plan and/or Survey Show All Proposed ,/// PROVIDE-BRIEF PROJECT DESCRIPTION ( dPawam ) Drainage Structures Indicating Size&Location?This — Item shall Include all Proposed Grade Changes and E1 Wpes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion / and sediment control practices that will be used to _ a control site.erosion and storm water discharges. This Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or / Excavation where there is a change to the Natural � Y—/ Existing Grade involving more than 200 Cubic Yards of Material within any Parcel? 5 W HI this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand a — (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees Jurlsdlction General OKC SWPPP Remiraments: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP Is required for all Construction activities involving soil Beach? disturbances of one(t)or more acres; including disturbances of less than one acre that 7 Will grate be Site preparation on Existing Grade Slopes are pari of a larger common plan that w7 ultimately disturb one or whore acres of lend; which Exceed Fifteen(15)feet of Vertical Rise to including Construction activities involving sail disturbances of lass then one(1)acre where the DEC hes detannlned that a SPDES perk Is required for storm water discharges. One Hundred(100')of Horizontal Distance? — (SWPPP's Shall meat the Minimum Rectuiremernts of the SPOES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No,GP-0.10-001.) Surfaces be Sloped to Direct Stoat-Water Run-OffF-1 ".The SWPPP shalt be prepared prior to the submittal of the Not.The Not shell be Into and/or In the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shag describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants In storm water discharges and to assure item Within the Town Right-of-Way or Road Shoulder compliance with the tars and conditions of this permit.In addition,the SWPPP shat Area?frbl.INm wtu NOTrncmd.ur sutarlanbek orOm�w.r Athnhra) _ Identify potential sources of pollution which may reasonably be expected to afbect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine Is Answered with a Check Mark 3.AN SWPPPs that require the post-construction storm water management practice in a Box and the eonsiructlon site disturbance Is between 6,000 S.F.31 Ave in arae, component shall be prepared by a qualiffed Design Professional Licensed in New York a Storm-Water,Grading,Drainage 6 Erosion control Plan is Required by the Town of that is knowledgeable in the principles and practices of Stomp Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit (NOTE: A Check Mark 4)and/or Answer for each Question Is Required for a Complete Applicalon) STATE OF NEW YORK, COUNTY OF... .................... .........SS That I, .. ik;dwiiei$ �ij..................being duly sworn,deposes and says that he/she is the applicant for Permit, Andthat he/she is the .......................................... .. .............................................................. (Owner,Contractor,Agent,Corporate Officer,at-� Owner and/or representative of the 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 herewith. Sworn to b1efore me this; NotaryPublic: ................... ............................. ....... ........................................................................... (Signature of AppAcant) FORM - 06/90 Notary Public, State Of New York No. 01 TA6086001 Oualified In Suffolk County Commission Expires 01/13/20 1 — �& . y L. so�lyo 4 lG W� Town Hall Annex Telephone(631)765-1802 54375 Main Road G. (631)76u5 roo Q P.O.Box 1179 rhlo ny.us Southold,NY 11971-0959 Q um, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: .2 3 Company Name: n� ..S �C ECI—m C— Name: 1 p 9 --,C,,�' v F12 Gz-(a Lc.0 License No.: 8 ,G Adddress: ,f7. o . Q.o x So u Tk o t-j:4 /) Lq 71 - Phone No.: JOBSITE INFORMATION: (`Indicates required information) *Name: M/k46S &A (fe4 *Address: g�'b &Ah! *Cross Street: j t c s._UAJ *Phone No.: 9 --1/dL 2 Permit No.: _ 3(� L7z/3 Tax Map District: 1000 Section: t )(o Block: l Lot: 3 7 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �oc1S GlJf� G A45 W 1.Z1 Al G (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 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT D TION Mn E C E 82-Request for Inspection Form I U UL — �00 BLDG.DEPT. TOWN OF SOUTNOIQ_ • ITECNOLOGIES ARCIUM=ME PLANNING CONSTRITCNONSP.RVICPS 13405 Main Roel,Mattituck, New York 11952 631.298.1129 fax:631.298.11.28 P.O.BOX 93 May 15, 2011 1, Michael J. Macco, 950 Oak Street, Cutchogue, N.Y. 11952, do hereby authorize Frank_Notaro (architect) to apply for permit's) from any state or local agents on my behalf for property located at: 950 Oak Street Cutchogue; New York *pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 CA Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD January 28, 2014 Michael Macco 950 Oak St Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The7�A'*'ppl ing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: ication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. / Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) ✓ Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: BP 36943 — Add itions/Alterations SO(/ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 • �� 1��0UNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 16, 2014 Michael Mapco 950 Oak St Cutchogue�NY 11935 This letter is to inform you that the Building Permit Renewal letter that you recently received was generated to the wrong Building Permit Number. Instead of #36943 it should have been#36925. I have enclosed the correct renewal letter. Sorry for any confusion. I have also enclosed the check list of items that need to be completed for building permit # 36943, so that your Certificate of Occupancy(CO) can be processed. Please call the Building Department at 765-1802 if you have any further questions. Thank You, Southold Building Department -------------- Gff�tl�'E, B. P. .3 6 ,7 BUILDING PERMIT EXAMINER CHECKLIST j'Date Submitted: r o2 Date Reviewed: Applicant: /�� Owner: Architect/Lughteer0A Estimated Cost: _f dva 6� � SCTM#i 1930 - �3 - 3 7 Subdi sivf on 10-�9 a _Zone: ��'� Conforming? Property Address: / 5-0 D R-�- City: Pre COs? Building Permits (Open/Expired): BP -Z/Go Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/Go Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y orODetermination: STQRMW4,TE.&_RtQV4,FF V/ REQ. Lot Size: AAL ACT. Lot Size: REQ. Lot Cov.da7b ACT. Lot cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear Height. 35 CT. Height RE 6t, BOTH SIDE C T o ect 1-•� Waterfront If yes, water ody: ��q�-,.rza- G,�e��Panel# Fiood Zone: B"u eacUBluff istance: ADDITIONAL APPROVALS REQUIRED PLAN S�� SIGNED, SFitLED ©KSyRVEy oR SITE PLAN Suffolk County Health: ar N - If yes, *Bed#: 6 *Date: 141 1 ra*Permit#: -10--1) -0037Town Septic _6N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-oEC9/m Y or©- Date: / /_ Permit#: V�etter Notes: Southold Trustees-or N - Date: h/ I' Permit #: 7601 or NJ Letter–Notes: Southold ZB4or N - Date: g / g/ ( Permit#: �T�/ –Notes: Southold.Planning: Y or- Date: / /_ Permit#: –Notes: Town Landmark C of A: Y o�TE: _/ / *NYS CODE compliance(page 2): Y or N CONTRAcT4R t.l�ENSC D15AJ31LITy L.1ABILITY _\A10kc/yENS CompeNS4TlOW rXioes: d-O I o WA�--Vo t 0 , t-r Fee Stru tures O/ V Calculation: Foundation: I WL SF 1 -X $ . '�O =$ First Floor: 1 $7y- SF + Initial Fee: $ 9-00 , 00 Second Floor: ot ` I qj , SF + Additipnal Fee ): $ Other: OF SF 6o SF q o SF X =$ Total. 9�— SF + Initial Fee: C of o FFE� _S 0, o.o X 2` ��5� V EIEC AS BUILT FEE Ea-— TOTAL: $ 17 7 71 C�_o NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: ^ Ground Snow Load:20 Wind Speed: 120MPH' Seismic Design Categoryi B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: I I Iee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/L4 HEADERS: Y/N WALL STUDS: Y/N GIRDERS; Y/N CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: -NIISSLE TEST REQUIREMENTS- Y/N EGRESS 5.7 S.F.: Y/N 4 LIGHT 8%: Y/N VENT 4%: Y[N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: YIN CERTIFICATION: YIN ENERGY CALLS: Y/N (RESCNECN 'TOTAL CON4P1,IENCE? Y/N (RETURN TO PAGE ONE) LOT NUMBERS REFER TO "MAP OF EUGENE HEIGHTS" N FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE ON SURVEY OF PROPERTY OCTOBER 29, 1928 AS FILE NO. 856. A T CUTCHOG UE ELEVATIONS ARE REFERENCED TO N.A.V.D. '88 TOWN OF SO UTHOLD FLOOD ZONE FROM FIRM MAP NUMBER 36103CO163H SUFFOLK COUNTY, MY SEPTEMBER 25, 2009 1000-135-01-37 ,S'CALK 1'--30' The focohans of re+�s and cesspools. NOVCMR 3, 2010 sboun kereoo are frau AWd abservohrrts MAY �, 2d/ yro�. addlAionsJ wd or from date obtWwd from o#ws 0AD Therefore Ihelr locahods and or existence is not anteed E R res "s 1 � 2010 p1 LAND. 10 BY 26. zoo WUL „Ivc. ►NC• °N z LOT 11 wEu- (�WE )UNKNOWN 22.31 " SEPnC LOCATION \ \ % tin ---16 FE n� »E tt s \ \ r♦ ` \ U N 1 N82001 �p ,\ - sroc►c"°�F FE 's 'T 40LE �:s' N j 1 ZONE AE: oodc EL 19.1. EL 19.3' / 2 STY I I 1 I i `m c n Crioo' Z LOT 40 EL. 16.6' . `�0 F =- \ u Ham•. .. ' I \Z -ZONE X \ 'O F.E. EL 2.6 I � 1� � m _ in a - WRwo z � ❑ o. j�l LOT 39 ODE I 011. r o 2 MELL > •- N N ` � I ,Ip I GRxF 1g Z N �A to .iPPAOk L-\ TWN tYs' eb V gtAVEI f G� I(cW T w�� gtAVE1 4 F3' oT 38 a . 28.35 FL ooD ZONE TEST HOLE DATA ' LINE McDONALD GEOSCIENCE too' NEW 10/21/10 EL 18.4' - 1, D�BROW LOM a �� a 18.7' to 6. 82'01't0"W W?0W aAWY SAW Sc S�8 S. LOT 3TIG) _ 3< LU (DWE UNKNOW , DISAPT—DROVAL OCA, SEPnc roc P.,LE eRonty FM TO MOM sA+nrD SP Z ' 1 WM IN PALE BROW FW TO MEMN SAND -W am familiar with the STANDARDS FOR APPROVAL _ � "' AND C0NS7RUC17ON OF SUBSURFACE SEWAGE � � DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES TO TIE LIMEt _ � � N. Y.S. LIC. N0. 4961 and' will abide by the conditions set forth therein and on the ANY ALTERATION OR ADD17101V TO THIS SURVEY /S A WOLA77ON �� permit to construct. �C�lC_ VEYORS, P.C. p OF SEC77ON 72090E 7Ht NEW YORK STATE EDUCA77ON LAW. 4 s` `7 5-5020 FAX (631) 765-1797 EXCEPT AS PER SECTIOM 7209-SUBD/WSION 2. ALL CER71F7CA71oNS THEREOF ONLY 1F OX 909 :` HEREON ARE VALID FOR THIS MAP AND COPIES SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR ■ =MONUMENT 1230 TRAVELER STREET*HOSE WHOSE SIGNATURE APPEARS HEREON. 4 =WETLAND FLAG SOUTHOLD, N. Y. 11971 1 LOT NUMBERS REFER TO "MAP OF EUGENE HEIGHTS" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON RAIN RUNOFF CALCULATIONS SURVEY OF PROPERTY N OCTOBER 29, 1928 AS FILE NO. 856. HOUSE, PORCH & PATIO - 1757 sq./LA T CUTCHOG U " 1757x1 * 0.17 = 299cu.11. ELEVA TIONS ARE REFERENCED TO N.A. V.D. '88 299/42.2 = 7VF T 0 WN OF SO UTHOLD PROVIDE 1 DW 8'e x 4' deep (I) l DW 8'0 x 6' deep (2) FLOOD ZONE FROM FIRM MAP NUMBER J610JC016JH SUFFOLK CO UNT Y, N. Y. SEPTEMBER 25, 2009 1000-136-01-37 SCALE. 1'--30' NOVEMBER 3, 2010 The locations of wak and cesspools MAY 2 POLI (prop. add/lionsl shown hereon are ham Add observalions ✓CMIE lo, 201/ (revision) and or from data obtained from others. oAD Therefore (heir locations and or existence AS is not guaranteed. IEgCE g jwARD EDGESWFOEN A m P ,VEIL �10 INC. ON OCT Cr LOT , 262 1 (DyyELLINO) ` LO31\ .. SEPTIC CATION UNKNOWN \ cn Q FE � N -16-, w s LJl ox N82-01 0MEVa ,/2 STM GAR- STOCKADE >2v \� ,1,1 -11 EAE: Docx ,s 0.4S ' 1\�\ '��7) _ EL• 18� � � CIA fl- 0 19.1 v � 4t zi 10aj Z LOT 40 Q• I&BFRHTM � \ g 20 e' ZONE � EF.F. \ 0 — �U1 D g ,.8'. , ZBA FINAL MAP zC) �o' ��o oT 22.2 LOT 39 a T 1 i\!ti WELL SEE DECISION # C NEU N N ,,�Jy 12 APq 1 TW L_\ .MITA i "_ _ N B4LP l grate IES' , 1j9r E 7 v _ cx�A� 22 2' LOT 38 EL' / g 30.0' 10`, 1 ZEE EST HOLE 268. DA TA LINE McDONALD GEOSCIENCE o. HEDGE 10121110 100' � EL 1&4' .___. 1. DARK BROWN LOAM OIL �J 1&7* SEL 1g s' '01,10"W BROW CLA�>:Y SAND Sc waa- S82 LOT 37 --- a' (DWELUNG) PROPOSED NEW SEPTIC SYSTEM t n SEPTIC LOCATION UNKNOW ( 4 BEDROOMS MAX.) PALE BROW FINE TO MEDIUM SAND SP Z 1- PRECAST OEt!2T DEEP LEACHING P00000 GAL. SEPTIC L WITH G� _ �"�,7• -i 3' SAND COLLAR l SW 1 3' ABOVE GR� SAND SP `J WATER. ✓ � 1('ATER !N PALE BROW f]NE TO MEDIUM r`S \t I am familiar with the STANDARDS FOR APPROVAL AREA=� REMOVE OR FILL IN EXISTING CESSP L JOO SO. FT. r AND CONSTRUCTION OF SUBSURFACE SEWAGE TO TIE LINE TO sCDHS SPECS. ` ;a-• s DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES N. Y.S. LIC. NO. 49618 and will abide by the conditions set forth therein and on the ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A VIOLA 77ON ;� T COMICVEYORS, P.C. permit to construct. OF SEC 7101V 72090F 7HE NEW YORK STA 7E EDUCA770N LAW. k� 6 r � 5020 FAX (631) 765-1797 EXCEPT AS PER SEC170N 7209—SUBDIVISION 2. ALL CERTIFICATIONS 1�61, f0909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF RETAINING WALL NOT SHOWN HEREON SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ■ =MONUMENT -`"' _ ' TRAVELER STREET 110-226-1 TO BE REMOVED WHOSE SIGNATURE APPEARS HEREON. 4 =WETLAND FLAG SOUTHOLD, N. Y. 11971 LOT NUMBERS REFER TO "MAP OF EUGENE HEIGHTS" SCDHS Ref. # R 0-1,'-0037 FILED /N THE SUFFOLK COUNTY CLERK'S OFFICE ON RAIN RUNOFF CALCULATIONS SURVEY OF PROPERTY N OCTOBER 29, 1928 AS FILE NO. 856. HOUSE, PORCH 8 PATIQ - 1757 sy./1. A T CUTCHOG UE l 7�7 x I x 0.I7 = 299 cu./l. ELEVATIONS ARE REFERENCED -TO N.A. V.D. '88 299/42.2 = 7VF,l TO WN OF SO UTHOLD ! DW 8'0 x G' deep PROVIDE DW 8'� x 4' deep !IJ !21 FLOOD ZONE FROM FIRM MAP NUMBER J610JC016JH SUFFOLK COUNTY, N Y. SEPTEMBER 25, 2009a, 1000-136-01-37 7Abandonment of existi o$sanitary system must be in ce with depaactment requirement Submit SCALE.• 1' 30'. ©� as roof. NOVEMBER 3, 2010 Tae loca&w of wars od cesspools, form WWW P MAY 2 2All prop. odaPlrons) worn aereoa are #go SoM observations 554E to, 201 (Ie vision) JULY 25, 2011 (revisions) and or from dal v4CS - AS OCT. 5, 2All lfevis/onsJ Therefore /tier v {ft W I3EP of nDAL ►�n'Wp5 Ta is not giw ntee . D EDGE ENrM�26, 0 1^ s G, >t j.r s v s�A LANDWARD 7 BY SUFNDC 26, )<'I�s `aF+' " 'p', '� EE: OR �' ►� �SM� INC. oN oCT tf1!`17 ."L (DWELLING) 262.31 0 tzi f'. A;T',tt;VI"D LOCATION UNKNOW \•� N Q IY3R MAX UM OF BEDROOMS SEP71C � NrA I o w-16� j 1's t?' H P LA FROM DAM Or APMOVA , _ \ EXPIRES TMAEL " —' N Tr 2. a 01'10 E \ � SHED � - FR 8"- =123' CE Lq� ` � Q N -, x \! PZl \ - m 532E sTo i =J I, . — N ONE AE nocx .� o0. T NOLEDo / 18 �-vulan1. 1 Z Z STY j 93% I `' I \Z ', EL 19.t' Z LOT 40 EL 18.6' � \ w, FR. H m 1 / �� -- m �1 i D V SERVICE W _ - �,\ - cn 'o F.F. EL 20 txj WATER __— Z E \1 \-, 'ta' � � N � t•' m i 1 r SCA _ _ D b �. 31.8' 1 y 0 ❑ P1 22 2 LOT 39 p oc•R" I m, o' ggSTN6 cJ'1 E , � �� '� -� ia - J �t #2 ,0t4_POTto ABLE a O° wit WW . . h z N A N �►�' B.S. acv. 8� _y grate t v GRA%O 2' LOT 38 EL / ( 1 cn o' ►�PERv ' '1 35' FLooD ZONE TEST HOLE DATA �O �' 8 8 268' LINE McDONALD GEOSCIENCE C/ HEDGE 10/21/10 EL. 1a4' DARK BROW 4 Law a El- 18.7' 1Q6. 582.01'10"W 37 - 3' aww aAYEY SAND Sc -- LOT DWELLING) PROPOSED NEW SEPTIC SYSTEM SON UNKNO►M'i ( & BEDROOMS MAX) �� SP SEPnC LOCA PALE BROW F>rvE y ^ ' �P `J 1- PRECAST 1500 GAL. SEPTIC TANK ��` " -"`�` -�� ° ' 2- 8'0 x 8" DEEP LEACHING POOL S WITH 1.7' --- 16.7' 3' SAND COLLAR ! SW ) 3' ABOVE GROUND WA1ER IN ALE M sAr�D SP WA TER. 17' / am familiar with the STANDARDS FOR APPROVAL AREA- , �• REMOVE OR FILL IN EXISTING CESSPOOL AND CONSTRUCRON OF SUBSURFACE SEWAGE TO SCDHS SPECS. DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES TO TIE LINE } -S LIC. N0,'F 49618 and will abide by the conditions set forth therein and on the ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A V10LA77ON PECONIC fp C permit to construct. OF SECT70N 7209OF 774E NEW YORK STA1F EDUCA710N LAW. (631) 765-502l� : ? x, 1797 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS P.O. BOX 909 a_)' RETAINING WALL NOT SHOWN HEREON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF RE ESAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR ■ =MONUMENT 1230 TRAVELER STREET 10-226 TO BE REMOVED WHOSE SIGNATURE: APPEARS HEREON. 