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HomeMy WebLinkAbout39081-Z Town of Southold Annex yFOt,f 8/15/2014 PjP.O. Box 1179 54375 Main Road Southold,New York 11971 1 } � CERTIFICATE OF OCCUPANCY No: 37091 Date: 8/15/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 660 Mill Creek Dr, Southold, SCTM#: 473889 Sec/Block/Lot: 135.-3-42.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/4/2014 pursuant to which Building Permit No. 39081 dated 8/4/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY RESIDENCE PER ZBA DECISION #6061 DATED 8/16/2007 AS APPLIED FOR The certificate is issued to Girzadas,Christopher&Darlene,Wilhelm (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 3056556 03-10-2008 PLUMBERS CERTIFICATION DATED 08-14-2014 George Fredricks Authorized ignature if �Focr0FQj`{ TOWN OF SOUTHOLD , ,r<�= ,sem BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 40 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 #: 39081 Date: 8/4/2014 Permission is hereby granted to: Girzadas, Christopher & Darlene, Wilhelm 600 Mill Creek Dr Southold, NY 11971 To: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL #6061. REPLACES B.P. #37003 At premises located at: 660 Mill Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 135.-3-42.3 Pursuant to application dated 8/4/2014 and approved by the Building Inspector. To expire on 2/3/2016. Fees: PERMIT RENEWAL $160.00 otal: $160.00 Buildin Inspector 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 #: 37003 Date: 2/17/2012 Permission is hereby granted to: CHRISTOPHER GIRZADAS & WILHELM DARLENE 600 MILL CREEK DRIVE SOUTHOLD, NY 11971 To: ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL #6061. REPLACES B.P. # 33413 At premises located at: 660 MILL CREEK DRIVE SCTM # 473889 Sec/Block/Lot# 135.-3-42.3 Pursuant to application dated 9/11/2007 and approved by the Building Inspector. To expire on 9/17/2013. Fees: PERMIT RENEWAL $110.00 Total: $110.00 fi 50.00 I60.�' Buil i In pecto FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33413 Z Date SEPTEMBER 21, 2007 Permission is hereby granted to: CHRISTOPHER GIRZADAS 600 MILL CREEK DR SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL #6061 . at premises located at 660 MILL CREEK DR SOUTHOLD County Tax Map No. 473889 Section 135 Block 0003 Lot No. 042 . 003 pursuant to application dated SEPTEMBER 11, 2007 and approved by the Building Inspector to expire on MARCH 21, 2009 . Fee $ 220 . 00 Aut ized i nature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. 423— I New Construction: Old or Pre-existing Building: (check one) Location of Property: A()p IrYI I LL Ce��� U 12,�j E, :So'Ttg0 1� House No. Street /� Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 3 S Block Lot `1 3 Subdivision Filed Map. Lot: Permit No. M O O Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 0 -zi� Ap cant Signature a ����n����n���n���nrnr���n�n�n�r��r�.r�����.n������n������ 3n o 5 3 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 S SBUREAU OF ELECTRICITY S S40 FULTON STREET - NEW YORK, NY 10038 SCERTIFIES THAT 5 S S 5 Upon the application of upon premises owned by 5 5 5 ALAN HUBBARD ELEC. CHRIS GIRZADAS 5 PO BOX 2241 660 MILL CREEK DR C 5 126 CLOVER PLACE SOUTHOLD, NY 11971 5 5 AQUEBOGUE, NY 11931, 5 Located at 660 MILL CREEK DR SOUTHOLD, NY 11971 5 S 5 Application Number: 3056556 Certificate Number: 3056556 5 5 S 5 Section: Block: Lot: Building Per it: 33413 BDC: ns11 S 5 S SDescribed as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Second Floor,Outside, 5 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 10th Day of March,2008. 5 Name QTY Rate Ratine Circuit Tyne 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide S SSensor 6 0 Smoke S SAppliances and Accessories 5 Exhaust Fan 1 0 F.H.P. 5 Furnace 1 0 Oil 5 SWiring and Devices S 5 Receptacle 19 0 General Purpose S 5 Switch 16 0 General Purpose 5 SDimmers 3 0 5 Fixture 24 0 Incandescent c5 S Fixture 1 0 High Intensity 5 Receptacle 3 0 GFCI 5 S Paddle Fan 2 0 5 S 5 seal 5 5 S 1 of I 5 5 S 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 S O cPr�rJ�tPrJcP rJr..f�JcPc.tr.Pclr��PcPrJ�rJ�cJ�c1cJrJ�cPtJ�rJ�rJ�cJ'cPcPrJ��.1�r`PrJ�tJ�rJ�cPcPcPrJ�LPrrJrP�PrJ��rnc O ��ypF Solt Town Hall Annex �O l4 Telephone(631)765-1$02 54375 Main Road - Fax(611).765--95-02 P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD -CERTIFICATION Date: Building Permit No. C_?/00 � Owner: � 6//' 7< CG S (Please print) Plumber: (Please print) I certify that the solder used in.the water supply-system contains less-than 2/10 o-f IOK lead. -(Plumbers S4114ure) Swom to before me this day of 20 Notary Publicsvl�-� County CONNIE_D. BUNCH Notary Public,State of New York No.01 SU6185050 Qualified in Suffolk County Ut Commission Expires April 14,2 OF SOUI�olo � 3 4- 13 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ J FOUNDATION 1 ST [ ] ROUGH PLBG. WFOUNDATION 2ND [ J INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Z4,. L4- DATE l0 -� 9 0 7 INSPECTOR OF SO(/T��6 3 3 /3 ou►m, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING S�TRAPPIN [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 4f -tx4k DATE PE IN T S COR r4f so Z, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST ROUGH lPL13G. FOUNDATION 2ND INSULATION 9'FRAMING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION REMARKS: -4 1. (Li— e— to r DATE INSPECTOR rjf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RgVGH PLBG. [ ] FOUNDATION 2ND [ l INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FI LACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKKS: DATE ` INSPECTOR pF SOpT�Olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: d- DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS W' /O /r r FOUNDATION(1ST) _ y -------------------------------------- c L FOUNDATION(2ND) z _ p o _ H ROUGH FRAMING& y PLUMBING It4 LT INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 0 z m � b W .r p � Z r d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTIVIENT Do you have or need the following,before applying? TOWN HALL * Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � Survey � www. northfork.net/Southold/ PERMIT NO. ! Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration "' 20 Blbiffi4 Inspector �- APPLICATION FOR BUILDING PERMIT Date� i0 Q 20 Z 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 applicant or name, if orporation) _ 3 :e-, .,L)y (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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: House Number Street Hamlet County Tax Map No. 1000 Section Block 3 Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed Construction: a. Existing use and occupancy 1L _S► �1 FJ� M Il�� =b��>v �Q i= b. Intended use and occupancy 1t�� r L-X=d 1=� r_A-1-I 1 Ly in iiM Qe l f+-T'rfttkAPZJ 05REA-T 3. Nature of work (check which applicable): New Building Addition X Alteration Repair Removal Demolition X. Other Work (Description) 4. Estimated Cost 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ?��� Rear , 2 Depth, 01 'f 1. k% c1c_ Height U i , Number of Stories i Dimensions of same structure with alterations or additions: Front �4 I-D 1� Rear Depth 144181, Height „2' I()uNumber of Stories )1__!