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HomeMy WebLinkAbout32937-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33629 Rte: 04/02/09 THIS U~a{TIFIES that the building ADDITION Location of Property: 1700 NAUGLES DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Taxx ~4ap No. 473889 Section 99 Bl~k 5 Lot 22 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Applicakion for Building Permit heretofore filed in this office dated APRIL 16, 2007 pursuant to which Building Pern~it No. 32937-Z dated APRIL 25, 2007 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 UNHEATED SECOND FLOOR ADDITION, FOR STORAGE ONLY, AS APPLIED FOR. The certificate is issued to SPIRO & CYNTHIA PYLARINOS (OWNER) of the aforesaid building. COUNTY DEPARTI~E~T OF }{~kLTH i%PPRO~KAL N/A EI~EC'~RIC3%L C7~RTIFIC3%THNO. 3053088 03/13/09 PLIERS C~TIFICATION DA'£~U N/A Rev. 1/81 F°rd~'N°' 6 TOWN OF SOUTHOLD B~D~G DEP~TMENT APPLICATION FOR CERTIFICATE OF OCC~C~ This application must be filled in by t~ewfiter or ~ ~d subdued to the Building A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Pla~'mg 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. ~ /' New Construction: Old or Pre-existing Building: Location of Property: [ "7 (t~) (.~ [~ t~Vt"J C ] ~ B House No. Street OwnerorOwnersofProperty: ~) Y(-~/~B~ ~ Suffolk County Tax Map No 1000, Section ~5p q, Block Subdivision Permit No..- ate of Permit. Health Dept. Approval: (check one) Hamlet Filed Map. Lot: ~ {' Applicant: O' /~X Underwriters Approval: Jv , planmng Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) ?~nt SignatureJ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 __ ---~ CERTIFIES THAT Upon the application of upon premises owned by SPIRO ELECTRIC 201-07 NORTHERN BLVD BAYSIDE, NY 11361, SPIRO PYLARINOS 1700 NAUGLES DR. MATTITUCK, NY 11932 Located at 1700 NAUGLES DR. MATTITUCK, NY 11932 Application Number: 3053088 Certificate Number: 3053088 Section: 1000 Block: 9905 Lot: 22 Building Permit: BDC: NS11 Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 13th Day of March, 2008. Name QTY Rate Rating Circuit Type Miscellaneous new service and install fixtures in attic Alarm and Emergency Equipment Sensor I 0 Wiring and Devices Switch 3 0 Receptacle 1 0 Receptacle 2 0 Fixture 4 0 Service I Phase 3W Service Rating 300 Amperes Service Disconnect: 1 Service Disconnect: 1 Meters: 2 100 cb 200 cb CarMon/Smoke General Purpose GFCI General Purpose Incandescent seal I of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32937 Z Date APRIL 25, 2007 Permission is hereby granted to: SPIRO & CYNTHIA PYLARINOS 1700 NAUGLES DR MATTITUCK,NY 11952 for : UNHEATED, UNFINISHED SECOND FLOOR & SOLAR PANELS ADDED TO AN EXISTING SINGLE FAMILY DWELLING at premises located at County Tax Map No. 473889 Section 099 pursuant to application dated APRIL Building Inspector to expire on OCTOBER 1700 NAUGLES DR MATTITUCK Block 0005 Lot No. 022 16, 2007 and approved by the 25, 2008. Fee $ 420.80 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION  FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [~'~FRAMING (~TRA~IN_~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIFIE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION R'MARKS: DATE / I "~ ~'- o 7 INSPECTOR ~ //~'~'-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~~ [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ [ ] ROUGH PLBG. [ ] INSULATION ~"'F I NAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: FIELD I~SPECTION REPORT [ DATE I COMMENTS FOUNDATION (1ST) ii4-0' (ff2~h.,4.~ ~ . - ROUGH F~G & ~S~ATION PER N. Y. STATE ENERGY CODE ~DITION~ COUNTS oR~VI~ NAUGI..g5 io¢ N/O/F' SUR.VEY FOR~2: ~~ SPI~O' PILARINO$ ~ ~(q*i ~o~ o~ ~ou~oL~ ~~NO~ ~y . J N.~. &/~. ~. ~ ~ ~ and app~ a~ ~ J /3~ ROANOKE ~VE Tb ~. J J ~IV~EAD, N.K I1~01 ~-I~0 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NYU 1971' TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c 5- , 20 07 , 2on 7 Expiration /0~ ff , 20~ PERMIT NO. 3o~q 3 7~ Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,207 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months al~er 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 additi,~n six mo,uhs. Tberca£ter, a new permit shall oc 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, Suflblk 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 cod~bxousing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( C~gnature of a~pli~.({ or name, ifa corp~ation) 1'7oo (Mailing address o~'applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises q e ~ ~.~(~ ?//~-I (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section O fl ? Block Subdivision Filed Map No. (Name) Lot Lot 22 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ! ,~'/q-M//- )/ b. Intended use and occupancy / /~flcF~/Zy 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units .~ if garage, number of cars Addition t2~ Alteration Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ! 7. Dimensions ofexistin~ structures, if any: Front (c~8, ~- Rear ~ ~- Z _Depth Height_ /.5- - 0 Number of Stones 0.'~' Dimensions of sa,me structure with alterations or additions: Front (_.o 8, 2. Rear Depth_ ~-.2.. 2. Height. .Z~ - / Number of Stories 8. Dimensions of~ntire new construction: Front ~-~ -o Rear ~ 7 -O Depth Height 25 % /" Number o~ St-~-rie~- 9. Size of lot: Front /OO Rear /c~9 Depth Z8 B 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO ~ 13. Will lot be re-graded? YES__ NO / Will excess fill be removed from premises? YES__ NO tiff' 14. Names of Owner of premises Name of Architect Name of Contractor Address 130o /,~4o~1~1 fit[ PhoneNo. Address ' ' Phone No~ Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO t,'Xf * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 2C 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) Sql ~OX~O ~) ~[ ]~ ["~ I ~/Of being duly sworn, deposes and says that (s)he is the applicant (~ame of individual sign/ng contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and beliefi and that the work will be performed in the manner set forth in the application filed therewith. ;o S Notary Public NOTARY PUBLIC, STATE OF Nc~N YOflK NO. 0 llq)$O14'D'8 BS-O1-E~ 09:48 SOUTHOLD BUILDI~ DEPT 1631765958'2 F~I Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FORM Yes EXEMPTIONS: A. Does this project mcct thc minimum standards for clas~ificalion as an Agficulinral Projcct __.. .~_. Note: If you armwer~l Yes to any of the above, · 8tram-water, Gmdhl0, Oraln~ & Erosion Control Plan is ont friCTIONS REOIJ]I~NG TIlE SUBMZ$$ION OF A STORM.WATER. GRADING. DRAINAGE & ERUS]OI~! ~O]NTROL PI.AN (~RT,VIKD BY A Dlz. S[GN.PROFE$SIlONAL IN TI.]~ STAT~ OF N'~V YORK. It~m Number; (A Check Mark (/) for each question is required fnr complete application) Yes No 1. Will th~s project retain all Storm-Water Run-off' generated on Site? (This will include all nm-off created by site clearing and/or co6struction aoti~itiea as well a~ all Sit~ lmprovcment~ and thc pcmlancnt creation of impervious surfaces.) Will ~his project require any land tilling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic lrards of material within any parcel? 3. 4. 6, 7, Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet of ground sudacc or rnur~? Is tb_~e a Natural Watur conic rurmjng through the site or is this project wilhin One hundred (100) feet of wetlands or a beach? Will there be ,site preparation on slopes which e~cccd lifictm (15) feet of vertical rim to One hundred (100) f~ct of horizootal distance? Will drivewnys, parking areas or other impervious ,surfaces direct Storm-Water Run-off into arid/or in thc direction of a Town Right-of Way? Will this application require the pla~emem of matmiul, removal of vcgclatlon and/or thc .consimetion of any item within tl~ Tow~ Right-of-Way or mad shoulder area? (This item doea not include tM Instgl~o~ of driveway aprons.) 8. Will throe be site preparation within thc one hundred (100) year floodplain of any watercourse? Nofe: If any answer to qumsticus~me through V~ht is lll~tWed ~ a ch~ck mas in tM Box, a $tonn.wat~, Grading, Oraina~ & Erosion Control Plan it required and mu~t be sulanittod for mvisw prior to ie~uanc~ of any buildln9 p~rmiC STATE OF ~ YORK, .~ . cou rr oF ......¥ .......... ~ ~t ll~She ~ ~e ~ ,~.~.~....~[~~ ¢ ............................................................................................ O~ ~ ~p[~t~ of ~ ~er o~ aM ~ duly su~d~d to ~o~ or We perfor~ the ~id n~ file ~ ~licafion; ~t all male~n~ co~in~ in ~is ~li~tlon are Roe to the ~ of~ ~owl~ge ~d work sill bc performed in thc rmnncr set forth in the application filcd hcrcwith. NAUOLE,~ DR/YE I00.00 . '~ IO0.O0 ~URVEY OF' PROPERTY' MATI'ITUGK TOWN OF ~OUTIfOLD .SUFFOLK COUNTY NEW KORK NAUGI..1 5 io¢ SURVEY FOR SPIt~O' P?LA RINO$ A T MA TTI TUCK TOI~IN OF SOUTHOLD SUFFOLK COUNTY, iV. Y. TAX ll~4P NO. I000- 99-05-~ SCALE: I "=30' MAY 22, 1989 LmNO $UR V~ N.<S. LIC. NO. J /51~ ) 727-7!18 1~9~ RO~OK~ ~VE RIVERHfAD~ N.Y, II~OI P--I~..:I in G;~rdance with the mid standards for title ~urmye oe mtabHdmd b the L L A, I.,, 8. and app~ecl and acl~t~ fo~ ,uch um by lira I~, York S~te Lo~ Title ANockst~. SHARP . MULTI-PURPOSE MODULE O¢ WATT NEXT6ENERATION. BREAKTHROUGH PERFORWIAN£E. POLY-CRYSTALLINE SILICON PHOTOVOLTAIC MODULE WITH 208W MAXIMUM POWER This poly-crystalline 208 watt module features 12.8% module efficiency for an outstanding balance of size and weight to power and performance. Using breakthrough technology perfected by Sharp's 45 years of research and development, these modules use an advanced surface texturing process to increase light absorption and improve efficiency. Common applications include office buildings, cabins, solar power stations, solar villages, radio relay stations, beacons, traffic lights and security systems. Ideal for grid-connected systems and designed to withstand rigorous operating conditions, Sharp's ND-2OSU 1 modules offer maximum power output per square foot of solar array. MULTI-PURPOSE MODULE WATT Specifications and design are sub)eot to change withou{ notice. the absence of confirmation by product manuals, Sharp takes no responsibility for any defects that may occur in equipment using any Sharp devices. Contact Sharp to obtain the la:est product manuals before using any Sharp device. Distributed by: Empire Electric Co., Inc. SHARP 1613 63rd St., Brooklyn. NY 1 t 204 C~ 718-232-1555 Fax: 718-234-0484 Sharp Electronics Corporation · 5901 Beloa Avenue, Huntington Beach, CA 92647 e-mail: bill@empireelectric.com Tel: 1 800-SOLAR-06 · E-mail: sharpsolar@sharpuna.com · www.$harpusa.com/solar Cover photo: Solar installation by Pacific Power Management, Auburn CA 5SD-208-805 ©2005 Sharp Electronics Corporation Printed in the USA TOWN OF SOUTHOLD OFFICE OF BUILDINGINSPECTOR TOWN ~LL SOUTHOLD, NEW YORK CERTIFICATE OF OCCUPANCY NONCONFORMING PREMISES THIS IS TO CERTIFY that the NO. Z 12552 June 12, 1984 /_~/ Laud Ix/ Building(s) f~_/ Use(s) located at 1700 Naugles Drive Street shown on County tax map as District 1000, Section Lot 022 Mattituck Hamlet 099 , Block 05 · does[not,conform to the present Building Zone Code of the Town of Southold for the following reasons: the ~roperty has insufficient area. There is a non-conforming second dwelling on the ~remises. On the basis of information presented to the Building Inspector's Office, it has been determined that the above nonconforming ~X_--/Land /ZY~ Building(s) /_--/Use(s) existed on the effective date the present Building Zone Code of the Town of Southold, and may be continued pursuant to and subject to the appli- cable provisions of said Code. IT IS FURTHER CERTIFr~D that, based upon{ information presented to the Building Inspector's' Office, the occupancy and use for which this Certifi- cate is issued ls as follows: one-story dwellin9 with attached two-car 9arage & breezeway, and a second one-story dwe'lling and accessory shed. The property is in the 'A' Zone & has access to Naugles Drive, a Town maintained road. The Certificate ~ issued to of the aforesaid building. WILLIAM D. LOWE Suffolk County Department of Health Approval no record UNDER~rftITERS CERTIFICATE NO. no record NOTICE IS HEREBY GIVEN that the owner of the above premises HAS NOT CONSENTED TO AN INSPECTION of the premises by the Building Inspec- tor to determine if /he premises comply with al! applicable codes and ordin- ances, other than the Building Zone Code, and therefore, no such inspection has been conducted. This Certificate, therefore, does not, and is not intended to certify that the premises comply with all other applicable codes and re~ula- Building inspector OWNER MER OWNER ,.y, - TOWN OF STRE~ /'7 0 L, s 5_-.: It $OUTHOLD ~OPERTY RECORD CARD VILLAGE E W~ZL k°To DISTRICT SUB. ACREAGE TYPE OF BUILDING LOT LAND 3o0 Z-~O0 Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Brushland House Plot IMP. TOTAL DATE REMARKS TOtal i '~ ~_X ?-. C~ -= !~..~,x ' , Bath M. Bldg. ,.i~ ~Z,~_~r~q_f ~7~ :~,O~) ~ Foundation [ < ~S:~ ~ x, ~ ~ TM ~ ~ Basement }, ,, Fl~rs Extension ~t. Walls ~ ,_.,:~; Interior Finish E~on ~::~ ~ ~O : ~<) ~ ~ , ,- ' Fire Place / He~ Porch Attic :r ~S< :~ ~-~-"] , ~, ~ -7Oz Porch Rooms 1st Floor Breezeway Patio Rooms 2nd Floor M. Bldg. ! ~ Foundation J Extension J 'f J ] Rn~Pm~nf J -~ Bath M. Bldg. Extension Extension Extension Foundation ~ Bath Basement j Floors Ext. Walls / ~ ~' ---T-~-terior//n Finish / Fire Place ~ + Heat / . ;CUPANCY OR SE IS UNLAWFUL IITHOUT CERTIFICATE }F OCCUF~ NCY CLI, ,!~ · Oh, OF NAILING & ~ ,? :~ECTION; REQUIRED. 3. iNSULATiON 'ETLON MUST ALL CONSTRUCTIOfl SHALL , FINAL - co[,~, ~ MEET THE R~UIREMENTS OF THE ALL CONSTRUC~ ION SNALL ME~T THE CODES DF NEW YORK STATE, REQUIREMENTS OF TH~ COOES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CoNSTRUCT[ON ERRORS, SOUTHOLD BUILDING DEPARTMENT CRITERIA OCCUPANCY CLASSIFICATION R-3 RESIDEhmAL - SECTION 310 SUILDING CODE N.Y.S. DWELLING UNIT- SEC~ON 310 - 310,2 HEIGHT FIRE AREA (st) TYPE OF CONS3~UC~ON DESIGN CRRERIA PRESCRIPTIVE FRAMING ELEMENTS DESIGN LOAD CALCULATIONS SEE SHEET 9 WINDOW AND DOOR SCHEDULE SEE SHEET 10 SEE SHEET 9 LOAD PA3~I RAILING SCHEDULE SEE SHEET 9 EGRESS SEE FLOOR PLAN PLUMBING RISER DIAGRAM FIRE PROTECTION SEE A3TACHE D RUSS DESIGN DRAWINGS ENERGY CALCULATIONS pURSdA;,;T TO 8r'CTt¢ . OF THE TOWN COD~J/I:)ER~RITER$ C,ERI'IFICAfE E~×I~TIN~ 2~ ~ A~ITION F~O~O.~E~ NOt~T~ ELEVATION f='ROf='O~ED J,,,'IE~T ELEVATION Z W Z ~Z F:'t~OF'O~t=~ ~OUTH t=! t=¥ATION A~ITION t=XI~TiN~ NE~I ~oo~ ~ ~ UTILIT'K EXISTIN¢ ~TOP..A~E RH EXISTIN~ 5~¥L ~HT PlNNIN~ '~,.1'.4 - EXI~TIN,~ C23 BEOP...OOI',.4 EXISTIN~ BATH t<l TC, HIEN m EXI~TIN~ EXI~TIN~ ~ -I Pt~OPO~E[~ 4"X4" AC,~ PO,~T C, ONNECTOP. ABU,~,~ TO 8" PC PIEt~ ON. BI¢ FOOT 20 (I"YP) EXISTINg/PROPOSED FIRST FLOOR PLAN ¢C.,ALE: .Y4" = I'-0" ~AII CON~T. ~P VINYL H~RITA~E HILL DBL 5" I ~ADITIONAL LAP OVI~R TT~EK ON %" G~X PL~ ~Z 12" ROUND TAPEt~J--D COLUI~fN BI,~ POOT 24 12" PIER 22'-2" CONT. RIDCE VENT LVL RIDGE 2"X8" DF CST ¢ h~" OCS UINHEA"FE.E;:' STORA®E 12 15 P--O0t::= CONST. FLOOR CONE, T. 'x45" FIXED INSULA-DOI,,1P SK,"r'LICHT ~" PLY. Tt~, SUB FLR. ~LUED AND NAILEP OH I, NI 80 P.4. @ I,~" O.C. ? PHOTOVOLTAICS ~t/APPROVED HUf~RIOANt= STRAF~ TO ~ SOLAR PANI=L5 PLAT~ (SF:E SPI--ClPICATION5 SHEET) / 'X4" PLA ~ t: ,¢,0 (11~") inlOOD I BEAH PJ ~ 12" OC F'VOPTIONAL f ON EXISTIN.~ CJ (TYP) UTILI'FT' ~I'4 t--XISTIN~ ~ NEi,',t %" t~PE X tDATH t~XI~TIN® (5)2"X10" DP AREA EXISTIN¢ SLAB EXISTIN,,~ POtJNDATION &"X&" ACSG POST WI/SIMPSON ~ ~U&~ OONNECTOR PROM POSt TO ~" PO PiER (SEE 5PECSS. SHEET) SECTION A-A SCS.ALE, %" = I'-0" NO ~ CON H',¢.ACTOR TO VERIFY ALL EXISTIN~ I AN~ RI=PORT ANY DISCREPANCY '~ I"X&" AZEK FASGIA (~p) 0 a- <-~ }-0 Z~- EXIDTIN~ TO t~t~l""iA I N t~XI~TIN® NOt, TH ELEVATION ~C. ALE~ ,v4" -- I'-O" GENERAL CONSTRUCTION NOTES 1. The information on this set of construction documents is to relate basic design intent and framing details. They are intended as a cons~uction aid, not a subsPtufe for generally accepted good building practice and compliance with current New Yont state building codes. The general contractor is responsible for prowd[ng standard construction details and procedures to ensure a professionally finished, steJctural[y sound, and weatherproof completed product 2. General Contracfer to coordinate all sub confsactsrs, scheduling of work, and interaction batv~en trades. 3. Re general contractor is responsible for ensudng that all work and construction meets or exceeds cu~Tent federal, state, and local codes, ordinances and regulations, ets. These codes are to be considered as part of the specifications for this building and should be adhered to even if they are in vadance with the plan. 4. Dimensions shall take precedent over scale drawings (do not scale drawings). 5. The designer has not been engaged for consf~ucfion supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. Them are no warranties for a spedlfic use expressed or implied in the use of these plans. 6. Refer to floor plans, extedor elevations, and window schedule for types and ~zes of windows. All windows to be Andersen high performance quality or approved equal. 7. Door and window headers to align unless othenvise noted. 8. General contractor is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes. 9. General contractor to consult and coordinate wtth the owner and the plans for all boig in items such as bookcases, shelving, panby, closets, ets. 10. Provide hardwired smoke detectors, with battsry backup, on all fioom and in each bedroom, vedry with local code requirements as per Section R317, New York Slate Residential Construction Code. InstaU canton monoxide detectors as per code. GENERAL FOUNDATION NOTES 1. General contractor to review plans, elevations, and details to determine intended heights of finished floor(s) above typical grade. 2. All footings to rest on undisturbed soil 3. Provide ~" expansion joint matertat between ail concrete stabe and abutting concrete or masonly wstls occuatng in extedor or unheated infedor areas. 4. Concrete on 4" sand or gravel ifil minimum, with 6x6 - 10110 wire mesh reiofoming. Inteder slabs to be placed on 6 mil stabilized polyethylene vapor barrier. 5. Provide crawl space ventilation per local code requirements. 6. General contractor to install cop-r-rex (or copper) sheet metal termite shields GENERAL FLOOR PLAN NOTES 1. Dimensions shall take precedent over scale drawings (do not scats drawings). 2. All infedor walls to be covered with ½ gypsum board with metal comer relnfeming. Tape, float, and sand (3 coats). 3. Walls common to garage and house to have a layer of 515", fire rated gypsum board at garage side with 5'-0" return on adjacent walls and ceiling. Manufactured lumber requires 2 layers of PI8", Pre rated gypsum board. 4. Ail bath and toilet area wails and ceilings adjacent to wet areas to have water resistant gypsum board, or wall file set on wonderboard or equal. THESE NOTES ARE GENERAL CONSTRUClTON NOTES. THEY ARE NOT SPECIFICALLY WRITTEN FOR THiS PLAN. THEY ARE TO BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. GENERAL FRAMING NOTES 1. All walls, 2x4 and 2x6, to be stud grade or better 16" o/c. All other framing mafedal to be ~ douglas fir or petter. 2. Ail wood framing in contact with concrete or masonry to be pressure treated. 3. Provide double floor joists under all walls parallel to Poor joist span direction unless ofherwise specified. 4. Provide x-bracing er send blocking at a maximum of 8'-0" o/c for all dimensional lumber floor joista. 5. Floor consf~uction: ~" tongue and groove plywood subPoor. Finished matedal to be applied over subfloor. Glue and screw plywood decking to Poor joists. 6. Ali window and door headers to be minimum (2) 2xlP unless otherv,~se specifieq. All intedor headers to be (2) 2x18 unless nthe~wise specified. 7. Provide full solid blocking under all beating walls. 8. All beams to have adequate bearing at each end or as specified. 9. All flush beam and joist intersections to have galvanized hangers. I g. A typical structure that is designed as a "Partially Enclosed Building" shaJl have exterior walls and roof to be sheathed with ~" extedor grade plyweed or ~" OSB plywood, group 1, APA rated. Plywood to span over all plates and headers. 11. Provide insulation baRes at eave vents between totem 12. Exterior flashing to be co~ectly installed at all connec5ens be[ween roofs, walls, chimneys, projections, and panef~atians as required by approved consflac~on prances. 13. General conb-actor to provide adequate attic ventilation and roof vents. 14. Provide appropdate soffit ventdahon at overhangs. GENERAL PLUMBING NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and safety requirements. 2. If wall plates or joists are cut during the installation of plumbing fistums or equipment provide bracing to fie framing back together. GENERAL HVAC SYSTEM NOTES 1. Mechanical subconitactor is responsible for adhedng to all applicable codes and safety requirements. 2. HVAC subconflactor to felly coordinate all system data and requirements with the equipment supplier. 3. HVAC subcontractor to provide final system layout drawing and submit it to general contractor, owner, and equipment suppher for final review and approval. GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 and 1995 SSC High W~nd Edition Wood Frame Construction Fasteners and Connectors for Wood Frame ConsthJction I. A continuous load path bet~en footings, foundations walls, floors, studs and roof flaming shall be provided. 2. Approved connectors, anchors and other fastening devices not inoiuded in the Standard Building Code, Tabts 2306.1 shstl be instated in accordance with manufacturer's recommendations. 3. Metal plates, connectom, screws, bolts, and nails exposed direcffy to the weather or subject to salt corrosion in coastal areas, shall be stainless steel or hot dipped galvanized. 4. Where windows and doors interrupt v,~od atmctural panel sheathing and siding, flaming anchors or connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each side of opening. 5. Ridge straps shall be attached to each pair of opposing rafters except where collar ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair 6. When a structure is designed as a "Pargally Enclosed Building" uplift connectors shall now require 20 gage strapping with slx 8d nails provided at each rarer beadng. 7. Floor to floor hold-downs to be provided every 48, and every 16" within 4' of extedor 8. Sill Plate to Foundation Anchorage: Sdl plate shall be ancbomd to the foundation with anchor bolts having a min. bop diameter of 5~8" and 3" x 3" x 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ masonry feundeitons. Anchor boJta shall be located within 12 inches of comers and at spacing not exceeding 4 feet on center. N AILIM G SCHEDULE TABLE 3,1, INCLUDING 3,3 AND 3 9 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAM IblG RAFTER TO TOp PLATE TOE NAILED 8,.0- WALL: 3-ad PER RAFTER 10'-0" W ALL: 4o8d PER RAFTER CEILING JOIST TO TOP PLATE TOE NAILED 8'-0" WALL: $-8d PER JOIST :TABLE 3.7 I ,1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL RAP I~R SPACING 16" OIC ROOF PITCH ROOF SPAN I 12 2( 2E 36 3:12 5 11 14 4:12 4 8 11 5:12 3 7 9 7:12 3 5 6 9:12 3 4 5 12:12 3 3 4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP~ 11 ICE SHIELD UNDER- AS PER MANUFACTURER'S LAYMENT REQUIRED SPECIFICATIONS I STATE CODE FLOOD HAZARDS TABLE 3.4j 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL ,RAFTER SPACING 16" OIC I 120 rnph FASTEST WINDSPEED ROOF ROOF NUMBER PITCH SPAN (ft) OF NAILS 24 28 32 5:12 12 28 6 32 7 36 7 6:12 12 18 3 2O 4 24 32 6 36 7 16 3 2D 4 32 6 DESIGN LOAD CALCULATIONS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ipef) EXTERIOR BALCONIES 6( DECKS 4( I SNOW IGROUND SNOW LOAD SEISMIC ~ ~c~/.~?~'~:~ ,"~ WIN~ E~OSURE ~GORY O Z STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION WINDOW AND DOOR SCHEDULF MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OC SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0 < 4'-0" WIDE SPAN TABLE 1609.t.4 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION. ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wi #8x3" (wi WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW{~ 16" O.C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#10x 1 Y2" (W/WASHERS) MACHINE BOLT @ 12" O.C. WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 4'4)" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'4)" SPAN. NOTE ADDITIONS: 2x4 STRONG-BACKS @ 24" OC ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w! WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" ALTERNATIVE FOR OPENING PROTECTION TABLE 1609.1.4 1.2 C23 C23 CX14 CX14 AN251 AN41 30X4~ CASEMENT CASEMENT CASEMENT CASEMENT AWNING AWNING INSULA-DOME SKYLIGHT 10 5 25.8 -34.7 50 10 4 25.9 50 10 5 25.9 50 10 4 25.9 -28,1 35 10 4 -28.1 35 14.9 -23.7 50 ALL WINDOWS TO BE ANu~EN HIGH P~PORMANCE OR APPROVED EQUAL CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT1.0 WITH 120 mph BASICWIND SPEED. AS PER 'TABLE R 301.2 (2) NEW YORK STA~ BUILDING CODE. ALL NARROLINE WINDOWS MUST USE: OTES MUST HAVE DP UPGRADE KIT. I MEETS NY STATE EGRESS REQUIREMENTS ;FOR HABITABLE SPACE. ICUSTOM GRILLES - SEE ELEVATIONS 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4" DP UPGRADE SILL STOp. (SILL STOPS TOTAL A 1-1/4" HEIGHT AND REQUIRER TEE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) 'ALL UNITS MUST MERIT OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED. ANY MULLED UNITS MUST MEET OR EXCEED 11.5 ~MES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBS~ATE. ALL EXTERIOR GLA23NG MUST MEET AS~NI E 1996 ~ST REQUIREMENTS AS PER NEW YORK STATE RESIDEN31~L CONSTRUCTION CODE. REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. O ~ONNEC~ION SIMPSON STRONG-TIE RIDGE B RAFteR/PLATE/STUD H7 SIMPSON CS20 21" LOI I HEADER/JACK S~JD CS20 t2. LONG E S'IUD/PL~E/SILL CS20 36~ LONG S'I~JD/p LA~E CS~2O 16,, LONG PLA1E/SILL LPT4 SIM H TOP PLATE SIMPSON CS20 21' L( SIMPSON H3 ~ POST ~ ~ P.C. FOOTING 2ND. FLOOR WALL STUD -- ~) 2ND. FLOOR WALL STUD-- -~ ~ 1ST. FLOOR WALL STUD-- ~ 1ST. FLOOR WALL STUD-- ~ ~ W ~ERYSTUDO~RHDRS~ ~ W R'MBO~D~ ~ ~ RIMBO~D , · SIMPSON L~4~ ~ ~FLOOR TO FLOOR ~FLOOR TO FLOOR ~ STUD/P~TE/SILL ¢ STUD/P~TE P~TE/SILL ~POST A~ 2"X&" Di= ~ONT. t~IP~E VENT LVL t~ID~E oC 12 I 5 t~.OOF C.,ONST. AfR, CHI I t--CTUP..AL COMPOSITION SHIN~.LES 15'~ BLD~ PAPER I,N/(~CE) ICE,/P, IAT~f~ SHIELD ¢ EVES AN~ VALLEYD ON ~f" ¢PX PLY. ON ~ APP~ ~F~ TO PLA~ TO 5~ ~IGANE CLIPS (SEE 5~EGIFIGATION5 ~EET) HALL CONST. ~P ¥1NYL t~t~I'I'A~E HILL DBL E" 'n~DITIONAL LAP OVER 'PT'VEt(.. ON ~/e" CSX PLY ~Z UNHEATE:P STOMA®T= FIXED INDULA-DOME SKYLICHT FLOOt~. GONST. ~" PLY. T,*¢ SUB FLR. ~LUED AND NAILED PHOTOVOLTAIC, ON l,',ll SO F.J. @ I~," O,C. SOLAf~ PANELS pL/AppI~.OVED HUt~J~'.IcANE ~ TO / 2"X4" PLA~ ~ &O (11~") ~OOO I BEAM FJ ¢ 12" OO ~uPTiONAL f BT~N ON EXI~TIN~ ¢J (~P) (~,)2"XlO" Pi= HB,f. ~ PE~MAOAST 12" POUND TAPER,ED C, OLUHN UTILI'P¢ RNI EXISTINg, I,",,V NEI,~ ~ TYPE X O¥P DP E~ATH E~XISTI N~ O',¢E~HAN® At~.EA p'~OPO~. &"X&" 1')~ EC, TION A-A SCALE: %" = I'-O" NOT~=: CON I~<AOTOt~ tO VEt~IF¥ ALL EXISTIN~ CONDITIONS AND P4~PO~T ANY DISOP4-ZPANC¥ * I"X&" AZEK. FASCIA ('I'YP) / SOUTH ELEYATION