1 =WETLAND FLAG SOUTHOLD, N. Y. 11971 LOT NUMBERS REFER TO "MAP OF EUGENE HEIGHTS" SCDHS Ref. # RIO-11-0037 N FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON RAIN RUNOFF CALCULATIONS SURVEY OF PROPERTY OCTOBER 29, 1928 AS FILE NO. 856. HOUSE, PORCH B PATIO - /757 sq.11. A T CUTCHOG UE 1757x1 x0.17 - 299cu.1/. ELEVATIONS ARE REFERENCED TO N.A. V.D. '88 299142.2 = 7VF JTOWN OF SO UTHOLD PROVIDE DW 8'� x 4' deep 111 I DW 8'0 x 6' deep (2) T1000FLOOD ZONE FROM FIRM MAP NUMBER 36103CO163H SEPTIC SYSTEM MEASUREMENTS SUFFOLK COUNTY, N. Y. SEPTEMBER 25, 2009 ;�. e• =138-01-37 ST 20• 32• - SCALE: 1'--30* The locations o/ weAs and cesspools LP* 1 53 2T NOVEMBER 3, 2010 wn hereon are from &M observakns MAY 2 , 2 (prop. odaliPttons! sho LP�2 49' 15" YAW j0, OI! (revlslonl and or from data obtaked from others. oAD J(7(.Y 25, 2011 (revisions) Therefore their locations and or existence OCT. 5, 2O(/ fiev/s/om) is not guaranteed. n(�� it �s AS FEB. 3, 2012 (r*WWw s! if EDI' nDALp, JMENT n FEB. 21, 2012 (FOUNDATION) Pl LANDWARDD OY SUS 2s. JULY 3fl, 2012 (r" 4 ►I �7G, INC. FEB. 28, 2013 (final) Vj MARCH 18, 2013 (revision) CR LOT 1 (DWELLING) 262.31 �• UNKNOWN l^=! ` -y '' 'o fa WELL SEPTIC LOCATION .\ \ .� tn Q O FE N , 112 STI N8 'a rT FR, GAR• sTOCKADE�gWER. _ /►C.4 s W,M. \ '�� _ m rc� OAF; c Ff S_ �ST N WATER 1751 $ NI I ZONE AE,: DOCK ;E w�., T �` '� �� 4 u q / ELOT 0 2 STY. FR n D V VICE EL. 20.6 I o' WA TER SER ST • F r• — R n ;� s ❑� OIL PIT Z 22:2 LOT 39 DNC 30.0' O y cF N t ' u is ! `}�j N Dw as- ct ro `�no W.W i ABPA wa i 'TA—L—EN ��• 41 W4-PO 3LEW / FpPoV !eO-\ %1 GTEITo • a f v GRAVa 222' LOT ZONE 38 6 / / ( { ' ALD GEOSCIENCE . a m J0.0,, & ,� � 268.35 ' � g � FLOC E TEST HOLE DATA owt/E q NED LINE McDON t+ 1.0/21/10 ,a,,,_ .� ?•� EL 1&4' V 18 6• '1 Q"W WOW--- 1' DARK BROWN L .. . .. EL 1a7' sELI� OW CLAWY SAW SC 5821 1�• LOT 37 --- 3' (DWELLING) PROPOSED NEW SEPTIC SYSTE "*M t C LOCATION UNKNOWN ! 6 BEDROOMS MAX.) t,� ;��'!-.� PALE BROWN F NE TO MEDIUM SAND SP TI f F `rye SEP /- PRECAST 1500 GAL. SEPTIC T lCa � �, 2- 8'4 x 8" DEEP LEACHWG POO S W z s _ 1s.r 3' SAND COLLAR l SW`7 3' AB VE �/�ll�'t `EL• �`-�.� -" WATER. a 3 WA 7ER /N PALE BROWN SNE TO MEDIUM SAND SP a <. c• 3a l am familiar with the STANDARDS FOR APPROVAL REA=19,900 30. FT. REMOVE OR FILL IN EXISTING Iss oL ' AND CONSTRUCTION OF SUBSURFACE SEWAGE u..- W ti-� -• TO sCDHs SPECS. 1 TO TIE LINA DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES C _ / N. YS. LIC. NO. 49618 and will abide b the conditions set forth therein and on the �. y ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION �s+ ONIC VEYORS, P.C. permit to construct. OF SEC710N 7209OF THE NEW YORK STATE EDUCATION LAW. u IA,1v 4. 31) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIWS/ON 2. ALL CER77FICA77ONS P.O. BOX 909 SHOWN HEREON HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF RETAINING WALL NOT TO BE REMOVED �, SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ■ =MONUMENT 1230 TRAVELER STREET 0-226 WHOSE SIGNATURE APPEARS HEREON. 0 =WETLAND FLAG SOUTHOLD, N. Y. 11971 REScheck Software Version 4.4.2 Compliance CertificateCNJ( o D � � � Project Title: Proposed Alteration to Macco Residence JAN 2 4 2012 Energy Code: 2010 New York Energy Conservation gl DG,DEPT. Construction Code TOWN OF SOUIHOLD Location: Suffolk County,New York Construction Type: Single Family Project Type: Addition/Alteration Building Orientation: Bldg.orientation unspecified Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 95o Oak street Frank Notaro Frank Notaro Cutchogue,NY 11952 Architecnologies Architecnologies@yahoo.com NJ 11952 13405 Route 25,P.O.Box 93 Agent- 631-298-1129 Mattituck,NY 11952 631-298-1129 arch itecnologies@yahoo.com • Passes Compliance:16.7%Better Than Code Maximum UA:144 Your UA:120 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. GrossMill • • UA Assembly Area or R-Value R-Value or Door Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss --- --- --- --- --- Exemption:Framing cavity filled with insulation. Ceiling 2:Flat Ceiling or Scissor Truss --- --- --- --- --- Exemption:Framing cavity filled with insulation. Wall 1:Wood Frame,16"o.c. --- --- --- --- --- Exemption:Framing cavity filled with insulation. Window 1:Wood Frame:Double Pane with Low-E 39 0.300 12 SHGC:0.31 Orientation:Front Window 2:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC:0.31 Orientation:Front Window 3:Wood Frame:Double Pane with Low-E 34 0.300 10 SHGC:0.31 Orientation:Front Window 4:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC:0.31 Orientation:Front Window 5:Wood Frame:Double Pane with Low-E 23 0.300 7 SHGC:0.31 Orientation:Front Door 1:Solid 22 0.300 7 Orientation:Front Wall 2:Wood Frame,16"o.c. --- --- --- --- --- Exemption:Framing cavity filled with insulation. Window 6:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC:0.00 Orientation:Unspecified Window 7:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.00 Orientation:Unspecified Project Title: Proposed Alteration to Macco Residence Report date:01/23/12 Data filename:C:\Documents and Settings\All Users\Documents\Macco.rck Page 1 of 7 Window 8:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.00 Orientation:Unspecified Window 9:Wood Frame:Double Pane with Low-E 23 0.300 7 SHGC:0.00 Orientation:Unspecified Door 2:Solid 20 0.300 6 Orientation:Unspecified Wall 3:Wood Frame, 16"o.c. --- --- --- --- --- Exemption:Framing cavity filled with insulation. Window 10:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC:0.00 Orientation:Unspecified Window 10 copy 1:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC:0.00 Orientation:Unspecified Wall 4:Wood Frame, 16"o.c. --- --- --- --- --- Exemption:Framing cavity filled with insulation. Window 12:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.00 Orientation:Unspecified Window 12 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC:0.00 Orientation:Unspecified Window 14:Wood Frame:Double Pane with Low-E 23 0.300 7 SHGC:0.00 Orientation:Unspecified Window 14 copy 1:Wood Frame:Double Pane with Low-E 23 0.300 7 SHGC:0.00 Orientation:Unspecified Door 3:Solid 20 0.300 6 Orientation:Unspecified Door 4:Glass 76 0.300 23 SHGC:0.00 Orientation:Unspecified Basement Wall 1:Solid Concrete or Masonry --- --- --- --- --- Exemption:Framing cavity filled with insulation. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space --- --- --- --- Exemption:Framing cavity filled with insulation. 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 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 7rr7p-k-� r[ Nate-Title Signatu Date Project Title: Proposed Alteration to Macco Residence Report date:01/23/12 Data filename:C:\Documents and Settings\All Users\Documents\Macco.rck Page 2 of 7 ,jREScheck Software Version 4.4.2 r4l" Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss Exemption:Framing cavity filled with insulation. Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss Exemption:Framing cavity filled with insulation. Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: ❑ Wall 2:Wood Frame,16"o.c. Exemption:Framing cavity filled with insulation. Comments: ❑ Wall 3:Wood Frame, 16"o.c. Exemption:Framing cavity filled with insulation. Comments: ❑ Wall 4:Wood Frame, 16"o.c. Exemption:Framing cavity filled with insulation. Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry Exemption:Framing cavity filled with insulation. Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title: Proposed Alteration to Macco Residence Report date:01/23/12 Data filename:C:\Documents and Settings\AII Users\Documents\Macco.rck Page 3 of 7 ❑ Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: Vanes Frame Type Thermal Break? Yes No Comments: ❑ Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 9:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10 copy 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 12:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 12 copy 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 14:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 14 copy 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.300 Comments: ❑ Door 2:Solid,U-factor:0.300 Comments: ❑ Door 3:Solid,U-factor:0.300 Project Title:Proposed Alteration to Macco Residence Report date:01/23/12 Data filename:C:\Documents and Settings\All Users\Documents\Macco.rck Page 4 of 7 Comments: ❑ Door 4:Glass,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space Exemption:Framing cavity filled with insulation. Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181 A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Project Title: Proposed Alteration to Macco Residence Report date:01/23/12 Data filename:C:\Documents and Settings\All Users\Documents\Macco.rck Page 5 of 7 Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). All ducts and air handlers are located within conditioned space. Temperature Controls: Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: O Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. LJ Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. 0 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: 0 Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is failing,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: O A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Proposed Alteration to Macco Residence Report date:01/23/12 Data filename:C:\Documents and Settings\All Users\Documents\Macco.rck Page 6 of 7 Project Title: Proposed Alteration to Macco Residence Report date. 01/23/12 Data filename:C:\Documents and Settings\AII Users\Documents\Macco.rck Page 7 of 7 1z2010 New York Energy Conservation Construction Code Certificate Insulation Rating R-Value Ceiling/Roof 0.00 Wall 0.00 Floor/Foundation 0.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.30 NA CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: D E CG; w E App 1 9 2013 BLDG.DEPT. �OVUN Of SOUTNOLD ELECTRICAL LEGEND WINDOW SCHEDULE NOTE:NL ELECTRICAL WORX TO BE IN ACCORDANCE WRH THE RULES• wlNoowe TO BE AN—♦m SEINDL u.o.N..—N RLIID,DIRT REOLLATION90R THE N.V.0.F.U.ANDA CIRIRPIGTE FROM THE N.Y.B.FU. eMFOCIIJp pLABS,eIMUTAT®ONUFD LIpHTfl'NMRi PREPNNT.IM.JNMB M TO BE PRESENTED TO THE OWNER ATTIE COMPLk IGJ OF THE JOB. THE OWNER SHALL PROVIDE ALL eLx1FACE MOUNTED IIOM FIXTURES.ALL eCEHE SCIIEENB RRG/.OPTION - _ _— OTHlR[l8 TRICAL[QUIP.TO B8 BUPgJFD BY ELECTtMIL CONTRACTOR. RG/p„E ALL INI—HMAND RECEPTACLES TO BE lUrtiON',9ECOM'COLOR T.B.D. 1WOPENODV� EpH Rf.Y'.ESSED OOWNLKi1R9 TO BE•LKiNTOURR'G APP.EO.TIIIM-WHITE. ��CX[[S b T/Y 4 NOTE:CONIMCTOR 81NLL PROMpE DIMMER BWITCIIES FOR ALL ENT. . DOWHI%iHB.VERIFY IOCATIGJB OF NL ElEC.0EVICES WNH WENT. DURFX ELECIFYCJL RECEPTACLE O.C.TO VERIFY W/OWNER ALL S¢Ee,STYLES,TYPES,OF IBLYM.6 ETR. �m DOUBLEDUPIDI EIECRTICN RECEPTACLE DOORS PRIOR TO OROEI11N0. O.C.TO vERIFv PLL 815.STYLES.TYPES,l EOREBS OCMPUANCE DUPLE%BEPMATE GRCUR REOEPTAGE OFALL IM.B EXT.W WOOWB PRWR TD OROFR. DUPLEX RECEPTACLEA3ROlM FALLT INTERRUPT kL DIJ L FLUSH FLOOR ELECTRMwI.RECEPTAGE WALL fM1TGH R &WAV WALLSWRCiI ♦-WAY WALL BWRCH RECESSED DOOR A(.'TNAT 11—H REDEBBED°DW"aT°°°A'• (TSON)'UGHTOLIER•OR APP.EO.IJQI "PP.ED DOOR SCHEDULE E%TEi110R RCCESBLD OOWMJOIR CEilI MOLMTED JUNCTION BO% WALL MOLPTTED JUNCTION BOX DOOR 1 WIbfH: HEgFD:ODOR M.ATL OPEMTgN: LO(•,11TgN: WNL MOUMED pUAL SPOnJOM 9-0' TA MDPAWB om BIDE POY[R NEW CEIUNO MWNTED JUNCRGJ BO%FG1 SURFPGE FAWU THOMM TiRI.TIBBRGABBIC'pARpAL OLNB 011 APPROVm EIX1N WITH GJAL SWITCH AT WALL FIXRJRE TO BE SUPPLIED BV OWNER. NEW CEILPq MOUNTED JUNCTgN BOX FpT RECEBBEO FXHILLIST PNVAXYRWTOI DLNL SWITCH AT WALL'DROAN'H[AW DUTY LINT OA APP.EOLML. QT NEW TELEPHONE RECEPTACLE dD EW CARIE N RECEPTACLE fT0 BE WIRED TO CEM.CONT110L BOXJ dR NEW STRUCTURED GBIE(TO BE WIRED TO CEM.COMROL BOIp SMOXFJCM[ON MOND%IOE DETECTOR:M BE WIRED M CENTML -M. E. Rum CONTROL BOX. 9 (PROPOSED) � iWINDOW WELL B K -JOE OF IFILUESTONIL.GM for I I I I.I - I OI If O 4 111 I j I f—SOUTH ELEVATION I I 0 STORAGE i - a II II II II II II II II II L RO 08Ed1 j =P OF Qf LIFSTONE CAP - - - - / I � ------------ - - - - ----------- M3 ---------q LPROPo�Eol �1 � � iIr N iNll II IN I 11 II Ilp ryl N, � i LJL ___yr l z--r� 'L1 _--__-JLJ;� L1__ �_____'LJ irT I I I __________________________ --- SOUTH ELEVATION gyppn- 5� I I I TIL 'Ii LLT _ — — — I I I I 1 PART. FOUNDATION PLAN MACCO RESIDENCE 950 OAK STREET CUTCHOGUE, NEW YORK NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT rTl Vit'' OF ANY AND ALL REVISIONS DUE TO FIELDCONDITIuw ONS, CLIENT,U TR GENERAL CONTRACTOWHICH DIFFER DRAWINGS/SPECIFICATIONS.FIO M THE CONSTRUCT. CATIONS. ^ \ z Q \ U O � z � C) O N N r +. L J - O 00 2'-0" W. X 2'-O"W. X V-0" U N D. P. CONIC. FOOTING. 2"x 10"F.J. W/ 1 -4 X 1 -4 W. X 4'-011 @ 16"O.C. �-- H. P.�NC. PEDESTAL r. .�:r• (TYPICAL ALL) "MMIM\'� \ \� 116 L7., .,, .I r 1101 \�� F. \'.\\# L L \m PROV. & D. CONC. WINDOW WELL. TOP OF WELL 2"A.F. GRADE. PROV. 3' D., 1" DIA. GRAVEL BELOW W/ ALIGN NEW FOUNDATION PROV. DBL. 2" X 6" ACQ. SILL PL. 3' ADD'L. BASE. PROV. FLUSH W/ EXIST. PROVIDE 3 - #5 WITH TERMITE SHIELD FIBROUS STAINLESS STL. GRATE. (REMOVE.) EXIST. FOUNDATION REBAR AT CONNECTION. INSULATION (TYP. ALL AREAS) PROV. STRUCTURAL LINTEL OVER TO REMAIN. (TYP.) (TYPICAL BOTH WINDOW WELLS). 6" ADDITIONAL ALT. 3 #5 REBAR OVER OPENING 6' 4" P. CONIC. SLAB - HT. TO MATCH WINDOW/ WELL EXIST. PROV. W.W.M. IN SLAB OVER ADDED TO EXIST. - ----------------------------- --------------------------- ------ -------- - GRAVEL TAMPED BASE. — I I I FOUNDATION. ® ® ® ® ® ® ;• — = =— — = — W MICRO P.L! MICRO P.L. ' 12'-a" MICRO P.L. 1 .23-12 I 5"�'; I PROV. & D. CONIC. WINDOW WELL. I ' TOP OF WELL 2"A.F. GRADE. PROV. . : '.- :, 3' D., 1" DIA. GRAVEL BELOW W/ 3' ADD'L. BASE. PROV. FLUSH PROV. 2-1 3/4" X 9 1/2" MICROLAM PROV. TRUCTURAL LINTEL OVER I - LVL OVER ALL WINDOWS & OPGS. Y L - _7 BASEM NT WINDOW OPENINGS -- STAIN ESS STL. GRATE. (REMOVE.) .. '.: .4, - ... ;,. .. ••• • R (FLUSH WITH RIM JOIST)(TYP. ALL) TYPIC ALL 2 WINDOW WELLS). ( ) STORAGE (TYPICAL C WELLS). „ III ; 3 #5 REBAR OVER OPENING . STRU T ALT. 3 #5 REBAR OVER OPENING , I, !2°x 10"F.J.ca 16°O.C._ �2°x 10"F.J. 16"o.o_ 2°x 1a'F.J. 16°O.C. AL BOTH WINDOW WEL I I K (PROPOSED) O O 5,_7 .. :. (EXISTING) (EXISTING) (TYP ALL) ,•. " 8" P. NC. WALL W STONE CAP III I PROV. CONT. 2 - 1 3 4 X 9 1/2" W W. X 10" H. P. CONIC. FT'G. - ? r I I PROV. STRUCTURAL LINTEL OVER gl MICROLAM LVL WITH 3/8" X 9" STL. JB BASEMENT WINDOW OPENINGS BOLTED DIAL, AT 1'-0" INTERVALS (TYP CAL BOTH WINDOW WELLS). / W (TYPICAL ALL 2 WINDOW WELLS). P. CONCRETE PAD *� _ ! ' S I ALT. 3 #5 REBAR OVER OPENING Q Q Z 6" ABOVE GROUND / SID, B-J ---J06 CO A A 1 2'-0" W. X 2'-O"W. X 1'-011 i .; I N 16" W X O" H P./CONCEFT'G l D. P. CONIC. FOOTING. / MICRO P.L_ - - 2 I �;;: (TYPICAL BOTH WINDOW WELLS). _ z v 1 Q I (TYPICAL 4 FOOTINGS) D. 16 1. ,�- 12--9' Q Q O _ I - Q Lj III` - , P y' U r L 4�JB--1 - I 4.4„X11'- •4 J'v I vf F.-" ' J Lu 8 '' 1 �'W/n� ''Wnn ®�� h 00 I I , ';'• MICRO P.L. EFL 166 n I VJ VJ — . — . — . — — . _ . _ . — . — . �.� i o ,'. I W STORAGE RM. 1---_-_ ___ I � � , I P '+' . .•'�� • ; . '. 31 ' OII 4" P. CONIC. SLAB - HT. TO MATCH 14'-3” (EXISTING) JB I Mlc o L. I I II 19'-8" II I I I- I / L -----J SC LAB OV 1yanOn':: 1 ,,7,,,•;.. ..; GRAVELTAMPEDBASE IN S .. :'�,.°.,.;..'..:'� _,::.`�. :�,.,I:+�: '+ .,.. V: .� RIDGE P.L. MICRO P.L. � W ( ) {-.--3' I PROV. 4" DIA. DRYER VENT W. / % _ ;. ,;;' �2"X 1011 F.J.Q 16"O.c._ �2^x 10°F.J.@ 16"O.C. 2°x 10"F.J. 16"o.c. BASEMENT WALL BELOW TYP. ., . (SCREENED) & 1' H. GYP. BD. ,:'y,u„ 13 -�}B ti ;. .. P. CONCRETE PAD 6 A.F.F. ON (EXISTING) (EXISTING) (TYP.ALL) V SOFFIT. ( CONT.) �i I O j ` '' "� CONTINUOUS HAUNCH SLAB. O SD O PROV. 5/8" DIA. X 10" L. STL. BOLTS ''x•' #. THRU SILL PL. OF LIGHT FRAME ` O U l: ..J.; ;.�., � \ � �• .•�' `1'i, �•''•� CONST. EMBEDDED INTO CONIC. I 6,_y, w ,,•I; I _ _ (a NO MORE THAN 3-0 O.C. & 1 -O FIRST FL. WALL ABOVE (TYP.) U � I ��I RELOCATED ! ''' •. AWAY FROM ALL CORNERS. (TYP. SAUNA CONT. UP 14 R. 17 a sC r I ;h;. ALL NEW FOUNDATION AREAS) U �....'' ','•. �',�•, BOILER SW. i ToPOFSTAIR) 12 3'� 4" P. CONIC. HT. TO MATCH MICRO P.L. IF P.L. MICRO PROV. FIRE-STOP/ BLOCKING «. •:.. . OILFIRED i I _ I ' ?�? R°'p l ':'' +? EXIST. PROV. W.W.M. IN SLAB OVER < 8'-0" O.C. (TYP. ALL AREAS). '. * + ••' 4O1 OR 100 GAL. / '� �.'_6.]..�.J.' '•. i!•. EXIST. FOUNDATION __ Ho '• uPERsro ' � F.C.U.#1 I: ,� ` GRAVEL TAMPED BASE. •� 1- E ATER STO // �• \ I STORAGE TO REMAIN. (TYP.) I I H TER Mlcao P.L. i I I /� 1�1 (PROPOSED) ,�'''' I PROV. WATCHDOG WATER PROOF. MECH . ROOM I y' e I ALONG PERIMETER OF FOUND. A I 1 SC \` III I YJ II WALL BELOW PARGED JO NT IN.ETWEIDN FOUND. 