�L ► I 8. Dimensions of entire new construction: Front 1 g ) • Rear a� Depth )g Height C; 91 -1 "_f/- Number of Stories �S.6V �a4,17_1 9. Size of lot: Front!N X /a% Rear lam_X20i Depth CD 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated V-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES /'° NO Will excess fill be removed from premises? YES NO 5.0 UVe-r- 9b 14. Names of Owner of premises j! IRI=PNf✓t /Qj22N,��dress�p ti(l(.Q �•r,�(Dll� .0 Phone No.. -g Name of Architect �Rpi o y_ 0C)TA•-9-g-3 Addressfo hpleq Q24AjrjcPhone N Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO�>� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF i! p � 1c.,k�'l eap— a C��1 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the Ltil�7_. (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw q24o before me t day of [ 2o 6-) 1 �WAA=�i NOAL� I NotaOZ.Vublic Signature of Applicant MELANIE DOROSKI NOTARY PUBLIC, 01 D04634New York 870 Qualified in Suffolk County Commission Expires September 30, �� FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 28, 2005 TO: Christopher Girzadas 600 Mill Creek Drive Southold,NY 11971 Please take notice that your application dated October 27, 2005 For permit for additions and alterations to an existing single family dwelling at Location of property: 600 Mill Creek Drive, Southold County Tax Map No. 1000 - Section 135 Block 3 Lot 42.3 Is returned herewith and disapproved on the following grounds: The proposed addition to this existing single family dwelling, with three front yards, on a non- conforming 19,273 square foot lot in the Residential R-40 District Article XXIV Section 100-242A which states, "Nothing in this article shall be deemed to prevent the remodeling, reconstruction or enlargement of a non-conforming building containing a conforming use,provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings." The existing front yard setback is 31.25 feet and 29 feet, respectively. Followingproposed construction the front yard setbacks will be 22.67 and 29 feet, respectively. Pursuant to the ZBA's interpretation in Walz (#5309) such additions and alterations will thus constitute an increase in the degree of nonconformance. Pursuant to Article XXVI Section 100-244 which states that non-conforming lots, measuring less than 20,000 square feet in total a uire a minimum front yard setback of 35 feet. f� r � R uthori ed Si Note to Appli ant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. i APPEALS BOARD MEMBERS ��0f $o(/j Mailing Address: James Dinizio, Jr., Chairman y0 Southold Town Hall CIO53095 Main Road - P.O. Box 1179 Gerard P. Goehringer Southold,NY 1.1.971-0959 Ruth D. Oliva Office Location: Michael A. Simon �0 �Q Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman IyC�U ��.'` 54375 Main Road(at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631)765-1809-Fax (631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 16, 2007 ZB File No. 6061 - CHRIS GIRZADAS Property Location: 600 Mill Creek Drive (a.k:a Mill Creek Road), Southold; CTM 135-3-42.3. 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. PROPERTY FACTS/DESCRIPTION: The applicant's property has frontage on three sides by Mill Creek Drive, and the remaining yard is on the south side 157.20 feet in length. The property is 19,273 square feet in size and is improved with a one-story dwelling and accessory shed, all as shown on the April 4, 2005 survey prepared by William R. Simmons III, L.S.P.C. BASIS OF APPLICATION: Zoning Code Sections 280-122A and 280-124, based on Zoning Code Interpretation under ZBA #5039 in the Application of R. Walz, and the Building Inspector's June 13, 2007 Notice of Disapproval, concerning proposed additions to the existing dwelling, which will be an increase in the degree of setback nonconformance when located less than 35 feet from the front lot line. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated July 25, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application is exempt under Town Code Chapter 268. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 2, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant proposes to build a single-story addition to the existing one-story dwelling. The addition would replace a raised wood deck, and a portion of the Page 2—August 16,2007 1 ZB He No. 6061 —Chris Girzadas CTM No. 135-3-42.3 new construction will not conform to the 35 ft. minimum front yard setback, a section of which will be 27 feet 10 inches measured at the shortest distance between the new construction and the front lot line on the east side (adjacent to Mill Creek Drive). The southeastern corner of the new construction is measured at 34'2" from the easterly front lot line. BASIS OF APPLICATION: Request for a Variance under Sections 280-122A and 280-124, based on Zoning Code Interpretation under ZBA File # 5039 in the application of R. Walz, and the Building Inspector's June 13, 2007 Notice of Disapproval, concerning proposed additions to the existing dwelling, which will be an increase in the degree of setback nonconformance when located less than 35 feet from the front lot line. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated July 25, 2007states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: The relief requested in this application is exempt under Town Code Chapter 268 as a minor action involving a variance other than a bulkhead or waterfront setback. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 2, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct a new 1'/2 story addition, 18' by 25' in size, at 27'10" from the front lot line at its closest point, and at 34'2" from the front lot line at the opposite corner, after removing the existing deck. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The land has technically three front yards owing to its location on a curved road that surrounds the house on three sides. The applicant seeks a reduction of front yard setback from 35 feet to 27 feet 10 inches on one of the secondary front yards 2. The variance sought is not substantial. Only a portion (angled to the street line) of the proposed addition will extend five feet, and which is closer to the front line lot line than the wooden deck that will be removed. 3. The benefit sought by the applicant, an increase in living space, cannot be achieved by some method feasible for the applicant to pursue, other than an area variance. The alternative would require placing the addition adjacent to the kitchen in a place currently occupied by a deck. 4. The difficulty has been self-created. Page 3—August 16,2007 ZB He No.6061 —Chris Girzadas CTM No. 135-3-42.3 5. 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. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of his property, 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 267-13, motion was offered by Member Oliva, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on the 6/14/2007 site pian and 6/1/07 elevation diagrams prepared by Arch itecnologies. 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 Dinizio (Chairman), Oliva, Goehringer, and Weisman. Member Simon was absent. This Resolution w my adopt -0). J mes Dinizio Jr., Chyrmarl //Approved for Filing f j Erosion Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM Yes No EXEMPTIONS: A. Does this project meet the minimum standards for classification as an Agricultural Project. Note: If you answered Yes to any of the above,a Storm-water,Grading,Drainage&Erosion Control Plan is not required. ------------------------------------------------------------------- ACTIONS REQUIRING THE SUBMISSION OF A STORM-WATER, GRADING,_DRAINAGE & EROS_ION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK Item Number: (A Check Mark (J)for each question is required for complete application) Yes No 1. Will this project retain all Storm-Water Run-off generated on Site? (This will include all run-off created by site clearing and/or construction activities as well as all / Site Improvements and the permanent creation of impervious surfaces.) 2. Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? a 3. Will this application require land disturbing activities encompassing an area / of five thousand(5,000)square feet of ground surface or more? 4. Is there a Natural Water course running through the site or is this project within / One hundred(100)feet of wetlands or a beach? ❑ V 5. Will there be site preparation on slopes which exceed fifteen(15)feet of vertical rise to One hundred(100) feet of horizontal distance? ❑ 6. Will driveways,parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? 7. Will this application require the placement of material,removal of vegetation and/or the construction of any item within the Town Right-of-Way or road shoulder area? ❑ (This item does not include the installation of driveway aprons.) 8. Will there be site preparation within the one hundred(100)year floodplain of any watercourse? Note: If any answer to questions one through eight is answered with a check mark in the Box,a Storm-water,Grading, Drainage&Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. ------------------------------------------------------------------- STATE OF NEW YORK, COUNTY OF.,5P F'FQC Y,..._................... ss That I, ...... kms................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that He/She is the ......1�5 ­_ - ......................... .. ....................................................................................................(Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owner's,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 belier;and that the work sill be performed in the manner set forth in the application filed herewith. Sworn to before me this; ...........N '..... ..............day o .. Q !ii,,, ye'✓............ 20 �. Notary Public: .... �........ ....... ..U. _ .......................... MELANIE SKI (Signature of Applicant) NOTARY PUBLIC,State of New York No.01D04634870 Qualified in Suffolk County )A'C7 Commission Expires September 30, ,Mow mow • - TOWN 4UTHOLD PROPERTY RECORD CARD /fib a o S�� _ 4�.. � OWNER STREET D VILLAGE DIST. SUB. LOT 61 rzaaa5 -+ I 0�" -� I " - . \1)1U)ij1m 0 Ole- 14t-�� FORMER OWNER N E AC ArmSl'ron /LR�` l's� �il�L CRE�it' r 4.41 • S W TYPE OF BUILDING RES.,7/e SEAS. VL. FARM COMM. CB. MICS. Mkt. Volum LAND IMP. TOTAL DATE REMARKS �L. 7�i✓ 3 PlB7 to O � U � '��oU ✓r /3/ ;� ='r t / •: .' 7- 5S r- Y a��14-c' t �� l ✓!) a g � j 7 �6 e�i fS < „ i_. n, t C>�'t { ';9ie, (�, CyArnl:, 9�0(4I 1 6/<a5 bo i4-A �-L �8 tern AL a 9 Ito • P `s' AGE BUILDING CONDITIONE Ell k?,S4 / c $. „ , NEW NORMAL BELOW ABOVE FARM Acre Value Per Value — Acre 317-3 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD i Meadowland DEPTH House Plot BULKHEAD Tot . ' DOCK 1%55 S44 �?'p AVi"^+rL1 7 M i 0 . ,w.5x ", 4 P! . ILrli� ■ NOON■■■ ■��� __�■■■■■■■■■ '�"• . . � '�' ';: Y ��ray�: sj � ■■N■■■■■■ NONE OMENS ON ■■■■■■■■■■■■■■■■■■■ N ■■■N ■ n■N■■NNN■■■ ■ N■ ■■■■■■■N■■■■■■■■ NOON■■ ._ ti �� ° - NNE■■Er�i��7■■■■■N■■■■■■■■■N■■■ i�ii�i��� �■ ii NNNNNNNNii■N■i ■■■■■■�®NOON■■ NOON■■ ■s■■ ■ ■■■ OMNI■EN■■SUMNN■■NON■■ONN _ ■■■ ■■l!-SM■NNEt■■■■■■■■■■■NONE ■■■■ONEE■OMMES■N■■E■■■NO■NENNEON■ ■■NNNNONNNNEEM ■E■N■N■®®MEN . � . . N■■■ NON■ • w �y 7OWN OF SOUTHOLD PROPERTY RECORD CARD 7WNER STREET VILLAGE DIST. SUB. LOT 'ORMER OWNER N E ACR. S W TYPE OF BUILDING ES. SEAS. VL. FARM COMM. CB: MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS s�f SS .=y Z S; "n-L:52 Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD 01 Meadowland DEPTH �. House Plot BULKHEAD Total 7 1 d TRIM i i Extension Extension Extension Foundation Bath Dinette Porch Basement Floors K. Porch Ext. Walls Interior Finish LR. Breezeway Fire Place Heat DR. Garage Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B 0. B. Dormer Driveway Total 1 mom IMMEMENIMEM MMENSIMINNIMME �s IMINESSIM NONE m��� SIMMEN� �s ■.� �s���■��■■ Lill MORRIS CESSPOOL SERVICE, INC. 2760 YENNECOTT DR, SOUTHOLD N.Y. 11971 631 765 3300 I Douglas Morris have insp�ected the sanitary cesspool system at �flC4LOK Ph and found it to be good working order. This inspection was performed for C��,r� -(mss 'n Sincerely Yours �?� Douglas Morris ITECNOLOGIES "CBYrWr= PLANNING CONSTRUCTION SMVICES 13405 Main Road,MnUWu*,New Yank 11952 631.298.1129 fax:631.298.1128 September 7, 2007 Town of Southold Building Department Southold, N.Y. 11952 Re: Proposed Alteration/Addition to Existing Girzadas Residence 600 Mill Creek Road Southold, N.Y. 11971 Per requirements by New York State Residential Construction Code we certify that the design criteria is done per prescriptive design. All of the load calculations and structural plans comply with all of New York Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any questions please contact our office at (631) 298-1129. Th ur time and consideration, N�� ® • ITECNOLOGIES ARCHITECTURE PLANNING CONSTRUCTION SERVICES 13405 Main Road,MattiWck, New Ywk 11952 631.298.1129 fax:631.298.1128 September 20, 2007 Town of Southold Building Department Southold, N.Y. 11952 Re: Proposed Alteration/Addition to Existing Girzadas Residence 600 Mill Creek Road Southold, N.Y. 11971 Attached please find a drainage calculation plan prepared on 9.20.07 for your records. If you have any questions please contact our office at (631) 298-1129. F ao 21 0 3-1.5-0? du �vl�Ol� &IPT A Sx AlOPW LX?fc.WoN jSAWa V'r reU,OR S 0144- �k �rCl✓� 4 33y13 010N1 flOS 30 IA Q1 1d30�J018 Q ypFFQt,t Southold Town Building Department permit#•' 33413 54375 Main Road Southold,New York 11971 Permit Date: 9/21/2007 ► �E," (631) 765-1802 4+" Expiration Date: 3/21/2009 �1 ' Parcel ID: 135.-3-42.3 BUILDING PERMIT RENEWAL LETTER Dated: 7/28/2011 Applicant: CHRISTOPHER GIRZADAS Location: 660 MILL CREEK DR SOUTHOLD,N.Y. 11971 Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL#6061. A FEE OF $110.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CHRISTOPHER GIRZADAS Address: 600 MILL CREEK DRIVE SOUTHOLD, NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department permit#•' 33413 F 54375 Main Road Southold,New York 11971 Permit Date: 9/21/2007 V ��; (631)765-1802 Expiration Date: 3/21/2009 Parcel W: 135.-3-42.3 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 12/22/2011 Applicant: CHRISTOPHER GIRZADAS & WILHELM DARLENE Location: 660 MILL CREEK DRIVE Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL #6061. 7008 0150 0002 7316 6231 A FEE OF $110.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CHRISTOPHER GIRZADAS & WILHELM DARLENE Address: 600 MILL CREEK DRIVE SOUTHOLD, NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department P.O.Box 1179 Permit#: 37003 54375 Main Road Southold, New York 11971 Permit Date: 2/17/2012 (631)765-1802 Expiration Date: 9/17/2013 1 Parcel ID: 135.-3-42.3 BUILDING PERMIT RENEWAL LETTER Dated: 5/5/2014 Applicant: CHRISTOPHER GIRZADAS & WILHELM DARLENE Location: 660 MILL CREEK DRIVE, SOUTHOLD Work Description: ADDITION/ALTERATION ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA APPROVAL#6061. REPLACES B.P. #33413 A FEE OF $160.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: CHRISTOPHER GIRZADAS &WILHELM DARLENE Address: 600 MILL CREEK DRIVE SOUTHOLD,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 �C THANK YOU, SOUTHOLD TOWN BUILDING DEPT. SITE SURVEY 1�1 SURVEY OF PROPERTY SITUATE: SOUTHOLD TOWN OF: SOUTHOLD z SUFFOLK COUNTY, NEW YORK v � S.C. TAX No. MAP— 1000 — 135 — 03 — 42.1 & 42.2 (42.3) 9e CERTIFIED TO: CHRIS GIRZADAS 10.a IH s 682 cRF SURVEYED 4-04-05 Q 1O2 ��2T AREA = 19,273 S.F. OR 0.44 ACRE N 40F SCALE 1 " = 30' j 8.64, V� w r UQ S CK Z Lu INFORMATION TAKEN FROM SURVEY ZY Q PREPARED BY WILLIAM R SIMMONS III, L.S.P.C. Z 11 MEROKE LANE, EAST ISLIP, L.I., N.Y. 11730N (631) 561-1686, F. (631) 581-1691 p 10.7 W fll y 11 (Yj TO RE 9EL IUUX'UII, .8' � ®PROPOSED NON-CONFORMING y Q EXISTING SEPTIC b Z cr E p E� � .8' civ�°, N 9 PbricN ° O L w 0 7' EXISTING DECK N Q a EL. 24 G Ep 9. REO AAL+ T, o W Y PROP.NEW,, STY. /y� T.H. IL as w SETBACK I " 00 s C0 �4TFort �� � J N Z EL O 8.9 MON.PD. EL. S K 9.6' EL SITE PLAN EL 10.6' 109.00 SITE SITE SURVEY SURVEY OF PROPERTY 1V c; C SITUATE: SOUTHOLD N .� 0.4 TOWN OF: SOUTHOLD L11 I z �i� SUFFOLK COUNTY, NEW YORK ��} ' U p S.C. TAX No. MAP— 1000 — 135 — 03 — 42.1 & 42.2 (42.3) c�t '?�, W ae CERTIFIED TO: CHRIS GIRZADAS Eoa Mid F SURVEYED 4-04-05 p° � EL V -! AREA = 19,273 S.F. OR 0.44 ACRE SCALE 1 " = 30' 1n 64' VF y SET CK W C7 y INFORMATION TAKEN FROM SURVEY Z �_ PREPARED BY WILLIAM R SIMMONS Ill, L.S.P.C. iF Z 11 MEROKE LANE, EAST ISLIP, L.I., N.Y. 11730 10'3' ffllll 10 (n (831) 381-1888, F. (831) 581-1891 x ur y w IL Z 0 y TO REMAIN 9I r '^ Q PROPOSED NON-CONFORMING ® cn EXISTING SEPTIC r 5 j O I V DRAINAGE SYSTEM 00%PAVI0 ROOFINNO UN-OFF NFALL 83' ( ISn"O'T�FYi�Tv "�N N (� O_ LL 9 SYSTEM#1 ® PORCH O ROOF-1,200 X.167-200 CU.FT. S O BASIN 1 &2-USE(2)NEW BASINS CID 4-HT. - 800 C.F.VOL. IN 1 f ` a TOTAL T EXISTING DECK SYSTEM 1M1 -TOTAL ROOF RAINFALL CAPACITY=800 C.F.VOL. S Fp e. 24' 2 8. EL W Wy Oy PROP.NEW 1 1 STY. Nn tFi ® e Z O T.H dN rye �J SETBB ACK aEo A n 00 Z o EL 20 MON.FD. EL SET K C r� f� r sv 02121 �QQ� EL. �� 9" 121 FN 3.a SITE PLAN EL. 10.6' y 09.00 SITE REScheck Software Version 4.1.1 Compliance Certificate Project Title: GIRZADAS RESIDENCE Report Date:09/07/07 Data filename:C:\Program Files\Check\REScheck\GIRZADAS RESCHECK.rck Energy Code: 20001ECC Location: Southold,New York Construction Type: Single Family Glazing Area Percentage: 17% Heating Degree Days: 5572 Construction Site: Owner/Agent: Designer/Contractor: 600 MILL CREEK ROAD CHRISTOPHER GIRZADAS FRANK NOTARO SOUTHOLD,NY 11971 600 MILL CREEK ROAD ARCHITECNOLOGIES SOUTHOLD,NY 11971 P.O.BOX 93 631-765-8183 MATTITUCK,NY 11952 631-298-1129 architecnologies@yahoo.com 'Com• Compliance:19.7%Better Than Code Maximum UA:239 Your UA:192 Cont.Gross Cavity Assembly Area or R-Value R-Value or D.. Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 520 38.0 15.0 11 Wall 1:Wood Frame,16"o.c. 1400 21.0 15.0 42 Window 1:Vinyl Frame:Double Pane with Low-E 27 0.310 8 Window 2:Vinyl Frame:Double Pane with Low-E 38 0.310 12 Window 3:Vinyl Frame:Double Pane with Low-E 14 0.310 4 Window 4:Vinyl Frame:Double Pane with Low-E 14 0.310 4 Window 5:Vinyl Frame:Double Pane with Low-E 9 0.310 3 Window 6:Vinyl Frame:Double Pane with Low-E 9 0.310 3 Window 7:Vinyl Frame:Double Pane with Low-E 9 0.310 3 Window 8:Vinyl Frame:Double Pane with Low-E 21 0.310 7 Window 9:Vinyl Frame:Double Pane with Low-E 10 0.310 3 Window 10:Vinyl Frame:Double Pane with Low-E 10 0.310 3 Door 1:Glass 72 0.350 25 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space 446 21.0 19.0 11 Crawl 1:Solid Concrete or Masonry 446 17.0 9.0 53 Wall height:6.0' Depth below grade:4.0' Insulation depth:2.0' Inside below-grade depth:0.4' Boiler 1:Other(Except Gas-Fired Steam)80 AFUE 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 2000 IECC requirements in REScheck Version 4.1.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: EXISTING 1 STY.DWELLING WITH PROPOSED ADDITION OF 1 1/2 STY.NEW ATTACHED GREAT RM. WITH MASTER BEDROOM ABOVE. Project Title: GIRZADAS RESIDENCE Page 1 of 5 Data filename:C:\Program Files\Check\REScheck\GIRZADAS RESCHECK.rck Report date:09/07/07 CREScheck Software Version 4.1.1 NJ( Inspection Checklist Date:09/07/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity+R-15.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity+R-15.0 continuous insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled LI-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled 1.1-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Vinyl Frame:Double Pane with Low-E,U-factor.0.310 For windows without labeled LI-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 7:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title:GIRZADAS RESIDENCE Page 2 of 5 Data filename:C:\Program Files\Check\REScheck\GIRZADAS RESCHECK.rck Report date:09/07/07 ❑ Window 9:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.350 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity+R-19.0 continuous insulation Comments: Crawl Space Walls: ❑ Crawl 1:Solid Concrete or Masonry,6.0'ht/4.0'bg/2.0'ext.insul/0.4'inside bg depth,R-17.0 cavity+R-9.0 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):80 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ 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. ❑ Insulation is installed according to manufacturers instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to R-5.Ducts outside the building are insulated to R-6.5. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Project Title: GIRZADAS RESIDENCE Page 3 of 5 Data filename:C:\Program Files\Check\REScheck\GIRZADAS RESCHECK.rck Report date:09/07/07 0 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: U All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-lepletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title:GIRZADAS RESIDENCE Page 4 of 5 Data filename:C:\Program Files\Check\REScheck\GIRZADAS RESCHECK.rck Report date:09/07/07 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Temperature(°F) Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: GIRZADAS RESIDENCE Page 5 of 5 Data filename:C:\Program Files\Check\REScheck\GIRZADAS RESCHECK.rck Report date:09/07/07 CERTIFICATION OF NAILING &CONNECTIONS REQUIRED. cn CONTRA T R T \ U C O O NOTIFY THE ARCHITECT � �" OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERALCONTRACTOTHEuu W cn CONSTRUCT, DRAWINGS/SPECIFIWHICH DIFFEROCATIONS. O DO NOT PROCEED"KITH FRAMING UNTIL SURVEY r. OF FOUNDA T ION LOCATION u HAS SEEN APPROVE©,, UNOEi �" i1G�wV>�. O � 0N cn � l 0 1� • U BLOOD ZONA � 3 00 H c/T�ERZ ��,,,P.,rwIT FLOOD DAMAGE S�CIlT -D TOWN CSD©E. \ w � o u w M o od --- ---- ❑ r----Isr --� GCUPANCY �� W � � N fi III III III III UI II' USE IS UNLAWFUL U • N TIL--- Jlj IIL---- Jlj \ O I -----J WITHOrn UT CERTIFICA E III III III --L------iL----- \\., EN II II II II — — - ---- J ---- J ar- �F����r I� r�l I � OF OCCUPANCY � L�---_-JJ L�—_--JJ III II II II II II II II II III II II II II II II II II II IIIA �� JLJLJLJLJ I_1LILJLJI II II II IIIIIILILJI Ik______�II ILIIILIIII_ II Ii II III II II II II IIIIwI ILI ILI JILi JILI JIILJILI JIIIIII II--------1 JLJLJLJILJLLII II II II II LLLLIII II II II II II II II II IL - - _ Il1111II 1111IIII IL IL ILJL I_ LJLJ_JLJLILJLILJLJLAJIJ� RETAXSTM M R Ir ------ �rlrlr�rlr�rr�r­1rIrrrIrrrrIrIrIrrIQI, �mmiw I \ �yJI-LL 11 L_JJJI-LL JI JI_IL 1111_IL 1L 1J I'WiS.pUM 10CHAMM \vJ mo FRONT ELEVATION- REAR ELEVATION- APP 4V D AS NOTED � I COMPLY WITH ALL CODES OF DATE: B.P.# v NEW YORK STA i E & TOWN CODES _ FEE: BY: AS REOU1 ED AND CONDITIONS OF NOT IF BUILDING DEPARTMENT AT I II SOLiTI�ID;O �A 765.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: U SQ OTOWN PLANMNGWN 1. FOUNDATION - TWO REQUIRED O 2. I I _ D FOR POURED CONCRETE Z WOOLD TOWN TRUSTEES ROUGH FRAMING & PLUMBING 3. NSULATIONN.Y.S. EC III W W ' DECK 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. z j TO BE REMOVED ALL CONSTRUCTION SHALL MEET THE Q ALL CONSTRUCTION SHALL REQUIREMENTS OF THE CODES OF NEW MEET THE REQUIREMENTS OF THE YORK STATE. NOT RESPONSIBLE FOR CODES OF NEW YORK STATE. DESIGN OR CONSTRUCTION ERRORS. I I LAW ON 0 CONTENTFORE PU M Ai.L PLUN�iNG WASTE WA CERTIFICATE OF OCCUPANCY I a VVATER UMS NEED ODER WED KWATEP ____ ��- TESTINQr BEFORE COVEIRINa SUPPLY$VS- EM CANOr co EXC?EED2!!4 CF i%LEAD. 32'-10' 10 - In III Q BEDROOM #1 J III N O III III _ III EXISTING WINDOWS r TO BE REMOVED D III 20'-3" 0 III III n EXISTING INTERIOR PARTION V I TO BE REMOVED II II III I I III I I III I I III I I BEDROOM #2 II II III I I III I I III H III I I III I I 39' EXISTING FLOOR PLAN EXISTING WINDOWS TO BE REMOVED w D _-_ --_-- L L 141-111 G RADE TO 0 RIDGE II I II I II II II II II II I II II II II II II IIII II II (EXISTING) J J L __ J �L___ J ------------------ — IT l� li l� IT 1J 11=----�I ---_ �I ZI-11- co co Tr-n r-Tr 71-11-rr IIII IIII IIII IIII IIII IIII IIII IIII IIII TIITII-IIII-IIII -IIII -II�IIII IIIIII- II-II'II-IIrII 7IIrII -FIIII-IIIrII IIITII TIIII-TIIII-IIrII IInTI TIuI-I1TI1 TIIFII-TIIIIL�aIIIF=-II�II—I1�I1—I11I1=-1III—IIII—I'I II�L JIIII IIL JIIII IIIIL JIIII IIIII IIIIL---__J�IIII ' �y�� V.. w_ w L IL-- LL _ 0 W 0 W I II II II II II II II II II II II II II III III II II II II II II II II II II II II II II II II II II II II II II � � --�_ .;, , p w p w LJI_JLJLJLJI_JLJLJLJLILJLJL.JLJII IILJLJLILJLJLJLJLJL ILJL JLJLJL JLJLJLJLJLJLJLJt � ;ii-�,' I' a ;� WIr Lu a: r�r�r�r�rrr�r�r�r�r�r�r�r �r�IF� _ ��I��r�r�r�r�r�nr�r7r�r�r�r�rrr�r�nr�rrnrrr� qr­ f D� ]� _LI_IL 1111_IL LL JJJLIL 1L 11_IL IL_L.\�-� cf= /Lj_1L 11-IL IL JJJLLL II JI_IL J.L 11.1E LL JJJLLL IL wOJ)O LL 9 LL 12 ®�NES m �i r I� ELEVATION-EVAT I O N LEFT-SIDE ELEVATION EVAT I O N SCALE: RIGHT SIDE 1,4"=,'0" OFFICE SET DWG. NAME: EXISTING 9.7.O7 FL. PLAN / DEMOLITION PL-AN 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. EX E D U L E NOTE: T R I CA L LEGEND DOOR SCHEDULE H COF ANY AND ONTRACTOR TO NOTIFY THE ARCHITECT E LE C CCONDITIONS,4CDENT! AND OR GENERAL CONTRACTOR FIELD NO TE TILE LEGEND CONTRACTOR WHICH DIFFER FROM THE ICAL WORK TO BE IN ACCORDANCE WITH THE RULES & CONSTRUCT. DRAWINGS/SPECIFICATIONS. Z ION � 10" CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQUAL. TILE REOGULATIONS OFTE: ALL HE N.Y..B.F.U. AND A CERTIFICATE FROM THE N Y B F.U. DOOR # WIDTH: HEIGHT: DOOR MAT'L. OPERATION: LOCATION: Q PER UIR BY NEW YORK STATE RESIDENTIAL CONSTRUCT PRESCRIPTIVE BORDER W/20"TILE ON A 45°TO BE INSTALLED OVER 1/2 CEMENT u CERTIFY THAT THE DESIGN CRITERIA IS DONE PER D U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF IS TO BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. U E WE CERT BOAR COD MPLY D LIGHT FIXTURES. ALL 1 PAIR 6'-O" 6'-8" FRENCHWOOD DBL. SLIDER ENTRANCE DESIGN. ALL OF THE LOAD CALCULATIONS &STRUCTURAL PLANS CO ADDITIVE MIXED IN. THE OWNER SHALL PROVIDE ALL SURFACE MOUNTED O W YORK CONSTRUCTION CODE BASED ON (AF&PA) OTHER ELECTRICAL EQUIP. TO BE SUPPLIED BY ELECTRICAL CONTRACTOR. O \ N WITH ALL OF NEW O2 2'-O" 6'-8" MASONITE RIGHT SWING CLOSET FOR ONE-FAMILY DWELLING TO THE BEST OF OUR KNOWLEDGE. �� 6" X 6" CERAMIC TILE - "AMERICAN OLEAN"TILE OR APP. EQUAL.. TILE BORDER W/20"TILE ON A 45°TO BE INSTALLED OVER 1/2" CEMENT ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', ORA' COLOR T.B.D. O 3'-0" 6'-8" MASONITE BI-FOLD LAUNDRY RM. ? O BOARD, U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF RECESSED DOWNLIGHTS TO BE "LIGHTOLIER" OR APP. EQ. TRIM - WHITE. U ADDITIVE MIXED IN. 40 2'-8" 6'-8" MASONITE BI-FOLD CLOSET TE: CONTRACTOR SHALL PROVIDE DIMMER SWITCHES FOR ALL RECESS. : Co INSULATION NOTES NO1-4 DOWNLIGHTS. VERIFY LOCATIONS OF ALL ELEC. DEVICES WITH CLIENT. O 2'-6" 6'-8" MASONITE RIGHT SWING MASTER BED z � 6 00 2'-0" 6'-8" MASONITE LEFT SWING MASTER CL. ■ RECEPTACLE � x N PROV. ADDITIONAL 3/4" FOIL FACED FOAM BOARD F I XT U R E LIST . DUPLEX ELECTRICAL REC o UNDER ALL NEW CONSTRUCTION. P LU M B I N G ADD DOUBLE DUPLEX ELECTRICAL RECEPTACLE O7 2'-2" 6'-8" MASONITE LEFT SWING MASTER BATH I p'",, NEW EXTERIOR WALLS: 2"X6"WOOD STUD. R-21 FOIL FA. HIGH DENSITY DUPLEX SEPARATE CIRCUIT RECEPTACLE U INSULATION BY C ERTAINTEED' OR APPROVED EQUAL. BATHROOM FIXTURES: BY KOHLER (VERIFY WITH OWNER) Esc f 4 _ �GFI DUPLEX RECEPTACLE/GROUND FAULT INTERRUPT NEW ATTIC/ROOF: R-38 KRAFT-FA. INSULATION BY'CERTAINTEED' OR TOILET: CIMARRON COMFORT HEIG LAVATORY PIECE K-2907-4U 7-RA $ WALL SWITCH WINDOW SCHEDULE _ W V MN APPROVED EQUAL. SINK: THOREAU UNDERCOUNTER LA 0 00 CRAWL SPACE: R-21 KRAFT-FA. IN WITH PROPER WIRE TIES SINK FAUCET: FORTE WIDESPREAD LAV. FAUCET- K-10272-4G $3 3-WAY WALL SWITCH $4 4-WAY WALL SWITCH SHOWER TRIM KIT: FORTE ESSENTIALS PERFORMANCE PACKAGE - kC-10827-4 RECESSED DOWNLIGHT (100" " LIGHTOLIER" OR APP. EQ. ALL WINDOWS TO BE ANDERSEN 400 SERIES. E"'� \ INTERIOR WALLS: R-21 BATT INSULATIONSHO GARAGE CEILING: R-21 KRAFT INSULATION WITH PROPER WIRE TIES KOHLER 32" X 60" TUB \ U N PROV. ALL NECESSARY PLUMBING VENTS CEILING MOUNTED JUNCTION BOX O DIES BY"KOHLER" JB SHOWER BO SHO PROVIDE TOILET SEATSB WALL MOUNTED JUNCTION BOX ROUGH ROUGH VERIFY FIXTURE LIST WITH OWNER PRIOR TO PURCHASE ANDERSEN REFER. NO. OPENING OPENING QUANTI MISC. NOTES LASS SHOWER DOORS BY OTHERS NEW CEILING MOUNTED JUNCTION BOX FOR SURFACE FAN/LIGHT WIDTH HEIGHT �\\\ G �F WITH DUAL SWITCH AT WALL. FIXTURE TO BE SUPPLIED BY OWNER. 1 g� 4'-5 3/8" 1 CASEMENT \\ A CXW245 - 2 6-0 / \\\ PLUMBING LEGEND o NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST �\ TW2646 - 3 8'-0 3/8" 4'-8 7/8" 1 D.H. EF FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN" HEAVY DUTY UNIT PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS OR APP. EQUAL. \\\\\ •P INDICATED ON CONSTRUCTION PLANS. FOLLOW ALL NECESSARY © TW2646 2'-8 1/8" 4'-8 7/8" 2 D.H. O�\ CODES THAT APPLY TO WORK TO BE NEW TELEPHONE RECEPTACLE \\� N.Y.S. AND LOCAL PLUMBING po AXW281 2'-8" 3'-O 1/2" 3 AWNING COMPLETED. PROVIDE ALL NECESSARY DRAIN VALVES FOR �\\ CONST PLANS FOR FIXTURE TYPES. Qc NEW CABLE TV RECEPTACLE (TO BE WIRED TO CENT. CONTROL BOX) CASEMENT W/2" \ WINTERIZATION. REF. TO CON E CX24 5'-3 1/4" 4'-0 1/2" 1 HORIZONTAL BAR ALL WASTE LINES ARE TO BE INSULATED WITH SOUND ATTENUATING QsT NEW STRUCTURED CABLE (TO BE WIRED TO CENT. CONTROL BOX) O CASEMENT W/2" INSULATION (TVP. ALL AREAS) Fo CW14 2'-4 7/8" 4'-O 1/2" 3 HORIZONTAL BAR ALL SUPPLY &WASTE LINES ARE TO BE INSULATED WITH SOUND �sD SMOKE/CARBON MONOXIDE DETECTOR: TO BE WIRED TO CENTRAL ATTENUATING INSULATION. (TYP. ALL) CONTROL BOX. OG CX14 2'-8 7/8" 4'-O 1/2" 1 CASEMENT OS SHOWER HEAD (FROST FREE SHOWER BODY) LLJ � 18' U o Z LLJ Lu BENCH E SECTIO BENCH O F Z o I 11 O R - 21 HIGH DENSITY FOIL FACE I El ❑ ST INSULATION. (TVP. ALL AREAS) r n �sD - V W rr 12-2" tjB/F cn I ! I / I I \ A \ 111�l r A \ I Ii A A BD / ' I J \ �\ � D. ALL 21 B I I EXPO �D WALLS / �JB/F I I j &=CEILINGS S (TP..) 1�' - QJ 25' 22'-11" sDr � M . BEDROOM 12'-2" X 15'-011 GFI I _ I— `3r I ' I !r II 3 � I� /1DIN. D \ M . BATHJB 1/2" GYP. BD. ALLEF I v G R EAT R M . EXPOSED WALLS &CEILINGS (TVP.) 17'-0" X 21 '-0" I A/L \ S P 11/ �I / I P SC B-- O3 I U - ---' W/DRY � ' \ I �5 0O Ljo 3D 4 Folc� Lu ov o IL a Lu w O � � 0 w o QED A,9-, 2 2 2 0 w ow WCC WW � G �0 0 O co SECOND FLOOR PLAN ����®�1 �°� ° o M FIRST FLOOR PLAN N 325 SO.F'T. SCALE: 420 SQ.FT. 1/411=1'O" OFFICE SET DWG. NAME: 9.7.07 FIRST AND SECOND FL. PLAN THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT, ANY REPRODUCTION IN PART A. OR WHOLE IS STRICTLY PROHIBITED BY LAW. NOTE: U CONTRACTOR TO NOTIFY THE ARCHITECT rT, OF ANY AND ALL REVISIONS DUE TO FIELD W CONDITIONS, CLIENT, AND OR GENERAL W CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWINGS/SPECIFICATIONS. ^ \ z u " N tn � z to 0 z00 U M U � w C, en cq U � N acn I r------I j 13'-2" Ioil PROV. "WATCHDOG"WATER PROOFING \ \ I I I I ALONG PERIMETER OO OW FIN GRADE. INCLUDING WALL ING \\\ 6 i I I I WALL AND FPARGEDOOTING T P FAOLIIL AREAS) 18, \��\ I I I I 8" P. CONC. FOUNDATION WALL \\ __� I I I FOOTING (CONT.) W/W.W.M. N \\\ F7 Fl a--- ---- -----a____� II_ t-----� 12'- ll AND FOOTING. 36" BELOW . 1 I r ---------------- -----i FIN. GRADE p i \ N �INT OL --0 I I \ I I OT wiau II i i 10"X V-O" SCREENED VENT \. I I I \ i i EATE OIL FIRED i t 1 - PROV. DBL. 2"X 12" R.R. VENT I IBOILER 2 I � 21 \ 1. 1 I I' IAB \ I �;,l I I I ,'•, \ c 11 7/8"TJI 360 �a I L SPACE I �'' '�• .•''•'' �' 16" O.C. (TYP. ALL NEW) 6' CRA I I � PROV. DBL. 2"X 12" R.R. O I .I I I is�`I'' . �.•`• 301-611 \ TOP OF NEW F.J._. TO BE FLUS •"'��• ��'�' 9' w 4" P CONCRETE SLAB ON CLEAN I 'q.�'I';' - ' COMPACTED FILL W W.W.M. 6" X 6" I 'I•; �;','; 9 \ WITH TOP OF EXISTING F.J. 7 REINFORCEMENT. (T�'P. ALL AREAS) I I•: .I. Q L \ I I l,• 'a 25' r 25' 1 i ,r i / I � •� •I• '� rn PROV. 1/2" DIA. X 10" L. STEEL ANCHOR BOLTS FOR SILL PL. OF LIGHT FRAME \ JB CONSTRUCTION EMBEDDED INTO Lu CONCRETE @ NO MORE THAN 3'-0" O.C. @ 1'-O"AWAY FROM EACH CORNER I :•1• I I �.' I (TYPICAL AROUND FOUND. PERIMETER) PROV. 2- 1 3/4" X 11 7/8" LVL MICROLLAM \ FLUSH HEADER UNDER ALL PARTITIONS 11 7/8" TJI 360 Ca? NEW 2"X 6" STUD WALL PROV. CONTINUOUS 1 3/4" X 11 7/8" 16" O.C. (TYP. ALL NEW) r n I VENT (-TYP. V NT I = I "GP - FIBERSTRON " RIM BOARD. ALL PERIMETER AREAS). — — \ O\ I I IT TI T T IT I T IT 7 L--_--__-__ .. I r r 5' ■ no 5 5" \ 1 0 \ V O \ 1 \' \ 1 1 \' \ 1 \ EXISTING HSE. \ 1 \ \. U) W 0 (� 9 Wm W FOUNDATION PLAN FIRST FL. DECK FRAMING PLAN KNO LuLuWCc . � D 0 cr Lo Lu In OF N�� ami SCALE: 1/411=1'O" OFFICE SET DWG. NAME: 9 .7 .07 FRAMING PLANS 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 ■ CONTRACTOR TO THE TIFY TECT OFF ANY AND ALL EOVISIONS DUE TOIFIELD CONDITIONS, CLIENT,AND OR GENERALCONTRACTO \ THE CONSTRUCT. DRAWINGS/SPECIFIWHICH DIFFEROCATIONS. r^�''� \ z l 1 ` � � U U\ U 00 z a � w U � cq [--I ' 00 U N E--I PROV. DBL. 2" X 12" R.R. \\\ PROV. DBL. 2" X 12" R.R. ml 1100,401 ...��\ \\\ 1 - -- -- -- -- -- - -- -- -- -- �\ ---- —� T� I I i I I I I I I IF 1 II j PROV. 3- 1 3 4"'X 11 7 8" LVL MICR0LLAM 2" X 10" R.R. 16" FLUSH HEADER UNDER ALL PARTITIONS , O.C. P. ALL I I INSULATION. (TYP. ALLOAIREAS)E W PROV. 2- 1 3 4" X 11 7 8" LVL MICRO' LAM �PR �COTINUOUS 1�34 �11 8" Y I 11 7/8" TJI 360 @ "GP- FIBERSTIRONG" RIM BOARD. FLUSH HEADER ­76_" O.C. (TYP. ALL NEW) (TYP. ALL PERIIMETER AREAS). I V O 1 1 ` 2" X10" R.R. 0 16" 1 O.0 (TYP. ALL) k, I I II II 1 2" X 10" R.R. BELOW uJ B7 ' W 1 I I HEADER (TYP., ALLNEW AERAS)WINDOW & DOOR z 1 PROV. 2 - 2"X 10" 1WINDOW HEADERS r n 1• PROV. 2- 1 3/4 X 11 7/8" LVL MICROLLAM I 1 i (TYP. ALL NEW) `f J 11 7/8"TJI 360 @ I 116" O.C. (TYP. ALL NEW) j FLUSH HEADER UNDER ALL PARTITIONS _] [___ --_ L 1 I 2" X 8' C.J. 16" O.C. @ 16 O.C.BELOW. 2" X 10" R.R. 10 161 I O.C. LL I I PROV. CONT.RIDGE BEAM.2" X 12" 1 II 1 1 I II V ♦ 1 II r T. CUT 2"X 10" SUB 2"X 1 O" R.R. 116' II FASCIA (TYP. ALL AREAS). L---- _ 11 7/8" TJI 360 Co- _ 1 O.C. P. ALL 1 L_________ , 16" O.C. (TYP. ALL NEW) ---- II O 1 I I I I I � I I L---1----- ------ L —_4 O2" X 10" R.R. @ 161; D O.C. (TYP. ALL) O rr � 1 1 V cl) 01 1. 1. 1 2"X 10" R.R. @ 161; 1 c O.C. (TYP. ALL) 1 1 PROV. 2- 1 3/4" X 11 7/8" LVL MICROLLAM HEADER (FLUSH W/BOTTOM OF C.J.) EXISTING R.R. TO BE- REPLACED IN-KIND LIVING RM . 11 '-8" X 22'-4" O W D — — — — cn cn W W � � D ROOF & CLNG . FRAMING PLAN o ! o m U m �r,=®,��'xe' w w w ST . FL. CEILING FRAMING PLAN � � ��® jr oW oW ow x o o o w m w m w m D m D D -� XLL Nw mw cS� i w ° r0i N°. CD 1 10 1 01 SCALE: 1/4"=1'0" OFFICE SET DWG. NAME: 9.7 .O7 1 ST. FL. CEILING ROOF FRAMING 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. G CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY AND ALL REVISIONS DUE TO CONTRACTOR W CLIENT, AND ADIIFFERRFCROM ENERAL TTHED g A CONSTRUCT. DRAWINGS/SPECIFICATIONS. \ u Z \ N oa X U � w 12 v.I.F6 EXISTING HOUSE r`�; = N ►'--� en EXISTING HOUSE ��\\ LLIZI N111KI � 12 II I I I I I, I I W I , I I I � � I > uJ w O z REAR E L EVAT I O N FRONT ELEVATIO N c/) ui rr C/)Q n PROV. CONT. "COBRA" RIDGE VENT (TYPICAL ALL RIDGE AND HIPS). PROV. "LIFETIME" "GAF"ASPHALT O ROOF SHINGLES (TYP. ALL AREAS) OVER 15 LB. FELT, (COLOR T.B.D.) PROV. "WEATHERWATCH" UNDER rr - LAYMENT ALONG ENTIRE BOTTOM EDGE OF ROOF UP 2'-0" (TYPICAL) ALL ROOF SECTIONS). O 8.. EXISTING HOUSE EXISTING HOUSE I i it i I I I I ' � � I IE81 I � i I FIN. GRADE TO RIDGE (PROPOSED) 12" 141-111 �, RADE TO RIDGE ( ISTING) p 8' 77FIT77FT" D U) I I — uj Lu I� I ------------------- ------- - 1 ---------------------------------------- - Z w � J � m U m w w w NEW VINYL BEVELED SIDING �E®A� COLOR & STYLE T.B.D. BY OWNER �ELEVATION ������;�� ow ow ow RIGHT-SIDE ELEVATION LEFT-SIDE wa: w (r wor �¢ DIr Djr F -` �0 N0 T)0 r` w N ° N umj co c� of SCALE: 1/4"=1'0" OFFICE SET DWG. NAME: 9.7.07 PROPOSED ELEVATIONS 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 . 2 NOTE: cn CONTRACTOR TO NOTIFY THE ARCHITECT U OF ANY AND ALL REVISIONS DUE TO FIELD CONDITIONS, CLIENT,AND OR GENERAL CONTRACTOR WHICH DIFFER FROM THE CONSTRUCT. DRAWNGS/SPECIFICATONS. u^ \ V) V � u O � zkn � \ Q U z00a � cn cn 1 - 1 3/4"X 11 7/8" GP-LAM PROV. CONT. "COBRA" RIDGE VENT U w LVL RIDGE BEAM (TYP.) (TYPICAL ALL RIDGE AND HIPS). \ PROV. 5/8"ACID. PLY. SHEATHING (TYPICAL ALL ROOF AREAS). R - 38 HIGH DENSITY FOIL FACE \ c 00 INSULATION. (TYP. ALL AREAS) \ pq N cn PROV. LIFETIME "GAF"ASPHALT ,� O• r 12 /0 ROOF SHINGLES (TYP. ALL AREAS) �6 O OVER 15 LB. FELT, .I.F 6 � Q \ (COLOR T.B.T.B.D.) q PROV. 2 - 1 3 4 X 11 7/8" GP LAM" am PROV. WEATHERWATCH UNDER- „p, r LVL HEADER ABOVE ALL WINDOWS $I. LAYMENT ALONG ENTIRE BOTTOM �O .A s°U.1. @ 16"O.C. IN LIEU OF DOUBLE PLATE, (TYP. \�O $ EDGE OF ROOF UP 2'-O" (TYPICAL) 2`� C SECOND FL. LEFT/RIGHT ELEVATIONS) mmmii ALL ROOF SECTIONS). \�\ PROVIDE CONTINUOUS 2 X 10 1� HEADER FOR RAFTER TAILS. `off (TYPICAL ALL AREAS) \\\\ PROV. "TYVEK DRAIN WRAP" $' 01 \\ \\ TAPE ALL TYVEK SEAMS. 6 WHITE ALUMINUM GUTTER AND \�\ (TYPICAL ALL SURFACES). 1/2" GYP. BD. ALL LEADERS. (TYPICAL ALL AREAS). 2"X 8" R.R. 16" O.C. EXPOSED WALLS (TYP. ALL AREAS) & CEILINGS (TYP.) PROV. 5 4"X 6" "AZEK" FASCIA BD. 22-9" +/- O D 22-9" +/- FILL ALL NAIL HOLES AND APPLY 2 FIN. GRADE FIN. GRADE PROV. BLOCKING FOR T.J.I. JOISTS COATS "BENJAMIN-MOORE" PAINT TO RIDGE TO RIDGE OR APP. EQ. (PROPOSED) 1' (PROPOSED) 1' 11 7/8 "TJI 360 @ 16" O.C. (TYP. ALL AREAS) (AS NOTED W II D D PROV. CONT. "AZEK" BEAD BOARD PROV. CONTINUOUS 1 1/8"X 11 7/8" SOFFIT W/SCREENED 1"VENT "GP - FIBERSTRONG" RIM BOARD. O (TYPICAL ALL AREAS) EXCEPT AREAS OF OPENINGS. (TYP. PROV. 5" EXPOSURE VINYL CEDAR ALL PERIMETER AREAS). 81 $' SIDING ("CEDAR IMPRESSIONS" BY "CERTAINTEED" OR APP. EQUAL. PROV. 3/4"T&G PLYWOOD SUB-FLR. (TYP. ALL AREAS). PROV. 2 - 1 3/4" X 11 7/8" "GP LAM" W PROV. 3/4"X 3" W. RED OAK LVL HEADER ABOVE ALL WINDOW "SELECT"WOOD FLOORING & DOOR OPENINGS Q Z AT AREAS NOTED ON PLAN. o B VE] � L J I I R - 21 HIGH DENSITY FOIL FACE 11 7/8 " TJI 360 @ 16" O.C. (TYP. ALL NEW), INSULATION. (TYP. ALL AREAS) 2"X 6"WOOD STUDS W 1/2" CDX PROV. CONTINUOUS 1 1/8"X 11 77 8" .; PLYWOOD SHEATHING. (TYPICAL) "GP - FIBERSTRONG" RIM BOARD. } EXCEPT AREAS OF OPENINGS. (TYP. s ALL PERIMETER AREAS). 6' 6' PROV. WATER BARRIER BETWEEN s' FOUNDATION WALL & RIM JOIST.. 8" P. CONC, FOUNDATION WALL :. 411 411 PROV. DBL. 2" X 6"ACQ. SILL PLA'LTE. .:y.. WITH V-4" W. X V-0" D. P. CONC. (TYPICAL ALL AREAS) FOOTING (CONT.) W/ .. WALL AND FOOTING. W.W.M. IN ..., ... .. .. .., ,.. .. ,. .•• y.•' .. i < 10 II J 4" P. CONC. SLAB O SECTIONA—A OVER GRAVEL TAM ED BASE. r — o WALL STU D 2"X6" KANT-SAG LSTI22 OR WALL SIMPSON LSTA21 STRAP STUD WALL STUD CONNECTION OF WINDOW WITH (16) 1 Od X 1 1/2 FASTENER CLIP ANGLE BOTH SIDES OF WALL (3) 2 X 1 O RIDGE ( SHEATHING I"; WALL STUD WINDOW HEADER TO EXTERIOR WALL. BEAM (STRAP REQUIRED FOR 16" JOIST CONNECTION) MIN. LENGTH = JOIST DEPTH OR MEMBERS WITH SLOPE WEB DEPTH MINUS 1/2" "� �� HEADER SIMPSON LSTA18 STRAP WITH OF 7/12 R GREATER). (3) 2"X 10" ; ; CONNECTION OF WALL (12) 10d FASTENER. TRUSS/RAFTER WINDOW—, ; SHEATHING TO WINDOW TO TOP PLATE 8 SCREWS (4 PER LEG HEADER v i ' qi HEADER (RPS4) SS � II -ga BOTTOM PLATE 2"X 10" R.R. I;II CONNECTION OF WALL 2"X6" TRUSS BRACING SHEATHING TO 2"X 6" STUDS BAND JOIST' JACK !III I STUDS ISI (MTS12) CONNECTION OF WALL SHEATHING JACK TWO- MEMBER FLOOR SUPPORT BEAM STUDS PILE CONNECTION OF WALL TO FLOOR FRAMING TO STUDS AROUND WINDOW HEADER SIMPSON LSTA18 STRAP WITH (EXAMPLE) CONNECTION OF RIGDE JOIST TO HEADER JOIST CONNECTION OF WALL SHEATHING (12) 10d FASTENER!. BEAM TO ROOF RAFTER (EXAMPLE) TO WINDOW HEADER SIMPSON CONNEC MPNEC IOTN OF APD JOIST TO 1S2 PPORT (EXAMPLE) (EXAMPLE) (12) 8d CONNECTION OF WALL w SIMPSON HL35 TO FLOOIR FRAMING. U) HEAVY-DUTY (EXAMPLE) STUD TO STUD ANGLE BRACKET (CS16) Lijd ® DBL. MICROLLAM 10d NAILS OR iSTUD TO BAND JOIST ® ® HEADER � D 16d SINKERS 0 0 3" O.C. VERTICAL (CS16) u- 4" O.C. HORIZON AL ; HEADER ANCHORAGE J Z m (LSTA18) W STRONG-WALL I BAND JOIST W I ROOF SHEATING TO FLOOR FRANAING �"�a.,,, U I=-3 SHEARWALL ; TRUSS TOP PLATE. (2) 2"X 4"TOP PLATE �(r��®�� 0 ow (TYPICAL AT ; ®EACH CORNER) WALL STUDS 03: ow CORNER CONNECTION 2" X 8" BLOCKING <cr � °:: w w w- __ PROV. 11 7/8" BOX BEAM (EXAMPLE) � e �- :)Cr PRE-ATTACHED DOUBLE TWO- MEMBER FLOOR N w TOP PLATE SUPPORT BEAM ,.,._ E - - 2 X 1 O RAFTER PHD6 WITH �� F12) SDS 1/4 X 3 RAFTER BRACING MTS12 STRAP CONNECTION OF FLOOR FRAMING ASTENERS PILE WITH (7) 1 O X 1 1/2 FASTENER TO SUPPORT BEAM. SIMPSON LTS12 �� .r p SILL PLATE TO 1 SCREW THROUGH METAL HURRICANE TO STUD AND RAFTER. STRAP WITH (12) 1 O X 1 1/2" FASTENER '9j� X21 ®�;'' w d� O 1 DOUBLE GIRDER. BRACE AT EACH T r CONNECTOR INTO FLOOR JOIST AND SUPPORT BEAM ®��q�e{rl (BP) FLANGE TM. - T) N Oi 0.75 X 33 MIL WALL REF. TO A-3 FOR PILING TO PROV. METAL FLASHING SHEATING CONNECTION OF FLOOR FRAMING SCALE: GIRDER CONNECTION. AT ALL WINDOW SILLS. TO SUPPORT BEAM. (TYP. ALL LOCATIONS) CONNECTION OF TOP BIRDSMOUTH CUT (EXAMPLE) OFFICE SET 1/411= I'o" EXAMPLE DWG. NAME: WALL PLATE TO WALL STUD. LOW END OF JOIST ONLY 9.7•07 BUILDING METAL FASTENER SCHEDULE X- BRACING (EXAMPLE) (EXAMPLE) SECTION (EXAMPLE) CONSTRUCTION (ALL STRAPING TO BE 9 16" O.C.) DETAILS THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. NO REVISIONS,CHANGES,AND/OR MODIFICATIONS DWG. NO.: SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. A - 3 Un INDSPEED (MPH) RAFTER/CEILING JOIST TO TOP PLATE UPLIFT STRAP CONNECTION REQ. W \ FASTEST MILE WWALL-TO-WALL, AN D LATERAL AND SHEAR CONNECTION (ROOF-TO-WALL, Z R ASSOCIATION WALL-TO-FOUNDATION) 15" WALL ~ ZO PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST &PAPE REQUIREMENTS 90 100 110 120 PRESCRIPTIVE DESIGN TABLE 3.3A ALTERNATIVE TO TABLE 3.3 PRESCRIPTIVE DESIGN TABLE 3.3B ALTERNATIVE TO TABLE 3.3 c� U L S U L S U L S U L S AMERICAN FOREST & PAPER ASSOCIATION) O z CONNECTION: NUMBER ROOF SPAN (AMERICAN FOREST & PAPER ASSOC.) 90 100 110 120 O -" F ( N LBS 'z,3 1/2" ANCHOR BOLTS ` U F O FT.) STORIES: REQUIRED CAPACITY OF CONNECTION (LBS)""' FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON NAILS II \ � �"' N 681 264 681 20 6 * 681 291 * 681 FASTEST-MILE WIND SPEED (IN ) (FT,) END OF 1-1/4"X 20 20 58 * * (MPH) GAGE STRAP''2 z 00 24 89 325 260 358 cy SILL PLATE TO 90 100 110 120 12 2 3 3 3 � � r.., FOUNDATION 2 28 119 386t42 314 426 r1. Z RAFTER/ 16 2 3 3 4 ` ^" CRAWL SPACE OR 149 447368 ,/q, 493 WALL HEIGHT MAXIMUM ANCHOR BOLT 21" \ `� ( 32 A. CEILING JOIST (FT.) SPACING (IN.) 20 3 4 3 4 CLEARANCE w BASEMENT) CODES. 36 179 509422 561 SPACING (IN.) 16 24 3 4 4 5 24 58 43 421 128 206 13 421 291 254 421 N .A. 28 3 4 4 5 \ H 0 cc WALL BOTTOM 28 89 170 260 358 4 5 5 6 TOILET, BATH AND [� PLATE TO 16 8 3 3 3 3 32cn FOUNDATION 11 g 211314 426 36 4 4 5 7 SHOWER SPACED �� 2 32 10 3 3 3 4 I — n 11 36 149 N , 253368 N 493 U4 CONNECTOR UPLIFT LOAD. SCALE. /2(SLAB-ON-GRADE) 561 L4 = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL)179 294422 11 OD BOX NAILS CAN BE SUBSTITUTED FOR 8D COMMON NAILS. S — CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) \\ C:l 2WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CLG. D.L. 10 P.S.F.), U = CONNECTOR UPLIFT LOAD. OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS — LATERAL LOAD. (PERPENDICULAR TO THE WALL) OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF L = CONNECTOR S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) 3TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END. WALL *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. A. SIDE OF A RAFTER OR CLG. JOIST WHEN FASTENED TO A 2 X6 TOP PL. '��� REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 1 O PSF(2/3 X 15 PSF). 2FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED UPLIFT REQ MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMIING NOT TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY \\gg MIN 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE 1 NAIL AT EACH OF THE STRAP FOR EACH FULL WALL ABOVE. ��\ LOCATED WITHIN 8 FEET OF BUILDING CORNERS. ATTACHED \\ \ \�\ 3 TABULATEDNAILS SPACED 6"AT PERIMEUIREMENTS TER EDGES AND`12"AT INTERMEDIATE SUPPAPACME A WALL SHEAR CIORTTY OS) FOR OTHER F 421 PLF LWALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY W/8D OF THE CONNECTION SHALL BE INCREASED. 2" WALL WALL WALL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. TO A 2 X 6 TOP PLATE. 15" LuFASTEST MILE WINDSPEED (MPH) 4„ WALL 411 WALL I � I I U PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION o 90 100 110 120 30' U° TL4 S U° L" S U° L° S U' L" SWRAFTER/TRUSS ROOF SPAN SPACING (IN.) (FT.) CONNECTION (LBS)''2'3 Q REQUIRED CAPACITY OF CONN I ' 12 193 191 280 264 235 280 341 284 280 427 339 280 cn 24" CLEARANCE21"26 3' IN FRONT OF OPNG. CLEARANCE16 2 325 421 5 TOILET, BATH AND 20 282 386 500 626 SHOWER SPACED W 16 24 327 447 580 726 SCALE: l '= 1 /2" 28 371 509 660 826 32 416 570 740 927 36 461 632 820 1027 U° = CONNECTOR UPLIFT LOAD. Q L4 — CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) 'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). 2 TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. O 3 TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR WALL-FOR EACH F L OR WALL ULL WALL BO _3" VENT FOUNDATION CONNECTIONS,REQUIREMENTS ASSUMEIFT VALUES SHALL BE PERMITTED A MEAN ROOF HEIGHT OF 3 FEET.OBE REDUCED BY 66FOR MEAN ROOF HEIGHTSPLF /OF 15 FEET3 X 100 )OR LESS, THE TABULATED VALUES I�/ TABULATED LENGTH rr SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80. I O 0 I I SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS �1 1/2" RESISTING LATERAL & SHEAR LOADS I � PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) I 1/2" ANCHOR BOLTS 5/8"ANCHOR BOLTS I 1 FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED I �I (MPH) (MPH) N7 I / 90 100 110 120 90 100 110 120 TUB I FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT I I ANCHOR BOLT SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) 4" 4" CONNECTION SILL PLATE TO FOUNDATION* 2 STORIES ALL' 23 36 (CRAWL SPACE OR BASEMENT) �DRYEIR �I r32 19 28 * 6 1-3 STORIES WALL PLATE TO FOUNDATION 3 (SLAB-ON-GRADE) 36 57 O W II IL 13" VENT � U = CONNECTOR UPLIFT LOAD. WASHER I ASHERI L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) D. F S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) *ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. W ' ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). GS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.C. (731 PLF) BUILTILL 2 ANCHOR BOLT SPACIN X11 0 IN ACCORDANCE WITH SECTION 3.4.4. B 3 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT W m uj IN ACCORDANCE WITH SECTION 3.4.4. U H XISTING WASTE LINES a, -. , �c. £`, w w w TO E TO FOUNDATION ANCHOR BOLT CONNECTIONS AT 1/8" SLOPE PER 1'-0" "" 0 LATE „ ; ,' U N o SILL OR BOTTOM P �� ,�. �� .��.u .u� RESISTING UPLIFT PAPER ASSOCIATION) PRESCRIPTIVE DESIGN TABLE 3.213 ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & '4j, 12� O o ®�6U� D r o ,`. U) r di 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS SCALE: FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 1/411=1'0" 90100 110 120 90 100 110 120 OFF I C E SET DWG. NAME: CHEC MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT Ca.7.Q7 NAILING ANCHOR BOLT FOUNDATION SUPPORTING: SPACING (IN.) SPACING (IN.) PLUMBING NG CONNECTION PLUMBING RISER DIAGRAM RISER DIAGRAf� THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT.NO DWG. NO.: SILL PLATE TO FOUNDATION* 1-3 STORIES 72 72 72 72 72 72 72 72 N .T.S. REVISIONS,CHANGES,AND/ MODIFICATION SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION 1-3 A. 4 BY THE ARCHITECT. ANY REPRODUCTION ODUCTION IN PART CRAWL SPACE OR BASEMENT) OR WHOLE IS STRICTLY PROHIBITED BY LAW. WALL PLATE TO FOUNDATION 1-3 STORIES 40 33 28 25 51 42 36 32 (SLAB-ON-GRADE) PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS (WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA) CLIMATE AND GEOGRAPHIC DESIGN � GENERAL NOTES ' W U ,,F AN ]AISIGNS ID61rm MAXI M U M MAXIMUM TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) CONTRACTOR TO NOTIFY THE ARCHITECT 5 1 FAMILY DETACHED DWELLING HEATING ,2 ONDITIONS, CLIEN , AND OR GENERAL DEGREE DAYS GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER Or4twAa IC DIFF THE ZONE 11B U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE SNOW DESIGN DESIGN ONSTJDE5T BIR(AW NGS/S�TIONS. a C) LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMP. REQUIRED = 5750 r \ HEATING DAYS ZONE 11B R-30 R-10 R-9,2 FT R-38 DEPTH v 0.45 R-38 R-21 � COINCIDENT WET-BULB TEMP. = 73 5750 LOAD BEARING VALUE OF O v� SUMMER DESIGN DRY-BULB TEMP. = 83 WINTER DESIGN DRY-BULB TEMP. = 6 EXPOSURE SOIL 3,000 PSF MODERATE TO SLIGHTLY TO ` 45 PSF CATEGORY"B" "B" "SEVERE" 12" FOOTINGS ZONE 11B = 11' YES 120 MPH HEAVY MODERATE \ o GLAZING "U" FACTOR = 0.45 CLIMATE-SPECIFIC REQUIRED & PROPOSED USE_,6" � N � CEILING "R =VALUE 0.45 z EXTERIOR WALL R VALUE = 0.45 PROPOSED MINIMUM NOTES: DESCRIPTION FLOOR "R"VALUE = 0.45 R-VALUE R-VALUE FLOORS, WALLS AND CEILINGS WALL TYPE 1 10" P.CONC. 9' H. R - 10 R - 10 8" P.CONC. FNDN. WALL ON TOP OF A CONT. FOOTING. OVER OUTSIDE AIR. FLOORS AND FOUNDATIONS U TOTAL EXTERIOR WALL SQ.FT. = 1,400 SQ.FT. w TUD FR - 21 2" X 6"WOOD STUD WALL WITH 1/2 CDX PLY WD. - WALL TYPE 2 2X6 W.D S R - 21 INSULATION INSUL. INSUL. U-FACTOR OR AREA OR TOTAL WINDOW SQ.FT. = 161 SQ.FT. DESCRIPTION U - FACTOR X AREA = UA DESCRIPTION = FT. WALL TYPE 3 2"X4"W.D.STUD R - 15 - 15 2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. R-VALUE DEPTH R-FACTOR R-FACTOR X PERIMETER - U'4 \ U �TOTAL DOOR GLASS AREA 72 SQ _ " X 12" DOUG FIR R - 38 - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE. CEILING R-38 0.31 520 SQ.FT. 161 BASEMENT WALL 2'-0" R-1 O 0.56 446 SO FT 249 r \ pq a, FENESTRATION AREA = 233/ 1,400 X 100 16 WWR ROOF TYPE 2 r TOTAL SO.FT. AREA = 446 SQ.FT. FLOOR TYPE 1 3/4" X 11 7/8" R - 21 R - 21 1 3/4"X 11 7/8"TGI PRO. 550 F.J. @ 16" O.C. INTERIOR FLOOR R-38 0.31 420 SQ.FI . 130 CRAWLSPACE WALL 2'-0" R-19 0.56 -- N/A � U O en r" EXTERIOR WALLS R-21 0.31 1,400 SQ.FT. 434 UNHEATED SLAB 4" R-4.5 N/A 446 SQ.FT. N/A ~� p" �O CEILING TYPE 1 3/4" X 11 7/8" R- 21 N/R 1 3/4 X 11 7/8 TGI PRO. 550 F.J. @ 16 O.C. \����� \\ EQUIPMENT PERFORMANCE TOTAL AREA 2,340SQ.FT. TOTAL PROPOSED"UA" 249 \ \ MINIMUM SLAB 4" P.CONC. R - 9,2 R - 9,2 4" P.CONC.SLAB ON COMP. FILL W/w.W.M. 6 X 6 REINF. EQUIPMENT CATEGORY EQUIPMENT CATEGORY MINIMUM PERFORMANCE \ , WALLS, WINDOWS, AND DOORS DESIGN CRITERIA oo,,o1111 SCHEDULE OIL-FIRED STEAM AND DOE 1 O CFR PART 430 NAILING REF. TABLE R301 .2(2) SUBPART B, APPENDIX N. AFUE 80'/ob d' INSULATION - \\\e\\\ T WATER BOILERS - UA \` \ HO DESCRIPTION R-VALUE U - FACTOR X AREA AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) \\ ? \\\\\ < 300,000 BTU/H. PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST& PAPER ASSOCIATION FASTENING SPACING CONNECTION WALL R-21 Uo=0.14 1,400 SQ.FT. 196 WOOD FRAME CONSTRUCTION NO. COMMON WINDOW R= .3/SO-FT. 0.35 161 SQ-FT- 56 ZONE ROOF > 30' - 400 X 1.53 ROOF > 30' - 40' X 1.53 WIND SPEED GENERAL FLOOR P LAN NOTES 1 RAFTER TO TOP PLATE (TOE-NAILED)@16" O.C. 38d PER RAFTER DOOR N/A 0.35 72 SO-FT. 12 3 23.7 36.3 -30.3 -46.4 120 M/HR 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 8d PER JOIST TOTAL AREA 1,633 SQ.FT. 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT 6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END I I I SCALE DRAWINGS). W 2. ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND (3-COATS). 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT DESIGN CRITERIA 1 0 3. WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8"° 4-16D JOINTS-EACH SIDE REF. TABLE 1609.6.2. 1 (1 ) FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5-0 RETURN ON 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) Z >- ADJACENT WALLS &CEILING. MANUFACTURED LUMBER REQ. 2 LAYERS 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. OF 5/8" FIRE RATED GYPSUM BOARD MAIN WINDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba 4. ALL BATH/TOILET AREA WALLS AND CLG. ADJ. TO WET AREAS TO HAVE 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES WATER RESISTANT GYP. BD., OR WALL TILE SET ON CONC. BD. OR APP. Q PER 2 X 4 STUD WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS W 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D WINDWARD VELOCITY DIRECTION ANGLE END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE Q OVERHANG 13 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST FRAMING NOTES OR BLOCKING (FACE-NAILED) 2-16D PER FOOT WALL ROOF WALL ROOF WINDWARD LEEWARD WINDWARD LEEWARD END INTERIOR � GENERAL ROOF ROOF ROOF ROOF ZONE ZONE 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-16D PER JOIST EACH END TRANSVERSE 30'<ANGLE < 45' 25.7 17.6 20.4 14.0 9.9 -15.6 8.6 -13.4 -11.6 -13.0 1. ALL WALLS 2"X4"AND 2"X6", TO BE STUD GRADE OF BETTER 16" O.C., 2-8D NGLES 22.8 11.9 15.1 7.0 27.4 -15.6 -19.1 -12.1 -41.1 -32.7 uj 15 BRIDGING TO JOIST (TOE-NAILED)- TOE-NAILED) 120 ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS FIR OR BETTER. 23.7 ALL A - - - 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END TO BE PRESSURE TREATED. 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLR. D EACH JOIST 3-16 18 LEDGER STRIP TO BEAM (FACE-NAILED) R_3 SINGLE FAMILY RESIDENCE INTERIOR ENVIRONMEN JOIST SPAN DIRECTION UNLESS OTHERWISE SPECIFIED. 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0" O.C. 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-SD PER JOIST OCCUPANCY & HT. CLASSIFICATIONS SECTION 1202.4. 1 & 1204. 1 FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. 20 ND JOISTS TO JOIST END-NAILED) 3-16D PER JOIST Q BA ( MINIMUM REQ'D. PROPOSED 5. FLOOR CONSTRUCTION: 3/4"T. &G. PLYWOOD SUBFLOOR. FINISHED PER FOOT MINIMUM SQ.FT. OF NET GLAZED OAREA% MATERIAL TO BE APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD 21 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D USE PROPOSED SLOPE HT./ SLOPE HT./ USE LITE/SQ.FT. VENT/SQ.FT. Q REQUIRED FURRED HT. FURRED HT. AREA ARF�4'h AREA% TO FLOOR JOISTS. 23 DIAGONAL BOARD SHEATHING 6. ALL WINDOW AND DR. HDRS. TO BE MIN. (2) 2"X10" UNLESS OTHERWISE PER SUPPORT 1ST. FLOOR 1ST. FLOOR SPECIFIED. ALL INT. HDRS. TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. 1"X& OR 1"X 8" 2-8D J . PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. PER SUPPORT GREAT RM. 70 SO.FT. 344 SO.FT. 6'-8" 7'-6" N/R g'-0" GREAT RM. 344 SO. 76 SQ. 22'� 38 SO-FT. 12% O 7 1" X 10" OR WIDER 3-8D 8. ALL BMS. TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 5D COOLERS 7" EDGE/ 10" FIELD M. BEDROOM 70 SQ.FT. 182 SQ.FT. 6'-8" 7'-6" N/R g'-0" M. BEDROOM 182 SQ.FT. 45 SQ.FT. 24% 45 SO. 24% 2 24 GYPSUM WALLBOARDI 9. ALL FLUSH BM. AND JOIST INTERSECTIONS TO HAVE GALVANIZED HGRS. M. BATH 30 SQ.FT. 50 SO.FT. 5' 7'-6" IN/R 9'-O" M. BATH 50 SQ.FT, 6 SQ.FT. 12'/0 6 SO.FT. 12% 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXT. 26 FIBERBOARD PANELS " EDGE/6" FIELD GRADE PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. 7/16„ 6D 3 O VENTS BETWEEN RAFTER. 8D 3" EDGE/6" FIELD 0 U) 11. PROVIDE INSULATION BAFFLES AT F�4VE 25/32 27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD GENERAL ELEVATION NOTES 30 DIAGONAL BOARD SHEATHING 1. EXT. FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS 1" X 6"OR 1"X 8" 2-8D PER SUPPORT BETWEEN ROOFS, WALLS, CHIMNEYS, PROJECTIONS, AND PENETRATIONS 1" X 10" OR WIDER 3-8D PER SUPPORT AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES. 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION & 31 STRUCTURAL PANELS ROOF VENTS. 1" OR LESS 8D 6" EDGE/ 12" FIELD 3. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. GREATER THAN 1" 10D 6" EDGE/6" FIELD 32 DIAGONAL BOARD SHEATHING GENERAL PLUMBING NOTES 1" X6" OR1"X81- 2-8D PER SUPPORT 1" X 10" OR WIDER 3-8D PER SUPPORT 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR COMPLIANCE W/ ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 'NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE. 2. IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDCDE PLUMBING FIXTURES OR EQUIPMENT, PROVIDE BRACING TO THE FRAMING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS; FOR STRUCTURE MEMERS SHALL BE PER ALL APPLICABLE CODES. DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATT ES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PERI FOOT. W D GENERAL HVAC SYSTEM NOTES 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND IL REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. H EATING & COOLING 3. HV W AC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING D &SUBMIT IT TO GENERAL CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW.AND APPROVAL. CRITERIA ZONE 11 B D J m RESCUE OPENINGS DETACHED ONE FAMILY WALLS. W EMERGENCY ESCAPE/ � � E M ��v °� .� 3W SECT. R310 MODE: HEATING OR COOLING 0.14 .: ���� ����� ®�� �> ROOF CEILING 0.031 Y ESCAPE AND RESCUE OPENING D W 1. MINIMUM ONE EMERGENCY G � t , � W� REQUIRED IN EVERY SLEEPING ROOM, UNHEATED SLAB ON GRADE 4.5 0 2. OPENING SILL HEIGHT TO BE A MNIMUM OF 44 INCHES ABOVE FLOOR. BASEMENT WALL a.b. 0.1 ET 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FE . W o CRAWL SPACE WALL 0.06 D ����®���� ���� � 4. MINIMUM OF 5.0 SQ. FT. REQUIRED FOR GRADE FLOOR OPENINGS. 5. MIN. NET CLEAR OPENING SILL HT. LOCATED BELOW ADJ GROUND ELEV. WINDOW WELL REQ. ALLOW FOR DR. OR WINDOW TO BE FULLY OPENED. 1/4"=1'0" 6. MIN. OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MIN. WIDTH OF 36" (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). DWG. NAME: 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH OFFICE SET EXCEEDS 44 INCHES. D ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED 9,7 , 7 ENERGY 8. BULKHEAD CALCULATIONS IF IN COMPLIANCEWITH MINIMUM NET CLEAR OPENING REQUIREMENTS. 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES THESE DRAWINGS AS INSTRUMENTS OF SERVICE, DWG. NO.: ARE RELEASABLE OR REMOVEABLE FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. ARE THE SOLE PROPERTY OF THE ARCHITECT.NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ALLOWED W/O WRITTEN AUTHORIZATION A - 5 BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW.