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HomeMy WebLinkAbout39830-Z ��Q�stlFFUt/�c Town of Southold 9/12/2016 0 P.O.Box 1179 W ?'{ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38507 Date: 9/12/2016 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 4294 Wunneweta Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-14-27.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/22/2015 pursuant to which Building Permit No. 39830 dated 6/2/2015 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 INCLUDE NEW GARAGE, SECOND FLOOR ADDITION, REAR DECK ADDITION, MUDROOM WITH COVERED ENTRY, COVERED FRONT ENTRY AND NEW COVERED BALCONY AT MASTER BEDROOM, AS APPLIED FOR The certificate is issued to Quartararo,Jay&Quartararo,Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39830 04/16/2016 PLUMBERS CERTIFICATION DATED 05/06/2016 Econic Mechampzl. Aut rized Signat e 7%,`u TOWN OF SOUTHOLD �o�suFFo�X�o BUILDING DEPARTMENT C4 TOWN CLERK'S OFFICE o s 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#: 39830 Date: 6/2/2015 Permission is hereby granted to: Quartararo, Jay & Quartararo, Karen 570 Duck Pond Rd Cutchogue, NY 11935 To: Additions and alterations to an existing single family dwelling as applied for per Trustee and DEC approvals. At premises located at: 4294 Wunneweta Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-14-27.1 Pursuant to application dated 5/22/2015 and approved by the Building Inspector. To expire on 12/1/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $967.20 CO -ADDITION TO DWELLING $50.00 Tota : $1,017.20 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- $10000 3 Copy of Certificate of Occupancy-$25 4 Updated Certificate of Occupancy- $50 00 5 Temporary Certificate of Occupancy-Residential$15 00,Commercial$15 00 i Date ,S New Construction Old or Pre-existmg Building (check one) Location of Property CVy A✓l e VJ 1 R a � C oq L/`k House No Street H, let o� Owner or Owners of Property Gill k GT`eA U/ U- r 1 r al—o Suffolk County Tax Map No 1000,Section Block r Lot a �i 1 Subdivision G Ol s fA/ d Filed Map J Lot I Permit No 3gi O� Date of permit Applicant ,'jtlUS Ct7�n, a (n� Health Dept Approval Underwriters Approval Planning Board Approval Request for. Temporary Certificate Final Certificate (c k one) tsr Fee Submitted.$ 50 v/ Applicant Signature pF SO(/�y®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 ® �� _roper.riche rt((2-town.southoId.ny.us Southold,NY 11971-0959 AA�� c®U ,��.V BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Quartararo Address: 4294 Wunneweta Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 39830 Section: 111 Block. 14 Lot. 27.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electrical License No: 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat GAS Duplec Recpt 86 Ceding Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 11 Wall Fixtures Smoke Detectors 8 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel 100A A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances - IN Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 107- Lighting Fixtures, 5- Exhaust Fans, 8-ARC Fault Circuit Breakers Notes: Inspector Signature: Date: April 16, 2016 Electrical 81 Compliance Form.xls �p SQ�T�I� �o �o Town Hatt AnnexTelephone i531�155-1802 54375 Main Road ' Fax(631)765-9502 P.O.Box 1119 G Southold,NY 11971-0959 5 , B�.5Ti5.,DTifiL`i D'EPh►R`Fh�I�`�i TOUW OF StAM'1F OL D C]Elt`1IFICA`1~I.ON Date: -5-111, /a Building.Permit No. (� Owner: -1 A�/ (Please print) Plumber- Raj, (Please print) I certify that the solder used in the water supply=system contains-less than 2/10 of I% t"A. (Plumbers Signature) Sworn to before me this J�L day of 20 1 F M N SCOTT WAM blic-State of New 1�k .OfSCS332219 d in Suffolk Courion Expires Oct 25,2019 Notary Pub] County,County OF SOUjyolo cOUNT1,� TOWN OF SOUTHOL"D. BUILDING DEPT. 765A802 INSPECTION ' [ VfON DATION 1ST, [ ] 'ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ION [ ] CAULKING REMARKS: d DATE INSPECTOR l - Of SO!/Tyolo cOUNi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FO DATION- 1 ST [ ] ROUGH PLUMBING [/] FRAMING UNDATION FNEY [ ] INSULATION [ /S G ] FINAL [ ] FIREPLACE & [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Al Xk?� ala�e- .2 f 4-f r � P DATE INSPECTOR v •r Of SO(/ly�lo - ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN-SPECT .'N- - YFRAMING DATION 1 ST [ ROUGH PLUMBING DATION 2ND [ ] INSULATION /STRAPPING [ ] FINAL ,l [` ] FIREPLACE & CHIMNEY- [ ]-FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMAR S: DATE 10 � INSPECTOR oF souryolo - ��yoouhm,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL _ [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: DATE If INSPECTOR � OF SOUTyolo o�ycOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE- & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V < LATION [ ] CAULKING REMARK �- SL 4,�-fczo 426, cf- s s GL � - DATE l ( INSPECTOR f T - OF SO(/j�,o� 10 � couto,� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) � ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 2f �� INSPECTORS` s 76 3 �pF SO[/T�, o�yCOUtm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION'2ND [ ] 1 LAT N [ ] FRAMING / STRAPPING [ FIN [ ] FIREPLACE A CHIMNEY [ ] FIRES INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (( ss , c DATE INSPECTOR �� �® o��OF SO�T�,ol OOUNiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINALC�&-- [ ] FIREPLACE-&-CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] CAULKING REMARKS: DATE O`�o( /� INSPECTOR i CHARLES M. THOMAS R.A.. RLLC 206 LINCOLN aTREET RIVERHEAD� NY 1 1 901 (531 )727-7993 ODTHOMAS63 @AOL.COM MAY 127 ZO1 6 Building Department Town of Southold Re: Quartararo Residence 4294 Wunnewetta Road, Nassau Point Dear Sire/Madam: This letter shall serve to certify that I was retained to inspect the installation of the insulation and caulking at the above referenced property and can attest that they conform to my plans and specifications and the 2010 Residential Code of New York State. This inspection was completed on November 11, 2015, Thank you for your attention to this matter. Please contact me with any questions you have. Very t ly _ ARLES M. TH MAS, R,A., HITECT MARK SCHWARTZ &ASSOCIATES 28495 \Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 ww%v.mksarchitcct.com August 02,2016 D F`(g[E0'V[E D Southold Town Building Department AUG - 4 2016 P.O. Box 1179 Main Road Southold,New York 11971 BUILDING DEPT. TOWN OF SOUTHOLD Re: Quartararo House 4249 Wunaweta Road Cutchogue,NY Permit#39830 To Whom This May Concern: I have been on site during construction and reviewed portions of the project. The footings for the stair landing and the strapping have been have been completed as per plans. I hereby certify,to the best of my knowledge,this work has been completed and meets or exceeds Town and NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, Mark Schwartz AIA Member American ImLltute of Architectme CHARLES M. THOMAS R.A., PLLC D 206 LINCOLN STREET D RIVERHEAD, NY 1 1 90 1 AUG 3 0 2016 (r331 )727-7993 C DT H O M AS 6 3 @AOL.COM BUMDIlVO DirPT_ TOWN OF SOUTSOLD AUGUST IS, 201 6 Building Department Town of Southold Re: Quartararo Residence (Addition) 4294 Wunnewetta Road, Nassau Point Dear Sire/Madam: This letter shall serve to certify that I was retained by the owner to inspect all aspects of the above referenced residence and can attest that the strapping (roof , wall and floor) and the poured concrete footings for the new rear deck conform to my plans and specifications and the 2010 Residential Code of New York State. Thank you for your attention to this matter. Please contact me with any questions you have. RR I Very t ly yo rs, CHARLES M. THOMAS R.A. ;: � , �i 021 r: 1' f 1 0 • r ,• �� r � �: Iw: �Yt �. �/ /.ice '.-�- -TJ/ �_ - • 1: 1 �- INsUL,ATION PER N.Y. � f LAN=A we '�----- UMM WWA d/ iLL.cr .C�7 r ,,en 1 , , fl12 RN 6� l �r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN FALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. -� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate ^�— Storm-Water Assessment Form 2 J Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ?i ,20jf— Building Inspect D C� V` P ATION FOR BUILDING PERMIT MAY 22 2016 �1 Date s , 20 f�� INSTRUCTIONS a. T1 iis application"1A1, "cT',be�completel filled in by typewriter or in ink and submitted to the Building Inspector with 4 Pp ,,.u.F,n_ sets of plans, accurate p o p ording 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. / Ar,Vi al al 2u✓Icu (Signature of applicant or name, if a corporation) ,.r gvywv/ (Mailing address of applicant) 11-7 q k State whether applicant is owner, lessee,, agent, architect, engineer,general contractor, electrician,plumber or builder (�`td►-�� U�/l o may/ Name of owner of premises 04 C k 01('-(A 0 U a,-�ck/'c.✓'y' (As on the tax roll or latest deed) If applicant is ac oration, signature of duly auth9rized officer rCvt� — (Nam`e"ancNitle of corporate officer) Builders License No. � �&,1 — Plumbers License No. 3 Electricians License No. Other Trade's License No. 1. Location of land on which proposed wq.rk will bepdpne: Ci hA 69VA, House Number Street Hamlet County Tax Map No. 1000 Section ` l Block I �' Lot Subdivision SS�v P6i/IT Filed Map No. Lot a y ?. ,Stade existing use and occupancy of premises and intended use and occu ancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy , 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost , , Do,,,A b .v r Fee —� (To be paid on filing this applicati n) 5. If dwelling, number of dwelling units Number of dwelling units on each floor r C44� ? If garage, number of cars 7 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front -3 Rear 77-7 Depth Height $ Number of Stories J Dimensions of same structure with alterations or additions: Front ��� Rear 7 Depth S6 Height Number of Stories 111) 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front. a(�� Rear Depth 10. Date of Purchase I Name of Former Owner 0 C Own b 11. Zone or use district in which premises are situated ��'Si �4 11 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOy 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO 14. Names of Owner of premises)w i + kir., ��or cry Address �,,k/aa J, G ti af� Phone No.611 9-71` Name of Architect TL a.o Address A,,y q-P PiA e4 Phone No W1 Name of Contractor IN_5 Con �/ Address X4'6a?)+� Lk Phone No. J-0 6 �- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_V/NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMIMAY 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. TRACEY L. DWYER STATE OF NEW YORK) NOTARY PUBLIC,STATE OF NEW YORK S S: NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COUNTY OFSI COMMISSION EXPIRES JUNE 30, �J1(-t 61 ti/ OAA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named,ji'l- (Contractor, (S)He is the G dot 4 Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day ofp NI 1 20AA0-X-W � O1 WvUtl otary Public ignature Applicant Z' -g-�-O g R -A BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8555 DATE: JANUARY 21, 2015 .70 ISSUED TO: JAY P. QUARTARARO PROPERTY ADDRESS: 4294 WUNNEWETA ROAD, CUTCHOGUE �z SCTM# 111-14-27.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 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 January 21,201.5 and y yl in consideration of application fee in the sum of$250.00 paid by Jay&Karen Quartararo and subject to the § Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits. the following: t. Wetland Permit to construct a two-story 640sq.ft. addition atop the northern section of existing dwelling; construct a one-story=L430sq.ft. ga* rage/addition/porch off the northeastern section of the dwelling; relocate±80sq.ft. masonry stook o-'ff the - southeastern section of dwelling; construct±76sq.ft. rear steps off the northwesterly corner of the dwelling; construct a±120sq.ft. rear deck extension off the northwestern corner; install a=L2,000sq.ft. driveway with Belgian block curbing; install a=000sq.ft. driveway off the northern section of the dwelling; and the installation of drywells for roof runoff, and as depicted on the survey prepared by Nathan Taft Corwin 111,Land Surveyor, last dated January 12, 2015 and stamped approved on January 21,2015. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. cmm 7l 05118/2016 09:32 6317656641 SOUTHOLD TRUSTEES PAGE 02102 M. ��� y John .$redem.eyer, ,T,I,T.,President '!`own Hall Annex 4` Q a. Michael J. bomino,Vice-President 6 376 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A. Nicholas Faupski � �� Telephone(631) 7651892 Charles J. Sanders G� CD � I Fax(681) 765-6641 BOARD OF TOWN TRUSTERS TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 12230 Date: May 18, 2016 THIS CERTIFIES that the construction of two-stogy 640s .ft. addition ato the nQrlhern section of existing dwellin • construot a one-sto +/-430s .ft. garage/addition/porch off the northeastern section oftlie dwellin • relocate+/-80s .ft. masonr St T)off the southeastern section of dwellin ' construct+/-76s .ft. rear steps off the northwester] corner of the dwellin construct a+/-120s .ft. rear deck extension off the northwestern comer; install a+/-2 OOOs .ft. driveway with Bel 'an block curbin • install a+/-900s .ft. driveway off the northern section of the dwelling; and the installation of drywells for roof runoff; At 4294 Wunneweta Road' Cutcho -e Suffolk County Tax Map# 1,000-111-14-27.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 2,.2014 pursuant to which Trustees Wetland Permit#8555 Dated Januar 21 2015.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-construction of a two-sto 640s .ft. additia_n_atop the northern section of existing dwelling• construct a ox�e-storms+1-430sq.ft. garage/additiontl2orch off the northeastern section of'the dwelling; relocate+/-80s .ft, mason stoop off the southeastern section of dwellin • construct+/-76s .ft. rear st s off the northwester!y corner of the dwellin • construct a+/-420s .ft.rear deck extension off the northwestern corner,• install-a+/..2 000 .ft. driveway with Belgian block curbin • install a +/- 900sa 1t. driveway off the nortliem section of the dwellin, • and the installation of drMells for roof runoff. The certificate is issued to JAY P. OUARTARARO owner of the aforesaid property. 4 Authorized Signature F'�F- ., YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Fility DEC ID 1-4738-02611 PERMIT Under the Environmental Conservation Kava CL F- Permittee and Facility Information Permit Issued To: Facility: JAY P QUARTARARO QUARTARARO PROPERTY PO BOX 9398 4294 WUNNEWETA RD ISCTM#1000-111-14- 27.1 RIVERHEAD, NY 11901-9398 SOUTHOLD,NY 11971 (631) 727-2180 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON,NY 11932-2003 (631) 537-5160 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: 714.8 N`YTM-N: 4541.7 Latitude: 40°59'53.6" Longitude: 72°26'46.1" Project Location: 4294 Wunneweta Road Authorized Activity: Construct a 640 square foot 2nd story addition and a 430 square foot garage and porch addition. Relocate existing 80 square foot stoop 9 feet to the north and construct 120 square feet bf = rear deck extension with 76 square feet of steps. Install a 648 square foot pool with associated 169 linear feet of fence, a 756 square foot patio, and a pool equipment area. Remove (2) existing driveways and install (2) new sections of driveway on north and cast sides of house. Install (2) drywells. All work must be completed in accordance with plans stamped, "NYSDEC Approved" on May 4, 2015. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-02611/00005 New Permit Effective Date: 5/4/2015 Expiration Date: 5/3/2020 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02611 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:JOHN A WIE D, Deputy Regional P it Administrator Address: SDEC RE 'ION 1 HEADQUAR S Y @ ST NY BROOK150 C CLE RD TO Y B K, Y 11790 - 409 Authorized Signature: Distribution List SUFFOLK ENVIRONMENTAL CONSULTING INC Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following � Permits: 'TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III, last revised 3/6/15. Page 2 of 6 1gEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02611 4. Establish Vegetated Duffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within the buffer area as indicated on approved plans. 5. Straw Bales Along Duffer A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 6. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or Stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 7. No DrywelIs in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 50 linear feet landward of the tidal wetland boundary. 8. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 9. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 10. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 11. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 12. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 13. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 14. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from zeady-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 15. Storage of Equipment, Materials The storage of construction equipment and materials shall-be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 16. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior Page 3 of 6 r, 1-40W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02611 to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 17. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 18. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 19. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints,concrete, leachate or any other environmentally deleterious materials associated with the project. 20. State Not Liable.for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which m4y be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 AM IVEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02611 A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. S. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 AM NEVW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02611 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the . permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-6f-: way that may be required to carry out the activities that are authorized by this permit. Item I): No Dight to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to'the permit. Page 6 of 6 Scott A. Russell ��"°SU` 'alb S'7C'O]KIAMIWA\' IE]k SUPERVISOR z AWAkNA&G IEMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 A 53095 Main Road-SOUTHOLD,NEW YORK 11971 � r Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: )ea No (CHECK ALL THAT APPLY) , El A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ /B. Excavation or filling involving more than 200 cubic yards of material ❑[� within any parcel or any contiguous area. C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑�F. Installation of new or resurfaced Impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious Surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature,Contact Information,Date&County Tax Map Number! Chapter 230 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Pio wy O,inv Denim Rc oanional i S.C.T.M. t. 1000 Uaie P gen4 Contractor Olhrr! S Gdn ` I Dblrlci ` � NAIL Jlff'��1111_'\\\ d\ s r�, I Section BLoi FOR BUILDING DEPALITNI:NT USL:ONLY"" Contact IofonnaHon rd.ro...�unidp Reviewed By — — — — — — — — — — — — — — — — - - - - Properiv Address/Location or Construction Work- Date— — — — — — — — — Appro+ed for processing Budding Permit ' Stormwater Management Conti Plan Not Requued. x ❑ Stoimwater Management Con[iol Plan is Requned Writ ward to Engineei ing Department foi Rc+,ww) FORM " SMCP-TOS MAY 2014 PROJECT LOCATION — CONTACT INFORMATION: S.C.T.M. # 1000 ENGINEERING DEPARTMENT (Property Owner,Design Professional,Agent,Contractor,Olher) ® p�mn bOSUF�Q�� NAME l7w Lw Section Block lot 1 SITE INSPECTION REPORT FORM PlcaseP a� Inspection Dat g X31 25 � (o zz �� °1�� Subdivisions, Site Plans, Stormwater Improvements & Other Installations E-Mad Address "telephone Number DESCRIPTION OF REQUIRED SITE WORK YE MNOTNA ED NOTES- Incomplete Site Work a Maintenance of Erosion&Sediment Controls b Limits of Clearing&Area of Proposed Land Disturbance. 0� c. Condition of Stockpiled Soils. 0� d. Verification of Size&Depth of Leaching Pools. �0 e. Verification of Drain Pipe Installation/Concrete Parging 0� f. Driveway Installation within the Town ROW-Highway Specifications 00 g. Final Site Grading-Effect on Adjacent Property h Inspection of Gutter&Leader System-Drainage Piping 0� i. Instalation of proposed Swimming Pool and discharge ring. 00 j. Inspection of Construction Entrance/Staging Area(s). �0 k.Location of proposed concrete washout area(s) 00 1. OTHER-Explanation Required 0 m.OTHER-Explanation Required 0LA A Final Inspection Report must be certifieded prior to issuance of Certificate of Occupancy. Three options for certification are as follows: OPTION": 1. Certification of Drainage Installation with As-Built drawings prepared &Sealed by a Registered Design Professional Licensed in the State of New York. OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION#:3. Site Inspection of open excavation prior to complete backfill and a written inspection report from the Town Engineering Department. TOS Review NOTES: ENGINEERING INSPEC O REP Additional Work is Required for Final Approval. Reviewed / Inspected SITE WORK is Not Complete. (See Notes Above) and/or Approved B — — — — — — — — — — — — — — — — — — — — — — All required Site Work has been Completed by the Owner / Date: Inspection#: IArLF1 Contractor & Approved by the Engineering Department. FORM * ENGINEERING Inspection Report Form -TOS May 2015 - o LKAIA L. K McLean Associates P.C. 437 South Country Road • Brookhaven • New York • 11719 CONSULTING ENGINEERS (631)286-8668 • FAX(631)286-6314 Associates EUGENE F.DALY,P E.,P.T O E TM,PRESIDENT and C.E.O. CHRISTOPHER F.DWYER RAYMOND G.DiBIASE,P.E.,P T.O.E.TM,PTPTM,EXECUTIVE VICE PRESIDENT ROBERT A.STEELE,P E. DANIEL P.JEDLICKA,P L S,VICE PRESIDENT JAMES L.DeKONING,P E. STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C JEDLICKA,LEED AP June 21,2016 Town of Southold Engineering Department 53095 Route 25 P.O. Box 1179 Southold,N.Y. 11971 ATT: James Richter R.A.,Engineering Department Re: "Nassau Point Club Properties,Inc." Letter Certifying the Installation of Stormwater Drainage System SCTM#: 1000-111-14-27.1 Dear Mr. Richter: As requested by the Southold Town Engineering Department and based upon inspections (during construction and post construction) of the above referenced property on Private Road off of Wunneweta Road in Nassau Point(Cutchogue), L.K.McLean Associates, P.C. (LKMA) certifies that all drainage has been installed as per the plans last revised on March 6, 2015 by Nathan Taft Corwin III Land Surveyor. The developer installed an additional trench drain where the newly constructed driveway meets the dwelling. All roof drains are connected to headers which direct all roof runoff to buried 8' diameter by 4' deep drywells. If should you have any questions or comments regarding this drainage certification letter, please do not hesitate in contacting this office. Very truly yours, CFD:cfd Christopher F.Dwyer,Associate CC: Nick Zoumas, JNS Contracting LKMA File Copy • Founded in 1950 • Q�QSUF�Otk�f� Town Hall Annex �� �. Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 co :Z: Southold, NY 11971-0959 v- -BUILDING DEP ARtMEN, T : NOTICE OF UTILIZATION.OF.TRUSS YP,E CONSTRUCTION, PRE-ENGINEERED WOOD-CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: L Owner: _ �� 'Y 4i1 /t�`=" tip = �' Tura mac► Location of Property: C ���W Please take notice that the (check a`p`glicabWline):-' + New residential structure ' . Addition to existing"residential structure A ,N. Rehabilitation to an,,existing residential structure'' to be constructed or performed at the'�ufiject,"p '13er�y;refdrence above wifl �Itilize (check applicable line): :. "r Truss type construction_(Tt) --. y re. engineered wood,constructian (P,W Timber construction(TC) in the following location(s) (check applicable line): ' Floor framing, including=girders.,and,boams (F) oof-frdming(R) t , f. Floor and ro framing (FR) Signature: Name (person submitting this form): 0 o,s '2evoL`Gi Capacity(chec plicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLEQTIVE RED •�. ROMAN ALPHANUMERIC PANTONE ' DESIGNATION-OF'CONSTRUCTION (PMS)°#1i7 ,•' "•I ?'" ,`• TYPE RASED ON,SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. - REFLECTIVE WHITE . 1/2" STROKE __ ..._. ._����.+..__ .._ ..'-DEStC�NA'i'tt'�t�!'�C9ft'S'I`[�'�Ci-U-R'AL •- ----_____'__.::_:._-•--_ - •-----_ ------ ---- �.j:_ ' GQMPONENT'Ss'UAT'AI2E TRUSS CONSTRUCTION — -- "F" FLOOR FRAMING,,IRCLUDING _ - GIRDERS AND B,EAMV "R" ROOF•-FRAMINM, . "FR" Fj�00R A1(!D f20•l7P'FI�AwIlt+l`G TRUSS-I FJWI CN:SIC V DANCE 1MTH 19 W.CRR PARF.12654 �. s .rurmsc� - co©Es olvrsloN F�GM/C'LE TRUSS (DEIVfIF1CATION SIGN DAlE:UO&2005 - NEW YORK STATE DEPARTMENT �� ST©-rE DIVISION OF CODE EN FORCEM ETI" rJ�= AND ADMINISTRATION �QEBkp- {EF7t;0;=sa Tt r-2- sr :S0 UTyQ�a Town Hall Annex _ s Telephone(631)7654802 54375 Main Road az(63 i)765- 5a2 P.O.Box 1179 Q roger_richert(a fown_soutl10 _ny_us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY. on el an G4,cC', Date: l 1 1Company Name: -. i Name: License No.: r—0 S- C3 1 Address: Phone-No.: . C4ZL JOBSITE WFOR-MAMN: ('vindicates required information) 1 *Name: *Address: �uk�� og�� , *Cross Street: I *Phone No_: Permit No.: Tax-Map District: 1000 Section: Bock: j Lot- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �(n) l (Please Circle All That Apply) *Is job ready for inspection: YE/ NO. Rough In Final *Do-you need a Temp Certificate: 1•ES'�p Temp Information ([f needed] - � - *Service Size: 1 Phase 3Phase 100 150 200 0 350 400 Other I . *New Service: Re-connect* Underground Number of Meters Chang o Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION i - I � c,, � 5 82-Request for inspection Form i I pF SOUr�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA -Nr Southold,NY 11971-0959 ®l�• �� May 9, 2016 eoulrr ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD JNS Contracting 256 Rt 25A Wading River NY 11792 Re: Quartararo, 4294 Wunneweta Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Certification required fo deck footings,insulation, caulking a d strapping. Also truss placarding is required. Application for Certificate of Occupancy. (Enclosed) A� ectrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 69k(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. _W-Final Storm Water Runoff Approval from Town Engineer r ' BUILDING PERMIT - 39830 —Addition/AI#erations �� � � � ' a • - : I I �11i V r x 10 r Ike Maw jr rr. ♦ X,X �f x' ;7 r µ , � < , x,r -�• _ ,tom.'•' � a . Y un 1 i, - . a � . ..rte.. s�*?�- •�'a�._._."s�'". r .R i } i f. 1 i 71, - JI e° it r � / r• i - 1* +M v n 'x R� �l 1 R i f 4 i 4 .h sq � 4294 Wunneweta Rd �- . C;�c��le earth G0081C - 00 •0 SURVEY OF P/0 LOT 245 & 1-1/0 LOT 46 AMEAWED AMP`A" OE' NASSAU POINT OWNED BY NASSAU POINT CLUB PROPERTIES, INC FILE No 156 FILED AUGUST 16 1922 SITUATED AT CUTC'HOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S C TAX No 1000-111-14-27 1 6 SCALE 1"=30' \ OCTOBER 18, 1999 ajb 5 6yy�� JANUARY S 2000 ADDED HE DISTANCES a UPDATED NORTH RIGHT OF WAY -=-1 h1AF•LH ` 1000 REVISED SITE PWN yAy 29 JULI 8 7000 RC`:ISLO AS PFA IFTTER FROM SUFF EFJVIRONMENIAL CDNylll TING Inc S / II 5LPTLMyFR 7 2000 AIDED PROPOSED CONTGLP LINES _ JANLIARI 16 20UI RFJISED PROPOSED HOLIiF AREA = 73,835 63 sq It esh rye' F/ y Pf� j,l THE LINE NEM) 1 695 00. r L y°'6 g''j ,.- � CERT/f^'IFll ZO _ PECONIC ABSTRACT COMPANY F. % �---'`L \ Q��• ,I TITLE No L364506 {�� ' ''� \ \ \ \u'XJ+ 1 NORTH FORK BANK "�1» •z' `¢`•': ROGER COOMBE CON NNE: NE COOMBE / 9 55600 /C/-"� afa,A L/ - O S 79-_37..3g.. �\ `36mN �1 0 4I.8F 1Tn / i �. ]..)/^! /, /` I�^� \\ \ T SEBASTIAN _i� TOP p'AT y6 \ryi ��` %�/ ✓-4 ! , / / --�A RIGH N 89+44'17„ EN 66 43+ NM1,� I ^t""�""�6+R"D - ��_____-___ d ha�=�_.__�—__- � `�N DF��,t��, his, I , -� -� `• �E_�„;a&R �----___��-' - �, -- •�,j \I D�'ONI� // / / L � I\� ,`\ J � �l /�4FD, ��NE G De6e N W UNTE 5 4DT 2z6 GD° / J . __ � fi: �//i2 / / y / / / /.,a.V I I ` P/O EDT Lr3/ ° ° ' / , / /\ / / �"�( I �j1/*¢"✓��,R Y //i o%��., Ii.Y w"",c1"",,.�" ' I J�1(y P @\G�!/ �..ewe . - o � •� '/� 9/ 7 // '�JD / / /> /' PPP Y ®`�`,/ // �y,E�` 31A � AREA UA7A , /� 7r 1 � J14 i/ b`Y6 DESCflIPT10N AR[A CCYCHAG ell. b6.,'\' PROPOSFO HOUSE zss4.q N 9 — — lA/ /p/ /,DT 29 I I I �` ,, / /�/ 5 TEST /-IDLE DATA PROPOSED POOL- am zq N oe h 1 .y4 I ri+F I //// (,� l\ +\'I" (TEST HIJIF,JUG 8Y OfIgLU^EOSf+ENCF ON OCTOALR 14 •9981 - 2 ._ mm� •� l' 11 `�// /// , 1 .,�I I P , »/, ,r,,/(,/ !/ ` 5-I/e9 PROPOSED DECK s w n PROPOSED PATIO 544 sq ,r TOTAL .9P3 W n SUFFOLK ODUM 13VA ETMENrOPNBUTH=V= - PERSffI'POR APPROVALOR COTR[Ai1CR011 POAA 1 f ! I \e\ / c,�, fl/!I%/ 'rl vrc �Sq. 7603 &OIGIE PAMILY RB9mANC60NLY Ta w.ss...,.» DATE ABF.N0./P/o Go n, 73 32' 0 1 v '66 i I /� /� I fill, 1, °p/'� \4y I O:I _ \\ I I I 1 1 1 I IIIr/II '/ w a- +F'r I'0'A4°XHFJP I m $ o', r°s 1 I I I 1 ti � it /\ dJc.IIII�PI• POA 3- ��_ g) w • /, //// 'gip11 _�:� 87�(ACENRE5"AR3MMDATEOPAMMAL - �»�iTss / Y, 47 NUIf ELEVATIONSARE REFERENCED TO N G V 1929 DATUM TI dED EXSING ELEVATIONS ARE SHOWN THUS. P 48' STING CONTOUR UNES ARE SHOWN THUS - ( LDPBd Ip gglpFd6¢CC3PIf11B0 Oo/S 88'31' A v dated PROPOSED CONTOUR LIES ARE SHOWN THUS T 11X:Plew N No No N/oaND�eRSON M 2 PROPOSED SEPTIC STRUCTURES SHOWN THUS N f € 79.39'30` W RIO PAD LUT(2=01 ra PROPOSED EXPANSION POOL OgrE131"G PROPDSED LEACHING POOL PD `JJJ () C)PROf06E0 SEPTIC TANK , \v ,r NNF''1 _ 3 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 'T �TI PROPOSED SEPTIC SYSTEM DETAIL_ 4 OBSERVATIONS ZONE INFORMATION,TAKENNED FROM FROM OTHERS M07 TO VAlh FLOOD INSURANCE RATE MAP Nx 36103C0502 G ,,, ✓ ZONE AS BASE ROOD ELEVAHEN5 CLIERMINEO .1$V W'ST[rv�wRNn�TSr- LONE i rz LONE X• TIE, OF SOD TAR FI M ARFASnH IW YEAAGE REASROOFSEVJItHVIHAUL r 1E 1H OF LESS THAM I FOOT CRN DRAINAGE MUS LF95 THAN _ E•Ia+➢qi BVArrC LL+- 5 PROPOSED DRIVEWAYSE.111 ARE TOAND AHN-AS RE CONSTRUCTEOFOpYGRAVEI Cs fl20As IOn-rEPR FI f,00 1O DE A tiFi�O sEwxED aTaLu K, 6 7503 cV yds WILL HAVE TO BE EXCAVATED ALONG THE WESTERN PORTION OF PROPOSED HOUSE s w.0-u+m u E 1-1—H AND K l 1 ME SH— SEEXIST.NOE Ni RICM°F weYS 4xD/ONRE , ° R:CORD,N •'" "° 6"m 4V46 ANY T SHARE NOT GUAR TEED ma a xrsw�aom., iEssBIN9:roDns_(�2� " .RA wI IHE T—Ho Joseph A. Ingegno D.TA. Ea sL� Land Surveyor JJ�SEPH C —_ g o J LJ aZ wj lU. ,4"6- c • ,{� L J4x Surveys-wJtlrvlsmns- SRe v orslruc6o°LVYUJI PHONE(631)727-2D90 -OX(631),27-172' YT�O NEWS Qom• IUAIOFFICES LOCATEO AT -11.6 ADDRESS li NYE Lc NR 49669 320 ROANOSE A2ENUE PO Bux x'31 FMFNEAO Ne.YaIE 11901 Rrve16ev4 Ye+Y1rr 19[I-m25 _ __--- - 99-654D SURVEY OF TEST HOLE DATA P/0 LOT 245 & P/0 LOT 246 (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 14, 1999) NOTES 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM DRAINAGE SYSTEM CALCULATIONS: AMENDED MAP A" OFEXISTING ELEVATIONS ARE SHOWN THUS: 1pp EXISTING HOUSE AREA: 2,030 sq. ft. EL. 13.1' 0' 2,030 sq. ft. X 0.17 = 346 cu. ft. NASSAUPOINT BROWN LOAMY SAND SM 346 cu. ft. / 42.2 = 9 vertical ft, of 8' dia. leaching pool required OWNED BY 15` PROPOSED ADDITION AREA: 2.030 sq. ft. 410 sq. ft. X 0.17 = 70 cu. ft. NASSAU POINT CLUB PROPERTIES, INC. 70 au. ft. / 42.2 = 2 vertical ft. of 8' dia. leaching pool required FILE No. 156 FILED AUGUST 16, 1922 Total of 11 vertical ft. of 8' dia. leaching pool required Provide (2) 6 ft. deep x 8' dia. leaching pools (12 vertical ft.) SITUATED AT C U T C H O G U E PALE BROWN FINE TO COARSE SAND SW LLQ' FINISHED GRADE (10' MIN. GRADE) TOWN OF SOUTHOLD CONC. COVER 1 B'TRAFFIC BEARING SUB E SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-111 -14-27.1 EL. 1.0' 4' OR 6" PVC PIPE 12.1' FROM GUTTER DRAINS S.-O" SCALE 1 "=30' 3'-0" 3'-0' OCTOBER 18, 1999 F' (m,^') LEACHING RINGS (min.) JANUARY 5, 2000 ADDED TIE DISTANCES & UPDATED NORTH RIGHT OF WAY ,�1 REINFORCED PRECAST CONI. CRUSHED 3/4' - t-1/2' STONE MARCH 5, 2000 REVISED SITE PLAN WATER IN PALE BROWN FINE O�L� ` e 4000 PSI O 26 DAYS ALL AROUND TO COARSE SAND SW 5' V JULY 8, 2000 REVISED AS PER LETTER FROM SUFFOLK ENVIRONMENTAL CONSULTING. Inc. 4 SEPTEMBER 7, 2000 ADDED PROPOSED CONTOUR LINES , E e MIN. BOTTOM o JANUARY 16, 2001 REVISED PROPOSED HOUSE ELEV. 3.0' NOVEMBER 28, 2001 REVISED AS PER LETTER FROM SUFFOLK ENVIRONMENTAL CONSULTING. Inc. " �/��� S ��. JANUARY 2, 2002 ADDED OFFSETS TO DRIVEWAYS �(\ C') -IiCGROUND WATER JANUARY 10, 2002 REVISED AS PER LETTER DATED 01/09/2002 \ cl y ELEV. 1.0' JANUARY 24, 2002 ADDED PROPOSED DRYWELLS y NEW STORMWATER UNIT AUGUST 6, 2002 UNDER CONSTRUCTION SURVEY (NOT TO SCALE) JANUARY 29, 2003 FINAL SURVEY CIA1 MAY 5, 2003 LOCATED ROW OF POSTS 6 AUGUST 12, 2003 UPDATE DRIVEWAY LOCATION �Jg 610� -�`.� DECEMBER 18, 2013 UPDATE SURVEY FLAG #4 I SEPTEMBER 19, 2014 ADD PROPOSED ADDITIONS NOVEMBER 16, 2014 LOCATE WETLAND FLAGS & LATH ADDITION & POOL CORNERS t JANUARY 12, 2015 REVISED MAP 1`11, ��Go FEB — 6 2015 AREA = 73,836 sq. ft. �Q) (TO TIE LINE 1.695 ac. `L No. R10-00-78 Z D� D�\��Pi� '�` CERTIFIED TO: F, ��� G � °��J��oG�e� , �c \ JAY P. QUARTARARO N g Q��1 A � a +Q 7 P •9 o LOT 22 W / KAREN A. QUARTARARO o / WELLS FARGO BANK, N.A., ITS SUCCESSORS AND/OR ASSIGNS 51 F MB STEWART TITLE INSURANCE COMPANY S ;79-,3 N� 5 ° FpUND N ° F $E W TITLE No.: ST13-19821 '�O 8'39" E _ ^\ Qo �� GANG MpN J �oNC M°N ASTjAN AVOLE W / W WAY 5 �1 '-� 5' / - i ' - " SEB R 0'r OF 56 all, WIDE 1 o N 89°44'17" E i — — / �', `r W W 15' CO66.43 ��'1 wA � � �RiliFwgr ` � m o w T 9g LE / `LIQ 050 P,R 472)"; 9y o 10.0 TEST " c W J SERV\CE W UL li — — — — — — — F V+G Z _ - �--� <. w1 D EPER OG p L�95 I -/ _Gs, �y0y PILO�CZ�O i FLAGBe- OL'iy' RE-BARFOUND " � �^ " _ � � ��^F`-p o �� ' 233 a pR.Q/EN1AY G 0.4'w. - / G D `• i z 'GRAVEL DRIVEWAY 1 'i• - _. \ OLPvO�", 'lam.. .' / . \ NTESS S 26 ROW OF CEDAR TREES :.•cRX l ` y 5 4 24 COU LQ`j ° a� .., / O GUY 0� 1 2�.6 ;`'ate os�`-� W�. WIRES :_. ONC' MON pLE I ELO 15C ��:, /� Nv OVE WIRES C. 2 0 :. �. O O. m v - Y :s• . o o• P y�oA r � �. ✓- APPROVED B amu,.. '` :�1 Y. a y 9 / J' / i21VE god ti �y 5t`, 3 J o �� '� OF TRUSTEES %a:..t- 'Y EX15 GREMDVE G LP c2 c�jQO 0Lo 1 70 mac^0OFSOUTHOLD 0 0G� LOP p/O LOT 245 :2 OP. g�0� `� o � '0 �1 I 101 y9� i1'' Q4P �1Q�\ �J - 1 t s��c� �oG� 0op °o� Go � S Q CONG'M _ Y1�°0° •O. def `�pZEOI / 3 `lp Q4, �` y d o o p 0 LOT 246 0 .. eco e / i1� WOOD O� =hQo Q PIAT. RH 2 WOOD I Yj05°O O�� �/ 3r'o2.,ry N p00 Q�� / 'Y WOOD STEPS..... .........._:.::- :, Q S�7 Q 0 STEPS I O...W -b'BULtF1EAD G spy Qt�o(�QI p �� < 020 11, E°G 23. i PREPARED IN ACCORDANCE WITH THE MINIMUM HIGH WATER MARK ALONG 13ULKHEAD s STANDARDS FOR TITLE SURVEYS AS ESTABLISHED N�N IU�J� 1 / Q. �44=o w � `SSI° 16+ O 3 � BORTHE SUCH USE BY AND HEAPPROVED YORKAND STAT�PLAND egg°°07'27' W Z I �c " / ��� o, O srd,, .Q� 9 , TITLE ASSOCIATION. �0 1 �o N) o� D 73.32' o S2>> o �, 47 Q- / / 3�c� a Co (° •6� OF IVB CN �� oO WOOD Q4-, ' 1 .< / `2 4S `o ��AFr C,O�(l 9 BULKHEAD (� � t` IL W wooD 3. _ O o PLAT. 47.0 ' o W O f FOUND PIPE CUR " mm M t '. m U7 L O W000 0.3•S• OG $ e r C GUY WIRE ; rc o STEPS f TIE LINE ALONG = m WELL e Rr_o � 17 IN.Y.S. Lic. No. 50467 APPARENT HIGH WATER MARK EDGE OF M V f n o PIT r � EADow IV x CURBING m Cy N a BELGIUM BLG K a " Y. u -7 L�,,, S8°31 '48" W RAVEL ORNEWA Cpl o p 2 5•L� !' UNAUTHORIZED ALTERATION OR ADDITION S e o TO THIS SURVEY IS A VIOLATION OF = SECTION 7209 OF THE NEW YORK STATE ■ p EDUCATION LAW. III 77.20 N N ipm O/F Or1 AI COPIES OF THIS SURVEY MAP NOT BEARING Nathan Taft Corwin CY) I r N/ NDERS m THE LAND SURVEYOR'S INKED SEAL OR 00 vi= D A n EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor 7 9 3g,30++ w RIC P�O LOT 246 TO BE A VALID TRUE COPY. C c e CERTIFICATIONS INDICATED HEREON SHALL RUN J ONLY TO THE PERSON FOR WHOM THE SURVEY J IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. C O LENDING INSTITUTION LISTED HEREON, AND < TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y �1��T PHONE (631)727-2090 Fax (631)727-1727 y 9 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 VV — 4 F" c I'yGa_.. ata, I'O7il `t C UILUI:l z G'L•.;','..1 i`."C PIT AT O - _ - - - - -- - 7C.J idv2 v��,'.� T i 4 1?i' FO i THE \ 6 AF�CH ITEC T TWO RE^UIiED PROPOSED BRICK -- -` ---- Ft ? POU^CD CC�'ICRE TC CHIMNEY FOR NEW REMOVE EXISTING WOOD e. FiflJOy? - FRAIM'.i ,'C a F'LUI�SE;N\ FIREPLACE FRAME CHIMNEY _.- lo ION REVISIO' Ur:i D E S C R I P T ION - 4. F!,�AL. - MC IST RUCTION MUST __- REMOVE EXISTING ROOF SHINGLES —I RE CO-,` 'LETE FC%ti C.O. _— NEW ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING— A' L CONSTRUCTION S!;;,L.L. t"rET TNr ----- =4== - REOUIRE'a I-N'-u OF THE CODES OF fdEVl Y0 STSTATE. N�T RFS'OII 1� SI?sLE FOR — DESICIN OR CONS.r ,UCTION ERRORS. = 12— 10 8'-0" PLATE HEIGHT C;0fi,.;DL.Y V.rl d I'1 ,`1R CCDES OF — — — _-- - 1"X10" FRIEZE BOARD — II II N 7- V ° O ARCHITECT NEW ROOF OVER EXISTING DECK REVISIONS D E S C R I P T I O N 44T T I I I-NEE PROPOSED BRICK CHIMNEY FOR NEW FIREPLACE IIII 2852 2852 a _ASPHALT SHINGLE ROOFING ii REMOVE EXISTING VINYL SIDING NEW CEDAR PERFECTION�� -SHINGLES 'Tr Trr1Tr_�I 2442 ,n u II NEW CEDAR PERFECTION SHINGLES ui NJ T — I z W w C) < 0 E L E F T S I D E E L E V A T 1 0 N O 00 4 SCALE: 1/4" = 1'-0" W z ct W 0 Qz F- o �- REMOVE EXISTING WOOD o cr wW FRAME CHIMNEY CHASE Q EXISTING RIDGE PROPOSED RIDGE w ( r�. -- W cQ 0 12- c/) NEW ROOF OVER n Z U EXISTING DECK O NEW CEDAR PERFECTION SHINGLES NEW TF :D 18210 18210F FT IM, 7' _� I 1 0 8'-0" PLATE HEIGHT 8'-0" PLATE HEIGHT nloo 6'-8" T.O. WINDOWS 6'-8" T.O. WINDOWS _ PROPOSED 36' HI CABLE 3052 FWG 11-4 3052 RAIL (TYP) 00 EGRESS EGRESS 00 30410 30410 30410 30410 30410 30410 30410 3J'410 EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS EGF ESSj U-11 a T� T.O. SECOND FLOOR - T.O. SECOND FLOOR NEW CEDAR PERFECTION SHINGLES SH NGVES EXISTING VINYL SIDING NEW CEDAR PERFECTION iL Charles M . Thomas 9'_0" PLATE HEIGHT 9'_0" PLATE HEIGHT 7'-0" T.O. WINDOWS 7'-0" T.O. WINDOWS a r c h i l e Ci PO BOX 817 JAMESPORT, NY 11941 (631) 727-7993 b FWG , 80-4 PROPOSED 36" HI CABLE a FWG1�200-4 FW 1][0 FWG 11]-11-4 RAIL (TYP) PROJECT 0 30510 24510 24510 0 EGR a a a T.O. FIRST FLOOR .0. FIRST FLOOR m ELEVATIONS z � z � 7N do co 01 DATE: DATE: Ll�__ LL 11 PROJECT No. DRAWING BY. C.M.T. CHK BY. RE VE D� S Ir � EXISTI G C FOUND WALLz � �� DWG No. W_ 002 _Ku 2 OF E REAR E L E V A T I O N 4 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. EXTEND EXISTING DECK 3'-6" 3'-6" :- 7 36" HIGH CABLE RAIL Ij - v I a U. SYSTEM —� U 36" HIGH RAIL 1, PER NYS CODE ,. �i /�j/ ARCHITECT 57'-10" DN. REVISIONS D E S C R I P T ION EXISTING REMOVED EXISTING DECKING D E 'C K EXISTING DECK FRAMING TO REMAIN Im NEW DECKING AS SELECTED PER PROPOSED WOOD o OWNER FRAME STAIR TO GRACE a 17'-2" I< 00 z wS I LINE OF CANTILEVER DN. 18'-4" J m 14'-1" 14'-9" ABOVE FWG 12080 FWG 2080 24510 24510 FWG 12080 30;10 o (2) 11 7/8" ML (2) 11 7/8" ML (2) 11 7/8" ML 10 WITH 1/2" STL I I WITH 1/2" STL I FLUSH HDWITH 1/2- STL R — LJ ( I u� 1N —FLI-TCH�lUSH-HD&� FLITCH FLUSH HDR FLITCH FLUSH HDR 4"X6" POT TO7 -.0 rn FOUNDA ION = I z 19'-0" 17'-4" I 12'-7" BELO KITCHEN AND I o 3 16 ML FLUSH RELOCATE , I l o K I T C H E N 5'-0 4'- " F A M I L Y 10- r R 0 0 M I LIVING 000 oN M MI( L°w I�r NEW MASONRY R 0 0 M to I 0D 0 NEW 16" TJI JSTS FIREPLACE I NEW INFILL FLOOR3 o~ 0 16" OC o ® w I GLASS DOOR PER NYS ENERGY w II z I 1 r I o ►- I FRAMING ABOVE z CODE W/ FRESH AIR INLET. I F- L °' 0 3 _ 18" MASONARY HEARTH j I I j w II o� °' ® ® _z �j _� o 1 \� 3 r' L — — -I I I 4"X6" POT TO F ® = w c2 N = I I I FOUNDA ION I ® ® a Z.I iv EXISTING COLUMN REMOVE EXISTING BELO w I _ 7"X18" PARA LAM FLUSH A I I —TO REMAIN — — —COLUMN — — — r I .i ^ N E—L `V \ LINE OF EXISTING I�I �� I N \ WALLS TO BE 2670 (3) 16" ML FLUSH _ o REMOVE BXIS NG REMOVED (TYP) N REMOVE EXISTING STAIR UP 1 '`� ui DOOR I 4 EXISTING CELLAR STAIR TO REMAIN NEW STAIR TO SECOND FLOOR c'6 0 DOUBLE 17R. DN.,0 DINING � — REF AttO z ,�� — _ — 14R. w R 0 0 M r W ( - � I 11 3070 = W LJ� I �LfO ;;� o cwn M LL �1� ,� I II POCKET DOOR D O o' F O Y E R " 2'-3- I— ;,, F�AY ,�oUTILITY 00 .1 Z 4"L� 16'-1" O o ira REMOVE EXISTING PRE FAB 00 W.1. i•• w FIREPLACE AND FRAMING LINE OF PROPOSED WALL cl) CLOSET ^ ABOVE Fl 17'-4" I (3) 16" ML FLUSH Z 6'- I I I o Q M 1 A L if 2'_O" W o I— 24A 4 2442 0 1470 30 0 1470 0 3856 3856 3856 2' �— . o 0 2"X8" rr 2"X8" rr J I r, 1 I ., I ® 16" OC. 0 16" OC. x °�° M U D 0 �`��'�' DN. ill ;� W W REM VE EXISTINF R N 2" 6" CJ N o I 00 ROOM ci o FRON ENTERY STOOP " OC _ N I o > O N r I N > 10 36" RAIL N ® CC W L — — — — — — 10" PERMA CAST COLUMN (2) 1HR. RAT-D O o 4" POURED CONC LANDING AN 1470 30 0 1470 x 5/8" TYPE X S EETROCK n z STEPS W11H BLUESTONE CAP r 04 WALLS & C SLING LL 0z (2) 2"x10" HDR I RIPS Er G A A G E 2"X8" C G. JOIST r r 10" PERMA C ST ® 16" OC. R-30 INSUL. COLUMN (2'1 �n M N 2"X8" rr 0 16" OC. 2"X8" rr 0 16' OC. 4" POURED CON LANDING AND STEPS WITH BL ESTONE CAP FIRST FLOOR ADDITION �4" POURED COICRETE SLAB II OVER 6 MIL. P LYETHLENE 11 718 SF II VAPOR R COMPACTED P ROUS FELL II GA AGE ADDITIONII II 274 SF N SII II N N NII II N o 11 I 11 < EEI ICAL DETAI o HEE DOWNS II2-2"x1 HDR II 1 9080 0.1- . DOOR 6'-01" 8'-24„ 5'-0" 15'-2" 6'-0" 5'-3" 3'-11" 6'-9" 6'-9" 14'-2j" 10'-1�" 25-38" 13'_6" 12' 0" Charles M ■ Thomas a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT F I RST FLOOR PLAN SCALE: 1/4" = 1'—O" FLOOR PLANS DATE: PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. I&M-FOU 3 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. a I p U. O ARCHITECT b r REVISION D E S C R I P T ION 22'-21" ll'-234" NEW ROOF OVER 36" HIGH CABLE RAIL EXISTING DECK SYSTEM PER NYS CODE 10" PERMA CAST I COLUMN (2) 23'-2" I 2"X10" RR @ 16" OC. \\ I 2"X10" RR ® 16" OC. \\ I �o B A L 0 N Y 17'-2" 6'-4" �_ I ( 8'-7" 8'-7" 3'-4" 0° 0 2"X10" CJ ® 16" OC. lx � 8'-1 x( 10'-44" iv 10'-11" 5'-3" 3'-11" EGRESS E� s� EGRESS I ' N 30410 30410 30410 30 10 1 3 52 FWG 1 0611 305 v) TENP GLASS TEMP GLASS EGRES EGR SS 30 10 — -X12" .®-16-OCr — --2"X12_R1_® 16" -04.\\ EG ESS cl 21' 4" N (2) 11 `/8" ML = 1 LINE OF 9-0" — — N WITH 1/I2" STL / FREESTANDING I. / CLG c \ FLITCH FISH HDR / 0 TUB 00 �I \ I / BEDROOM \ �1 �� / 0 W \\ MASITER BEDROOM / ;' �TO�BELOW:2 c' z X / I N p LL w w � /I \\ // MASTER =o - MW V\ J I O O N \ I / B A I I °° 0 o 0 _ _ (2) 14" ML RIDGE _ _ _ _ O N LINEN (pI II II II N Mw W 2668 - II II II N Z W IIREC RIi00M II = w o� O I N E N \ N d.w af LES) —V— — x I � � LLI 03068�, o N 0 �. 2668 II II II � O � � 2668 2668 ® = Q L 2068 2668 � ; II II II II � rn Q DR. I SII IIS SII af IIS I D N X 0 i I I o I ; NII IIS SII II C�lI I I II N M B E D �< o o MNIS = — = SIN NIS = — = SIN N (� = I 00 — N N N LINE F 9'-0" z / / LG O — W.I. I I W.1. 1 I I W J �o�� �' 0 �I w ElI — I If CLOSET I� I CLOSET I — �j/ I — — — — I — LIN[: OF 8'-0" I z CLG O H2'- III I II II II 9'-5" I 9' 3 II 00 -11 6' PL HT III 6'-6" PL HT III I III 6'-6" PL HT — — 5'-8" 11'-4" ( 1 LL-fi \\) .,I 1 :1 1' I. —_—_—_ —_ 45-_— _—_—_— —_-244Fz — — 0 = — 0 v REMOVE EXISTING 2442 2442 A 81 3852 3 52 3 52 31.52 WINDOWS. NEW WINDOWS 6'-O�" 8'-2j" 8'-2j" 6'-11 i" I 4'-5" 4'-0" 5'-0" 1 4'-0" 5'-9" 2'-0"1 0 AS SHOWN 5'-0" 6'-0" 5'-3" 4'-3" I DORMER ROOF FRAMING DOMER RO F FRAMING NEW ROOF 1 2X8 RR ® 16 OC X8" R ® 16" OC BELOWto II II II IIS II ao NEW ROOF x N` BELOW a� ' � D II N II II II II II LINE OF PROPOSED WALLS BELOW II II Charles M . Thomas OC. 2"X8" rr ® 16" OC. 2"X8" rr ® 16" 1 11 II a r c h i t e c t SECOND FLOOR ADDITION 1 I I i PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 639 SF 11 PROJECT 11 II 11 II SECOND FLOOR PLAN CELLAR PLAN SCALE: 1/4" = 1'-0" DATE: PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. 19- 004- 00 4 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. rj ® d. L ARCHITECT REVISI S E S C R I P T I ON 27'-3" 11'-8" 6'-5" 4'-3" 19'-2j" EXTEND EXISTING DECK 3'-10" 3'-8" 6'-4" 5'-8" 3'-8" 4'-1" 3'-4" 3'-8" 4'-8" 3'-8" 2'-9" 2'-2" 2'-1" 12"0 SONO TUBE ON 24"x24"x12 FOOTINGS 7'-84" 7'-84. E (MUST BE RGIN SOIL) I I I UP I I I I I I I I I I 2) 2"X12" ACO GIRDER I- r - - - - -I - - = I -I - - I L EXISTI G POSTS AND GIRDER I I I I I 57'-10„ I I Z I I TO REAMIN 6"X6" ACQ POST II EX STING DECK TO R AMIN a a PROPOSED STAIR UP I I I o TO DECK YQ F- U I- _ I I I I I I I a� I I I NCO III o O Yc0 — z~ cavil'w ® — — —I— — — I I I x I CL — , _I_ r — I I G nioo II J L i 0' 5'-0" - (2) 2"X10" ACQ GIRDER EXISTING I EXI TING IMSTING EXI TUN EXI TING 2"X12" ACQ LEDGER BOARD M- 3046 30A.600 II 6-58" 7'-3" � _ _ _ _ _ _ 0 26'-5" U 11'-4" 6'-1" 3 8" REMOVE EXISTING OVERHEAD I I W c� DOORS. NEW INFILL FRAMING Z 0 o EXISTIN AND WINDOWS AS SHOWN I I w B A H I o o 2'- of CL 0" Z I W 10 o aF EXISTING FLAT ROOF DECK ABOVE = = zo I N L-a EXISTING FRAMING TO REMAIN I i o � °' ;�, N REMOVE EXISTING ROOFING AND I _ I o < Q O ?: •. �� SLEEPERS TO EXISTING PLYWOOD 0 �— O uj z 04 U) xI •':fin :, w 22'-s" JF o i L Ld 11'-4" 4" 6'-1" ? Q I N I Z z �z I Z I F I= Q 1 N w I n_ N x — O PROPOSED CONC BA EJ �� �o Q Of EXISTING I w I p o w 0 FOR NEW FIREPLACE c�oF��9 (� z 2 C A R I 10 z 0 � ^ of W s% (xm _ 0 GARAGE _ � Q Q 17 : ¢ ao x - I p Q a o _ — .--��o n wl �`' EXISTING POURED LNC 0 I r7 o SLAB TO REMAIN 1 I 0 � Q PROPOSED DIRECT VENT GAS HMi _ XoI 1HR. RATED Lx 0 Z rWn Z BURNER ( ¢I 5/8 WALLS & CEILING NGOI K I �/ , Q O 00 STORAGE a 11._7,. 7 �0 0 Z z M `� R 0 0 M 0W — "'w� z� EXISTING CELLAR m U T I L I T 'Y ( Iml 3 1/2" STANDARD, STEEL PIPE COLUMN 0 Z U R O O M ON A 30"X30 X15 DEEP STAIR TO REMAIN 00 I POURED CONCRETE FOOTING. (TYP) x - - - � Q� < ! e L ( 2'-0" ANCHOR AND BOND TO 7.DU 12'-11" 9'-1" �I 14R 16'-9" UP 22'-6" WI #5 REBARS 012• — 3024 OPENING (TY ICAL) F ( •' 140VERPOURED MIL. POLYETHLE ESLAB 1 I ��W 0z 12'-10" ~� VAPOR BARRIER ON WELL 8 POURED CONCRETE FOUNDATION z ( I CRAWL RE OVE EXISTING I I COMPACTED POROUS FILL I WALL ON 8X16 POURED CONCRETE 0 FRON ENTERY STOOP — -� I F ®Z FOOTING. N E W SPACE ;r, I I I `�' rn ;•. I 8" POUR D CONCRETE — — — — — • * cO o '� 2" POURED CONC ;�: I NEW Q I I WALL ON 8"X16" POUR — — — — — — —. 8" POURED CONCRETE FOUNDATION — I SLAB — — — — — •" x „ ., I .: c' FOOTING. WALL ON 8X16 POURED CONCRETE I I .•,:. — — — — — — — — FOOTING. ADJUST FOUNDATION �...: .':::..,�...,::• . ...:;:.,.:::•::::'`.�: =: ::• ;:.�:,:r.•: ,:,:.:. ACCORDINGLY TO MATCH EXIST. FIN. —•— — — — — — — — — FLOOR ELEVATION (TYPICAL) Q I I o — — —, —,— — —4 .:: .•:,�.. 4" POURED CONCRETE SLAB :.•:.;. ......� ._..:.•:.•:. :..:.:.... •.tb'' •••••':; .'.. I OVER 6 MIL. POLYETHLENE VAPOR IER ON LL . I COMPACTEDRPOROUSIFILL I I a z 4" POURED CONCRETE SLAB I _ OVER 6 MIL. POLYETHLENE I N F Charles M Thomas VAPOR BARRIER ON WELL I N I I N o COMPACTED POROUS FILL 1 a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I I PROJECT "t 8" I 10'-8" 1 84i F O U N D A T I O N P L A N I r• I DROP FOUNDATION WALL I ° TO MEET SLAB SCALE: 1/4" = 1'-0" I L CONTINUOUS FOOTING _ J FOUNDATION PLAN DATE: 9/10/14 -4 9'-3" -4�' PROJECT No. DRAWING BY. C.M.T. 13'-6" 12'-0" CHK BY. ADDITION ADDITION DWG No. [9-FO-0-51-U-01 5 OF Lamm.— THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. T d f JC.) N A d J d 0 rr WRW �� �'�� ARCHITECT II J ROOF •, �� I �ttny I I I 1 Jr-rr REVISION ESCRIPT I ON � -1-1nY 1 1 �t-inY 11-1n'V 1 I 1 I LAV I LAV I 1 LAv EXISMNG BATHI W.C. HOUSE HONER 1 I I I I TUB I TUB I I I SECOND FLOOR ' TIT � I -1-IAN I I FRESH AIR INLET LAV I W.C. SINKI� I WASHER 1 I I FIRST FLOOR o CONNECT TO APPROVED P.V.C.PIPE PITCHED AS PER N.Y.S.CODE F.A.I. &SANITARY SYSTEM PLUMBING RISER DIAGRAM SCALE: N.T.S (2) 14" ML RIDGE TYPICAL ROOF CONSTRUCTION ASPHALT SHINGLE ROOFING OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"X12" ROOF RAFTERS 0 16" O.C. 12 2"X6" COLLAR TIES MATCH EXISTING ® 16" OC ROOF PITCH ui 2"X12" CJ ® 16" OC. U SET © 9 ABOVE SUBFLOOR R-38 INSULATION L 5/8'GYP. BD. FINISH Ld W TYPICAL ROOF CONSTRUCTION T. &S. 3 COAT JOB (TYP) _ fn ASPHALT SHINGLE ROOFING TYPICAL WALL CONSTRUCTION I— 0 OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. U 2"X10" ROOF RAFTERS ® 16" O.C. - CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X i PLYWOOD SHEATHING ON 2"X4" WD. STUD; 0 16" O.C. R i R-15 INSULATION O a, PROPOSED R E Q R O O M W TYPICAL FLOOR CONSTRUCTION z r W 3 16" ML MATCH EXISTING SECOND FLOOR ELEVTION ( ) FLUSH 16" TJ JSTS. 0 16"O.C. O Q IT L W/3/4" PLYWOOD SUBFLOOR Z 2"X8" CJ 0 16" O.C. Y — O 1 HR. RATED �5/8" GYP. BD. FINISH 5/8" TYPE X SHEETROCK " L &S. 3 COAT JOB(TYP) TYPICAL WALL CONSTRUCTION < < WALLS & CEILING 2"X4" WD. S-iUDS 0 16 O.C. CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X Q R-15 INSULATION PLYWOOD SH ATHING ON 2"X4" WD. STUDS 0 16" O.C. v TYPICAL WALL CONSTRUCTION R-15 INSULATION WC/� < 0 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD PROPOSED X P R O P O S E D z PLYWOOD SHEATHING ON 2" " WD. STUDS 0 16' O.C. v X40, O R-15 INSULATION P R O P O S E D II L I T Y K I T C H E N � O O M TYPICALFLOOR CONSTRUCTION Z U GARAGE MATCH EXISTI G FIRST FLOOR ELEVTION O ° REMOVE EXISTING DECKING AND FLAT ROOF O FURRING. STRIP EXISTING SHEATHING TO JOISTS. 4" POURED CONCRETE SLAB NEW 3/4" PL DOD SUBFLOOR OVER 6 MIL. POLYETHLENE _ _ _ VAPOR BARRIER ON WELL R-21 INSULATION EXISTING JOISTS TO REMAIN EXISTING GRADE COMPACTED POROUS FILL 1HR. RATED 5/8" TYPE X SHEETROCK 8" POURED CONCRETE FOUNDATION WALLS & CEILING EXISTING FOUNDATION WALL TO REMAIN WALL ON A 8" X 16" POURED 4"M oLL uv POR BARRIERSLAB E X I S T I N G CONCRETE FOOTING G A R AG E 0 EXISTING FPOURED CONC SLAB EXISTING GRADE SEC TI ON Charles M . Thomas SCALE: 1/4" _ , _o" a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT SECTION DATE: 9/10/14 PROJECT No. DRAWING BY. C.M.T. CHK BY. DWG No. FA I- O06 -FOO 6 OF THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS s 60 RAFTERS AND CEILING PIPING — R602.7.2 STUCTURAL MEMBER ALLOWABLE y ADEFLECTION e .b N JOISTS OR APPROVED TITTOP PLATES RAFTERS W/ GREATER L/180 y! o SLOPES THAN 6 W/NO TOP PLATES ROOF TRU SECOND STORY TOP PLATE— TABLE 3.1 Fl TACH CEILING WWff MM ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALCE���IN STUD INTERIOR WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS � OF STUD DEPTH MEMEBERS DIAMETER 40% — WFCM SECTION 3.3.1.1.1 NOTCHING PROVISIONS 1 3 SPAN 1 3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL 5 8" MIN. TO EDGE EXT. WALLS W/ PLASTER OR H/iso OF STUD DEPTH STUCCO FINISHE „ / / d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE a y (ALL PANEL EDGES) WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES CL T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 NOTCH MUST NOT EXCEED 5/8" MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED) WITH FLEXIBLE(o) FINISHES FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be TOP PLATE SEE WFCM SECTION 3.3 permitted to be taken as o.7 times the cn OR BLOCKING WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NO" deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES F' b. For cantilever memebers, L shalt be taken as twice the Ienght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE ) BE LOCATED IN THE SAM of the cantilever. WALL CROSS SECTION OF CUT OR 5/8" MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DOUBLE AND NO MORE THAN TWO walls of sunroom additions or patio covers, not supportingSUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON lass or sandwich panels, the total load deflection ot edge of AND SO BORED Cn LAP JOIST 3 IN. MIN. CUT INTO STUD — 9 p BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of O BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall o OR BLOCKING _ 16d NAIL AT 24" O.C. IW THALLED WFCMI TABLE03DANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/,2D TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION W 00 SILL PLATE JOIST , SECTION 3.4.3. 1 .1 FIGURE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF • CRAWL SPACE • 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD SECTION 3.4.2.1 .1 FIGURE 3.3 A OR BASEMENT SUBFLOOR EDGES ANDEMB' 0 CA ON ALL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS • FOUNDATION MONOLITHIC FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS SLAB—ON—GRADE FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS p" LATERAL BRACE AT 6 O.C. 0 TYPICAL MALL *'� Uj FLOOR 8c ROOF FRAMING57<1 NON—BEARING WALLS: 8602.6 �� � 8c (2� FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) � o JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (n Uj (� FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE E TRUSS OR CEILING JOIST 0 LLJ FASTENER SPACING —A SEE STUD TO RAFTER z3: Q FASTENER 2 FEET 4 FEET 6 FEET SECTION A C PPLE�TUJ OR STUD TO STUD DETAIL GABLE END TRUSSPANEL SPAN < PANEL SPAN < PANEL SPAN ig PANEL SPAN BLOCKING7T PINEC TYPE 4 FEET 6 FEET 8 FEET 1/2' SPACING—� ENDWALL ONNECTORS U � 2 FEET A A R QUIRED ALLOWS 2 1 2" 6 16" 1 i6" HOLDDOWN NAILS 12" g" 10-8d WOOD SAEWS INSTALLATION HEADER STUDS -----FULL LENGTH 5d COOLER NAILS AT 10" O.C. 2 1 2" 8 16" 16" 16" 12" DOUBLE A A WA STUDS C I— Q ( �) NOTE: 2"x4" BLOCK NAILED TO EACH WOOD SREWS ATIHARDWARE ° ° CORNER STUD UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS CONNECTED TO BLOCKING a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN ° o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD z (HDU) AT BOTTOM OF HEADER STUDS IN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° ° NOTE: SIMILAR N UP ADDITION TO CONNECTORS AT Q W c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. o CONNECTION AT CR IR R WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7 O.C. ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP z 0 Ljj d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE NAILS COMMON 0 _ ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° NAILS AT 6` D.C. FLOOR BRACING AT END BAYS WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL END WALL TYP I CAL FRAMING AND UPLIFT 10-8d NAILS QUj (i e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) ( WFCM FIGURE 3. 7b CONNECTIONS FOR OPENINGS QwSUBFLOOR / ry , 8d NAIL AT 4 O.C. ENDWALL STUDS EXTERIOR WALL STRAPPING SCHEDULE Uj AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES I I FACE OF FOOTING CEILING BRACING GABLE ENDWALL NAILS RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST Qf w 12" MAX. ( WFCM FIGURE 3. 7a) RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER V 8-8d TO STUD CONNECTION LL- "' SHEAR WALLD ON 2-8d TO PLATES I , O � FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD CONNECTION %"i ' �� TOP PLATE U w STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD `: � o PROVIDE RAFTER TO 4-8d TO PLATE ° H NO CEILING RIDGE TENSION STRAP NOTES: ° ° H/2 BUT NEED OT •'' CENTER 2x BLOCKING RIDGE HANGERS IF p DIAPHRAGM USE 8-8d COMMON NAI S .y� j H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° EXC ED 15 FT. AX. EXCEED 40 FT. MAX. EACH END OF 1 -1/4 N ° 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR SAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND HOLDDOWN ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. (HDU} o ° ° CONNECTED TO Z NAIL PENETRATION INTO FRAMING IS ACHIEVED. ° ° ° TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS C G * INSTALL THROUGH FIRST FLOOR SHOE. ° O DOUBLE FLOOR TO FLOORFOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING ° ° ATUHARD ARE CONNECTION PREFERRED METHOD RAFTER Q of w 8d NAIL AT 12 O.C. ON a HOLD DOWN ALL FRAMING MEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z 20 GA. STRAP— W (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16d NAIL AT RIDGE BEAM 1 ►> WIDE MIN. 3.7a & 4.7b) PHD5 24.. O.C. RIDGE TENSION STRAP DETAIL_w/(8) 8d NAILS TABLE R301 . 5 NOTESCZ A U N EACH SIDE t'•-- 0 FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. i SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING T O.C.NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER 20 SQUARE INCH AREA. T A B L E R ,301 . 5- -- O. ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN Q EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE `-WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO .�..r NAILING SCHEDULE (TABLE 3.1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) r WCFM HIGH WIND EDITION . � FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE Z A OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. U S E + GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONG TIE HDU 6" O.C. ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 CI) LU S i m p s o n Strong — Tie SIZE PER MOST RECENT '1A INCHES,PANEL ( INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. LU ® d A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT A35— Chimney Framing ® TABLE 8301 . 2. 2. 2. 1 ° EDGES) ANY POINT ALONG THE TOP DECKS 40 V ® - e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 3 ROOF RAFTER RIDGE DETAIL- DEAD LOADS PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L 00 ACCORDANCE WITH x ® TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 0 3 SCALE: N.T.S. NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED (TABLE 3.1, WCFM 2:001 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ROOF CEILING ROOF CEILING c LOAD REQUIREMENT. o DEAD LOAD DEAD LOAD HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS W FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 a WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ROOF ONLY 1.0 1.2 ALL FRAMING MEMBERSTRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES /AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ,ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ROOF PLUS ONE STORY 1.0 1.1 ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 P. e FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL ED(GES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 Simpson Strong — Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1. AREAORTFRAMEDCOPEN NGS IN ACCORDANCE WITHUsECTION 07S1TAND AY EXTERIOR CORNER FRAMINGACCESSIBLE BY A - DOWN 2 CORNER BRACING DETAIL 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. 3 SCALE: N.T.S. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. i TABLE 3.2 B WFCM 2001 HIGH WIND EDITION) g p prescriptive approach using the (TABLE 3. 1 WFCM HIGH WIND E D I TI 0 N The design of this structure is based upon , SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT wood Frame Construction Manual (WFCM) 2001 SBC published by The American NAILING SCHEDULE ONNEC IONS D Forest and Paper Association. Non- Structural lements are based upon the New G E N E R A L N 0 T E S: York State RESIDENTIAL CODE Januar 2010. MAX. ANCHOR BOLT SPACING (INCHES) y 1 • o ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance With all state, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances NUMBER OF NAILS NAIL SPACING having jurisdiction and best standards of construction 0 JOINT DESCRIPTION 1/2" ANCHOR BOLTS 3o sheet no. 1 All non engineered lumber to be Douglas Fir#2 or better practice. LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 Wind Limitations-Section R301.2.1 P \�'' - I ,�,�y` 4-8d PER RAFTER The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE 13OL ARE BASED ON ASSUMPTIONS UPLIFT. IN TABLE 3.2 Design Criteria-Section R301.2.1.1. See Table R301.2.1.2. for Wind-Born Debris to all work performed on this project. ' 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE 9 ( Protection Fastening Schedule For Wood Structural Panels 2. The Contractor shall verifyall conditions at the site. Any f CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. 9 ) 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR Dead Load-Section R301.4 & R 301.2.2.2.1 discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Light and Ventilation-Section R303 responsible for corrections not re CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL 9 P ported once he has started work CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 except for hidden job conditions. z Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED 6-Sd PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Sanitation-Section R306 equipment incorporated in the work will be new, and that all work BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 2-16d EACH ENO SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a. TRIM BOARD TO RAFTER END-NAILED OR PANEL SIDING FOR 8d COMMON NAILS Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING (SEE NOTE 1) INCHES D.C. Exit-Section R311 precautions and programs in connection with the work, and he 2-16d (SEE NOTE 1) PER FOOT Landing-Section R311.5.4 shall not be responsible for the contractors failure to carry out v TOP PLATE TO TOP PLATE FACE-NAILED 4' PERIMETER 16 E Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE EDGE ZONE F Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by Cn TOP PLATE AT INTERSECTION FACE-NAILED E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents w 2-16d 24' O.C. INTERIOR ZONE 16 Guards-Section R312 and/or the building as designed without the expressed written o F / 9 9 P STUD TO STUD FACE-NAILED Smoke Alarms-Section R313 consent of the Architect. HEADER TO HEADER FACE-NAILED l6d 16" O.C. ALONG EDGES E GABLE ENDWALL RAKE AND RAKE TRUSS plastic-Section FR314 5. The contractor and all subcontractors shall maintain continuous F Flame Spread and Smoke-Section R315 insurance coverage statutory (END-NAILED 2-16d PER 2X4 STUD g y policies {Worker TOP OR BOTTOM PLATE TO STUD l ) E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316 3-16d PER 2X6 STUD F= NAIL SPACING AT INTERMEDIATE SUPPORT'S IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 Compensation, etc.) and general liability in an mount not z 4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 less than $ 5 million and automobile liability and damage o I� SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. coverage not less than $ 2 million. The Architect shall be Lnn 2-16d SEE NOTE 1,2 PER FOOT 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Protection Against Decay-Section R319 \ /� named insured on any and all policies. > � FACE-NAILED ( MEMBERS WITH 0>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous ch 000 FLOOR FRAMING To 6 INCHES Q. C. Site Address-Section R321 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 insulation at all perimeter sills. 4-8d PER JOIST MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 7. All wood in contact with concrete or masonry to be Wolmonized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. Flood Resistant Construction-Section R324 or pressure creosoted. 2-8d 4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 8. A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED EACH END MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED in each bedroom, on all floors and shall be all interconnected per code. TO 3 INCHES 0. C. Foundation-Chapter 4 3-16d EACH BLOCK Design based upon presumptive load bearing values of sandy gravel and or gravel 9 All bathroom without operable windows to be mechanically ventilated BLOCKING TO SILL OR TOP PLATE TOE-NAILED at 3000 pounds as per New York State Code. 3-16d EACH JOIST TABLE 3.10 WFCM 2001 HIGH WIND EDITION 10. Heating to be designed to provide 70 degrees F. with outdoor LEDGER STRIP TO BEAM FACE-NAILED per square foot. Contractor to consult Arcitect if different soil materials are THREE SECOND GUST found upon excavation, designed air-temperature of 0 degrees F. and 15 MPH wind. 0 JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST WAND SPEED(MPH) 85 90 100 110 120 130 140 150 P 11. All electrical work to be in accordance to the rules and or test hole, for alternative footing and foundation wall design. 3-16d PER JOIST E F E F E FIE FIE FIE FIE F E F regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is BAND JOIST TOJOIST END-NAILED SHEATHING RAFTER Foundation Notes: to be presented to the Owner at the completion of the job. W r BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 12. Plumbing Installation to comply with State and Local codes 0 SPACING OR 10 0 BOX NAILS (INCHES O.C.) wesand the sewage disposal system to meet Health Department standards. W INCHES ROOF SHEATHING ( (SEE NOTE 1) OC) 8" poured concrete foundation all, 8-0" high, 3000 # test N 13. Do not scale drawings. Use figure dimensions only. W LU 12 6 121611216 12 6 112 16 112 1612 12 12 Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York 8d (SEE TABLE 3.10) INTERIOR 16 6 12 6 12 6 12 6 1216 1216 12 s 12 612 16"x8" poured concrete wall footings, 3000# test Ener g 12 1 12 6 1 6 1 6 12 6 12 6 122 Energy Conversation Construction Code. All glazed area to be double STRUCTURAL PANELS ZONE 19.2 24 21.2! 2-1 3/4 x11 7/8 Microlam Girder (or 3 1/2"x11 7/8" Power Beam) glazed and all exterior door to have insulated cores. DIAGONAL BOARD SHEATING PERIMETER 16 6 12 6 12 6 12 6 112 22 6 2 6 6� 6 6 _CL6 6 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as indicated on these plans exceeds z W 2-8d PER SUPPORT EDGE 19 2 2 1 , , Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. Q 1"X6" OR 1"X$" ZONE 24 12 4 4 , , 30"x30"x12" deep poured concrete column footings, 3000# test 16. These drawings and specification are instruments of service and j 1"X10" OR WIDER 3-8d PER SUPPORT GABLE ENDWALL RAKE OR RAKE TRUSS W ooKour aloac s 6 6 6 6 s s 63 4 4 - - - - CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the project for > O GAME ENDWALL RAKE OR RAKE TRUSS W/O RAKE OVERHANG s s s s s 6 6 6 6 6 6' s' s' s' 6' 6' Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made is executed or not. They may not be used Q CEILING SHEATING BOARD SHEATHING on any other project except by written authorization of the Architect. r 1 „ SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8 above finished rade 17. Architect has not been retained for site supervision, on-site �-/ 5d COOLERS 1 EDGE 10 FIELD " GYPSUM WALLBOARD / TRUSS MINIMUM NUMBER OF 8d COMMON NAILS g inspection and certifications as required or requested b the Owner, SPACING OR 10 0 BOX NAILS PER SUPPORT All footing to be carried down to undisturbed SOII P q q y Q WALL SHEATHING (SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing contractor or local building department. f 1 X 6 OR 1 X 8 SHEATHING 12 - 19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Pour no concrete on frozen ground or in freezing water. O J 8d (SEE TABLE 3.10) 1 x is -C LARGER SHEATHING 12 - 19.2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3umns. �( STRUCTURAL PANELSBackfill hall not be placedagainstthe wall until the wall has sufficient (•-- �l FIREBOARD PANELS E= NAIL SPACING AT PANEL EGOE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS 6d 3" EDGE / 6" FIELD CINTERMEDIATE O )INCLUDING THE 4 FEET ON EACH braced to prevent damage by the backfill (Section R404.1.7.) 1--- 7/16„ FOR ROOF SHEATING WITH 4FEET OFF PERIMETER EDGE OF THE RO,SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS 25/32' 8d 3" EDGE / 6" FIELD 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND z /5d COOLERS 1" EDGE 10" FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' D.C. Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD I ' f 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-HW02 0 W FOR COMMON NAIL HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B z Q 8d SEE TABLE 3.11 Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: PARTICLEBOARD PANEL ( ) (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4" plywood subfloor, fasten per Table 3.1 WFCM. SSTr28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Lv UJ - Floor joists: see Foundation and Floor Plans, spacing as noted. NOT:--.S FOR SPACING DIAGONAL BOARD SHEATING WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Fasten per Table 3.1 WFCM. U210 2X6 2-8d PER SUPPORT LOADS EXPOSURE C 2-2x6 ACO sill with termite shield and sill seal. '3ILL PLATE TO RIM JOIST USE: AT EACH RAFTER W SHEATHING LOCATION 1"X6" OR 1"X8" Finish floors per agreement. 43P•'• 16" O.C. AT EXTERIOR PERIMETER Q N 3-8d PER SUPPORT BRACING WALL PERMITER MAXIMUM NAIL SPACING ��ND GARAGE HOUSE COMMON WALL1/2" 1■X10„ OR WIDER STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS Wall construction - WFCM Prescriptive Method. LSE (4)-8d NAILS AT EACH END 4-10d X 1 FLOOR SHEATHING (SEE NOTE 1) Wallframing and finishing shall be nailed and or screwed in accordance with K_ INH (SE NOTE 3) (1/2" ANCHOR BOLTS) WFCM, Table 3.1 table 3.3B,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 GkRAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS 4" EDGE ZONE 16 E 6 1x6 fascia, wrap SSP CONNECTOR AT 16" O.C. NOTE' 8d 6" EDGE / 12" FIELD F 12 SEE NOTE 2 Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS E g Vinyl vented soffits. 10d 6" EDGE / 6" FIELD INTERIOR ZONE 16 F 6 Vinyl vented gutters and leaders. Siding: see Elevations. GREATER THAN 1" Tyvek housewrap. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2'� X 5'� LAG DIAGONAL BOARD SHEATING 1/2" plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. MTS 36, 16" O.C. " TABLE 3.11 WFCM 2001 HIGH WIND EDITION) � USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER 1"X6" OR 1"X8" 2-8d PER SUPPORT 2x4x Studs ® 16 o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board MSTA 36, 16" O.C. 1"X10" OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE C THREE SECOND GUST 5/8 Type X GWB in garage. (2) layers J' GWB at fire partition IAND SPEED(MPH) 85 g0 100 110 120 130 140 150 1/2" MR GWB in wet areas USE (4)-8d NAILS AT EACH END 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS STRUCTURAL.SHEATMI) At least one window in each sleeping room shall comply with the exit re irements Simpson Strong-Tie P 9 P Y q RAFTER TO STUD CONNECTION USE: 0 E FIE FIE FIE FIE FIE FIE FIE F of section R310. MTS 36, EACH ROOF RAFTER U210 2X6 H- N NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING STUD Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS figure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST z ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (INCHES OC) OR 10 0 BOX NAILS (INCHES O.C.) SHALL BE USED TO MAINTAIN THE LOAD PATH. (SEE NOTE 1) Follow exterior corner framing detail figure R602.10.5 H7 EACH ROOF RAFTER Q 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 6 1216 12 6 12 12 12 12 12 12 4-10d x 1 1/2" v � ZONE 16 s 12 s 12 s 12 s 12 s 12 s 12 s 12 s 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE: TO BE REDUCED TO 1-6d NAIL PER FOOT. 24 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section F'8S44A FOR EACH POST PERIMETER EDGE 12 6 12 6 12 6 12 -§-L2-6 6 6 12 6 12 R905.6 ZONE 24 12 12 iz i2 6 12 s z s 2 Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON I C44 FOR EACH POST SIMPSON H-8 USE W/ONLY 5 " „ BOARD SHEATHING OR LAP SIDING For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- � w ANCHOR BOLT (14 ) percent slope), _ 0 'L 5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER (.BIRDER TO DECK JOIST CONNECTION USE: Slm SOn Stron Tle u to four 4 units vertical twelve units horizontal 33 -percent sloe p g 4- 8D TO PLATE PLATE IN BP-3 PLATE TRUSS MINIMUM NUMBER OF 8d COMMON NAILS P ( ) (12) ( P P ) AITS12 ® EACH JOIST 7" MINIMUM EMBEDMENT SPACING OR 10 0 BOX NAILS PER SUPPORT underlayment • U210 2X6 (EVERY STUD) STUD TO SI (SEE NOTE 1) (INCHES OC) shall be two 2 I rs applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: .° ATTACH T (SEE ANCHOR SCHEDULE, U X 6 OR i X 6 SWAnMO 12 - 24 z z z z z z 2 2 2 2L21 2 z z 2 2 ( ) PP g PP y ( ) P � AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) i x 10 OR LARGER SHEATHING 12 - 24 3 3131 3 3 3 3 3 3 3 3 3 3 3 3 3 Of PS720 (ALIGN WITH JOIST BELOW) underlayment felt layers with and starting at the eaves , fastened sufficiently to SIMPSON E= NAIL SPACING AT PANEL EGDE (IN) hold in place. PORCH POST TO GIRDER USE: PS720 ■I■■� „ F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the eave apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: o, 5/g HDU 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FET EDGE ZONE ATTACHMENT H2.�A AT EACH ROOF RAFTER „ (14) SDS Y4" X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. overlappingr C" ° 7" MIN EMBEDMENT 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2 ° ,�r( G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four (4) units vertical in (12) units. TYPICAL, P 0 R C H / D E C K LEDGER U N SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED •° ;A. .° °4 A-3.2 FOR LOCATION) 4o TABULATED R COMMON NNAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B AIL Ice Protfction (Section R905.2.7.1) CONNECTIONS Q.�' °' • �' (MINIMUM DOUBLE STUD) Underiayment in High wind (Section R905.2.7.2) O M ' °•o.°° a ;° L, SIMSON STRONG - TIE Flashing (Section R905.2.8) °!1ASTU Y2 BEARING PLATE A ,° 1 1/4 COIL STRAP - 16�� O.C. Chimney and firespaces - Chapter 10 •�>• ' , ° ,'° °• c a °• „ MechaEnernical calicienChapterh12 11, see attached report _ DOUBLE 2X MIN. FOR HEADER OR ° .'° .•° ° a' l� A. o ,° STUD, .- ,° a � .� ° General Mechanical System - Chapter 13 T �' " ° , ° • , ° , ° Heoitng and cooling equipment - Chapter 14 , BEAM -�• ° ° ° c . ° c °. °da 11 ° a ° Exhaust Sustem - Chapter 15 ■ Duct System - Chapter 16DOUBLE TOP PLATE ROOF RAFTERS Simpson Strong-Tie Air - Chapter 17 ■� Z_ a °• a71,%.1,t,.°• �a I .° SSP Plumbing - Part VII AT EACH POST o - ,� , ° himneys and Vents Chapter 18 �' °• SEE PLAN o -� Cn 1 3/4" IMUM �° °.�.'_°% a "' EDGE DISTANCE ,•4° a.°° e Hr_;'',DiER LSTA21 Q FLOOR TO FLOOR ° Simpson Strong-Tie _ U KING STUDS CS20 1%" COILED Y2" THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 JACK STUDS OVERLAP AT EACH CZ L■, SIMPSON STRONG - TIE do / SND Ib 1 1/4" COIL STRAP - 2"MINIMUM CNW NUT COUPLER 16" O.C. USE 4-8D SIDECOVER li ° NAILS AT EACH STUD ° I MIN EDGE MIN OVERLAP IS 12 JACK FO SIL ®� b DISTANCE* RT2.5 SIMPSON STRONG-TIE •�- = . {w` 1r "° 'a %�•' •:: •° '• o•'e MIN EDGE SHEET NO. H8 OR 1 1/4" COIL STHD8 ° : :�,•,a:'' DISTANCE* STOCK FLOOR TO FLOOR Simpson Strong-Tie ' WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMED OPEN!I N G EXTERIOR WALL C 0 N N E C TI 0 N S: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR INSTALLATION SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS COMPONENT REScheck Software Version 4®6.0 Compliance Certificate Project Quartararo Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Wuneweta Road Jay Quartararo Charles Thomas Nausa Point, NY Charles Thomas Architect 206 lincoln st Riverhead, NY 11901 631 727 7993 Compliance: 0.6%Better Than Code Maximum UA: 178 Your UA: 177 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 718 21.0 0.0 0.044 32 Ceiling 1: Flat Ceiling or Scissor Truss 718 38.0 0.0 0.030 22 Wall 1:Wood Frame, 16"D.C. 576 15.0 0.0 0.077 34 Window 1:Vinyl Frame:Double Pane with Low-E 135 0.360 49 Wall 2:Wood Frame, 16" o.c. 164 15.0 0.0 0.077 5 Window 2:Wood Frame:Double Pane with Low-E 98 0.360 35 Compliance Statement: The proposed building design described here is con ' ent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin as b en desi to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Vers .6. and comp) it the mandatory requireme is listed in the REScheck Inspection Che klist. 1 / - N me- i le Signature V Date Project Title: Quartararo Residence Report date: 05/19/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\QUARARARO.rck Page 1 of 6 CREScheck Software Version 4.6.0 �(J Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section E Plans Verified FieldVerified # Pre-Inspection/Plain.Review Complies? Comments/Assumptions; Value Value & Req.ID _ 103.2 ;Construction drawings and ;❑Complies [PR111 documentation sufficiently S =❑Does Not :demonstrates energy code z compliance for the building 3❑Not Observable ; envelope. ;❑Not Applicable ; 103.2, ;Construction drawings and ❑Complies 403.7 :documentation sufficiently Y !❑Does Not [PR311 :demonstrates energy code ;compliance for lighting and ,❑Not Observable , mechanical systems.Systems ;❑Not Applicable ;serving multiple dwelling units I must demonstrate compliance s , 'with the commercial code. ? 403,6'-11' Heating and cooling equipment is;, Heating. Heating: ;❑Complies I sized per ACCA Manual S based ' Btu/hr ' Btu/hr ;❑Does Not •'a n.a;;on loads perACCA Manual J or ; Cooling: Cooling: other approved methods. Btu/hr Btu/hr ;❑Not Observable ' ;❑Not Applicable ; •r i , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2•; Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: Quartararo Residence Report date: 05/19/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\QUARARARO.rck Page 2 of 6 2010 Ne+ni York Foundation,Inspection Complies?. Comments/Assumptions, " Energy 303.2.1 ;Exposed foundation insulation ;❑Complies [F011_l? protection. ;❑Does Not ;❑Not Observable ❑Not Applicable 403:8 Snow melt controls. ;❑Complies [012)2 ` UDoes Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Quartararo Residence Report date: 05/19/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\QUARARARO.rck Page 3 of 6 Section ° plans-Verified Field"Verified # ' Framing%Rough-16 liispection Complies? Comments/Assumptions Value- Value' 402.4.4 ;Fenestration that is not site built p ❑Complies [FR20]1 lis listed and labeled as meeting _ ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ,IOUor has infiltration rates per NFRC ,❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. _ _ I 402 4: ,IC-rated recessed lighting fixtures j❑Complies [FR16]2 ';sealed at housing/interior finish f ❑Does Not ;and labeled to indicate&It;={r 2.0 ❑Not Observable_ cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, " '` . IE]Complies [FR13]1 !air handlers,filter boxes,and ❑Does Not ;building cavities used as return I]Not Observable ducts are sealed. ❑Not Applicable 403:2:3; ;Building cavities are not used as o j❑Complies [FR15j3 ducts or plenums. �,❑Does Not ❑Not Observable J❑Not Applicable 403.3 - HVAC piping conveying fluids ; R- R- ;❑Complies [FR17]2° j above 105°F or chilled fluids I I T❑Does Not below 55°F are insulated to R-3. ;❑Not Observable ,tig ;❑Not Applicable 403'.4;. 'Circulating service hot water ; R- ; R- ;❑Complies [FR1'8]2 1 pipes are insulated to R-2. I I T❑Does Not ' - 1 } ;❑Not Observable ❑Not Applicable 403.5W`,, )Automatic or gravity dampers are )❑Complies [Fi219]?'";installed on all outdoor air ❑Does Not 'intakes and exhausts. ' 9 o"3❑Not Observable ;." ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2•. Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Quartararo Residence Report date: 05/19/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\QUARARARO.rck Page 4 of 6 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy'; ' 303.1 c;All installed insulation labeled or ;❑Complies [IN13]2 `,4' installed R-values provided. :❑Does Not U ,❑Not Observable ❑Not Applicable Additional Comments/Assumptions: r 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Quartararo Residence Report date: 05/19/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\QUARARARO.rck Page 5 of 6 Section ° Plar►s Verified Field Verified. ,--Final Inspettioh Provisions¢ Complies? C6mments/Assurriptions Value ', u Value 402.4.2, :Building envelope tightness ACH 50 = ACH 50 = :❑Complies 402.4.2.1 !verified by blower door test result: :❑Does Not [FI17]1 !of&lt;7 ACH at 50 Pa.This I requirement may instead be met :❑Not Observable : via visual inspection, in which : ;❑Not Applicable ; ;case verification may need to occur during Insulation ; Inspection. 403.2.2 ;Duct tightness via post- cfm : cfm :❑Complies : [FI411 !construction with maximum :❑Does Not 4011 ;leakage of 8 cfm to outdoors,or 12 cfm across systems. For ;[:]Not Observable rough-in tests,verification may : ;❑Not Applicable ; !need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems : and 4 cfm without air handler. 403:1..1" J Programmable thermostats ;❑Complies [3FI91, 'linstalled on forced air furnaces. ❑Does Not []Not Observable ' I❑Not Applicable 403:1:2,• ;Heat pump thermostat installed ; < ❑Complies [FI10]2 ° :1 on heat pumps. Does Not ❑} ;❑Not Observable : J❑Not Applicable 403:4 ICirculating service hot water ❑Complies [FI1�]2 :systems have automatic or ❑Does Not jacce' manual controls. z. ssible '❑Not Observable } f �.•_: ,❑Not Applicable 401:35 ' , Compliance certificate posted. ❑Complies : [FI712 (❑Does Not ❑Not Observable -;❑Not Applicable 3033' _;Manufacturer;Manufacturer manuals for ❑Complies [FI1813 ,mechanical and water heating ❑Does Not `' equipment have been provided. ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: ti 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Quartararo Residence Report date: 05/19/15 Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\QUARARARO.rck Page 6 of .6 i LVJ Energyunser veMon ConotrucUon Coo Energy Effocooncy Insulation . Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor sHOc Window 0.36 Door :Heating&Gooling Heating-System: Cooling System: Water Heater: Name: Date: Comments