2"x 1011 F.J.0 16' PROV. CONT. 2 - 1 3/4 X 9 19" 9'-3" X 14'-3" I SD -_-_ �� (EXISTING O.C., 2' X 10(F.J. 16"O.C. 2"X 10"F.J. 16)O.C. BOLTED LVL WITH 3/8" X 9" STL. (EXISTING) WJB ____ �- { I WALL AND FOOTING ) (EXISTING) (TYP.ALL) BOLTED DIAG. AT 1 O INTERVALS PROV. 5/8" F.C. GYP. I I JB TF SAUNAI ALIGN NEW FOUNDATION " I I 8 P CONIC FOUNDATION WALL BD.(CEILING &WALLS.) I I (PROPOSED W/ EXIST. PROVIDE 3 - #5 sD•. ; : I WITH V-10" W. X 1'-0" D. P. CONC. (TYP. BOILER AREA) I REBAR AT CONNECTION. ;'.:;: ;,' I FOOTING (CONT.) W/W.W.M. IN I _ _ WALL AND FOOTING. (8' WALL) 1 EXISTING EXISTING 36" BELOW FIN. GRADE (TYPICAL) PROV. NEW 200 A. I I WATER LINE ELEC. 200 A. ;:: , .. : '_• I PROV. 3 #5 TIE RODS INTO EXIST. ELEC. PNL. & BURY FOUNDATION WALL (ALIGN) EXIST. BELOW GRADE. ------ I 2,6.1 — MICRO P.L.-NbMICRO P.L. MICRO P.L. ' ' I — — L----- ----------------------- --- -:r. �;.:z --= `'';•ix- ,._�.�•%_ �. ��;_. , ., - '•w .I- PROV. & D. CONC. WINDOW WELL. ICR P.L. •! :1•.'rte '.e .. . ;.v.. .:,,. I ::1: +� ',:...,• ,� :;; :.I'T : �;' TOP OF WELL 2" A.F. GRADE. PROV. I �;I. •n- •�� .�I I & D., 1 DIA. GRAVEL BELOW W/ I_ u I ADD L. BASE. PROV. FLUSH A (REMOVE.) +- :,`.' �� •.' ' •.I,' I STAINLESS STL. GRATE. ( O ) EXIST. FOUNDATION i ::i.�� 5' 5' a'' EL OVER LINT O PROV STRUCTURAL TO RE MAI N. P. `��• i RO m' ) II Y,ti ,. . :, ,'h• I (TYPICAL BOTH WINDOW WELLS). PROV. 3 - 1 3/4" X 9 1/2 G.P. LAM ALT 3 #5 REBAR OVER OPENING I :4.., ~';:� •'#' ',^I . I LVL UNDER ALL PARTITIONS.BLK. _9�_1y� ;'.' I; •i' P. ALL I `•.I` .� '�'� .�)I AS REQ D. BELOW F.J ). ,•, •Y• T 11 AP j '�,�. :r•I �.�� :;' .f� 8 P. CONIC. WALL W STONEC �i 1 P. N FT'G. s" I 1 X O H. CONIC.I ON 6 W. •:' � ' ". •+h" (TYPICAL BOTH WINDOW WELLS). � 5-------------- ----- --- STEEL FLITCH PLATE 11A1,. W 1T l ;;ti. ";., `: •..; — — — — — — — 811THK. I "`'•.:1' I 15'-211 '. II 91, W Z 0 W STEEL FLITCH PLATE "B" (7 0 FIRST FL . DECK FRAMING PLAN 8" THK. 0 z J Z FOUNDATION PLAN w THIS DRAWING IS FOR REFERENICE ONLY ,, , f 0 W W W_ 0 W ONLY & IS NOT INTENDED TO BEi SCALED. „ W �Lu H- �- w. , OW �W OW IJJ Iz IY W 1E 0 �J 0 to 0 M LL Co NOTE: O ao N 0INDICATES BEARING POINT LOAD W O r r THIS LOAD MUST BE TRANSFERED ;< •<•s�;, F; =<' D c0 �i o N W/ADEQUATE VERTICAL BRACING. ; SCALE: 1/41'=1 '0'1 OFFICES T DWG. NAME: 10- 15- 11 FOUNDATION/FF DECK FRAME. PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A-0 OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: r �O-I CONTRACTOR TO NOTIFY THE ARCHITECT t / r OF ANY AND ALL REVISIONS DUE TO FIELD "// UUCONDITIPM THE ' �SC CONSSTTR°U T DNS, CLIENT, AND OR GENERAL CONTRACTOR VRAW NGS/SPHICH EC FIOCATIONS. O En HB --- z CONNECT TO DOCK CONNECT 30 A. TO DOCK O0=0 EXIST. WATER SUPPLY. I ELECTRICAL LOCATION. F••.�i � U -w II O \ C7 N 3 PROV. ALTERNATE PRICE THIS AREA Z 00 PROV. CULTURED STONE FACADE ry / STYLE-"DRYSTACK" BY COLORADO a U M / STONE OR APP. EQ., COLOR T.B.D. / PROV. CONT, BLUESTONE LEDGE 5" X 1 1/4" (SLOPE AWAY FROM v w ,G- HOUSE) (TYP. ALL AREAS U.O.N.) a ' 281-1011 41-011 1 00 1 EQ. EQ. EQ. 3'-11" \ \\ BLUESTONE TILES - 1/4" SPACING I RANDOM SIZES-1 X1 ,1 X2 (3/4 THK.)- _____j HK.) 91-711 �\ EQ' DN.6 R. \\\\ 110\00\11\1 \ `\ DECK 1 SECTION E L E VAT I O N 61_0" X 281_0" (EXISTING) I � I PROV. CULTURED STONE FACADE STYLE-"DRYSTACK" BY COLORADO EQ. STONE OR APP. EQ., COLOR T.B.D. PROV. CONT. BLUESTONE LEDGE 5" X 1 1/4" (SLOPE AWAY FROM HOUSE) (TYP. ALL AREAS U.O.N.) 6'-6" W R REATE O G R JB„C„ D E E JB Ell FI JB GFI q ,.. MI O P.L. q „ M . BEDROOM 6Aw Y ® —N. ST N. / 14'-8° X 20'-3” SCP FI MICRO P.L. O GFI z O - \ 3' (PROPOSED) HB N 0 } / I 1 -- DINING RM. _ ICE M. BATHROOM � r E I 10'-9" X 15'-8" „ uj KITCHEN W 7'-0" X 14'-8" GFI 1 °�I / (EXISTING) / -- -- (PROPOSED) I 19 14-7 X 201-911Q z S YLG a 1 I / N'� Q PROV. CULTURED STONE FACADE / GFI (PROPOSED) / STYLE-"DRYSTACK" BY COLORADO /' -'- 06 H I P I N.H. I N WD• STONE OR APP. EQ., COLOR T.B.D. H 5' s'C.H. / PROV. CONT. BLUESTONE LEDGE r / 1 PROPOSED JB JB/F PROV. 10" DIA. O.H. VENT O v J 5" X 1 1/4" (SLOPE AWAY FROM COMPRESSOR ", O (SCREENED) & VH. GYP. BD. B VE r / HOUSE P. ALL AREAS U.O.N. Z°NE2 I SOFFIT. CONT. P --� ,--- ) ) B o ( ) w W 4'-7., J B/F i f I Oo%k 001% ZONE OR — °O SSOR , 00 Q --�--- ----- - - �C W U ' / W N. JB� W W CIO I ' CLOSET P130POSED ' / / 8 \ 3 W 7' 8'-3" Al C�l 311-1011 �N• �— ----� I F OO V OF I SC P OF I ® GFI 0 0 On 10 00l PROV. CULTURED PROV. ALT. ESTONE FACADE I j �FULL CHIMNEY R TURN FRIG. r 1 ® _ __ \� STYLE-"DRYSTACK" BY COLORADO / / u O v Je --- - - 2-5 STONE OR APP. EQ., COLOR T.B,D. 1 I/ I G I // - (� I / CLEAR THIS ,I ON. 14 Row _ PROV. CONT. BLUESTONE LEDGE POINT LOAD. / I �_/—�' ROLIG ETD I 5" X 1 1/4" (SLOPE AWAY FROM / �JB/F I D J. 14 R. sD \ IL--a ov I CL HOUSE) (TYP. ALL AREAS U.O.N.) 11 12' 1 I 1 U _ 8® /// /// 9 m \S • `EJB / 1 8' C.H. I 1 J 1 J / I \ FRO DOSED N ` CL' EX. 2" THK. SLATE HEARTH TO 1 / r117 --' WD K LIG T °r'AE OVIE. _ _ REMAIN. CUT DOWN TO 10'-7" W. I I // I G I I I u 1a . u $ H I - 1 \ 8'C.H. — \ / / / JB ' \ 7a / BEDROOM LIVING RM . s X. FP / '��` ��`\ �R Tu N I PROV. STAIR: OAK TREAD & CLEAR BEDROOM / // 9a I �� 9'-1" X 14'-0" 15'-3" X 20'-0" PINE RISERS. VERIFY HGT. IN FIELD 12-9 X 16-9" / / O V \ VVD. �__� - I PROV. CUSTOM 3 1/2" RAILING (PROPOSED) II /Fi / 1___\ 7 (PROPOSED) (EXISTING) \TZ \� � I J FORMED SPINDLES & CUSTOM O a'c.H. s° -O X O \ / —2'-7" 5'-1° / BALUSTERS. (TYP. ALL FLOORS.) / / 25/ _ \ PROV. CULTURED STONE FACADE FI �` \' ___ N.� D STYLE-"DRYSTACK" BY COLORADO ` ---- --- �� D .1R / I EFL B BATHROOM JB/F STONE OR APP. EQ., COLOR T.B.D. 6'-O" X 9'-0" R P sE PROV. CONT. BLUESTONE LEDGE ` - J I (PROPOSED) FWM/ 5,_11" I 5" X 1 1/4" (SLOPE AWAY FROM 11 / I SD 8'-6"C.H. D - I B � I HOUSE P. ALL AREAS U.O.N. I 1 I P \ ) m' ) C 1 F/ • a DBI I 8' H. / N I __-_ _ \ REPAIR THIS AREA OF FLOOR TO HB ® P RMATCH AISED SIDJ. AFTER R REMOVAL OF ® ® 3 ��\N. 1 IR CL. 1/001 JB"A" U. ,J / _._-- _ - ,J _ I FI B "W-TO EXIST.LAMP POST AT ENTRANCE J B„D„ F g E I Ill2'-0” �/ —\� CENTER OF FLOOR OUTLET 6'- " - - "H"-TO EXIST.FRONT GARAGE DOOR LIGHTS 13 CENTER OF FLOOR OUTLET — ' "C"-TO EXIST.REAR GARAGE DOOR LIGHTS 3T-5 3T-4 ' "D"-TO EXIST.DOCK POWER(ICE-EATERS) W actual $ ] "E"-TO EXIST.DOCK LANDSCAPE LIGHTS W ON.3 R. BLUESTONE TILES - 1/4" SPACING RANDOM SIZES-1'X1',1'X2' (3/4"THK.) :.. ,.. , m — — — — — — — I EL W PROVIDE 12" DIA. "IONIC STYLE" T. FIBERGLASS COL. PAINT W Z W 2 COATS BEN, MOORE (TYP. ALL) o D o 1 1/ 2"THK. SLATE PEDESTAL OVER F- STONE 4' H. BASE. PROV. CULTURED STONE FACADE I-- Z W Z 371-511 CULTURED STONE STYLE AND COLOR STYLE-"DRYSTACK" BY COLORADO Iij Z O cr 0 TO BE DETERMINED). (TYP. ALL AREAS) STONE APP. COLOR T.B.D. J } PROV. CONT. BLUESTONE TONE LEDGE J � PROV. CONT. BLUESTONE STEPS P. 5" X 1 1/4" (SLOPE AWAY FROM U [0 W m 3 SECOND FLOOR P L.A N FIRST FLOOR PLAN 12" X 1 1/4" (SLOPE AWAY FROM HOUSE) HOUSE) (TYP. ALL AREAS U.O.N.) 0 W Q W � Q W W W � OW oI w oT_ cn(no wocn Wo W L/)W T cn W ° r r T �a °Q cl) r — r SCALE: NOTE: - 1/411-11011 REF. TO FRAMING PLANS A.1-1, `_�_ A.2-1, A.2-2 &A.3 FOR STRUCTURAL DWG. NAME: FRAMING INFORMATION, CENTERED COMPOSITE CONSTRUCTION OFFICES T FLOOR PLANS 10- 15. 11 DWG. NO.: A- 1 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART nrl%A/I-I(ll F IC QTRIr TI V PPnI-11RITFf1 RV I AXA/ NOTE: W CONTRACTOR TO NOTIFY THE ARCHITECT rT1 �u DEMOLITION LEGEND CONTRACTOR'S NOTE ■ C ANY AND ALL REVISIONS DUE FIELD W CONDITIONS, CLIENT, AND OR GENERAL py --.� CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. ^ z STORAGE AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING EXISTING EXTERIOR WALL I I I I I STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWING FIELD U I I I I 8'-11" X 12-11" ITO REMAIN CONDITIONS AND EXISTING DAMAGE OF THE EXISTING STRUCTURE; II �� (EXISTING) O I ��I EXISTING EXTERIOR WALL 1, ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER �TO BE REMOVED FROM THE CONSTRUCTION FRAMING PLANS. ZO I I I MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. U EXISTING DOOR/WINDOW TO REMAIN. c 2. ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, 00 CNI I I �� III ER EXISTING DOOR/WINDOW TO BE REMOVED, WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE O WORK—OUT RM. uJ� I MADE AS TO THEIR REPLACEMENT. Z 14'-3" X 19'-8" REMOVE EXIST. GYP. BD. &WOOD ---�J I 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. cN (EXISTING) PANELING WALLS, CEILINGS &ALL I I I I INSULATION. (TYP. ALL AREAS) I I III U ^" 001% i �� I I �� REMOVE EXISTING PLANTERS U W w Q ----I--- �� — I Q — __— I RAILINGS,PIERS AND STAIRS. (71 Lu r --------� �i a1 o' - ------------ - -------------- ------- rte- U N (n - - _ — � 'I I --- I I r I I — I I I I I 1 I �•� ¢ a — — — . — • — . — . — . — — — - - \\ L7 r-- I I II II I 1 // II BATH ROOM I II I 4'-4" X 8'-8" I I I I I I J H II >I (EXISTING) I it II i 1 ) r/ �__ REMOVE EXIST. HOT WATER o j I I I REMOVE EXIST. SUMP PUMP CONTAINER, DECK I I HEATER AND PROV. NEW 100 // I 1 1 WASTE LINES AND RELOCATE TO NEW 1 /11,II GALLON "SUPERSTORE" // 16-0 X 28-0 uP j l LOCATION SHOWN ON BASEMENT PLAN. (EXISTING) -- REMOVE EXIST. SLATE & LOOSE II I _--_ CONCRETE SECTIONS. II I - --J J I ----- MECH . ROOM 111 STORAGE 9'-3" X 14'-3" 1\ / / I I I 1 1 1 I 8'-7" X 11'-9" I (EXISTING) -" -� I 11 I II i 1 REMOVE EXIST. I I 1 t r Ti (EXISTING) I I I x\ I CENTRAL VACUUM 11 REMOVE EXISTING BOILER & ��__ �� BSTORE FOR REUSE. ii �� II II I II ALL DUCTWORK, U.O.N. I I II I I II I I 111 III I II REMOVE EXIST. GYP. BD. &WOOD rl� I PANELING WALLS, CEILINGS &ALL 1 t 1 I I I _ _ _ __ _ r 1 INSULATION. (TYP. ALL AREAS) I v WATER LINE &VALVE TO �r -� -� -� �r I I j1 III ------------------------- EXIST. � - � I III �-I �1 �---�L-- I Y I I 1 '1 I REMAIN. i L----J '��/ (�,�,� �I� KITCHEN i Z z DINING RM . F-------� ------- I I I 12'-7" x ,4'-7" 10'-9" X 15'-3" I I L---- I t I 0 0 I I \ r (EXISTING) LUMBER CERTIFICATION i I- �--J (EXISTING) I I � I I �' R� � LiJ I 3N LEAD CONTENT BEFORE 1 p REMOVE EXISTING BOILER & EXIST. I I I PLUMBING `',R aFICATEOFOCCUPANCY i 0 W REMOVE GYP. D. WOOD I ALL PL�WASTE I Q Q z ALL DUCTWORK, U.O.N. PANELING,ITILE WALUS, CEILINGS I l i &ALL INSUL, (TYP, AUL AREAS) I I �� UN�S1 � SOLDER USED !Iv WATER 1 0 BASEMENT PLAN I I I I I TI~sTlr a ` '''PLY SYSTEM CAIV'IiGT �� Z C� L_---- I i �' ;/ ; EXCEED 2/10OF1% LEA D. (EXISTING) t LIJ REMOVE EXISTING PARTITIONS. I�� "t I I I 00%4I PROV. TEMP. SUPPORT AS REQ'D. If^� (��I Q = W 4---- I 0> rr 0 I P I CONIPLY WITH ,ALL CODES OF BATHROOM Q Q 9'-0° x 15'-3° - . I �----� I i I NEW YORK STA-!'E & TOWN CODE Z I— I---_-----1 1 I r-- I (EXISTING) I REMOVE EXIST. CHIMNEY BRICK i t I I �� I I I AS REQ AND CONDITIONS OIF W I Irr TO STRUCTURE/FLUE BEHIND. W I I I I i t � I I I I I _�1 --� 1 (,J SOUTHa,D TOWN Z8A I — . — . — — . — — . — . — . — . — . —I .I- 0 I II � I 0 W REMOVE EXIST. GYP. BD. WOOD i l U SOUTHOI.DTOM PLANNING BOAFO W PANELING, TILE WALLS, CEILING I __ & ALL INSUL. (TYP. ALL AREAS) i L------ j I I j I r--n —, I �_� SWTHOLDTOWNTRUSTEtS I 0 0 U o I ----- ) I i i i i i I i _. . _.. N.Y.S.DEC I _ I I I I . , I I I I I I _--' I I REMOVE THIS SECT. OF FLOOR & I I I I �� ON. REMOVE EXISTING PARTITIONS. I I I ------� I SAUNA STUCCO FA. OF FIREPLACE. ;I I I \\ /�/I RETAIN STORM WATER RUNOFF i � U � PROV. TEMP. SUPPORT AS REQ'D. I i r------------L------J I 5' 3 X 8 1 0 I I I I (EXISTING) I I PURSUANT TO CHAPTER 236 I I I 004% � A\ I 1 1 ISI I I �/ Q// 1 1 U OF THE Taws CODS. L-__-- _ ---- I I I OCCUPANCY OR ------------- aI --_--� -------------- -- = LIVING RM . 1 II —t� 1 Q `� I I I I Q 15'-3" X 20'—O" REMOVE EXIST. GYP. BD. WOOD I I I I �� I USE IS UNLAWFUL^ �� I I I I I I (EXISTING) PANELING, TILE WALLS, CEILINGS i I I uP �— �� Oj I� ('"�E TIFI ATE ,J.J r � I I / 1 &ALL INSUL. (TYP. 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WOOD11 _ _ _!-1 F c� raDAT10N-TWO REQUIRED I II I ER, ---I I I II 1^ PANELING, TILE WALLS, CEILINGS II I t &ALL INSUL. (TYP. ALL AREAS) L__U J L.- _ J tI I I -- '�--- 2 POURED CONCRETE I e 1 I R�?;GH-FRAMING,PLUMBING, j F--R-- BEDROOM i I I ( ' % 1 ,y STRAPPING, ELECTRICAL&CAULKING I I I I \\ f II 9'-1" X 12'-1" I I �t _ _ _ I 3, INSULATION j (EXISTING) 1 4 FINAL CONSTRUCTION &ELECTRICAL I REMOVE EXISTING PARTITIONS. I I y I II f;; I c.�� PROV. TEMP. SUPPORT AS REQ'D. I L__Ll__JT' I --- I MUST BE CONSCOMTRUCTION SHALL ME . i I j ALL CONSTRUCTION SHALL MEET THE j --n REQUIREMENTS OF THE CODES OF NEW I p i REMOVE EXISTING CONC. STOOP I ------------------- i i YORK STATE NOT RESPONSIBLE FOR I w \\�� I I I I I II I , I PLANTERS & FOOTINGS. f� I I r-I__________._------- DESIGN OR CONSTRUCTION ERRORS. i � � i t 11 I II I I I r-----------------� I I L________ I II II II ii II III I --------- --------------------------------------- I I ------------------ --� I i J Ir---------------il 11 II II III -------------------------------------------------------------1 L-------------------------J i W -------_j I t7::::====1 1 II I I I 'I I I I I I I I I I I 1 1 � ELECTRICALS c� __J INSPECTION REG1l�IRED z --- --- -- _� Z � EO A i D Q a ()§ m Ow Ow REMOVE EXISTING DRIVEWAY THIS G'R� I H> W SECOND FLOOR PLAN AREA & REMOVE tg z I p W �., w� w� (EXISTING) zo U)o I TOLL LOLL & EOMOVE (STING TREE STUMPS '+ 2_��fe I D (p cj � r r - - ------ - - -— ------------ ------------------------------' SCALE- 1/4" CALE:1/4"=1 '0" FIRST FLOOR PLAN OFFICE SET DWG. NAME: (EXISTING) 1 0. 1 J' . 1 1 DEMOLITION PLANS �(f t / ! THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS, CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT, ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A- D A CONTRACTOR TO NOTIFY THE ARCHITECT W OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, ` z ` O V U O y U OC7 N Z 00 � 14 RE E EXI T. R U w z cn REMOVE EXIST. CHIMNEY/ A E EXIST. F SHEATHING EM XI CHIMNEY/ AP ATH PREPARE FOR EXTENSION TO NEW & ROOF RAFTERS. EX. FLAT ROOF PREPARE FOR EXTENSION TO NEW ______ & ROOF RAFTERS, EX, FLAT ROOF [� ` o, �= CHIMNEY HEIGHT. TO REMAIN TO JOISTS ONLY. CHIMNEY HEIGHT. ------ TO REMAIN TO JOISTS ONLY. ^ cf) N F---_ ------ ------r--------- 00 ------------------------------- /REl ------------------------------ �i N --- FQ ______________ __ ___________-_______1___ JL7JIT-rJ�IL�JI-11-J1rLJ1�-T-ILnJr-It-JLJ�f--I-JiLrTI"-1 -JIL-�u--IrJ�fLl�-'i-JILrJIr-lr�JL'JiI--I-J�fLJr-'f-JILr�Ir- -JIL'JlI-�-J1Lr�lr-lr-uL-SII--IrJ� F-7-Jlr-lr-7--7-7--I-J11L'-r--7 1,7l---l7,T-JIf-'P-JILr7-r"JfI71-71-JTLJ7-7-JILrJIr-rJ�fL-JII-7I-J4L7-7'-11711--1777- 1f=fl'lr=77171=7 �� O M DLII II LIIJLII II LIIJLII II LIJLI� II LIIJLII II LIIJLII II LIIJLII II LIIJLII II LIIJLII II LI�LII II LIIJLII II LIIJLII II LIIJLII II LIIJLII II LIIJLII II LIIJLII I� JLII II LIIJLII II LIIJLII II LIIJLII II LIIJLII II �IIJ�II II LIIJLII II LIIJLII II LIIJLII II LIIJLII II LIIJLII II LIIJIL JLJ1_JL JLJI-JL L��JL J�11_JI 1 � a � JL JL-IL JL JL JL_1L JL__IL_ _IL JL JL JL JL JL JL JL JL LJL JL LJL JL LJL I_ LJL JL_ IL JL JL JL JL JL_JL JL J`_ L JL LJL 11 I�L J JL J L J L-I JL _I JI- _ JL 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I�r IrJ� ��LL�I I�r >� IfJ� I�r I� II II I4 II � II II J4� >� J4r I4F II SII I4r II �� r I�r I4r �4r Il fr II r (J II 11 11 I� I4r IFI4 -n IFIL II � IFJ l L LJ L LJ L LJ L I LJ L LJ L LJ I LJ�JL LJ L LJ L LJ L LJI� L LJ L LJ L LSI L LJ L LJL�L LJ U L LJ L LJ L LJ L LJ L LJ L LJ L LJ L LJ L LJ L LJ L LJ L LJ L LJ L LJ L LJ L LJ L LJ ,— — — —�T�r] Jl l� �C _� L i 7-41— —�rl�,—� ,-4— ��rll—I� "r —�� rl — I[� I� I_ I� If _ _�i T- r --i- I r T r - - r 'f �1 r � T IT rT`1- r �- - � I N IIII IIII II I I I S I I IIII 111111 111111 IIII1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � �P 1 1 1 1 1 1 1 II I I I I IIII II I I I I I I I I I I I I I I I I I I •� I I I I I I I I I I I I I I I IIII I� I IIII l " I I I I � I I I I I I I I ( I I I I l 1 1 l l l l l ljl II � pl II III I I I I I I I I V I I I IIII IIII I I I I I I I I I I I I I I I I I I I I I I I t I I I I I I l I II I I II I INI 111111 111111 IIII 1 1 j l l l 1 I I I I REMOVE EXIST. IDN ALL I I IIII ER III IIII ER II II ER IIII REM VE EXI T. RF:-- WALL ER 111111 ER 111111 ER 1111 III II I III III 1 11 DAMAGED SHEATHING & REPLACE V IIII O I I IIII O 111111 O IIII I W 1 1 1 1 1 I I I I III I III I III II III I WITH NEW. (TYP. ALL AREAS) I IIII I I II I II I STOOP &ALL DECK RAILINGS, I I I I I I II III II I I IIII IIIIII IIIIII VIII I II II I I I I I I I I I I I I I POSTS AND DECK SURFACE. II I III II I INI IIIIII IIIIII IIII III R II 14 III I I I I I I I I I 77-77--T- q IIII IIII II III Ilolllo III �1J L1_h ILJ�IL� JyI�J�I I I I I I I Ir ill I I I I --� I I I I I I I I II I III I I II I I I I I I I I I I I I I I I I I I I I �r-�-rr-i-T�-rT-i I I I I I I I I I I I V I I I I I I I I I I I I III II III II II I REMOVE EXIST. RETAINING I II III r___� II II -- -- --------------- --_- II I I III II I STOOP &ALL DECK RAILINGS IIII I III I 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 I I I I I I III III II 1 1 II � I I I I I I I I I I I I I I II -1 w�:•C-===]�;:'�� POSTS, AND DECK SURFACE. (TYP, 1 1 II I O III ----- ` It III II I I I I I I I ) I ER I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -I I';•:I L::••�•1 ��•'•..:,.;,.I 1 1 1 I i I I I I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 I l 1 JIL,�-„ I l l l l j II V I I I II I I I I I I I I I I I I IIII I I IIII I I I I I I I I I I I " I '' r ,,llLL I I I I I I I I I I I I I I II I '•'I p;�,:;;�,: I,�;:i�';•',I O FTS=r�--rr-rr I III I I IIII =====J I L�_1_yJ__� _I_i�_ ��_I_L I l l III L-__J II 1 JL L1_I_J �_L ��_L�-1_L�__ 1_i_i_1_L1_I_ =_L_1�_ I_L�_L1 C_-__ __._ ----- J_L _I_L.1_L III II i_iJ_i^ '�--------� ------ --s _� -- -- -- l ------------ -- -- -- r -�r--------.--=�---�---- ] --�--- --- - �SII Ifll IIII In •.N .. �I ----- - — r C.___ __ �1. I I I I I I •a; I r1 r1 ul Nr ,NNS �IINr ,III .• I I I . , I ; ' `I 1 INIII ;IJ IIIIII Illi". •, °. ;;III I I I I ill +•.IN IIII IIII III ER IIII ER IIII ER Ill • I I Q Z r 1 . i l b• I O I I O I I O I III I I I I Ill INS ER �IIII� ER VIII+ ER IYl IIIIII IIIIII IIII• aJJ� L J SII "INI ll INNI Ill!; I W J L I L--.�I .�iIIIL--.� I - - --- - --- z V , = W WEST ELEVATION SOUTH ELEVATION O o (EXISTING) Z � � (EXISTING) W DEMOLITION LEGEND °C 0 W EXISTING EXTERIOR WALL U TO REMAIN O 0 EXISTING EXTERIOR WALL Il V II ----------- TO BE REMOVED 0 � UEx EXISTING DOOR/WINDOW TO REMAIN. D ER EXISTING DOOR/WINDOW TO BE REMOVED. < U ER EXISTING DOOR/WINDOW TO BE REMOVED & RE-INSTALLED. REMOVE EXIST. ROOF, SHEATHINGREMOVE EXIST. HIMNEY AP REMOVE EXIST, CHIMNEY/CAP REM VE III T. Ill HEATHIN & ROOF RAFTERS, EX, FLAT ROOF PREPARE FOR EXTENSION TO NEW _ PREPARE FOR EXTENSION TO NEW ____ & ROOF RAFTERS, EX, FLAT ROOF TO REMAIN TO JOISTS ONLY. CHIMNEY HEIGHT. CONTRACTOR'S NOTE : CHIMNEY HEIGHT, TO REMAIN TO JOISTS ONLY. _ _ _---- _--- I AFTER DEMOLITION, THE CONTRACTOR MUST INSPECT THE EXISTING C--------------------------_ - -- - -- --- L LJ CI IILI ��CII�IrLLl LJrl � Ir CI AJC C T-C- C I r IIr 111��ir�llr I� JII II- r -I� JLI r� Fit _ STRUCTURE AND NOTIFY THE ARCHITECTS OF THE FOLLOWING FIELD I IIr I Ir Inl= IS I Iry7J�M _7=77r�� L J �LIr YL-11 LIr YL-,IL,i II LIILII �rLIIL,r Ii LIILII II llILI,, II LIILII II LIIJLI� II LIIJLII II LIILI LJL LJL L IL I _1L L JL i� L LI LJL LJLJu L-L LJL LJL JL LJL LILL JL II IL 1 �� a IJl a LJ a L I u u �� CONDITIONS AND EXISTING DAMAGE OF THE EXISTING STRUCTURE; II J 11 a >J� u u u �� a I�Y a I�Y Ir y a II II II 11 LJL 11 II JL JLL L JLi��L IL_11-LL JL,,JL,�L ILI�L� IL ILIL�L JLI J T L JLI J f TI1L JLI Jar�L JLL��L _1L_� L JLI��L ILI J4r�L ILI� �L J11� -1. ORIENTATION OF EXISTING FLOOR AND ROOF JOIST THAT DIFFER rl TIL ILI��LL ILILLF_IL IL ILLY+JL lrrr TIL JLI Jy 4L-LIED�L JLIIJ +JLIIJL�YL JLFLT-Tt �J L LJ L LJ L U_J__L- -_°-_1L--y-�_u LJ L LJ L LJ L LJ L LJIrIL_-_��-_L��--_�� L LJ L LJ L 1 1 L LJ L LJ L LJ L LJ L LJ L LJ L LJ L�LJ� LI�LJ�Ju Irk Lr I� Ir'-Ir"__ �N"-i'��IFr=='�I �r Ir I� �r Irk Ir f�"`°"-�IIN 111�'�-�� I-� Irk IrI FROM THE CONSTRUCTION FRAMING PLANS. I� Ir L LIrI l r Irk Lrl In �r Yr F__ Irk i I r 1 r 1 r 1 I r 1 r r 1 I _I 1 L_JL LJL LJL LJL J JL I ILJL JL LJL LJL LJL LJL t_1 1LLLIILILJIIL1��11� �NN� �IIII� MILLJ 1IJLIL L°JLILLIiLILL°JLILL LIF Illi �IIII� �IIII� �IIIJLILLIILILLII LIILIL MODIFICATION OF THE FRAMING PLAN MAY BE REQUIRED. iF, 11 �� a J� II lLlr a rl 1 III i 1 L JI � LII�� II �� J -JJL� rJ� a Ii�� II Irl a If � u Irl IIr I I(J III 11 11 II NII IIII II II II L� rJ� Jar J�ll IIII IIII II II II II II 2. ROTTED OR CRACKED EXISTING FLOOR JOIST, CEILING JOIST, �LIrJ�r TL IL LIT IL JLL IL ILII IIF LL ILII �L JLI L JL L IL L IL L JL L1 OLJIILI�LJIYLIFILJIIL�III INNI IIIIII �IIHILJIILIYLLyLII�ILJILLI�LL�LI�LJ411� �IIII� �IIII� jll YLI�1LJL�JLIFYLJL�ILI�L1. ' WOOD STUDS OR SHEATHING. A DETERMINATION WILL BE hI�LJ�rLIr�LJL�LI�1LJLrLIr IILJL�LIr IILJ �JLI��J SLI L LJ L L� L 11 ER NN ER IIII ER II N ER IIII ER IIII ER II r� II- I� IIr IH Ft Ill II LJL JL JL I O 11 O I I O I L JL L JL��JL�IL L_I��IL L L I I O I I O I I O IJL LJL LJL_�II_JL 1 ` 1 L L J L LJL LJL �IL�J JL L JL JL J JLJu LJL LJL JL 1 II II a II II NN NII Illy 11 rl� II 11 11 I II II rJ I� Ir II IIII IIII II J� II r 11 111 MADE AS TO THEIR REPLACEMENT. iL LJL LJL Illi IN NI III Ill IIII L L IL LJL LJL L IL l Ill IIIIII IIIIII 111 i LJL LJL L J1L � IL� II IL� II IrJ� II IrJ� II 11 11 II IL I II IrJ� II 11 11 II IL I 11 IL ILI L IL I �iL L Jr �III �NN� IIIIII INI IL J L LLL_-I111 L L JIr_L LJ INI IIIIII �IIII� SII L ILL L ILL L F] 3. EXISTING STRUCTURAL COLUMNS THAT DIFFER FROM THE PLANS. ILIr L IFI I IL ILL L ILL L IL�L II�JIr I ILS� I ILr1r ILS f 41 __ II LI Ir Lf I L__J L__J L__J 1� L lr rLr l� Ili 11 II ITL Ir Ir 1 11 11 1 II l r IIr IIII-II� 11� LJL MIL JNNL_ JNIIL-_JII�I� -J 1 N IIII IIII II J III 1L_I LJ I I p II LIILII II LII LI J�LIILI LIILII �LIILI(J�LIIJLI JILIIJLI J�LIf `7rLL _I____il"1f'lf-Tf�LII II LII 11 1 II 1 1 LIILII III LI�, �I(J�LI11 II LIILIr II LIILIrJYLIILIrJILIILII II LIIL JLII II LII LI( 11 LIILI L-JL I JL _III JL L II� _JJ �JLIII� I�� JI� � I�� ir II I(J� II IrJ II ( JLII II L Il II LL JLI II II L4LII �L IL JI,F LL JLII JLIJLI�LL JLIFJLI 4L JLI Ilf TIL ILL 4L JLIIJI+IL ILII if +ILIA TIL_IL qL JLI�L��L Il+_111-1611 SIL JLI�j+JLIiJI SIL JLIlLy�L JLI J�+JLI +JLI j �L JLI�j+JLIl_y+JLIFI�YL ILFJL JL IL m iL1LJIILI�LJLIIJLIHLJYLF ILJIILIHLJ II LIHLIY II IILJ II LII IILJ II LII IILJ II LIT IILJ II LII IILJIII LIF IILJ II LII IILI II LII II IrL,HLJ II L,HLJ II LI(�LJJI'1 IYLIFYLJyLII IILI II LIFYLJ II LILfLJ II LII IILJ If L17YLJ II II Llr IILI iLLIi�LI II Llr IILJ r�Llr IILJYLIHu ' II I II I L� ulli Iii II I I I I I L1 LJ J LJ LJ `__I II__I II_ I I I J L_I II I II I L_I I{ I ` I �l TrLll LII LIILI( it LIILI JII LIILLII II LIILI JiI LIILI 'II LIILI(J II LIILI JILII LI J II LII LI LIf�LI( II LIILI J II LIILII II L 1�LII II LIILII ILIILInII LII �LI II LIILII LIILII LIILI J II LIIJLII FLIILI J II LIIL JLI LJL LJL LJL LIJL L I � I �.IIII .I �II ��II � IIII _ IREMOVE II ��IIrJ� u r u lLlr 11 �� ALF l OL JLIfJ lI LL JL�Ir�L IL�y qL ILIIJ it �L JLI��YL ILIIJJI II LTLII l 4L ILI JL qL JLf 11 .TIL JLI Jy YL JLI4�L ILI -ly L JLIrJIIr YL JLrJ' TIL JLII_11 4L JLI JJr�L J1LI�L��1 DAMAGED EXIST. HEATHING & REPLACE 1�qL JL,, TIL IL,f y TIL JL, lF qL JL,FJ YL ILI J F TIL JLI-Ly J� LF YL JLI �L JLI II YL ICED SIL ILIrJJr TL JLI Ill L,�1��11.J1- .-�IJ<` ,1-r1-_1�-11l•JL-r�� r- -��r-r�-i 1 11 WITH NEW. (TYP. ALL AREAS) LLL 1��s-rl4r-��14-11L�L�.-_�I�JLr �r1 Llli�L1�" rf�'fILr1�1��7"IIL.� � j l� 111111 IIIIII III I I III r--, III i I I I I I I I IIII NI III UII I 11 II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ❑ II II I I I III III I I I I II III III II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I W IIII 111111 IIIIII IIII III I I III 1p III IIII II Lu IIII ER IIIIII ER IIIIII ER III 111 I ER I III III III I I I�I IIIIII IIIIII IIII 111 I O I III I I 111 Ill III IIS j STOOP &ALL DECK RAILINGS, II I IIII IIII II I I ER III ER III gR 1111II I I�, II 11 III hl III V III III II POSTS, AND DECK SURFACE. P, II I 41 = 1��=�,LL L--J III V IN ip Ip IIII I - -1-7-1-77- Ill Ilio III III III III Jill u 1 1 IIII m ri III III 11 I I I III III N 1 II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � 111 I I I I III 1 1 1 1 1111 III IIII II Lu _L1 I -� J11�LL11�1L = '1_I_L�_� I1�______LOP.L�'______ilL_______�I - -�-• __-____-_ --- II I I I I I I I ❑ _ __ t rT -2 -- :L-------------- 1 �______ t 4 L _ _____________ II 1 1 1 1 1 -llrr'.:.'.�•.rrr r� f Tl>r______-1 r . :' Ilr_ � i I I I' ' 1 1________-___ �..• •L{ I (� I I � I'••'•;...••• T7 I T-f�lr•rrT� •7 I I I I I I I I I I I I I I Z_ L.1 LJ r :y II 1 I I I // I:•.,r.!:. 11 IIII Ill I' IIII I IN IIII I I I I:•,v.1..;1 I III III _ ` . ,,; ',`, ' t I " I I I� /"/� II j1 - =•1L_1=LJ=__= -__�'= :�•.-L1J_L1=1---- -- --�---- ----- --- =L --='�______________� `l------ ---------- -L _=__=__ ---� - - 1 "'•`'....•:;^_� Ill J I I I I I :" ••�: .I__ _ J L1__L1 �'0 _ I I' 1 U m G r 4� 1 o 1 f• °•I o I- I � ••I I a 1. 1 I.. I W . . W f E I d •rl � � U)C �0 SQ LL❑W O r c f � r r EAST ELEVATION NORTH ELEVATION _ SCALE: EXISTING E 'er 7/4"=1'0" (EXISTING) (EXISTING) � A`� C\: ^LL �� OFFICE ICE SET DWG. NAME: �. 1 5. 1 DEMOLITION y rrr ELEVATIONS r 15,•f'" THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A— D . 1 NOTE: CONTRACTOR TO NOTIFY THE ARCHITECTrU OF ANY AND ALL REVISIONS DUE TO FIELD w i7 CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER M THE CONSTRUCT. DRAWINGS/SPECIFICATIONS.ONS. z Q U N O \ rn Q .� U O \ Q z00 N a G W U m � 2'-0"W. X 2'-0"W. X V-0" o D. P. CONC. FOOTING. U m N W/V-4" X V-4" W. X 4'-0" H. P. CONC. PEDESTAL pQ,1 1;•:i; (TYPICAL ALL) \�\\ \ \\\ \ gg xmm\�� PROV, & D. CONC. WINDOW WELL, TOP F WELL 2"A.F, RADE, PROV. 1" DIA. GRAVEL BELOW W/ ALIGN NEW FOUNDATION PROV. DBL. 2" X 6"ACP. SILL PL. 3'ADD'L, BASE. PROV. FLUSH W/EXIST. PROVIDE 3 - #5 WITH RMI SHIELD FIBROUS STAINLESS STL. GRATE. (.REMOVE.) LXI T. FOUNDATION REBAR AT CONNECTION. INSULATION (TYP. ALL AREAS) PROV, STRUCTURAL LINTEL OVER - TO REMAIN. (TYP.) ADDITIONAL (TYPICAL BOTH WINDOW WELLS). WINDOW/ WELL ALT. 3 #5 REBAR OVER OPENING s, 4" P. C N , SLAB - HT. TO MATCH 61 EXIST. PROV. W.W.M. IN SLAB OVER ADDED TO EXIST. GRAVEL TAMPED BASE. FOUNDATION. 1 .23.12 PROV. ' D. CONC. WINDOW WELL, TOP OF WELL 2"A,F. GRADE. PROV. '•'' S''' `' s 3' D., 1" DIA. GRAVEL BELOW W/ 3'ADD'L. BASE. PROV. FLUSH PROV. 2-1 3 4" X 9 1 2" MI ROLAM U RY _ LVL OVER ALL WINDOW & OPGS. Y PROV. TRUCTURAL LINTEL OVER STAINLESS STL, GRATE. REMOVE.) BASE T WI DOW O GS PROV. STRUCTURAL LINTEL OVER +•,, (TYPIC ALL 2 WINDOW WELLS). a • , ,••� .:', (FLUSH WITH RIM JOIST)(TYP. ALL) ALT. 3 5 REBAR OVER OPENING STORAGE (TYPICAL 3 #5 REBAR OVER OPENING F Z z PICAL BOTH WINDOW WELLS V-11"X 18'-4" , • O ROP c2"X 10"F.,l.Cc7 16"O.G._ �"X 10"F.J.[cry 16"O.C._ " " O ' PROPOSED +' O (PROPOSED) (EXISTING) (EXISTING) (TYP.ALL) } •'••, 8" P. NC. WALL W STONECAP •. ." ., , .•;�•;; ,' S1 �",;• ON "W. X 10" H. P. CONC. FT'G, 4 :• +'' PROV. STRUCTURAL LINTEL OVER PROV, CONT. 2 - 1 3 4" X 1/2" �- '' " q..& '' ' (TYF� AL BOTH WINDOW WELLS), JB BASEMENT WINDOW OPENINGSMICROLAM LVL WITH 3/6"X 9' STL. P. CONCRETE PAD (TYPICAL ALL 2 WINDOW WELLS). BOLTED DIAG. AT 1'-O" INTERVALS W 6"ABOVE GROUND Sp ,',; ALT. 3 #5 REBAR OVER OPENING ,,. P •, `•� Q Z s.•y ' + 8" P. CONC. WALL W STONE CAP 5' 'i" ' i.r•• ;; 2'-0"W. X 2'-0"W. X V-0" D " 06 ON 16 W. X 10 P. CONC, FTG. z D. P. CONC. FOO ING. (TYPICAL BOTH WINDOW WELLS). 00%kk - Q ;:a«':.'•�., (TYPICAL 4 FOOTINGS) D 16 U) U 4-4" „'- U U Q = W uj 3'-7 1 —/A uj Z f' C '�r I 11 WORK—OUT RM. P 31 -10 " P CONC, SLAB - HT. TOMATCH 14'-3" X 19'-8" Mc EXI T. PROV. W.W.M. IN SLAB OVER (EXISTING) PROV. 4" DIA. DRYER VENT W L ELacAT�° :• ': GRAVEL TAMPED BASE. (SCREENED) & VH. GYP. BD. O :' "•'" ''• .;` �2"X 10 F.J.[u7 16"o.c._ " " BASEMENT WALL BELOW (TYP.) W 13 ' P. CONCRETE PAD 6"A.F.F. N (EXISTING) (EXISTING 0 SOFFIT. (CONT.) JB ' ,y g CONTINUOUS HAUNCH SLAB. ) (TYP.ALL) O j ' U o PROV. " DIA. X 10" L. TL. BOLTS EXIST. FOUNDATION Y! THRU SILL PL. OF LIGHT FRAME TO REMAIN. (TYP.) O CONST. EMBEDDED INTO CONC. 'r' •� @ NO MORE THAN 3'-0' O.C. & 1'-O" TFIRST FL. WALL ABOVE P. VVV a..• UP 14 R. �` "` . } AWAY FROM ALL CORNERS. (fYP. 0. 17 4 ;r'"•`' '•�'" ALL NEW FOUNDATION AREAS) U BOILER 9VV. I 4" P. CONC. SLAB - HT. TO MATCH PROV. FIRE-STOP BLOCKING OP OF STAIR) 12 - OILFIRED ••+' �� EXIST. PROV. W.W.M. IN SLA OVER < 8 0 O.C. (TYP. ALL AREAS). 1- OR UPER9T0 a. •;. �•. '_ u 1- E ATERSTO F.C.U.iM'1 GRAVEL TAMPED BASE. " TER STO RAG E MECH. ROOM 16-6- (PROPOSED) SED a .• '. .•; (PROPOSED) "' '.� '; _* PROV. WATCHDOG WATERPROOF. :1' ,: 9'-3" X 14'-3" ALONG PERIMETER OF FOUND. WALL BELOW FIN. GRADE. INCL, ` • PARGED JOINT BETWEEN FOUND. �2"X 10 F.J.Cad 16"o.c._ z" "F " MICROLAM LVL WITH 3/8"X 9" STL. (EXISTING) Je JB +'' WALL AND FOOTING (EXISTING) (EXIs I G) (T�'P.ALL) BOLTED DIAG. AT V-O" INTERVALS PROV. 5/8" F.C. GYP. " BD.(CEILING &WALLS.) ALIGN NEW FOUNDATION ? �' " P. CONIC. FOUNDATION WALL (TYP. BOILER AREA) W/EXIST. PROVIDE 3 - #5 sq WITH 1'-10"W. X 1'-0" D. P. CONC. REBAR AT CONNECTION. `'' ' '+ ' �` FOOTING (CONT.) W/W.W.M. IN EXISTING EXISTING (NEM (NEvv) WALL AND FOOTING. (8'WALL) WATER LINE ELEC. 200 A. FILLER/VENT v L.oiLTANK 36" BELOW FIN. GRADE (TYPICAL) ,. .; wL `y PROV. 3 #5 TIE RODS INTO EXIST. .,;„ FOUNDATION WALL. (ALIGN) �::, ••y ':y'' • �,': .• :.:. PROV, 3' D. CONC. WINDOW WELL. ,'4• r••� ..:... I.'';'7',,.'.1••� ,'...•..�:•:> ,..:•• :.:.:f.•:•.,�1 -•L--"''s� TOP OF WELL 2"A.F. GRADE. PROV. +`', ;" '� `'' a; " ' �;';.� •' > ;•::{:..�:;.�`., ..,, 1..;..; 3' D., 1" DIA. GRAVEL BELOW W/ 3'ADD'L. BASE. PROV. FLUSH - 11 EXIST, FOUNDATION ''s'' :; �.:.,•',!'�:.,�. +.'•'`' �;' °:`, + "'.,' STAINLESS STL. GRATE. (REMOVE.) TO REMAIN. CFYP.) :a., .'' :+''•+"1. : ;• f'' ��`".':.'r •t ;y .' • PROV, STRUCTURAL LINEL OVER .• ;;' .:;'�'' •'i^ ,: :�. ;: ,,,'.: ' (TYPICAL BOTH WINDOW WELLS PROV. 2 - 1 3/4" X 9 1/2" G.P. LAM • •. .;?�;;. ALT. 3 #5 REBAR OVER OPENING LVL UNDER ALL PARTITIONS.BLK. ;•i :•�<. :,,�.:�., �. �:'.;•':•; �':`� ;:`; 'r AS READ. BELOW F.J. (TYP. ALL). "` %•"• :i' :c;: :_ •ir.'Z,'°f,+ •;' ,�; ':t' F V4' ''•' r SI, P. CONC. WALL W STONE CAP ;ti,,."�.;� ,�.. .,,t, ,•', ;,: ,'k;:,:. ON 16"W. X 10" H. P. CONC. FTG. V-5" "` ! i ,` :'x.' 'r r`• (TYPICAL BOTH WINDOW WELLS). ,,'•.:,':, ;.'� :.:�: JAN 2 4 2012 S_3, BLDG.DEPT. O TMM OFSOCTHOM FIRST FL. DECK FRAMING PLAN < I =p; z m FOUN DATION PLAN W o THIS DRAWING IS FOR REFERENCE ONLYLu ONLY& IS NOT INTENDED TO BE SCALED. z r '' rc" ' -� � � �� p W coO W ,r :)Cr Q I Ir 0 NOTE: o0 N ®INDICATES BEARING POINT LOAD , ^ Lli THIS LOAD MUST BE TRANSFEREID (Op' (rj W/ADEQUATE VERTICAL BRACING. N p tN- SCALE: 1/411=1 1011 OFFICE SET DWG. NAME: 10- 15. 11 FOUNDATION/FF DECK FRAME. PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-0 Coe) I CONTRACTOR TO NOTIFY THE ARCHITECT ��"-••+I OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE 1� y CONSTRUCT. DRAWINGS/SPECIFICATIONS. [r1 z V \ � U Q � N y a z z O � C7 N a � z00 N ;.—• 1 r,.:-�.�.-1 r,rr-+r� r—,-rr *•7 I. r*'ll I? El, r: r ll cn N cl 2'- " W. X 21-011W, X 1'- " N D. P. CONC. FOOTING. ` U W/ 1'-4" X 1'-4"W. X 4'-0" �� m O H. P. CONC. PEDESTAL I 17,47.,f• (TYPICAL ALL) 100 J Li..s.�Jl \\\ L \\\ ALIGN NEW FOUNDATION PROV. DBL, 2" X 6"ACID. SILL PL. W/ EXIST. PROVIDE 3 - #5 WITH TERMITE SHIELD FIBROUS EXIST, FOUNDATION REBAR AT CONNECTION. INSULATION (TYP. ALL AREAS) TO REMAIN. (TYP.) 6' 4" P. CONC. SLAB - HT. TO MATCH �' EXIST, PROV. W.W.M. IN SLAB OVER — --------------------- -------------------------------- -- GRAVEL TAMPED BASE. I I I WORK—OUT FW. 1 -- --------------- - -------------- ---------------- -� -- -- V ELL02"A.F. GRAD EWRO V. O . U 14'-3" X 19'-8" :' I 3 , 1" DIA. GRAVEL BELOW W/ (EXISTING) I I I .• I — — 3 DD L. BASE. PROV, FLUSH PROV. 2-1 3/4" X 9 1/2" MICR LAM I ST INLESS STL. GRATE. REMOVE.) LVL OVER ALL WINDOW & OPGS. Y ( (FLUSH WITH RIM JOIST)(TYP, ALL) ' I t „• ;,,•; i �� R V. STRUCTURAL LINA-EL OVER Z A P. CONCRETE PAD I I OSTOFfAGE I Tj AL ICAL BOTH WINDOW WELLS). O 6"ABOVE GROUND I I s'-11"x 19'-4" d . 3 #5 REBAR OVER OPENING2,x io"F.J.cad ie"o.c._ 2"x 1 ' F 1 2"x 1 ' F.J. 1 O I I (PROPOSED) 6,,•' i Y1.:. i ��/`- � ` (EXISTINQ) (EXISTIN ) (TYP.ALL) a II PROV. CONT. 2 - 1 3/4"X 9 1/2" I I I MICROLAM LVL WITH 3/8" X 9" STL. W EMENT WINDOW OPENING BOLTED DIAL. AT T-O" INTERVALS Q W I I '•,' 1 (TYPICAL ALL 2 WINDOW WELLS). ?''' ''• `'i;, 8D f ALT. 3 #5 REBAR OVER OhENING Q Z ti r P. CON WALL W STONE AP 0 00% '�' .t ` y,tl' I D. P. CONC. FOOTING. _ N 16"W. X 10"BOTH H. P. OW W LLSFT' . _ ♦ ^ _ ,�L, A • ,'' ' 1 _ (TYPICAL BOTH WINDOW WELLS). _ _ Z V♦1 Q (TYPICAL 4 FOOTINGS) o D• I Q Q Q 0 IJB / \ I 4-4' 11- ' V V U Q W uj W� Dx I - - �, r W W U) I I I ®'•;.1 ' F L UVJ. L'. I '� ® O O P 131ui -101 1 Q 2 - MATCH I I C 3 4 P. CONC. SLAB HT. TO I EXIST. PROV. W.W.M. IN SLAB OVER Q W EXIST. FOUNDATION I I IS GRAVEL TAMPED BASE. TO REMAIN. (TYP.) 1 I PROV. 4" DIA. DRYER VE T w. L, asT�PUN. t s r' :I W (SCREENED) & 1 H. GYP. BD. % O — •, ` ':•�'"� ':,• ,r• xio(exie ITN1G8)o.c 1 (EXISTINQ) xi (TYP.ALL) �_� 2" 2"x 2" BASEMENT WALL BELOW P. 0 I SOFFIT. ( CONT.) 13 EJB I r ' •� •' g' P. CONCRETE PAD 6" A.F.F. ON rrRR 1 j I ,, •'•: .'•`' CONTINUOUS HAUNCH SLAB. 0 V I 1 SD f a0 _� I , ':'•:••+ i'' PROV, 5/8" DIA. X 10" L. STL. BOLTS " THRU SILL PL, OF LIGHT FRAME 0 , CONST. EMBEDDED INTO CONC. U I I' •''' J;' ''' " FIRST FL. WALL ABOVE P. @ NO MORE THAN 3-O O.C. & 1 -0 U 1 -.--- ? AWAY FROM ALL CORNERS. (TYP. I• • a UP 14 R. ,,,%f,f..: „ ,; ; ALL NEW FOUNDATION AREAS) U I _ r, •. BOILER SW. •' - a `•• oaoPSTAR) L 4” P. CONC. SLAB - HT. TO MATCH PROV. FIRE-STOP BLOCKING — OILFIRED / ••_;..�.J G 8'-0" O.C. (TYP. ALL AREAS). OILER I I 3 E IST. PROV, W.W.M. IN SLAB OVER L___ F.c.u. , ` I G AVEL TAMPED BASE. 4 O 100 OAL. i•' HO UPER6TOR �y-��•77 -� 1- E ATER 3T0 �s•�-p I' L. _ _ /j / H TER / N a7 f V I-"7I"'F E I f 1 I \ (PROPOSED) b I 't' .1`' I R V. WAT HD WATER OWE `` I I 1 ,,ti.' ' 1 I LONG PERIMETER OF FOUND. SD WALL BELOW FIN. GRADE. INCL. PROV. CONT. 2 - 1 3/4"X 9 1/2" 9'-3" X 14'-3" I I I" I `` I PARGED JOINT BETWEEN FOUND. �2'x ia'F.J. 16' o.c._ " " " " " MICROLAM LVL WITH 3/8" X 9" STL. I (EXISTING) 1 4B — B I I •�' WALL AND FOOTING (EXISTING) (Ews a o) (TYP.ALL) BOLTED DIAG. AT 1'-O" INTERVALS PROV. 5 8" F.C. PYP. I I V I I BD.(CEILING & ALLS.) j I SD I 8" P. CONC. FOUNDATION WALL (TYP. BOILER AREA) I ALIGN NEW FOUNDATION d , , WITH 1 1 O W. X 1 0 D. P. CONC. W/ EXIST. PROVIDE 3 - #5 I •: •e, REBAR AT CONNECTION. 1 '" " •^ 1 FOOTING (CONT.) W/W.W.M. IN EXISTING EXISTING (NEW) •.(NE\M- I I--- — WALL AND FOOTING. (8 WALL) WATER LINE ELEC. 200 A. FILLERNENT 27' _ .OIL TANK T 36" BELOW FIN. GRADE (TYPICAL) L_— WL _—__-- f� "L_ _ L 'y ,, j PROV. 3 #5 TIE RODS INTO EXIST. ---------------- — ----------------------- _—_ FOUNDATION WALL. (ALIGN) L----- ------------------------ — -- �,�;�, 'may '•'r',,x._: ;r }•.�'- _,•y':, r �-:#':' — ' -- PROV. 3' D, CONC. WINDOW WELL. ' ; •...`'•.' ..''f:.,�.. . '•:•,: ' >:,.::,•:;::....,.''••� ;•. TOP OF WELL 2"A.F. GRADE. PROV. 4z r ;;1 : .''.r; ;{;:••.;•:��.�' "% :'•# ' ; I 3' D., 1" DIA. GRAVEL BELOW W/ �_ �� I �•.��:: �1':;.�•.�•' ' •-'..;.•"•�'•�,•;��' ''�``''• •';`'::'•:r ?.;;�';�•;;;••�.;, '�•, , ..:'• ^•;,,�:I,: ' I � 3 ADD L. BASE. PROV. FLUSH EXIST. FOUNDATION I ::.T.>, �: '�':;;';.�•••�� :. ••:: :Z. ...•.•; ;•„f .'; ,,;;.': .;:,,,+�;.;�;.,.• ;�•' :�,;'.'•� I STAINLESS STL. GRATE. (REMOVE.) �' ?' ” ' �'';' �•" " ' +'`' PROV. STRUCTURAL LINTEL OVER TO REMAIN. (TYP.) I `3:a�;;.::;:;:'r.. , .:,•,;, • ;� ,,: ::,.. � .,•.•. i.;;.: I li•.,,;*,:..; .?...' ,.,::,,•:';..;,. ..:,,;•:,+'..,..,:;:.:: : ;:;;;•:;•;';:: .':'.:::; :';.,'•:+''.;' ,h' �''• I (TYPICAL BOTH WINDOW WELLS). PROV. 2 - 1 3/4" X 9 1/2" G.P. LAM I ;: •;1..:, _ ,',� y ;? ` ' 't" ":la ':• I ALT. 3 #5 REBAR OVER OPENING LVL UNDER ALL PARTITIONS.BLK. I :I`' r. .:y ,,., •�, ::;.,• •;�;;';i`• ' .. j t '.�.; ;. yi, 5' AS REQ'D. BELOW F.J. (TYP. ALL). 'i;�: ;,;•,• �" .«;•` �,; T :i;; ;s :,: ,.:'... 8" P. CONC. WALL W/ STONE CAP ;:,:'`1 •• :'xl: " 1 ON 16" W. X 10" H. P. CONC. FTG. 1'S° I ;'j. :i : i. .`�•J:•• :h `;. �.' ,,., , ,fii.�, 'a;,°' •`•;�:. I 1'S° (TYPICAL BOTH WINDOW WELLS). ------------------- r`•;ti. .,. �.' t I ---10,_1, L ------- --------- J FIRST FL. DECK FRAMING PLAN F0U' ,- .T1u� PLAN z I11 M `, a THIS DRAWING IS FOR REFERENCE ONLY 4 , .., ,y •�, F — qn ONLY& IS NOT INTENDED TO BE SCALED. uj Mo LL NOTE: .o-:' D o0 ®INDICATES BEARING POINT LOAD ? 0 W/IS LOAD MUST BE ADEQUATE VERTICAL BRACING. {NSFEREDmax U) O "` ;� SCALE: 1/411 1 1011 OFFICE SET DWG. NAME: 10. 15. 1 1 FQ. Tt. N/FF DECK FRAME. PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART A-0 OR WHOLE IS STRICTLY PROHIBITED BY LAW. CONTRACTOR TO NOTIFY THE ARCHITECTOF ANY 5' CONDITIONS, ALLDUE AND OR GENOERAL FIELD W CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS, ZO � U N PROV. ALTERNATE PRICE THIS AREA PROV. CULTURED STONE FACADE 04U STYLE-"DRYSTACK" BY COLORADO STONE OR APP. EQ., COLOR T.B.D. C7 N 5 PROV. CONT. BLUESTONE LEDGE ~ X 1 1/4 (SLOPE AWAY FROM Z 00 HOUSE) (TYP. ALL AREAS U.O.N Z 28'-10" \ a c W J 1 BLUESTONE TILES - 1/4" SPACING 1� �"�' M RANDOM SIZES-1'X1',1'X2' (3/4"THK.) 1 ¢ a 9'-7" EQ, DN.6 R. 1 BO8 O" J- \\\ SECTION ELEVATION moggo (EXISTING) PROV. CULTURED STONE FACADE STYLE-"DRY ACK" BY COLO ADO STONE OR APP. EQ., COLOR T.B.D. PROV. CONT. BLUESTONE LEDGE FG' 5" X 1 1/4" (SLOPE AWAY FROM HOUSE) (TYP. ALL AREAS U.O.N.) — — — — — — — — — — — — — — — — — — — — — — — — — 37-5" B"B" FI JB . J C C J B"C" OPP - - M. BE-QROO I W ® ST N. 14'-8" X 20'-3" GF GFI /� — — — N. — r�. / (PROPOSED) HB C 0�0) ,a• r , \ 1 3 — — — / \� V M. BAT-�RC i t E 91 KITCHEN, rr 7-0 X 14'-811 11 C I 1 ;:. Z GFI 1 �I __ / (EXISTING) –––_ ––– 0 (PROPOSED) I _– 14-7 X 20'-9" O }, s LG -- - / N• / GFI (PROPOSED) A i I PROV.STYLE-C CULTURED STONE FACADE ------- P ) F- H P 'c.H. I l N• ® / STONE OR APP. EQ., TAB.D. H Q � es + e c'H' ��/ PROV. CONT. BLUESTONE LEDGE �-----_ JB/F -'� PROV. 10" DIA. .H. VENT W PR s o JB { 5" X 1 1/4" (SLOPE AWAY FROM CO PREEMOR `' T -- I O (SCREENED) & V H. GYP. BD. Z HOUSE) (TYP. ALL AREAS U.O.N.) _ --- SOFFIT. (CONT.) Q a P 4.,, ,—— (PJB/F I J_B $jB O 06 11 ,, 00% Imp, 001% 007 V , B'C. GI / / / �20NE BOR \ �" ---- / O ® = z - \ / / _ - _ 0 IIT /' _ / / - -- - D.WI. _ GFI Q �— W U ®i \ �` \ ��,// ISI ISI !tieFI W N. JB CLOSE' 11 // LLI LI.I W 00 \\ rr _UlU) U) = I -� U)co P (PROPOSED) � � W 311-101, PROV, ALT. PRICE FULL CHIMNEY EN' `- // P V GFI FRIG. SC GFI GFI 00/0/101, 10 Ocie ¢ PROV. CULTURED STONE FACADE / I W STYLE-"DRYSTACK" BY COLORADO I j W is'-a°v.LF• 17-s" --- I_I '-s° r STONE OR APP. EQ., COLOR T.B.D. I Ij U) DN 14 R. PROV. CONT. BLUESTONE LEDGE S' LIGHT 5"X 1 1 4" (SLOPE AWAY FROMB/F D .yaRO CL HOUSE) (TYP. ALL AREAS U.O.N.) TJ - rr V O N I CL. PROV. 2"THK. SLATE HEARTH & - J SKY ROLIG ED °r' _ _ CULTURED STONE FA. ALL SIDES k I I I U 14 • - Q. 8® \ A V . 11 JB UP TO CEILING. --- - a' .H. s D I B_E-Df 100 / r \ ! BEDR00-M LE. I a F I PROV. STAIR: OAK TREAD & CLEAR 9a / 9-1 11 X 14-0 15-3 X 20-D N '"" PINE RISERS. VERIFY HGT. IN FIELD 12'-9" X 15'-9" /F/ T \ ® --' (PROPOSED) (EXISTING) - J PROV. CUSTOM 3 1/2" RAILING, (PROPOSED) / - 7 \ &c•H' '-O' X -O' i BALUSTERS.FORMED SPINDLES &CUSTOM O R POSE / (TYP. ALL FLOORS.) 8 -_ _ \ PROV. CULTURED STONE FACADE I. y R. _ FI __ �B/F N.1 D STYLE-"DRYSTACK" BY COLORADO _ BATH STONE OR APP. EQ., COLOR T.B.D. EFL 6'-0" X 9'-0" NT. BLUESTONE LEDGE I P P sE PROV. CO � PROPOSED / \ 5" X 1 1/4" (SLOPE AWAY FROM ® (PROPOSED) 6'-11" _ Sp 8'-6"C.H. 1 �sD F/i. P 1 \ HOUSE) (TYP. ALL AREAS U.O.N.) \ DBI B a' H. / P - \ _ J / N — J _ - \ REPAIR THIS AREA OF FLOOR TO N. - / 5,_1ty P HB ® F MATCH ADJ. AFTER REMOVAL OF _ N. r R. CL. RAISED STEP SURROUND. JB„D„ F B E B 71 E E E BLUESTONE TILES - 1/4” SPACING 3 RANDOM SIZES-1'X1',1'X2' (3/4" THK.) -I R. — — — uj PROVIDE 12" DIA. "IONIC STYLE" _ W STRUCT. FIBERGLASS COL. PAINT W 2 COATS BEN. MOORE (TYP. ALL) r' 1 1/2"THK. SLATE PEDESTAL OVER STONE 4' H. BASE. PROV. CULTURED STONE FACADE 37'-5 ' � � CULTURED STONE STYLE AND COLOR STYLE-"DRYSTACK" BY COLORADO d TO BE D)ETERMINED). (TYP. ALL AREAS) STONE OR APP. EQ., COLOR T.B.D. Lu PROV. CONT. BLUESTONE LEDGE PROV. CONT. BLUESTONE STEPS P. 5" X 1 1/4" (SLOPE AWAY FROM (') F��R ST FLOOR R PLAN 12" X 1 11/4" {SLOPE AWAY FROM HOUSE) HOUSE) (TYP. ALL AREAS U.O.N.) H Z SECOND—F.—LOOR PLAN -- _ Z0 W nM1` 1 , J 'ry 0 p W L u c)0 cf)0 _N LL T)LL 0Lu N NOTE: D O N REF. TO FRAMING PLANS A.1-1, ----- U) 7 A.2-1, A.2-2 &A.3 FOR STRUCTURAL FRAMING INFORMATION. CENTERED SCALE: 1/411=1 1011 OFFICE SET DWG. NAME: 10. 15. 1 1 CONOSTRUCTION FLOOR PLANS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT,NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT, ANY REPRODUCTION IN PART 1 OR WHOLE IS STRICTLY PROHIBITED BY LAW, 1 ,w Yd Tp 7' �pq� \ W (RPSSP PLATE PROV. DBL. 2" X 6"ACQ TRUSS BRACING SILL PLATE (TYP.) 211X6" (MTS12) z 10" P. CONC. FOUNDATION STUD SIMPSON HL35 WALL. PROV, MIN. 8" FDN. WALL U EXPOSURE ABOVE FIN. GRADE III III I E� N KANT-SAG LSTI22 OR SHEATHIN HEAVY-DUTY IMPSON LS A21 STRAP ANGLE BRACKET (TYP. ALL AREAS) ;, RIDGE WITH (16) 10d X 1 1/2 FASTENER I p! 1I I Lr1 ONNECTION OF WALL . °4 BEAM (STRAP REQUIRED FOR 16"JOIST (3) 2"X 10" �I �I z "4 1 SCREW THROUGH I I I I SHEATHING TO WINDOW 8TUDTOSTUD p ^+ o DBL. MICROLLAM DEPTH OR MEMBERS WITH SLOPE -' - BRACE AT EACH WINDOW r i ' ' HEADER "I (OS1°� ® � HEADER OF 7/12 OR GREATER). PROV. WATER BARRIER BETWEEN -Z �,•; - HEADER :g. 10dNAILSOR I V ' + FLANGE - I 18tl SINKERS I STUD TO BAND JOIST O ® FOUNDATION WALL&ACQ. RIM JOIST. �'•' ' a°°o VV IRO ZON AL ' (Oslo) O U N 0.75"X 33 MIL I I I CONNECTION OF WALL HEADER ANCHORAGE I�� I SHEATHING TO 2"X 6" STUDS , (LSTA18) a 00 (S(7TQyp5 N.&WALL I 2"X 10" R,R. `'•� •�' I I'I EAOH AL CAL ORNER) PROV. 2 CONTINUOUS # 4 RE-BAR. (TYP. ALL AREAS) JACK PRE-ATTACHED a PHDE WITPROV.117/S°BOX BEAM H I 8 PLATE TO STUDS f12)8D81/4X3 F UNDAT T ~ F TENE 3<1' (BPS PS) CI BILL PLATE TO w SILL PLATE TO BPUNDATION p U8IN0 UEP SEARING PROV.METAL FI,q�HIND M N PLATE FABTENER8 ATALL WINDOW 81LL8 (HBPS/LBPS) (TYP.ALL LOCATIONS) CORNER CONNECTION D2 CONNECTION OF RIGDE D1 FOUNDATION DETAIL D1 X- BRACING D3 CONNECTION OF WALL SHEATHING D5 METAL FASTENER SCHEDULE 1 1 (EXAMPLE) A-3 BEAM TO ROOF RAFTER q-3 PLATE TO FOUNDATION A-3 (EXAMPLE) A-3 TO WINDOW HEADER (EXAMPLE) o M (EXAMPLE) (EXAMPLE) A-3 cn (EXAMPLE) (ALL STRAPING TO BE (LD 16" O.C.) �MMOMM �E�\ PROV. 3/4"T& G PLYWD. SUB-FLR EXTEND EXIST. CHIMNEY BLOCK, FLUES AND STUCCO UP APPR X. 1 - 1 3/4" X 14" GP-LAM PROV CONT• "COB A" RID (TYP. ALL AREAS). V NT 8'-0" IN HEIGHT. PROV. CONCRETE LVL (TYP. RIDGE, & (TYP'ICAL ALL RIDGE AND HIPS). TAPERED CAP AND 30" H. CLAY ALL HIP RAFTERS. ) PROV. 3/4" X 3"W. RED OAK WOOD DECORATIVE TOP FLUE CAPS. FLOORINGNOTED ON FLOOR PLAAT NS REAS TOP OF RIDGE _ _ PROV. "LIFETIME" "GAF"ASPHALT R - 38 HIGH DENSITY FOIL FACE R - 38 HIGH DENSITY FOIL FACE ROOF SHINGLES (TYP. ALL AREAS) (TYP. ALL AREAS) 1 1 3/4" X 14" GP-LAM PROV. CONT. "COBRA" RIDGE VENT INSULATION. (TYP. ALL AREAS) INSULATION. (TOVER 15 LB. FELT, (COLOR T.B.D.) - LVL (TYP. RIDGE, & (TYPICAL ALL RIDGE AND HIPS). �0Alk PROV. "WEATHERWATCH" UNDER- ALL HIP RAFTERS. ) - i� ^ 1k LAYMENT ALONG ENTIRE BOTTOM PROV. ALT. PRICE FULL CHIMNEY _ �� _ EDGE OF ROOF UP 2'-0" (TYPICAL) _ ALL ROOF SECTIONS). 12 A. i1, �\ S PROV. CULTURED STONE FACADE _ 71/2" �_ �� PROV. 5/8"ACQ. PLYWD. SHEATH. PROV. "LIFETIME" "GAF"ASPHALT STYLE-"DRYSTACK" , COLORADO �_�� __-___ Tlf 1� Z z . e 1 � (TYPICAL ALL OOF AREAS). O O ROOFS ING ES (TYP. ALL AREAS) STONE OR APP. EQ., COLOR T.B.D, _ ° �� II I I II �<< " OVER 15 LB. FELT, (COLOR T.B.D.) PROV. CONT. BLUESTONE LEDGE II I 111 J PROV, "WEATHERWATC'H" UNDER- 5 X 1 ) (TYP. ALL AREAS U.O.N.) (SLOPE AWAY FROM - II I I II LAYMENT ALONG ENTIRE BOTTOM HOUSEE 12II I I II 1- II I I II e - - 12 EDGE OF ROOF 2-0 (TYPICAL) _ II I I II LVL OVER ALL WINDOWS & DOOR Z 2"x e11 Q.T.cw 16"o.c. _ - II I I II PROV. 1 3 4" 9 1 2" MICR M W 7� 7 ALL ROOF SECTIOIO NS}. Q L_r tJI OPENINGS.FLUSH (TYP. ALL AREAS) Q PROV. BLOCKING REQUIRED TO 31 '-7" PROV. CUT 2"X 10" SUB-FASCIA 0-8" H. FROM K. TOP OF 2ND FL. C.J. PROV. 5/4" X 8" "AZEK" FASCIA BD. RAISE THE PL. 1' FILL ALL NAIL HOLES AND APPLY 2 z C/) PROV. CUT 2" X 10" SUB-FASCIA , 2"x 1011 c.J.CO 161,O.C.- z x 10"c.J.[c7 is" 2"x 1011 C.J.Q 16"O.C.— COATS "BENJAMIN-MOORE" PAINT O PROV. 5 4 X " "AZEK" FASCIA BD. 1 EXISTING EXISTING _ II -� FILL ALL NAIL HOLE AND APPLY 2 (NES OR APP. EQ.(TYP. EXPOSED SIDES} uJ COATS BENJAMIN-MOORE" PAINT I 1 I - I I I "WHIT AL MIN M TTER AND T OP OWS LEADER OF SECOND FL. WINDfi�--- OR APP. EQ,(TYP. EXPOSED SIDES) _ . _ . _ , _ , _ • _ L (TYPI AL ALL AREAS). II��=TI-' 6" WHITE ALUMINUM GUTTER AND - 11 111 II PROV. CONT. "AZEK" BEAD BOARD O Q EXISTING L " " I J SOFFIT W/SCREENED 1"VEN • Cn' 2 X 4 WOO STUDS W 1 2 DX — II IIS--I z I PLYWOOD SHEATHING. (EXIST.) PROV. CONT. "AZEK" BEAD BOARD $ 11 111 II (TYPICAL ALL AREAS) SOFFIT W/SCREENED 1"VENT R - 21 HIGH DENSITY FOIL FACE II PROV. 6" EXPOSURE CERTAINTEED W (TYPICAL ALL AREAS) , INSULATION. (TYP. ALL AREAS) 11 111 II "CEDAR IMPRESSIONS" SIDING Ir :11: 6-811:]E11 (TYP. ALL SURFACES U.O.N.) 0 6" EXPOSURE CERTAINTEED PROV. 2-1 3 4" X 9 1 2" MICROLAM LL - jPROV. PROPOSEDLJ "CEDAR IMPRESSIONS" SIDING LVL OVER ALL WINDOWS & DOOR PROV. - "TYVEK DRAIN WRAP" P. ui ROOF HT. LM (TYP. ALL SURFACES U.O.N.) OPENINGS.FLUSH (TYP. ALL AREAS) — PRO . 1 2" GYP. BD. P. ALL j ALL EXTERIOR WALL U FA E .) U) ` 0 PROV. - "TYVEK DRAIN WRAP" P. INTEIRIOR WALLS & CEILINGS) PROV. CONT. 2"X 10" RIM BOARD O ` O TOP OF SECOND FL. - (TYP. ALL NEW AREAS) o- V ALL EXTERI R WALL U FA E .) O U 1 �2'x ia'F.J.[a7 16"o.o_ �2"x i°(EXISTwo O.C. �2°x io°(N is"o c PROV. 1 2"AC PLY. SHEATHING EXISTING 2"X 4" WOOD STUDS 1/2" CDX I I I I I I (TYPICAL ALL PERIMETERS) a z"x ia'F.J. 16"O.C.- PLYWOOD SHEATHING. (EXIST.) TOP OF FIRST FL. WINDOW _ _ _ _ 1 2 6 X WOOD STUDS W 1/2" CDX PLYWOOD SHEATHINGU II I • (TYPICAL (EXISTING) _ _ _ PROV. CULTURED STONE FACADE _ ) STYLE "DRYSTACK" BY COLORADO 2" X 4"WOOD STUDS W 1 2" CDX II 2" X 4" WOOD STUDS W 1/2" CDX PLYWOOD SHEATHING. (EXIST.) II R - 21 HIGH DENSITY FOIL FACE PLYWOOD SHEATHING. (EXIST.) STONE APP. COLOR T.B.D. $1 — II INSULATION. (TYP. ALL AREAS) PROV. CONT. BLUESTONE TONE LEDGE R - 21 HIGH DENSITY FOIL FACE 5"X 1 1/4" (SLOPE AWAY FROM 61-$)I INSULATION. (TYP. ALL AREAS) - II PROV. CONT. 2"X 1 O" RIM BOARD HOUSE) (TYP., ALL AREAS U.O.N.) 8'r ' PROV. 6" EXPOSURE CERTAINTEED O 0 (TYP. ALL NEW AREAS) "CEDAR IMPRESSIONS" SIDING (TYP. ALL SURFACES U.O.N.) 3 1/2" DIA. STRUCT. STL. PROV. DBL. 2" X 6"ACQ. SILL PL. II III 1 COLUMN. (TYP. 4 LOC.) WITH TERMITE SHIELD FIBROUS II III L INSULATION (TYP. ALL AREAS) TOP OF FIRST FL. � II III BUILT-IN UNIT aI_ PROV. CULTURED STONE FACADE 1 ' F X 10"F.J.Cc7 16"O.C.- 2"X 10"F.J.6D 16"O.C,_ STYLE-"DRYSTACK" BY COLORADO 2"x 10"F.J.na is"O.C.— EXISTING ` NEEM STONE OR APP. EQ., COLOR T.B.D. 3'-O" (EXISTING) (VARIES) 5/8"5 8" DIA. X 10" L. STL. BOLTS PROV. CONT. BLUESTONE LEDGE 5"X 1 1/4" (SLOPE AWAY FROM THRU SILL PL. OF LIGHT FRAME HOUSE) (TYP. ALL AREAS U.O.N.) } PROV. 1/2" MOISTURE RESIST. CONST. EMBEDDED INTO CONC. @ NO MORE THAN 3'-0" O.C. & 1'-O" •' ' GYP. BO. (TYP. ALL INTERIOR AWAY FROM ALL CORNERS. (TYP. r' EXIST. FOUNDATION/FIG. EXIST. FOUNDATION FOOTINGS PROV. CULTURED STONE FACADE WALLS AND CEILINGS.) ALL NEW FOUNDATION AREAS) 8" P. CONC. FOUNDATION WALL TO REMAIN. (TYP.) 2$'-3" EXISTING TO REMAIN &SLABTO RENVIAIN. (TYP. GARAGE) STYLE- DRYSTACK BY COLORADO WITH 1'-10" W. X V-O" D. P. CONC. STONE OR APP. EQ., COLOR T.B.D. j J 2" DIA. STRUCT. STL. FOOTING (CONT.) W/W.W.M. IN PROV. CONT. BLUESTONE LEDGE COLUMN. (TYP. 4 LOC.) WALL AND FOOTING. (8'WALL) 5"X 1 1/4" (SLOPE AWAY FROM EXIST WD. STUD PERIMETER: :" 36" BELOW FIN. GRADE (TYPICAL) HOUSE) (TYP. ALL AREAS U.O.N.) PROV. NEW FOIL FACE R-15 PROV. 3 #5 TIE RODS INTO EXIST, INSUL., 1/2" MOISTURE RESIST. 2-O W. X 2-O W. X 1 -0 ''' BUILDING SECTION FOUNDATION WALL. (ALIGN) �"B I I EXIST. FOUNDATION FOOTINGS GYP. BD. (TYP. ALL PERIMETER) D. P. CONC. FOOTING. &SLABTO REMAIN. (TYP. GARAGE) (TYPICAL 4 FOOTINGS) f PROV. WATCHDOG WATER PROOF, ALONG PERIMETER OF FOUND. ';•* WALL BELOW FIN. GRADE. INCL. + ' EXIST. FOUNDATION FTG. PARGED JOINT BETWEEN FOUND. TO REMAIN. (TYP.) _-_7, WALL AND FOOTING O W BUILDING SECTION "All l 4" P. CPRO SLAB - HT. TO MATCH UDJ EXIST.. PROV. W.W.M. IN SLAB OVER _U) GRAVEL TAMPED BASE. H W r � Z 0 ROOF 2"X 8" BLOCKING TRUSS SHEATING TO (2) 2" X 4" TOP PLATE WALL STUD .�. W _ WALL STUD J 0 W 3 ] TOP PLATE. In 0 BAND JOIST -,.,. :` ''' _ ''� WALL FLOOR FRAMING CLIP ANGLE BOTH SIDES OF W W STUD 0 D { ,. ]Q ]a: CONNECTION) MIN. LENGTH = JOIST /, k U) WEB DEPTH MINUS 1/2" v• DOUBLE WALL STUDS (3) 2"X 10° _lis ,"^ 0 0 8 SCREWS (4 PER LEG TOP PLATE WINDOW CONNECTION OF WINDOW BAONDOJOISTQTE 0 O N HEADER HEADER TO EXTERIOR WALL. TWO- MEMBER FLOOR SIMPSON LSTA18 STRAP WITH SUPPORT BEAM O (v W T7 2"X 10" RAFTER (12) 10d FASTENER. (o r r N r r PILE TWO- MEMBER FLOOR SUPPORT BEAM r- CONNECTION OF FLOOR FRAMING SCALE: RAFTER BRACING MTS12 STRAP STRAP WITH (12) 1Od X 1 1/2" FASTENER CONNECTION 18 WALL TO FLR. FRAMING 7/411=1'Q" METAL HURRICAN WITH (7) 10d X 1 1/2 FASTENER TO SUPPORT BEAM. SIMPSON LTS12 CONNECTOR TO STUD AND RAFTER. JACK INTO FLOOR JOIST AND SUPPORT BEAM SIMPSON Od FASTENER. TRAP WITH WALL STUDS DWG. NAME: SHEATING CONNECTION SIMPSON LTTP4OF BAND STRAP ((1 ) 8JOIST 1 1/2-1 SUPPORT BUILDING SECTION JOIST TO HEADER JOIST D4 CONNECTION OF TOP D6 BIRDSMOUTH CUT �;D� CONNECTION OF WALL SHEATHING D8 CONNECTION OF FLOOR FRAMING ;D'�q CONNECTION OF WALL (EXAMPLE) A-3 WALL PLATE TO WALL STUD. q-3 LOVN END OF JOIST ONLY A-3 TO STUDS AROUND WINDOW HEADER A-3 1 (EXAMPLE) (EXAMPLE) (EXAMPLE) A-3 TO FLEXOARMPR FRAMING. q_3 DWG. No.: A-2 NOTE: U PROV. CONT. "COBRA" RIDGE VENT CONTRACTOR TO NOTIFY THE ARCHITECT W (TYPICAL ALL RIDGE AND HIPS). OF ANY AND ALL REVISIONS DUE TO FIELD EXTEND EXIST. CHIMNEY BLOCK, CONDITIONS, CLIENT, AND OR GENERAL W FLUES AND STUCCO UP APPROX. CONTRACTOR WHICH DIFFER FROM THE �� y 8'-O" IN HEIGHT. PROV. CONCRETE CONSTRUCT. DRAWINGS/SPECIFICATIONS. -TOP OF RIDGETAPERED CAP AND 30" H. CLAY _ - DECORATIVE TOP FLUE CAPS. v U N PROV. ROOF KRICKET PROV. "LIFETIME" "GAF"ASPHALT — PROV. ALL NECESSARY FLASHING \ U o ROOF SHINGLES (TYP. ALL AREAS) 12 OVER 15 LB. FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER- 7 1/2"� LAYMENT ALONG ENTIRE BOTTOM Z EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). cnN A — P6 Uw _ PROV. CUT 2" X 10" SUB-FASCIA TOP OF 2ND FL. C.J. PROV. 5/4" X 8" "AZEK" FASCIA BD. ILL ALL NAIL HOLES AND APPLY 2 '- COATS 'BENJAMIN-MOORE" PAINT 00 OR APP. EQ.(TYP. EXPOSED SIDES) U cl cn OP OF SECOND FL. WINDOWS 6" WHITES. (TYPICAL ALL AREAST.— NZ INUM GUTTER AND O PROV. CONT. "AZEK" BEAD BOARD PROV. 5/4" X 6" "AZEK"WINDOW — SOFFIT W/SCREENED 1"VENT \\ \ LIL TRIM W/ 1" "AZEK" BACK BAND. (TYPICAL ALL AREAS) \\\ $ (TYP. ALL AREAS) E E D _ PROV. 5/4" X 8" "AZEK" FRIEZE BD. 13 FILL ALL NAIL HOLES AND Y \�� 32' 6'_$" - BENJAMIN-MOORE" PANT OR APPCOATS !" EQ (TYP. EXPOSED S DIES) p-"q PROV. 6" EXPOSURE CERTAINTEED \\\ CEDAR IMPRES IONS SIDING \ \ TOP OF SECOND FL. (TYP. ALL SURFACES U.O.N.) \\� - - - - - - - - - - - - - - - - - - - - - - PROV. 5/4" X 8" "AZEK" CORNER BD. FILL ALL NAIL HOLES AND APPLY 2 - - - - - - — COATS "BENJAMIN-MOORE" PAINT TOP OF FIRST FL. WINDOW OR APP. EQ.(TYP. EXPOSED SIDES) PROV. 5/4" X 8" "AZEK" FASCIA BD. - PROV. 5/4" X 1 1/2" "AZEK"TRIM BD. FILL ALL NAIL HOLES AND APPLY 2 $' 5 6 — COATS "BENJAMIN-MOORE" PAINT C C - OR APP. EQ.(TYP. EXPOSED SIDES) W 6'-8" 0 0 0 _ El = - U TOP OF FIRST FL. - T_ 0 _ _� - _I (_ _ -- - __ -- - W T (VARIES) - - - - Q I I uj j I I I Z v p v , II I I I W II 11 � W I II I I I I I I -------------------------------- ------- ------------------------------------7L--------------------------------------- 00 -J W EAST ELEVATION fr c W W D EXTEND EXIST. CHIMNEY BLOCK, PROV. CONT. "COBRA" RIDGE VENT U FLUES AND STUCCO UP APPROX. (TYPICAL ALL RIDGE AND HIPS). O r 1 Q TOP OF RIDGE _ _ U-0" IN HEIGHT. PROV. CONCRETE 0. v TAPERED CAP AND 30" H. CLAY 0 DECORATIVE TOP FLUE CAPS. 11V U PROV. ROOF KRICKET PROV, ALL NECESSARY FLASHING PROV. "LIFETIME" "GAFF"ASPHALT - ROOF SHINGLES (TYP. ALL AREAS) 2 OVER 15 LB. FELT, (COLOR T.B.D.) 8'o +! - PROV. "WEATHERWATCH" UNDER- - LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP Z-0" (TYPICAL) ALL ROOF SECTIONS). A PROV. CUT 2"X 10" STUB-FASCIA TOP OF 2ND FL. C.J. FILL V.A 5/4"X 8" "AZEK" FASCIA BD. FILL ALL NAIL HOLES AND APPLY 2 COATS "BENJAMIN-MIOORE" PAINT 1 ' ____ ___ _ OR APP. EQ.(TYP. EXPOSED SIDES) "WHITE AL MIN M GT I AND P OF SECOND FL_WINDOWS LEADERS. (TYPICAL ALL AREAS). PROV. CONT. "AZEK" BEAD BOARD _ SOFFIT W/SCREENED 1"VENT (TYPICAL ALL AREAS) PROV. 5/4"X 8" "AZEK" FRIEZE BD. - FILL ALL NAIL HOLES AND APPLY 2 31 -7 6,-$n yyyy COATS "BENJAMIN-MOORE" PAINT OR APP. EQ.(TYP. EXPOSED SIDES) PROV. 6" EXPOSURE CERTAINTEED "CEDAR IMPRESSIONS" SIDING TOP OF SECOND FL. - P. ALL SURFACES U.O.N.) D ---- ---- ---- — — W 1 ' _ _ _ __ _ _ PROV. 5/4"X 8" "AZEK' CORNER BD. — - - - FILL ALL NAIL HOLES AND APPLY 2 U) TOP OF FIRST FL. WINDOW _ COATS "BENJAMIN-MOORE" PAINT Ll OR APP. EQ.(TYP. EXPOSED SIDES) 1 PROVIDE 12" DIA. JOINIC STYLE" STRUCT. FIBERGLASS COL. PAINT Q 8' G B 2 COATS THK. SLATEOORE PE ES ATL OVER STONE 4' H. BASE. _ Z 6'-$" j PROV. TIMBERTECH "RADIANCES W RAIL" SYSTEM FOR RAILINGS OVER 4 X 4 ACQ POSTS. CAULK ALL t '; U co EXPOSED JOINTS.(TYP. ALL AREAS) w_ — I TOP OF FIRST FL ilii H ---- - -- J PROV. CULTURED STONE FACADE STYLE-"DRYSTACK" BY COLORADO ' '� D 0 D 0 - -_ - -- --- -�_ -=-- _- - _- - - _ STONE OR APP. EQ. COLOR T.B.D. k,�'�,r :. Np Np PROV. CONT. BLUESTONE LEDGE \ , �� _LL _u- ARIES - - — - - - - - 5-'X 1 1/4 (SLOPE AWAY FROMIrf'r N ) _ - - _ - - ❑ —�— �- ❑ - - _ - _ - - _ - HOUSE) (TYP. ALL AREAS U.O.N.) uj D O r T_ N T r PROV. CURVED "AZEK" BEAD BD. N Tr 7- SOFFIT SO FIT& FRONT FASCIAS ABOVE SCALE: & BELOW SOFFIT. �4„_ ,p„ ENTERED DWG. NAME: - III OFFICE SET I I I -------------------------------------- - 10. 1511 ---J -------------------------------- ELEVATIONS --------------J WEST ELEVATION THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION A-3 BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: \ u PROV. CONT. "COBRA" RIDGE VENT CONTRACTOR TO NOTIFY THE ARCHITECT 5 (TYPICAL ALL RIDGE AND HIPS). OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERALCONTRACTO \ uu WHICH DIFFER M THE TOP - RIDGE CONSTRUCT. DRAWINGS/SPECIFIOCATIONS. ^ \ ZO � \ \ U 1 \ U TOP OF 2ND FL. C.J. o 00 C) en ———— ------ ______ __� - = ----------------- - TOP OF SECOND FL. WINDOWS IF- - 8' 6-8 311-711 lo da 1 TOP OF FIRST FL. WINDOW - T 8' 11-411 X 1 '-4" BASE P. � W 6'-8" TOP OF FIRST FL. PORCH RAIL � � 3 __ - _ - _ _ _ _ TOP OF FIRST FL. Z : . rr rTOP OF FIRST FL. PORCH _ _- _-- �-_-_q� _ - t� __ , _ _ = - _ _ - i - 1 � 0 71_01 �/ '�- _ - - - - - - - '/- - '- - - - - - n - - �—�; - - - _ FIN GRADE31-611 W — _ — - _ , -. � _ � - L GRAD AWAY FIN. GRADE 4'..p,. .}.�.. _ - _ - - - - �( 1 - � - ° (TYP. ALL) (VARIES) QQ W (VARIES) GRADE AWAY (TYP. ALL) 06 I I z 0 I II I i � 2 II I W L--------- - - -------- ---------------- jl— _- ----------------------- ------------------------------- --7��_I 00 L-A A Z NORTH ELEVATION W o w W D PROV. CONT. "COBRA" RIDGE VENT W (TYPICAL ALL RIDGE AND HIPS), a r 1 O TOP OF RIDGE _ _ v 0 U D U PROV. "LIFETIME" "GAF"ASPHALT ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER- LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-O" (TYPICAL) ALL ROOF SECTIONS). PROV. CUT 2" X 10" SUB-FASCIA TOP OF 2ND FL. C.J. FILL ALL NAIL HOLES AND AIPPLYY 2 COATS "BENJAMIN-MOORE" PAINT 1 OR APP. EQ.(TYP. EXPOSED SIDES) -------------- ---------- ----- ---------- " WHITE ALUMINUM GTTERAND fTOP OF SECOND FL_WINDOWS LEADERS. (TYPICAL ALL AREAS). PROV. CONT. "AZEK" BEAD BOARD SOFFIT W/SCREENED 1"VENT (TYPICAL ALL AREAS) i D E 31 '-7" PROV. 5/4" X 8" "I' FRIEZE BD. FILL ALL NAIL HOLES AND APPLY 2 61_811 COATS "BENJAMIN-MOORE" PAINT OR APP. EQ.(TYP. EXPOSED SIDES) PROV. 6" EXPOSURE CERTAINTEED "CEDAR IMPRESSIONS" SIDING TOP OF SECOND FL. _ _ _ _ - _ _ _ (TYP. ALL SURFACES U.O.N.) O W PROV. 5/4" X 8" "AZEK" CORNER BD. D FILL ALL NAIL HOLES AND APPLY 2 cn COATS "BENJAMIN-MOORE" PAINT U) TOP OF FIRST FL. WINDOW OR APP. EQ.(TYP. EXPOSED SIDES) PROV. 5/4" X 8" "AZEK" FASCIA BD. a PROV. 5/4" X 1 1/2" "AZEK" TRIM BD. FILL ALL NAIL HOLES AND APPLY 2 PROV. TIMBERTECH "RADIANCE 0 $, COATS "BENJAMIN-MOORE" PAINT RAIL" SYSTEM FOR RAILINGS OVER B C OR APP. EQ.(TYP. EXPOSED SIDES) 4" X 4"ACID POSTS. CAULK ALL Z EXPOSED JOINTS.(TYP. ALL AREAS) Z Q 6'-8" w RA o 0 TOP OF FIRST FL. I 4 � ? � �' •� a W 0 -- - -- - -- - - -- - -- ❑- � '„ W� WIr 1 ' _ � ----- _ _ -� - - _ - - � ,, (no� wog FIN. GRADE - _ - - - - _ - _ - - - - - w i 3-0 _ _ 4'-0" 4-�- p O (VARIES) GRADE AWAY = - - _ � C = C , - [r - _ I FIN. GRADE y:r W ,- N (TYP. ALL) ❑ v - r _ _ _ o A r r /--GRADE AWAY r U) r N - - " x ,,, - �,� ❑ � (TYP. ALL) � �'. SCALE: J 1/4"-1'0° I I rL1r------ --7Li� FL1T---- 7LJ7 I DWG. NAME: ------------L--J L------------1- OFFICE SET L� ---------- —------------=------------------_---------7��I_ 1 0. �I rJ. 1 1 ELEVATIONS SOUTH ELEVATION THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO,. ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION A-3 . 1 BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. CONTRACTOR TO NOTIFY THE ARCHITECTOF ANY AND ALL REVSIONS DUE ~j CONDITIONS, CLIENT,AND OR GENOERAL FIELD CONTRACTOR WHICH DIFFER FROM THE rA CONSTRUCT. DRAWINGS/SPECIFICATIONS. \ O � U 0 o a � Z N 04 \ M en cq 00 V � w �..� M W " " J.Cad 18"O.C._ 'X 10"F.J.Q 16"o.a_ " " " (EXISTIN ) E),STING) PROV. 2-1 3/4" X 9 1/2" MICROLAM '�g (EXISTING} PROV. CONT. 2 - 1 3/4"X 9 1/2" LVL OVER ALL WINDOWS & OPGS. (NEW) PROV. 2-1 3 4" X 1 2" MICROLAM Y MICROLAM LVL WITH 3/8" X 9" STL. — — — (FLUSH WITH RIM JOIST)(TYP. ALL) LVL OVER ALL WINDOWS &OPGS. 0:BOLTED DIAG. AT V-O" INTERVALS — — — (FLUSH WITH RIM JOIST)(TYP. ALL) Z O 0} 0 0 0 PROV. 2-1 3/4" X 11 7/8" MICROLAM W LVL OVER ALL WINDOWS & DOOR W OPENINGS, (TYP. ALL AREAS) Q o" " " " ¢ P OV. CONT, 2 - 1 3 4"X91/2" Q Z (EXISTIN ) E ISTING) (EXI TING) (NEW) O.C. MICROLAM LVL WITH 3/8"X 9" STL. Q Ii BOLTED DIAG. AT V-0" INTERVALS b- b- b" 06 00% - - - - x x x 0044 Zv /) Q Q Q 0w U C) U - 4 = W 'II U > �- W !"x 1o"F.J.Q 18"O.C._ 2"X 10"F.J.Ca?18"O.C._ L1J W O O (EXISTING) (EXISTING) (EXISTING} rr ��"X 10"F.J.Cad 16"O.C., 'n . — . — . — . — • — — • — . — . — • — . — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (NEW) V J z — - — — . — . — . — , — . — , — , W EE W,— L6 L L16111111, — — — — — O 0 j"x 10"F.J.0)16"O.C._ 2"X 10"F.J.Ca?16"O.C._ SECOND FL. WALL ABOVE P. 2"x 10"F.J.ca 1s°O.C.- D PROV. 2 - 1 3/4" X 9 1/2" G.P. LAM a (EXISTING) s (TYP.ALL) (EXISTING) SECOND FL. WALL BELOW P. 0 V LVL UNDER ALL PARTITIONS.BLK. O AS REQ'D. BELOW F.J. (TYP. ALL). — O _ — PROV. 1-1 3 4" X 9 1 2" MICROLAM "x " I "o F.J. 6"O.C. r — LVL OVER ALL WINDOWS & DOOR 'EWINi } (NEW) U OPENINGS. (TYP. ALL AREAS) a Ij II U — — 2"X O"F.J C. r;"X 10"F.J.Ca?18"O.C._ — — — � 1 Cal (EXISTING) (EXISTING) PROV. CONT. 2 - 1 3/4" X 9 1/2" PROV. CONT. 2 - 1 3/4"X 9 1/2" LVL WITH 3/8" X 9" STL. MICROLAM LVL FLUSH WITH F.J. Tt— BOLTED DIAG. AT V-0" INTERVALS A2-X 10"F.J.Ca?16"O.C._ �"X 10"F.J.Cad 18"O.C._ O"F.J. 18"O.C. (EXISTING) (EXISTING) (NEW) z X 10 F.J.Ccs 16"O.C._ 2"X U-F.J. "O. (EXISTING) (TYP.ALL) SECOND FL. WALL ABOVE P. I I I I I I I — — — — — — — — — — — — — — — — — — — — — 0 d W O SECOND FLOOR DECK FRAMING PLAN SECOND FLOOR CEILING FRAMING PLAN O Z Zo W J J ] THIS DRAWING IS FOR REFERENCE ONLY THIS DRAWING IS FOR REFERENCE ONLY •° iAli \>.�, p W p fll ONLY& IS NOT INTENDED TO BE SCALED. ONLY& IS NOT INTENDED TO BE SCALED. , ; ' off Wx WQ NOTE: NOTE: � `��`� 0 C N ®INDICATES BEARING POINT LOAD ®INDICATES BEARING POINT LOAD ^{" i HJ W p r THIS LOAD MUST BE TRANSFERED THIS LOAD MUST BE TRANSFERED %`#°�'' (= r r W/ADEQUATE VERTICAL BRACING. W/ADEQUATE VERTICAL BRACING. L f SCALE: 1/411=1'O" OFFICE SET DWG. NAME: 10. 15. 1 1 SECOND FRAM NGL PLANS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION /� — . BY THE ARCHITECT. ANY REPRODUCTION IN PART ,L�` OR WHOLE IS STRICTLY PROHIBITED BY LAW. ,w NOTE: UU CONTRACTOR TO NOTIFY THE ARCHITECT 5 OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT, AND OR GENERALCONTRACTO \ y THE CONSTRUCT. DRAWINGS/SPECIFIWHICH DIFFEROCATIONS. \ O U � ° U coqo z N W U N M \\\\ \\max ma- N ��\ U U U U 0 0 0 0 z tra F ¢ Fd O "INN, b— b" L X X X X r �I �I w PROPOSED Q Q Z — SKYLIGHT 06 X 10"R.R. Cal L) O.0 / (TYP. ALL) Q _ ?_"X 8"C.T. an i 6"O.C. _ Q Q Q 0 w (TYP. ALL) - - _ W T ui Nu Lu Lu uj 00 o w w � *�OIG EDS 1 0 � 1 0 1 O U 1 '"X 10"R.R.Ca?16"O.C_ RO�O�yED (R.ALL) 6KYILIGHT LL �2"X 6"C.T.(ED 16"O.C. _ SECOND FL, WALL BELOW P, � U (TYP.ALL) INN t 2"X 101"R.R.Cca 16"O.C- (TYP.ALL) C.T.0 16"O.C. c (TYP,ALL) U U U U 0 0 0 01 1 1 1 it H I I Q r QQ,, 0.Q pQ}, Fj UY 2"X10"R.R. 2"X 10"R.R. �} OF F IF- @ 16"O.C. C�18.O.C. II-- Ov Ov Ov Ov r r X X X X lYl tl1 N fV K I- -2 X 10 (TYP.ALL) .2"X8., y „ (TYP.ALL) W O W ROOF FRAMING PLAN ROOF PLAN W o J D THIS DRAWING IS FOR REFERENCE ONLY THIS DRAWING IS FOR REFERENCE ONLY ' °`'�'=r �- \-. > ' af\ p p W ONLY& IS NOT INTENDED TO BE SCALED. ONLY & 15 NOT INTENDED TO BE SCALED, W W ]o _0 LL _LL NOTE; O N T ®INDICATES BEARING POINT LOAD t:`. ;,= D C N THIS LOAD MUST BE TRANSFERED N r T W/ADEQUATE VERTICAL BRACING. — r "F a :. r� SCALE: 1/4"=1'0" DWG. NAME: OFFICE SET COMPOSITE 10- 15- 11 ROOF FRAMING & ROOF PLANS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO,; ARE THE SOLE PROPERTY OF THE ARCHITECT, NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION A 1 ■ 2 BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. FASTEST MILE WINDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION \ U STRUCTURAL TAPERED COL MN 15�� WALL PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION REQUIREMENTS crYP.ALLCOLUMNS 110 120 PRESCRIPTIVE DESIGN WALL WALL /,--WALL Q TABLE 3.3A ALTERNATIVE TO TABLE 3.3 1 �� U L S U L S (AMERICAN FOREST & PAPER ASSOCIATION) 4'� 411 ID U CONNECTION: NUMBER ROOF SPAN -7 WALL WALL OF (FT,) 1/2"ANCHOR BOLTS + vNi STORIES: REQUIRED CAPACITY OF CONNECTION (LBS) FASTEST-MILE WIND SPEED I 2111 O �' o, ( FAS ST 30 \ Z 20 206 681 291 681 110 (MPH) 120 /-EJ L CLEARANCE \ o o 00 24 260 358 II TO I LET BATH AND SILL PLATE TO 24 CLEARANCE 21 " �, FOUNDATION Z 00 (CRAWL SPACE 2 WALL HEIGHT MAXIMUM ANCHOR BOLT �- " oN RAFTER/ I —�' SHOWER SPACED I IN FRONT OF OPNG. CLEARANCE SCALE: 1 —1/2 � � �N 28 314 426 CEILING JOIST SPACING (IN.) TOILET, BATH AND IN OR BASEMENT) 32 368 ,A, 493 SPACING (IN.) CODES. SHOWER SPACED 36 422 561 16 8 3 3 -T SCALE: 1'=1/2" � 24 206 13 421 291 254 421 12 10 3 4 WALL W WALL BOTTOM 28 260 358 y v� PLATE TO 1OD BOX NAILS CAN BE SUBSTITUTED FOR 80 COMMON NAILS. FOUNDATION 2 32 314 426 2WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO o � (SLAB-ON-GRADE) RAFTERS, THE SUM 36 368 N . 493 OF THE TOE NAILS IN THE RAFTER AND CEILING U 0 - 3"VENT 3"VENT 3"VENT cn JOIST SHALL EQUAL 422 561 OR EXCEED THE TABULATED NUMBER OF NAILS \ \ REQUIRED. \' U = CONNECTOR UPLIFT LOAD. 3T0 AVOID SPLITTING, NO MORE THAN 2 TOENAILS I I L - CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) SHALL BE INSTALLED IN \\\ S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) EA. SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE TO A 2 X6 TOP PL. FOUNDATION DESIGN PER SECTION 1.1.4. - _/ 'I� \\\O 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). \\ma SHOWER - SHOWER 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO I I ` BE MULTIPLIED BY 0.70 AND 0.85 RESPECTIVELY, FOR FRAMING NOT UPLIFT STRAP CONNECTION REQ. '� ll \\\ 3 LOCATED WITHIN 8 FEET OF BUILDING CORNERS. y y�2 y ,iz„ y y�2 y y/2 �\ TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF ROOF-TO-WALL, WALL-TO-WALL AND 11 \\�\ (WALLS SHEATHING WITH 7/16" STRUCT. SHEATHING ATTACHED WALL-TO-FOUNDATION W/8D NAILS SPACED 6"AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS). FOR 11/2" OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY PRESCRIPTIVE DESIGN TABLE 3.313 ALT. TO TABLE 3.3 OF THE CONNECTION SHALL BE INCREASED. B.SINK I IB.SINK B.SINK (AMERICAN FOREST 110 120 WIC. wic. & PAPER ASSOC.) FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON (IN.) (FT,) NAILSX 20 GAGE STRAP SECOND FLOOR FASTEST MILE WI N DSPEED (MPH) 12 3 3 C.O. ----- ------------------2`4 0-44,- C.Or 4„ 2., 2. 2" 4.. PRESCRIPTIVE DESIGN TABLE 3. (AMERICAN FOREST & PATER ASSOCIATION - 31,VENT -- ---------- 16 3 4 ---r-------------------------------- ---------- ----- I I I I 110 120 3"VENT 1 20 3 4 I� V � I RAFTER/TRUSS ROOF SPAN L4 S U' L4 S I 1 16 24 4 5 \ z cc SPACING (IN.) (FT.) 1,2,3 28 4 5 Q REQUIRED CAPACITY OF CONNECTION (LBS) 0 12 341 284 280 427 339 280 32 5 6 j I I I 36 5 7 16 421 526 I W I II I II I I Q 1 B.SINK K.SINE Q.W.I Z 20 500 626 wic. < Q 06 16 24 580 726 1 - 7 Z 28 660 826 U4 = CONNECTOR UPLIFT LOAD. O v 32 740 927 L4 = CONNECTOR LATERAL LOAD. FIRST FLOOR ui (PERPENDICULAR TO THE WALL) 2" S = CONNECTOR SHEAR LOAD.(PARALLEL TO THE WALL) C O 4 C O� C.O. Q = 36 820 1027 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF > cr U` = CONNECTOR UPLIFT LOAD. CEILING. D.L. 10 P.S.F.), �J 00 L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE Z S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) CEILING ASSEMBLY IS �`� i 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF NOT CONNECTED TO THE ROOF ASSEMBLY, W (2/3 X 15 PSF). THE TABULATED NUMBER OF PERMITTED TO NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END. 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PER 2FOR WALL-TO-WALL AND WALL-TO-FOUNDATION BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT D LOCATED WITHIN 8 FEET OF BUILDING CORNERS. CONNECTIONS, THE TABULATED NUMBER OF NAILS I 1 � r I W 3TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. SHALL BE PERMITTED TO BE REDUCED H y yi2w11 y yam• y y�2„ 1 0 /rt 1 NAIL AT EACH OF THE STRAP FOR EACH � � y yi2°� y y/211 V WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO FULL WALL ABOVE. w'c' B.sw1� O/'� O FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE UTL INK WASHER DRVHR a () 1: - REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. Q 4 TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR TO APPROVED U MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES C.O. 4 SANITARY SYSTEM r 1 SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. a a 2 72- `.! 4" �� BASEMENT < U 1/8"SLOPE PER 1' 1/8"SLOPE PER 1' SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS 4"TRAP RESISTING LATERAL & SHEAR LOADS PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) PLUMBING RISER DIAGRAM_ 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS N .T.S. FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 907 0 100 110 120 90 100 110 120 ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) SILL PLATE TO FOUNDATION* , (CRAWL SPACE OR BASEMENT) 2 STORIES ALL 23 36 32 19 28 WALL PLATE TO FOUNDATION* 1-3 STORIES (SLAB-ON-GRADE) 6 3 36 57 O U = CONNECTOR UPLIFT LOAD. L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) D S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) 0 *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. 'ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). 2 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. "ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT a W IN ACCORDANCE WITH SECTION 3.4.4. C7 H _Z Z 0 W J SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS ' 08 0� cc RESISTING UPLIFT %cifs *5 D o D 0 u)o 00 PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 'r M, r P Q o 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS � ?� : p N FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED \` � r r (MPH) (MPH) -_ = SCALE: 90 100110 120 90 100 110 120 1/4"=1'0" 1 ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT OFFICE SET DWG. NAME: CONNECTION SPACING (IN.) SPACING (IN.) 10. 15. 11 PLLUMBING RISER DIAGRAM SILL PLATE TO FOUNDATION* 1-3 STORIES 72 72 72 72 72 72 72 72 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, (CRAWL SPACE OR BASEMENT) ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: REVISIONS,CHANGES,AND/OR MODIFICATIONS 40 33 28 25 51 42 36 G2 SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION WALL PLATE TO FOUNDATION 1-3 STORIES BY THE ARCHITECT. ANY REPRODUCTION IN PART (SLAB-ON-GRADE) OR WHOLE IS STRICTLY PROHIBITED BY LAW. A-6 NOTE: ` w GENERAL NOTES DOOR SCHEDULE ELECTRICAL LEGEND WINDOW SCHEDULE OF ANY ANDALL NOTIFYREVISIONS SDUET FIELD rT, \ � OF ANY AND ALL REVISIONS DUE TO FIELD w CONDITIONS, CLIENT,AND OR GENERAL ALL WINDOWS TO BE ANDERSEN 400 SERIES, U.O.N.. ARGON FILLED, DIRT CONTRACTOR WHICH DIFFER FROM THE 1. ALL WORK PERFORMED SHALL BE IN COMPLIANCE WITH ALL FEDERAL, FIRST/SECOND FL.- EXTERIOR DOORS - PELLA- "ARCHITECT SERIES" U.O.N. NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES & CONSTRUCT. DRAWINGS/SPECIFICATIONS, z STATE & LOCAL BUILDING CODES AND ORDINANCES. DOOR # WIDTH: HEIGHT: DOOR MAT L. OPERATION: LOCATION: REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. SHEDDING GLASS, SIMULATED DIVIDED LIGHTS/WHITE PREPAINT. INT. JAMBS, O IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. 2. BEFORE COMMENCEMENT OF WORK, THE GENERAL CONTRACTOR t&TRUE SCENE SCREENS PROV. OPTION PRICE FOR 6/6 LITES V.S. 6/O LITES U FIRST FLOOR: THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED LIGHT FIXTURES. ALL i', SHALL FURNISH OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED D RAW I N G LIST O INSURANCE AND WORKER'S COMPENSATION CERTIFICATES AND NAMES OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. ROUGH ROUGH 1 EXT. 6'-O" 7'-0" T.B.D. RIGHT FOYER ANDERSEN REFER. NO. OPENING OPENING QUANTITY MISC. NOTES � N OF ALL SUBCONTRACTORS INVOLVED IN THE CONSTRUCTION. ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" COLOR T.B.D. WIDTH HEIGHT Z1-41-4 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ALLOW$3,500 ALLOWANCE. INSTALLED BY CONTRACTOR RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM -WHITE, a CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY 00 I� AO CX 125 SIM.Div. 2'_811 2'-4 7/8" 3 CASEMENT �Q O 2'-4" 7'-0" MASONITE LEFT FOYER CL. UTEs BASEMENTTEMPEpED V �+ VARIATIONS FROM THE DIMENSIONS SHOWN. NOTE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. g CX SIM.Div. 2'-811 3'-5 3/8" 3 O U' a � 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT, uTEs -CASEMENT A-N DRAWING NOTES/PANEL PLAN ON THE DRAWINGS UNLESS OTHERWISE NOTED. C CX 235 SIM4DIV• 51-3 1/4" 3'-5 3/8" 4 BASEMENT TE u 00 UTES A-O FOUNDATION/DECK FRAMING PLAN Z cl 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING 3 2'-4" 7'-0" MASONITE LEFT FOYER/BATH (p DUPLEX ELECTRICAL RECEPTACLE O CX 145 slMeDiv. 2'-8" 4'-5 3/8" 2 CASE.-EGRESS � •�,N..', AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. LITEs E CX 245 UT Div. 5'-3 1/4" 4'-5 3/8" 4 2-CASE-EGRESS A-D DEMOLITION PLANS BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 4 3-O 7-0 MDF/GLASS RIGHT SIDE FOYER ADD DOUBLE DUPLEX ELECTRICAL RECEPTACLE O LITES \ +' TO ALL APPLICABLE CODES. �sc DUPLEX SEPARATE CIRCUIT RECEPTACLE O CX 145-3 SIM.D1V. T.B.D. 41-53/811 1 3-CASEMENT A-D. 1 DEMOLITION ELEVATIONS O U w 6. THE GEN 'L. SHALL PAY FOR ALL PERMITS, FEES, &COSTS THERMA-TRU - "FIBERCLASSIC L. C " PARTIAL GLASS OR APPROVED EQUAL G CX 15-3 SIM Div. T.B. D. 51-03/811 1 3-CASEMENT A-D.2 GARAGE DEMOLITION PLANS & ELEV. CN GFI(PDUPLEX RECEPTACLE/GROUND FAULT INTERRUPT LITES M N RELATED TO THE WORK OF THIS CONTRACT. GEN'L. CONTRACTOR SHALL O cs INITIATE ALL REQUIRED INSPECTIONS OF ALL WORK COMPLETED UNDER 50 3'-O" 6'-11" CLAD/GLASS LEFT/SWING KITCHEN ItFL. DUPLEX FLUSH FLOOR ELECTRICAL RECEPTACLE HO AN-281 SIM.Div. 2'-8" 1'-9" 2 2-AWNING A-1 COMPOSITE CONSTRUCTION PLANS o 00 THIS CONTRACT UNLESS OTHERWISE NOTED. ANDERSEN "400 SERIES" - FWH 31611A $ WALL SWITCH J CX 14 SIM.DIV. 2'-8" 4'-0 1/2" 4 CASE.-EGRESS G. N 7. THE SUB-CONTRACTORS SHALL AT ALL TIMES KEEP THE PREMISES O LITES A-1 A COMPOSITE GARAGE CONST. PLANS v CLEAN AND ARE RESPONSIBLE FOR REMOVAL OF ALL RUBBISH CREATED 60 11-9" 6'-11" CLAD/GLASS CENTER/SLIDE DINING $ 3-WAY WALL SWITCH 4-WAY WALL SWITCH O BY THEIR INDIVIDUAL TRADES UNLESS OTHERWISE NOTED. a KA-1 . 1 ~�I p0.1 ANDERSEN "400 SERIES" - FWG 120611-4 $Ds RECESSED DOOR ACTIVATED SWITCH SECOND FL. DECK FRAMING PLANS " ALL FIELD CONDITIONS/SUBSTANTIAL \\\\\\\\ A-1 .2 ROOF FRAMING PLAN 8. ANY EXTRAS FOR ANY AND C � RECESSED DOWNLIGHT (1 OOW) LIGHTOLIER OR APP. EQ. \ CHANGES SHALL BE DOCUMENTED WITH THE COST OF APPROVED BY \\ OWNER AND OR HIS AGENT BEFORE STARTING ADDITIONAL WORK. EXTERIOR RECESSED DOWNLIGHT (10OW) " LIGHTOLIER" OR APP. EQ. A-2 BUILDING SECTION \1\001'\ SECOND FLOOR: _ \ 9. DOUBLE FLOOR JOISTS ARE TO BE INSTALLED UNDER ALL WALL CEILING MOUNTED JUNCTION BOX A 3 BUILDING ELEVATIONS PARTITIONS RUNNING PARALLEL TO THE FRAMING. PROVIDE DOUBLE HDR. 7 2'-6" 71_011 MASONITE LEFT BEDROOM JB JOISTS AT ALL OPENINGS. REFER TO CONSTRUCTION DWG'S. FOR SIZES. A-3. 1 BUILDING ELEVATIONS g ,,\ "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. 0B WALL MOUNTED JUNCTION BOX NOTE: 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST. GRADE OR EQ. �ts \ \ 7 21-0" 7'-O" MASONITE LEFT BEDROOM/CL. a�6�B WALL MOUNTED DUAL SPOTLIGHT DOORS PRIOR TO/ORDER NGL SIZES, STYLES, TYPE INLL` T. & EXT. A-rj PLMB. RISER DIAG./NAILING SCH ED. 01 11. ALL EXTERIOR STRAPPING TO BE ABOVE OR BENEATH EXT. SHEATHING. ® —"-"� �`\31 R APP. EQ. NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT G.C. TO VERIFY ALL SIZES, STYLES, TYPES, EGRESS COMPLIANCE A-6 ENERGY CALCULATIONS 12. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL JELD-WEN CAMBRIDGE SERIES SOLID PARTICLEBOARD CORE O OF WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. OF ALL INT. & EXT. WINDOWS PRIOR TO ORD WORK SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK, ALL SHOP DRAWINGS NEED THE APPROVAL OF THE 80 21-411 7'-011 MASONITE RIGHT BATH 44 ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT OR APP. EQUAL. 90 2'-611 7'-01' MASONITE 7 RIGHT BEDROOM QT NEW TELEPHONE RECEPTACLE PLUMBING FIXTURE LIST : INTERIOR/EXTERIOR TRIM : "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. do NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) NOTEa PAIR 1 5'-011 7'-0" MASONITE LEFT/RIGHT BEDROOM/CL. QST NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) % "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) INTERIOR WIndSOrONE CLASSIC COLONIAL I I I �SD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL W PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION 10 2'-611 7'-0" MASONITE LEFT BEDROOM CONTROL BOX. TOILETS: CIMARRON COMFORT HEIGHT TWO PIECE - K-3497-RA BASE MOLDING : WOBM001 CODE WE CERTIFY THAT THE DESIGN CRITERIA IS DONE PER PRESCRIPTIVE ® NEW DOORBELL SINKS: THOREAU UNDERCOUNTER LAVATORY- K-2907-4U WINDOW SILL: .(PICTURE FRAME) VERIFY W/OWNER PRIOR TO ORDER. r , DESIGN. ALL OF THE LOAD CALCULATIONS &STRUCTURAL PLANS COMPLY "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE ORt APP. EQ. DB SINK FAUCETS: FORTE WIDESPREAD LAV. FAUCET - K-10272-4G WINDOW & DOOR CASING: WOBB001 , WOCS001 V ® WITH ALL OF NEW YORK CONSTRUCTION CODE BASED ON (AF&PA) NOTE: ALL OUTLETS IN GARAGE AREA TO BE ON A S.C. SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - K-10827-4 CROWN MOLDING: 1 -VERIFY WITH OWNER RY FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE, 0 2'-411 7'-011 MASONITE LEFT BEDRIOOM/CL. PROVIDE CUSTOM SHOWER PANS VERIFY FROWNER TRIM IM OORDER PRIOR TO PURCHASE. RDNOTE: PROV. ALL NECESSARY PLUMBING VENTS ALL INTERIOR TRIM TO BE PRIMED AND PAINTED WHITE UNLESS Z "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. PROVIDE 400 ELECTRICAL PANEL W/AUTO DISCONNECT SHOWER BODIES BY"KOHLER" OTHERWISE NOTED. O O PROVIDE TOILET SEATS } o® 2'-411 T-0" MASONITE RIGHT BEDRIOOM/CL. FOR USE WITH GENERATOR. VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE EXTERIOR AZEK TRIMBOARD "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. GLASS SHOWER DOORS BY OTHERS W CONSTRUCTION LEGEND WINDOW & DOOR TIM: PICTURE FRAME - 5/4" X 6" AZEK W/ BACKBAND Q NOTE: KITCHEN FIXTURE LIST: CORNER BOARD TRIM: 5/4" X 8"AZEK W/ BACK BAND Q Z 11 2'-411 71-01' MASONITE SLIDER BATHROOM PROVIDE ALLOWANCE FOR A 10 KW GENERATOR - LOCATION T.B.D. FREEZE BOARD: 5/4"X 8"AZEK Q FIRST FLOORTHE FOLLOWING APPLIANCES TO BE RUN BY GENERATOR: KITCHEN SINK: UNDERTONE - K-3183 FASCIA TRIM: 5/4"X 8"V.I.F. AZEK dS ® NEW EXTERIOR PARTITION - 2" X 611 WOOD STUD WALL W/ 1/2" COX "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. BOILER, HOT WATER HTR., REFRIG., KITCHEN ON. LTS. & FOYER LT. FAUCET: AVATAR SINGLE CONTROL PULLOUT FAUCET - K6350 SOFFIT MATERIAL: 1/2"X 5 1/2"AZEK BEADBOARD VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE. ALL EXTERIOR TRIM TO BE PLUGGED, PAINTED WHITE, VERIFY MATERIAL Z PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). HEAVY DUTY OVER-HEAD TRACK & FRAME, w/GASKETED RECESS. POCKET cn SECOND FLOOR TYPE WITH OWNER PRIOR TO PURCHASE. O NEW EXTERIOR PARTITION - 211 X 81' WOOD STUD WALL W/ 1/211 COX 1 2'-41' 7'-0" G MASONITE RIGHT BATHROOM ® PLYWOOD. EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED). W W CEDAR IMPRESSIONS SHAKESAKES "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. PANEL LEGEND PROVIDE 6" EXPOSURE - HNTEED: (1ST&2ND FLOORS} H 21_41' 7'-011 TEMP. GLASS I LEFT/SIDE FIN L.I BATH PLUMBING LEGEND rr OR APPROVED EQ. COLOR T.B.D. REFER TO TABLE 1609.1 .4 O OO FLASH AS REQUIRED, SHOWER DOOR/ENCLOSURE "FRAMELESS GLASS" W/SAT. NICKEL HINGES. PANEL SIZE z ALL EXTERIOR TRIM AS NOTED ON THE CONTRUCTION PLANS. m . �P PROVIDE ALL NECESSARY PLUMBING ROUGHNG AND VENTING AS REF. TYPE AND # OF SCREWS WIDTH HEIGHT QTY. INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY ® NEW INTERIOR PARTITION - 2"X 411 WOOD STUD WALL W/ 1/2" COX BASEMENT: N.Y.S. AND LOCAL PLUMBING CODES THAT APPLY TO WORK TO BE All #8 SCREWS @ 12" O.C. (2) 4'-O" X 6'-2" 1r) 0 INTERIOR SIDE - 1 LAYER 1/2" GYP. BD. SCREWED/TAPED BOTH SIDES. - - '� COMPLETED. PROVIDE ALL NECESSARY DRAINIVALVES FOR QUARTER ROUND. MASONITE RIGHT STORAGE HORIZONTAL- 6 VERTICAL- 20 O'-5" X 6'-2" W INTERIOR TRIM - 5 COLONIAL BASE W/ 1/2 Q 12 2 6 7 0 WINTERIZATION. REF. TO CONSTRUCTION PLANS FOR,FIXTURE TYPES. CJI W 4" COLONIAL TRIM W/ BACKBAND ON ALL DOORS AND WINDOWS. ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING #8 SCREWS @ 12" O.C. -6'-211 �I ALL WINDOWS W/ BOTTOM FORMED CLR. PINE SILL, U.O.N. "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. "B" 3'-4" X T-2" 3 INSULATION (TYP. ALL AREAS) HORIZONTAL- 3 VERTICAL- 12 I 0 0 Q PROVIDE MOISTURE RESISTANT Y GREEN BD.) FOR ALL 13 21-0" 7'-0" MASONITE RIGHT CL. 0 PROVIDE FROST FREE HOSE BIBS. #8 SCREWS @ 12" O.C. ° e ® • iff. �31_411�mi O U BATHROOM WALLS AND CLGS. PROVIDE CEMENT WALL BD. FOR ALL CL HB e rr"JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. C HORIZONTAL- 4 VERTICAL- 6 (1) 3-4 X 3-5 3 IIAIIAREA RECEIVING TILE, INCLUDING FLOORS, O SHOWER HEAD (FROST FREE SHOWER BODY)S11D�� #8 SCREWS @ 12" O.C. (1) 3'-4" X 4'-O" 6 4'T ■ m m a INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N., ONE COAT PRIME 14 6'-0" 7'-O" MASONITE PAIR - BIFOLD CL. HORIZONTAL- 4 VERTICAL- 6 &TWO COATS SATIN FINISH (COLORS T.B.D. BY OWNER) U.O.N. GAS LINE FOR: BBQ, DRYER &OVEN: GAS TANK LOCATION AS NOTED /r "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. OG ON SITE SURVEY, WITHIN THE INNER GRASS AREA OF THE CIRCULAR #8 SCREWS @ 12" O.C. m 1 m m 5 B ALL TRIM TO BE SATIN FINISH, BATHROOM PAINT TO HAVE MILDICIDE DRIVEWAY. NOTIFY OWNER IN CASE OF RELOCATION. "E" (1} 5'-11" X 4'-0" 6 ® m ADDITIVE. 15 21-411 7'-011 MASONITE LEFT BATHROOMHORIZONTAL- 10 VERTICAL- 6 ■ m m m ® 7/ 1 HARDWOOD FLOORING - #1 RED OAK 311W.,15LB. FELT UNDERLAY. . . „F„ #8 SCREWS @ 12" O.C. (1) 3'-4'I X 5'-1" 2 71-211 FINISH - 3 COATS OF CLEAR SATIN POLYURETHANE (PACIFIC BRAND). IIJELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APPEQALL SUPPLY&WASTE LINES ARE TO BE INSULATED WITH SOUND HORIZONTAL- 10 VERTICAL- 6 SUB-FLOOR - 3/4" THICK PLYWOOD GLUED AND NAILED. ATTENUATING INSULATION. (TYP. ALL) ® m 41 SUB-FLOOR - 3/411 THICK PLYWOOD GLUED AND NAILED (TILE AREAS). 16 Z-6" 7'-011 MASONITE LEFT STORAGE #8 SCREWS @ 12" O.C. (1) 51-1111 X 41-0" IIGII m ■ ■ HORIZONTAL- 10 VERTICAL- 8 (1) 5'-11" X 1'-1" 4 m "JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. OWNER TO SELECT STYLES OF FIXT. INCLUDING THE FOLLOWING: #8 SCREWS @ 12" O.C. (2) 4'-011 X 5'-1" ® CARPET TO BE SELECTED AND PURCHASED BY OWNER. SINKS, TOILETS, TUBS, FAUCETS, TUB FIXT., &SHOWER CONTROLS. "H" 1 e m s 2'-4" 71-0" GLASS LEFT/SIDE PNL. BATHI FIXTURE ALLOWANCE TO BE PROVIDED TO OWNER BASED ON TYPES HORIZONTAL- 14 VERTICAL- 8 (1) 5'-1" X 7" vi SHOWER DOOR/ENCLOSURE "TOP/BTTM. FRAME" W/SAT. NICKEL HINGES. OF FIXTURES SELECTED. #8 SCREWS @ 12" O.C. (2) 4'-0"X 5'-13" QTY- 1 QTY- 3 ALL FIXTURES TO BE PURCHASED AND INSTALLED BY THE PLUMBER. "J" HORIZONTAL- 14 VERTICAL- 10 (1) 5'-8" X 7" 1 (2) 4'-O" X 6'-2" rJ11 3'-4" X 7'-2" 17 2'-6" 7'-0" LEFT- 1 1/2" HR. F.P.S.C. RATED STORAGE UNLESS OTHERWISE SPECIFIED BY OWNER OI-5" X 6'-2" INSULATION NOTES #8 SCREWS @ 12" O.C. (1) 5'-11" X"JELD-WEN CAMBRIDGE SERIES" SOLID PARTICLEBOARD CORE OR APP. EQ. „K„ z=,-e, 1 HORIZONTAL- 10 VERTICAL- 4 � PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD UNDER ALL NEW EXTERIOR CONSTRUCTION. ALL INTERIOR DOORS TO BE"JELD-WEN CAMBRIDGE SERIES" SOLID CORE I _ � 3'-411 �'-431-411 � �5 I NEW EXTERIOR WALLS: 2X6II WOOD STUD. R-21 FOIL FA. HIGH DENSITY PARTICLEBOARD CORE- COMBINATION WOOD/MDF 1-3/811 G.C. TO PROVIDE INSULATION BY'CERTAINTEED' OR APPROVED EQUAL. SEPERATE ALLOWANCE FOR ALL EXTERIOR AND INTERIOR HARDWARE ALL ® II II ■I - NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY 110ERTAINTEED" OR m ® ■ APPROVED EQUAL. NON PELLA SHALL BE SCHLAGE HEAVY DUTY SATIN NICKEL 11 11 E I CRAWL SPACE: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES m m1 3 _75I. ■ m 4'-0" m Illl ■ 4'-6" mi INTERIOR WALLS: R-21 SOUND BATT INSULATION OR APP. EQ. PROVIDE SCREENS FOR ALL EXTERIOR DOORS Q J GARAGE CEILING: R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES ■ ° ® m m ■ m e m e m m QTY- 3 TOP OF RIDQE (1) 3'-4"X 3'-5" QTY- 3 QTY- 4 Q r. — . (1) 3'-4"X 4'-0" (1) 5'-11"X 4'-0" W D 'T• N 3'-4" � 51-11 �41 I 41� �7ii rn TILE LEGEND . m m ■ e m ■ m ■ ■ m ■ � " m ® m m ■ m !L ® 12" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE II W BORDER W/20"TILE ON A 45'TO BE INSTALLED OVER 1/2" CEMENT O BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF TOP OF 2ND FL O.J. 4' ■ m ZI 1 5'-1 " Q 0 51-111 Z ADDITIVE MIXED IN. m61 m m ■ ' m Z 0 ri'OP OF SECOND FL.WINDOWS w _ ® 8" X 8" CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQUAL. TILE 4' ° m m m 1 ' 1 II G 2" CEMENT AC HEATING NOTES F e E — _ _ 3 3 INSTALLED OVER 1/ / '_1 ' ° ° ° ® ° ® m m ° ® m ® 0�1 0 W BORDER W/20 TILE ON A 45 TO BE INS 15 � '_4" BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. QTY- 2 QTY- 4 QTY 1 ��,,•.�' �� , � , PER REQUIREMENTS BY NEW YORK STATE RESIDENTIAL CONSTRUCTION, " , " 11 „ " - p D W PROVIDE TWO ZONE HEATING AND COOLING SYSTEM CONSISTING OF: TOP OFseconlDFL. (1) 3-4 X 5-1 (1) 5-11 X 4-O (2) 4-O X 5-1 r '1 /r..' ; >.:, w� W CC f 1 II I 11 I 11 II � �(• (1) 5-11 X 1 -1 (1) 5-1 X 7 s��°s ?. � �� Oa: DCC Ut " R APP. EQUAL. TILE _ _ _ ', V_J LL —LL ® 8 X 8 CERAMIC TILE - AMERICAN OLEAN TILE O ONE "RHEEM OR APP. EQ." GAS FIRED BOILER WITH DIRECT VENT TOP OF FIRST FL WINDOW BORDER W/20"TILE ON A 45'TO BE INSTALLED OVER 1/211 CEMENT r ROUT TO HAVE WATERPROOF (SIZE AS REQUIRED), UNLESS OTHERWISE NOTED. ' 41 41 7° 5'-1 BOARD, U.O.N. WALL AND FLOOR G PROV. 8" DIA. "ZERO CLEARANCE" FLUE 4.1 ° I I I I O tG cV D N ADDITIVE MIXED IN. INDIRECT HOT WATER HEATER, UNLESS OTHERWISE 1 11 a t ' W O T ONE VAUGHN 70 GAL. IND R ., NOTED. H III- _4 ❑ e ■ ■ ■ e ■ m m m ,/ fA r ALL NECESSARY PIPING, CIRCULATORS, CONTROLS, ETC., AND OIssIE / r 1 111 ° O IIV ° 2'_5" •ytYn�iS M1''�t'* — 275 GALLON FUEL TANK, UNLESS OTHERWISE NOTED. TOP OF FIRST FL. fes •ll TWO "RUDD" (SIZE TONAGE AS REQUIRED) 13 SEER AIR HANDLERS UNLESS ' J q ■ ° m m SCALE: OTHERWISE NOTED. PROV. ELECTRONIC DAMPING FOR ADDIL. ZONE 3--0- _ _ _ _ _ _ _ GO ® ■ e II 1/411_11011 O (VARIES) 51_Q TWO IIRUDD" (SIZE TONAGE AS REQUIRED) 13 SEER CONDENSORS> UNLESS _ - - ® ° �J vv QTY- 2 OTHERWISE NOTED. OFFICE SET DWG. NAME: I II CEILING/FLOOR OUTLETS AS PER ENGINEERING ® ° (1) 5'-11"X 2'-5" SPECIFICATIONS. ONE RETURN ON SECOND & FIRST FLOORS. WEST ELEVATION NOTE: ADD ANTI-FREEZE TO ENTIRE SYSTEM. m O, 5, 1 GENERAL I I � ° NOTES ® EXISTING FLOOR REGISTERS TO REMAIN. s-------------------sf---------------- � ----------------- �--- QITY- 1 ® PROPOSED NEW FLOOR REGISTERS TO BE INSTALLED. (V.I..F.) (2) 4'-0'X 51-811 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, (1) 5'-181'X 7" ARE THE SOLE PROPERTY OF THE ARCHITECT. NO DWG. NO.: N. REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A. PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS \ GENERAL NOTES o CLIMATE AND GEOGRAPHIC DESIGN CRITERIA CONTRACTOR TO NOTIFY THE ARCHITECT GEN (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) CONTRACTOR WHICH DIFFER FROM THE MAXIMUM MAXIMUM 1 FAMILY DETACHED DWELLING HEATING CONSTRUCT. DRAWINGS/SPECIFICATIONS. Z ° DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM�'� WINTER ICE SHIELD \ U ZONE 11 B U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE FLOOD SNOW DESIGN DESIGN UNDERLAY. HAZARD � 0 HEATING DAYS = 5750 LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMP. REQUIRED ZONE 11 B DEPTH till COINCIDENT WET-BULB TEMP. - 73 5750 0.45 R-38 R-21 R-30 R-10 R-9,2 FT R-38 z SUMMER DESIGN DRY-BULB TEMP. = 83 LOAD BEARING VALUE OF MODERATEZONE 11 B MAP#3161030166 G � OU EXPOSURE SOIL 3,000 PSF .�4 WINTER DESIGN DRY-BULB TEMP. = 6 „ TO SLIGHTLY TO 0045 PSF CATEGORY B B SEVERE 12 FOOTINGS = 110 YES EFFECTIVE DATE: C7 c q GLAZING "U" FACTOR = 0.45 120 MPH HEAVY MODERATE CLI SPECIFIC REQUIRED & PROPOSED USE-16" CEILING "R"VALUE = 0.45 MAY 4TH 1998 z N MATE_ M EXTERIOR WALL R VALUE = 0.45 PROPOSED MINIMUM NOTES: FLOOR "R"VALUE = 0.45 DESCRIPTION R-VALUE R-VALUE 10" P.CONC. 9' H. A ONT. F. FINOTI N. WALL ON TOP OF DESIGN CRITERIA U w TOTAL EXTERIOR WALL SQ.FT, = 5,548 SQ.FT. WALL TYPE 1 R - 10 R - 1 O A CONT, FOOTING. cn N HEF . TABLE 160915 - 2 TOTAL WINDOW SQ.FT. = 607 SQ.FT. WALL TYPE 2 2"X6"W.D. R - 21 R - 21 2" X 6"WOOD STUD WALL WITH 1/2 COX PLY WD. - . 1 (1 ) k '- TOTAL DOOR GLASS AREA 300 SQ.FT. WALL TYPE 3 2"X4"W.D.STUD R - 15 R - 15 2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD. MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba U 0 00AQ N FENESTRATION AREA = 907/5,548 X 100 = 16.4 WWR ROOF TYPE 2" X 12" WIND LOAD ROOF DOUG FIR R - 38 R - 38 AF TIMBERLINE LIFETIME ROOF SHINGLE. HORIZONTAL LOADS VERTICAL LOADS Q M TOTAL SQ.FT. AREA = 4,946 SQ.FT. 1. VELOCITY DIRECTION ANGLE WINDWARD FLOOR TYPE 1 3/4 X 11 7/8 R - 21 R - 21 1 3/4 X 111 7/8 TGI PRO. 550 F.J. @ 16 O.C. END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE OVERHANG CEILING TYPE 1 3/4" X 11 7/8" R-21 N/R 1 3/4" X 111 7/8"TGI PRO. 550 F.J. @ 16" O.C. WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR MINIMUM EQUIPMENT PERFORMANCE WALL ROOF WALL ROOF „ 4 P.CONC.SLAB ON COMP. FILL ROOF ROOF ROOF ROOF ZONE ZONE SLAB 4 P.CONC. R - 9,2 R - 9,2 W .W.M. 6 X 6 REINF. TRANSVERSE 30°<ANGLE < 451 25.7 17.6 20.4 14.0 9.9 -15,6 8.6 -13.4 -11.6 -13.0 \�10 EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM 120 S4 PERFORMANCE 23.7 ALL ANGLES 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -1!9.1 -12.1 -41.1 -32.7 OIL-FIRED STEAM AND DOE 1 O CFR PART 430 NAILING SCHEDULE ERS SUBPART B APPENDIX N. AFUE 800�b,d' S.F. OF AREA HOT WATER BOIL \\\ , < 300,000 BTU/H. PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION R-3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMENT CONNECTION FASTENING SPACING NO. COMMON OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 GENERAL FLOOR PLAN NOTES 1 RAFTER TO TOP PLATE (TOE-NAILED)@16" O.C. 38d PER RAFTER MINIMUM REQ'D, PROPOSED MINIMUM SQ.FT. OF NET GLAZED OPENABLE 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 38d PER JOIST USE REQUIRED PROPOSED SLOPE HT./ SLOPE HT./ USE AREA LITE/SQ.FT. AREA% VENT/SQ.FT. AREA% FURRED HT. FURRED HT. 1, DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT 6 BLOCKING TO RAFTER (TOE-NAILED) 2-81D EACH END 1ST. FLOOR 1ST. FLOOR SCALE DRAWINGS). 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END KITCHEN 70 SQ.FT. 417 SQ.FT. 6'-8" 71-6" N/R 101_011 KITCHEN 70 SQ.FT. 141 SOFT. 34% 62 SQ.FT. 15% W 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/211 GYPSUM BOARD WITH 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-160, PER FOOT METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). DINING RM. 70 SQ.FT, 293 SQ.FT. 6'-8" 7'-611 N/R 10'-011 DINING RM. 70 SQ.FT. 189 SQ.FT, 23% 176 SQ.FT. 21% r , V 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/811 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-'16D JOINTS-EACH SIDE GREAT RM. 70 SQ.FT. 542 SQ.FT. 6'-8" 7'-6" N/R 10'-0" GREAT RM. 70 SQ.FT. Y FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 51-0" RETURN ON 10 STUD TO STUD (FACE-NAILED) 2-'16D 24" O.C. ADJACENT WALLS &CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS BATH #1 30 SQ.FT. 35 SQ.FT. 61-8" 7'-6" N/R 10'-011 BATH #1 30 SQ.FT. 9 SQ.FT. 26% 4.5 SQ.FT. 13% OF 5/8" FIRE RATED GYPSUM BOARD 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES Z O LAUNDRY RM. 70 SQ.FT. 128 SQ.FT, 6'-8" 7'-6" N/R 101_011 LAUNDRY RM. 70 SQ.FT. 25 SQ.FT, 20% 30 SO.FT. 23,5% O 4. ALL BATH/TOILET AREA WALLS AND CLG. ADJ, TO WET AREAS TO HAVE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD WATER RESISTANT GYP. BD., OR WALL TILE SET ON CONC. BD6 . OR APP. EQ. FOYER N/R 121 SQ.FT. '-8" 7'-6" N/R 10'-011 FOYER N/R 17 SQ.FT, 14% 21 SQ.FT. 14% 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST BATH #2 30 SQ.FT, 37 SQ.FT. 5' 7'-6" N/R 101_011 BATH #2 30 SQ.FT. 6 SQ.FT. 16% 3 SQ.FT. 8% W OR BLOCKING (FACE-NAILED) 2-16D PER FOOT „ „ O Q Z GENERAL FRAMING NOTES STORAGE N/R 36 SQ.FT. 6i8 71=6N/R 101 OBAOTH 3E 30 SQ.FT. 10 SQ.FT. 25° °00 5 SQ.FT. 7.5 % 06 � 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST BATH #3 30 SQ.FT. 68 SQ.FT. 5 7 61I / 10 O'I _8D EACH END Z r n 1. ALL WALLS, 2"X4" AND 2"X6", TO BE STUD GRADE OF BETTER 16" O.C., 15 BRIDGING TO JOIST (TOE-NAILED) 2 STUDY 50 SQ.FT. 471 SQ.FT. 6-8 7-6 N/R 10-0 STUDY 50 SQ.FT. 130 SQ.FT. 28h 91 SQ.FT. 19/o v , ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END O 2ND FLOOR 2ND FLOOR W 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-160 EACH BLOCK = W TO BE PRESSURE TREATED. M. BEDROOM 70 SQ.FT. 328 SQ.FT. 6'-8" 7'-6" N/R g'-0" M. BEDROOM 70 SQ.FT. 107 SQ.FT, 33% 73 SQ.FT. 23% 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST BEDROOM #1 70 SQ.FT. 33 SQ.FT. 15% 17 SQ.FT. 8% O O 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. BEDROOM #1 70 SQ.FT. 223 SQ.FT. 5' 7'-6" N/R 9'-0" JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3'-8D PER JOIST Z BEDROOM #2 70 SQ.FT. 245 SQ.FT. 6'-$" 7'-6" N/R 91_011 BEDROOM #2 70 SQ.FT. 33 SQ.FT. 14% 17 SQ.FT. 7% 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O.C. 20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST ' W FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. M. BATH 30 SQ.FT, 172 SQ.FT. 5 7'-6" N/R g'_p" MFT M. BATH 30 SQ.FT, 40 SQ. . 23% 20 SQ.FT. 12% 5. FLOOR CONSTRUCTION: 3/4" T. &G. PLYWOOD SUBFLOOR. FINISHED 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT 0 MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD M. CLOSET 1 N/R 42 SQ.FT. 5' 7'-6" N/R g'-p" M. CLOSET 1 N/R 5 SQ.FT. 12% 2 SQ.FT. 5% I.LJ M FLOOR JOISTS. 23 DIAGONAL BOARD SHEATHING o w D t 11 I M, CLOSET 2 N/R 42 SQ.FT, 6'-8" 7'-6" N/R g'-p" M. CLOSET 2 N/R 5 SQ.FT. 12% 2 SQ.FT. 5/0 6. ALL WINDOW AND DR. HORS. TO BE MIN. (2) 2 X10 UNLESS OTHERWISE 1 X 6 OR 1 X 8 2.-8D PER SUPPORT O 0 111 X 101' OR WIDER 31-8D PER SUPPORT SPECIFIED. ALL INT. HORS. TO BE (2) 2"X10" UNLESS OTHERWISE HALL/FOYER N/R 312 SQ.FT, N/R N/R N/R g'_p11 HALL/FOYER N/R 45 SQ. FT. 14% 23 SQ. FT. 7% r 1 O SPECIFIED. a v BATH #5 30 SQ.FT. 73 SO.FT. 5' 7'-6" N/R g'_011 BATH #5 30 SQ.FT. 15 SQ,.FT. 16% 7 SQ.FT. 8% O 7, PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD LINEN CLOSE N/R 22 SQ.FT. 5' 7'-6" N/R g'_pl' LINEN CLOSET N/R 5 SO.FT. 23% 2 SQ.FT. 90/u V 1-- 8. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 26 FIBERBOARD PANELSD BATH #4 N/R 52 SQ.FT. 6'-$" 7'-6" N/R 9'-0" BATH #4 N/R 20 SQ. FT. 38% 10 SQ. FT. 18°ib U 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. 3" EDGE/611 FIELD 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. 7/16 6D GUEST BED. 70 SQ. FT. 287 SQ.FT, N/R N/R N/R g'_pll GUEST BED. 70 SQ. FT. 86 SQ.FT. 1 30% 62 SQ.FT. 22% GRADE PLYWOOD, PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 25/32" 8D 3" EDGE/6" FIELD 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD FLOORS, WALLS„ AND CEILINGS FLOORS AND FOUNDATIONS OVER OUTSIDE AIR. GENERAL ELEVATION NOTES 30 DIAGONAL BOARD SHEATHING DESCRIPTION U - FACTOR X AREA = UA DESCRIPTION 1" X 6" OR 1"X g" 2'.-8D PER SUPPORT INSULATION INSUL. INSUL. R U-FACTOR OR AREA OR - UA R-VALUE DEPTH FACTOR R-FACTOR X PERIMETER 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS 1" X 10" OR WIDER 3-81D PER SUPPORT CEILING R-38 0.31 2,176 SQ.FT. 674 BASEMENT WALL 2'-0" R-10 0.56 2,084 SQ.FT. 1,167 BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 31 STRUCTURAL PANELS TRUSS/RAFTER INTERIOR FLOOR R-38 0.31 2,450 SQ.FT. 760 CRAWL SPACE 2'-0" R-19 0.56 -- N/A TO TOP PLATE 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & 1" OR LESS SD 6" EDGE/ 1211 FIELD (RPS4) EXTERIOR WALLS R-21 0.31 5,548 SO.FT. 1,714 UNHEATED SLAB 4" R-4.5 I N/A 2.377 SQ.FT. N/A ROOF VENTS. 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GREATER THAN 111 110D 6" EDGE/6" FIELD TOTAL AREA 13,354 SQ.FT. TOTAL PROPOSED"UA" 1,167 TRUSS BRACING 32 DIAGONAL BOARD SHEATHING (MTS 12) GENERAL PLUMBING NOTES 1 11 X 611 OR 1 11 X 811 2-8D PER SUPPORT DESIGN CRITERIA 1" X 10" OR WIDER 3-8D PER SUPPORT WALLS, WINDOWS, AND DOORS 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ INSULATION REF. TABLE R301 .2(2) ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. DESCRIPTION R-VALUE U - FACTOR X AREA = UA 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) 2. IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE WALL R PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE S Uo=0.14 4337 SQ.FT. 774 WOOD FRAME CONSTRUCTION PER ALL APPLICABLE CODES. DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, WINDOW R= .3/SQ.FT. 0.35 712 SQ.FT. 250 ZONE ROOF > 30°-40° X 1.53 ROOF > 30°-40° X 1.53 WIND SPEED SHALL BE USED TO MAINTAIN THE LOAD PATH. 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF DOOR N/A 0.35 481 SQ.FT. 168 3 23.7 36.3 -30.3 -46.4 120 WHIR NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. TUD TO STUD w GENERAL HVAC SYSTEM NOTES : �: (CS 16) TOTAL AREA 5530 SQ.FT. N 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL 10d NAILS OR STUD TO BAND JOIST APPLICABLE CODES AND SAFETY REQUIREMENTS. 16d SINKERS (CS16) , 3" O.C. VERTICAL H 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND TABLE4" O.C. HORIZONTAL HEADER ANCHORAGE REFER TO A.1 WINDOW& DOOR SCHEDULES FOR PANEL LOCATIONS. ; (LSTA18) 0 REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. w 1 1/2" #8 WOOD SCREWS ; WALL STUD Z 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING STRONG-WALL , &SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT 12 12 16 SHEARWALL SUPPLIER FOR FINAL REVIEW.AND APPROVAL. 6'-0" < PANEL 6-0" < PANEL 21-0" < PANEL (TYPICAL AT � SPAN < 8'-O" SPAN < 6'-0'° EACH CORNER) WALL STUD J Z) SPAN ALTERNATIVE FOR OPNG. PROTECTION '`' _ 0 EMERGENCY ESCAPE/RESCUE OPENINGS PIIROV. 11 7/8" Box BEAM N ,-> WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16" PRE-ATTACHED SELL PLATE TO '� C W SECT. R310 PHD6 WITH (((777777 A� / h w AND MAXIMUM PANEL SPAN OF 8'-O" (12) SDS 1/4 X 3 F I N USP B BOTTOM PLATE AND FASTENERS < 1' � ° °Q �.a USING USP BEARING , �� 0 1. MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AN - PLATE FASTENERS BAND JOIST REQUIRED IN EVERY SLEEPING ROOM. TWO STORY BUILDINGS. PANELS (HBPS/LBPS) ; U)LL REQ y 'F p O UM OF 44 INCHES ABOVE FLOOR. 2, OPENING SILL HEIGHT TO BE A MNIMSHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. SILL PLATE TO TWO- MEMBER FLOOR SUPPORT BEAM 'V w, '`+ �i w 0 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET, PROV. METAL FLASHING SIMPSON LSTA18 FOUNDATION(BP) O O (REFER TO SECTION 1609.1.4 ABD 1609,6.5 AND TABLE 1609,1.4) z = _ T _ D 4, MINIMUM OF 5,0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. SILL PLATE TO CONNECTION 18 STRAP WITH WALL TO FLR. FRAMING `` `z. 11 r FOUNDATION AT ALL WINDOW SILLS, C12) 1 Od FASTENER. t ; h SCALE: 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. USING USP BEARING (TYPALL LOCATIONS) _ WINDOW WELL REQ. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. PLATE FASTENERS . CONNECTION OF BAND JOIST TO SUPPORT 1/411 u 11 TABLE 1609. 1 .4 (HBPS/LBPS) SIN�PSON LTP4 STRAP (12) Sd X 1 1/2" DWG. NAME: 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36OFFICE SET (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH FOR WOOD STRUCTRAL PANELS METAL FASTENER SCHEDULE CONNECTION OF WALL 1 0. 1 5. 1 1 ENERGY EXCEEDS 44 INCHES. PANEL SPAN 2'-O"< PANEL '-0" < PANEL '-CO" < PANE CALCULATIONS FASTENER TYPE A-3 TO FLOOR FRAMING. A-3 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED < 2'-0" SPAN :541-011 PAN < 6'-0" SPAN < 8'-0" IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. (ALL STRAPING TO BE (9 1611 O.C.) (EXAMPLE) 1 1/2" #6 WOOD SCREWS 16 16 12 9 THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES ARETIONS,CHE PRGES,ANOPERTY OFTHEA IFICT IO NO ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, 1 1/211 #8 WOOD SCREWS 16 16 16 12 REVISIONS,CHANGES,AND/OR MODIFICATIONS TOOL EL EXCESSIVE FORCE, SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION A-5 BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW.