Loading...
HomeMy WebLinkAbout37653-Z � 'fCp Town of Southold 3/15/2018 P.O. Box 1179 53095 Main Rd Southold, New York 11971 f CERTIFICATE OF OCCUPANCY No: 39554 Date: 3/15/2018 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 535 Shore Dr, Greenport SCTM#: 473889 Sec/Block/Lot: 47.-2-16 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/7/2012 pursuant to which Building Permit No. 37653 dated 11/28/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING FRONT COVERED ENTRY AND REAR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Faria, Lauretta of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37653 08-25-2014 PLUMBERS CERTIFICATION DATED 02-13-2013 Geo e J Berry Jr Aim 0 ' Signature TOWN OF SOUTHOLD '51pi l BUILDING DEPARTMENT . TOWN CLERK'S OFFICE a SOUTHOLD, NY SM..* .�a 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 #: 37653 Date: 11/28/2012 Permission is hereby granted to: Faria, Lauretta 1911 Bedford Ave North Bellmore, NY 11710 To: construct alterations & additions to an existing single family dwelling as applied for At premises located at: 535 Shore Dr, Greenport SCTM # 473889 Sec/Block/Lot# 47.-2-16 Pursuant to application dated 11/7/2012 and approved by the Building Inspector. To expire on 5/30/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $658.40 CO -ALTERATION TO DWELLING $50.00 Total: $708.40 /I gt�� Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWNHALL -- 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor In writing to the applicant. C. Fees I. Certificate of Occupancy -New dwelling$50 00,Additions to dwelling$50 00, Alterations to dwelling$5;0.00, Swimming pool $50 00, Accessory building$50.00, Additions to accessory building$50 00, Businesses$50 00 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4 Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15 00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 525 4 House No. n Street Hamlet Owner or Owners of Property: f--l�C�l/�w��i a Far) I Suffolk County Tax Map No 1000, Section 4-7 Block p? Lot l t0 Subdivision a Filed Map Lot: Permit No. J (p,s3 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval. Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one Fee Submitted: $ Ali ty nature • *pF SOUr�,OI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 _roger.riche rt( -town.southoId.ny.us Southold,NY 11971-0959 Q �yCOU�m,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Faria Address: 535 Shore Dr City Greenport St: NY Zip: 11944 Building Permit* 37653 Section: 47 Block. 2 Lot: 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 150a Heat Duplec Recpt 19 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 5 Smoke Detectors 2 Main Panel 150a A/C Condenser 1 Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower 1 Range Recpt 1-50 Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt1-20 Emergency Fixture Time Clocks Disconnect 150a Switches 14 Twist Lock Exit Fixtures TVSS Other Equipment: 1-combination smoke/co detector, 1-exhaust fan, 2-paddle fans, 2-ARC fault circuit breakers Notes: Inspector Signature: Date: Aug 25 2014 81-Cert Electrical Compliance Form.xls y� C2 6 $ t • -ri, Fax(631)765-9502 Town Hall,53095 Main Road O P.O.Box 1179 $ Telephone(631)765-1802 Southold,New York 11971-0959 ��'� �a0 D [ECR,TM BUILDING DEPARTMENT D TOWN OF SOUTHOLD MAR 1 Q 2018 BMMING DEPT. CERTIFICATION TOWN OF SOUTHOLD Date: Building Permit No. —�)Jl 6 53 Owner: L A u 1Z e rPa VEIK O- (please print) Plumber: 9 leo vel e- J• 43 e-v-y -j die (please print) I certify that the solder used in the water supply system contains less than 2/10'f 10'/0 lead. (Plumbers gnature) Sworn to before me this day of e 20_a_ OPER Notary Puublicc,,Sta e-ot New York n No.OIL06070081 Qualified in Suffolk nly/n_ Commission Expires 7 /� Notary Public,ZIC County oF soaryo<o r # # 3 Z OUTFIOLD BUILDING DEPT.. 765-1802 PECTIONT [ ] ROUGH PLBG.' [ ] FOUNDATION 2ND [ J INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) REMARKS: C'-- DATE �� ` 1---INSPECTOR oF souryo6 AL H • io TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDA - K 1 ST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION AMI [ FRNG/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION .[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] TRICAL (FINAL) REMARKS: DATE �— 6 l3 INSPECTOR —A�l oF soulyo6 - `fib • � - `�'�ouHn,� - TOWN OF SOUTHOLD BUILDING .DEPT.' 765-1802 .1 NSPECTIO w- . [ ] FOUNDATION. 1 ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION- FRAMING/ NSULATION- FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ELECTRICAL (FIN REMARKS: DATE / INSPECTOR OF SO�lyo<o TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1.ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION [ ] ELECTRICAL (R H) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 / �3 INSPECTOR oF souryo6 /IMJ N /y TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION' 1-ST [ ] ROUGH PLBG:• [ ] FOUNDATION. 2ND " [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION *XLECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 INSPECTOR ' r .. -- ,.,.f'< _..;�ciY�tl3x .Y.:Y'� , - _- _ r�_�"_._.�.""- '- '.r _;t`; ^.ti:3•" - �:,_ 'ry. �pF So �o� 900 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION 6� FRAMING / STRAPPING[ ] G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL-(FINAL) REMARKS: DATE 110 ZZ.3 INSPECTOR - , i ho��,oF soulyo� - (� N is ��CUUNiY 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 �1{] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Lam- d DATE �� INSPECTOR OF SO(/1y�6 _ ly�0� TOWN "OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION 1 ST [ ] ROUGH MBING [ J FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ) CAULKING REMARKS: Q �Z S DATE. INSPECTOR i -- �O,*&pf SOVa pr�olo • a� l TOWN OF`SOUTHOLD BUILDING DEPT. 765-1802 I NSPECTION . [ ] 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 INSPECTOR FIELD INVECT' ' ORT DATE COMMENTS FOUND ST) '00V\ led FOUNDATION(2ND) 00 y • ROUGH FRAAaNG& y PLUMBING 3 t7 INSUL•ATION PER N.Y. (�H STATE ENERGY CODE zzV V FINAL ADDITIONAL COMMENTS 71 ch til �. Lluc�l s 10&4 3 a, (a 1� . t� r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 , = Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.n.et ? PERMIT NO. �3 76 Check Septic Form NY.SDEC. Trustees C.O. Application Flood Permit Examined 20 Single& Separate Storm-Water Assessment Form Contact: Approved �� 20 1 9' Mail to. Disapproved a/c Phone- Expiration 20_L� Building Inspector PPLICATION FOR BUILDING PERMIT NOV .7 20 Date , 20 INSTRUCTIONS UK DEPT _ i(T4 '�Sfl1'TH mpletely 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 t F f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuai"Ice-or-has riot`been completed within 18 months from such date If no,zoning amendments or other regulations affecting the pro pertyhave'beeh enacted in the. interim, the Building Inspector may authorize, in writing, the extension of the permit for an 4ddition 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 Jaws, ordinances, building code, housing code, and re s, ids admit authorized inspectors on premises and in building for necessary inspections PA�Q- (Si natur of a plicant or name, if a corporation) Po toy- 1A N S-kr -b-0 ray UCRI (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 64i:mtaAL_� Name of owner of premises TA rear(zJPr- (As on the tax roll or latest deed) Vipiderst-rciense icant s or tion, signature of duly authorized officer �>: Ao►�L, a and title of corporate officer) No. q� , — \+ Plumbers License,No. Electricians License No. ?�,ZL_j 19 Other Trade's License No. 1. Location of land on which proposed work will be done House Number Street Hamlet County Tax Map No. 1000 Section I-� `� Block �. Lot l LI q , Subdivision Filed Map No. ��S 1 Lot IZ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy t-1"e- t=l�t•-.► �� 'fit`t-�►ti►� b. Intended use and occupancy t rt&L,£ At^aL- (),.mE #46 3. Nature of work check which applicable): New Building Addition Alteration��_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4 � a O i OCO Fee (To be paid on filing'this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. r r, ► rr � l 7. Dimensions of existing structures, if any: Front ' _Rear ��3-6 Depth 2_�-C7 Height 1b�-Or� Number of Stories Dimensions of same structure with alterations or additions Front `3g-6 Rear 38-C, Depth aq '-camHeight 16►—O" Number of Stories I 1 f� L �� q t (l 8. Dimensions of entire new construction: Front 'S D -6 Rear `�`8 BLLtl� -O If Height (��-0 Number of Stories i i 9. Size of lot: Front SD .-10 Rear 0jl�.-1 J Depth 12S 10. Date of Purchase Name of Former OwnerJrNC-V- V.(ttA N �O 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'0C Will excess fill be removed from premises? YES NO x 14. Names of Owner of premises Lpe-ri o- FP a%'4- Address Phone No. S l b-2Z 1 -23q 1 Name of Architect Nft-tGv 7w.y ea— Address MPmm ao hone No Name of Contractor �y A SMA2 Address 9b(bw.-1-181 SA► hone No. LL3'­,,- a1 LAC. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines 1.7. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. A 18. Are there any covenants and restrictions with respect to this property? * YES NO �. * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH (S)He is the Notary Public, State of New York (Contractor, Agent, Corporate Officer, etc ) No.01 U618505t) Qualified in Suffolk Cour) Commission Expires Apriil .61 � 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 of( c)VerY—L 20 l \ L - Notary Public Sia ature f Applicant roe rn Town of Southold - Chapter 236 - Stormwater Management Jx � SWPPP - Storm Water Pollution Prevention Plan Assessment Form � �1 GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner- ant-Consultant-Contractor or Other(Circle One) Property OWNER:(if Different than Applicant) s tz ' A Address: Address: Q ' r Telepho L Fax t Telephone S -` Fax�I E-Mail: ^Z A(r-c^2 AD j_ E-Mail: —J 1 J t'+ Property Address:nS�rpell r Brief DesaipGon of Construction Activity,Proposed Structural BMPs,Soil j C �?,a)�tion BMPs,Project Scope and/or Sequence of Construction S.C.T M. 1000Activity Dtr6k1 Bbee Lor (Provide Adaknal Paom as Needed) Name of Contractor andlor Contact Person Responsible for Implementation of SWPPP: --------------------------------------------- 1 Address: � - _ TQ___-_ -_____P ---------- i -- __rte- u-_-_-_ ------ Telephone#: Fax#: ,,��•���7t}y�!M ;S I� }^�v� �� �1�L s E-Mall: - „�---`- --`��-----•^---- �P�-- ��z�__►M _�l l__ ----_- Name of Persons Responsible for Installation 8 Maintenance of Erosion Control Practice: i -"_-- ------- Address: I --------------- ----------`''-•----- Telephone#: Fax#: __ •,�, � T A --pi;r�o__t'\__0___ 9, P'�, 1 I E-Mail: ----PRAeC S WY Lt7✓erLs j �--__-__-.---.- Total Area of Ali '^�r^ I) Total Area of Land Clearing Project Parcels: v V O`' and/or Ground Disturbance: SID ( (S.F r A—) Project Duration: Start End (Anticipated) Date: Date: f Will this Project Disturbe five(5)or More Acres at - - -Any One Time During the Proposed Development 7 Yes No ---- ----- - ---------_---._-.__.-__-__--_-_-_- IfYES:PleaseAnswertheFollowingl a. Does the Applicant have a Qualified Inspector On Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O List the NAMES or description of all Potentially Impacted Waterbodies andlor Wetlands: Inspections will Occur and for What Period of Time? Yes No •. C. Does the SWPPP Adequately Identify All Temporary --•-----------------------------------------------•- Q Q ; and/or Permanent Soil Stabalizallon Measures? Yes No d. Does the SWPPP Adequately Identify Complete 0 � - -------------- i � Project Phasing Plan? Yes No Status of Impacted Waterbody:lag.TMDL,303(d)Listed,Impaired-) e. Does the SWPPP Indicate Additional Site Specific = = I i Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Walerbody:(eq.take,Creek Bay,Pond,Sound,Freshwater wetland-) f Of Intent and SWPPP Acceptance Form for Review = Q by the Town of Southold? Yes No STATE.OF NEW YORK, I COUNTY OF .........SS �.5..? ... 2 I That I,...........'.P'�T:`.:�-.�...... .. � :!�.....�-L�5.......being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) ������fACYQ�_ And that he/she is the . ........................ ........ . ............ Offlcer, .... ........................................... (Owner.Contractor,Agent.Corporaie oln ,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Swoalto before me This; ....... .T..!.�............. daZ of ... ......, r.t.. Notary Public: .....� . .....: ..... ................ \ cc INCH (Signatu o(Applicant) SWPPP Assessment FORilb:taASPlNic, State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2Q80 Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road ax6 P.O.Box 1179 GA . Q roger.richert -oyi 1.soUtl okny.us Southold,NY 1197.14959 Q BUIMING DEPARTMTWF TOWN OF SOUTHOLD. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: /o ��/7 �o rA z z �`�. j i, Date: Company Name: C Ll- L IC 11 ... Name: License No.: Address: dao ,L M Phone No.: ,/_ JOBSITE INFORMATION: ( `Indicates required information) *Name: *Address: *Cross Street: ��- *Phone No.: Permit No.: Tax-Map District: 1000 Section: Block:��_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ty%t,,_� �a� Pit (Please Circle All That Apply) *is job heady for inspection: YES! NO Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If needed). 'Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other 'New,Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form 1 SO�ryQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q August 26, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Lauretta Faria 1911 Bedford Ave North Bellmore, NY 11710 Re: 535 Shore Rd, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) A/Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37653 —Additions/Alterations SOUlyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main RoadN Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 C0UM'1,� � February 23, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Lauretta Faria 1911 Bedford Ave North Bellmore NY 11710 Re: 535 Shore Rd, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. 0V- '�� Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37653 — Additions/Alterations — k " r t — y m - -e - }.. _ - F Y: u r•.: t A r r ©'h - 3 - "... �Q.m - hor�s . / . f i •i: ik 4-0fi�l A4 ;> .. _ ..- _ .. .: •fit�< : < -_a u _ , .: ..: .. ... _ , �.s : x' — ^t: ., AT - 'f _ - e V , REScheck Software Version 4.4.3 Compliance Certificate Project Title: Faria Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: New York County, New York Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 4910 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Greenport Shores Nancy Dwyer Design Consulting,Inc. Greenport,NY Southold,NY Cornioliance: Passes using UA trade-off Compliance:0.0%Better Than Code Maximum UA.196 Your UA.196 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 rninimum-code home. Gross • Assemblyor or •• Perimeter LI-Factor Floor 1 All-Wood JoisVTruss:Over Unconditioned Space 900 22;0 0.0 38 Wall 1:Wood Frame,16"o.c. 1054 15.0 0.0 70 Window 1•Vinyl Frame:Double Pane with Low-E 115 0.320 37 Door 1:Glass 32 0.310 10 Ceiling 1:Flat Ceiling or Scissor Truss 900 22.0 0.0 41 Compliance Statement The proposed building design des ed h e is consistent with the building plans,specifications,and other calculations submitted with the permit application.The pro buil has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 4.3 an to corn with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signa a Datel OF NEW Y DEER 0 rr- Project Title: Faria Residence Report date: 10/17/12 Data filename: C:\Users\Absolute#2\Documents\REScheck\faria.rck Page 1 of 4 • � � .i ::��:r� `�' 'TY.�k y`0 r�`�, r.`3°+!'f..'1'i'�.'h�•�'4��� i`e.'�'.a�a'1'vi,..w rF� .� ` a V _ . rI.. „h. :"}„Y „F'+' "� l.r}, �_ .- _r..• ~j” ,.rr' '£ �,^t�:•�.S � =.tr.sz• - , .i;.-z.'::'r'.,.. .,�.��_.....�a�,-. ,.s .t.::.:.,.,.��.•+.,r;�... .......3:,t,� ._.»_,...t' _',+...'_.->;d^�.....'`-4.'-•-�` ._-�.u_... _. _�i.5:.: t�i;t-c:�`.�Y' e.i,.a..+.>.,,•_._. „-_� ' ` -Y en�rt+_o :dam.c n�; 1- - - .......' ... .-r.., H.-�.-.. - _ _. .,"'!'-'t.^rl^;'_: �_ ___ _ �'"n' ter`.. .Y�'r3 ^' �.,i�:r„'f",. .3c'. ,a`s,�— �„n:� •.Z,•� ��'t_nti" i+..-L?r,'.'� „_ Y"•sx{t.•r,r `i. /r '4'a �.. .�,�ra�:�.i .{, •3 v.i',i;l.i;j .;''�pr';�� .+ rFf; ..,ti"�` n''� -. ' t?•':, ,.l, n,.; .:y:r %2•• ,'-`'4"� - •r`ty .•ti.��.; .�.. .ryt:�,� ; -.,�,3 c. '3i '.r'�;i.':'-,'�•- � �s.Rr 6 ;tr:.` i'4 Ci ..c ='.6'�r•�'ti�-� .. --..'.:_t:e...,.._....:.e.,.daf..-.. .. ..._. •.,j,1�4i-%. .._"___ w ...,n.s--tr .yu ..r.t.. _,.�.� ....1........ •__s.. .._..__ ,«'la:a::.i}.eat.:-1•.—.�... , ....._ .::z✓}. • r v REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: New York County, New York Construction Type: Single Family Glazing Area Percentage: 14% Heating Degree Days: 4910 Climate Zone: 4 Ceilings: ❑ Ceiling 1 Flat Ceiling or Scissor Truss,R-22.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1.Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1.Vinyl Frame:Double Pane with Low-E,U-factor.0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1 Glass,U-factor•0 310 Comments: Floors: ❑ Floor 1.`All-Wood Joist/Truss:Over Unconditioned Space,R-22.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between Window/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier-Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. Project Title: Faria Residence Report date: 10/17/12 Data filename: C:\Users\Absolute#2\Documents\REScheck\faria.rck Page 2 of 4 • (f) Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: ci Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: 0 Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment-are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values and glazing U-factors are clearly marked,on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: 0 Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: C] Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Ej Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing,are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating-compliance with2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulatirig service hot water systems include an automatic or accessible manual switch to tum off the circulating pump when the ~ system is notin use. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: 0 Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Cj Timer switches on pool heaters and pumps are present. Exceptions: T Project Title: Faria Residence Report date: 10/17/12 Data filename:C:\UserslAbsolute#2\Documents\REScheck\faria.rck Page 3 of 4 y. Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions. Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-6 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required[abets. NOTES TO FIELD:(Building Department Use Only) Project Title: Faria Residence Report date: 10/17/12 Data filename:C:\Users\Absolute#2\Documents\REScheck\faria.rck Page 4 of 4 fARIA RE51DENCE (f) c\j Z 0 p 0 U N0 O Lu lu QF- Inlini p lu F111 a- ft- z z Lu Lu > (1 5) TW2154G TW284G Ill�4GL W4G (f) 3068 LLJ O Lu f KONT ELEVATION B/ 0 .Lil 1 1-011 0 SCALE: 4 > 0 az 0 D- 77 Lu u-j B—/ QD APPROVED AS NOTED DATE 0.P: 376? F E E NIT NOTIFY BUILDING 617-PkIlMl- w2832 705=1802 0 ANI TO 4 PM -i0fl V;i- L FOLLOWING INSPECA IONS; 1; FOUNDATION=TWO R'QUIrIl= Ll FOR POURED CONCRETE 2 ROUGH-FRAMING,PLUMBING, LL.J STRAPPING, ELECTRICAL&CAULKINO 1 INSULATION cf) k FINAL-CONSTRUCTION &r-LECTRIUL C) E FOR T.- MUST DE COMPLETE C.O.. -- (s) ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE C 8 OF NEW ODE u >- YORK STATE. NOT RESPONSIBLE FOR PLUMBING-i DESIGN OR CONSTRUCTION ERRORS, ALL PLUMB!'NIG lAlASTr-- WATER RUNOFF &WATEP LINE,7 RETAIN STORM W RIGHT51DE ELEVATION w-'-, PURSUANT TO CHAPTER 236 4.3 n SCALE: I --o-- OF TH WN CODE. a 4 PLUMBER CERTIFICATION W nON LED CONTENT BEFORE �\ OF NE�, C) CERTIFICATE OF OCCUPANCY DEel?' r rot / SOLDER USED IN WATER XX77:'�77 SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LE-Aa -Z Cf Lu kQ OR r 72b ANI F PAGE: ;nrl °'j F Z N O O > 0 N p z LU Lu � O o� } O w = z TW264G TW284G O O 0 0 Q W w I Ri U w LEFT SIDE ELEVATION n SCALE: 1 ,-o,, W z R/ O O :� = O (S). w O z LU WN 2230 ""- 2245 U z � FWGGOG8CLI TW2846 ( � W z J m oma . O } BACK ELEVATION Q U z z z U ° SCALE: 4" = 1,-o,, +' W PSE O NFA, * �F,S �• FF��yO N 2 Ao 725 F� PAGE: FESS I ON 2 N Q O w N Z OZ � g � o z J W SECTION SECTION A B N 4"X 4"ACQ POSTS ON 8" 1 6_�, _6_7„ _ 50NOTUDE W/POURED OUTLINE OF DECK ABOVE; CONCRETE FOOTING, FLARED I"X 8" RIM BOARD AROUND TO 20"X 8" DEEP; TYP.ALL — UNDER DECK IZ ciz NEW 2"X 8"ACQ LEDGER BOLTED 2- 211 X 8"ACQ AGAINST EXISTING HOUSE FRAMEo Q GIRDER; BOLT THRU WITH 5" "LEDGERLOK"SCREWS @ – POSTS,TYPICAL ALL O w I G" O.C.; HANG D.J. FROM LEDGER WITH 5IMP50N W28 CONNECTOR N o NEW 3- 2"X 10"ACQ RM . . O O NEW 2x8 F.J. Q zz :�i Lu U-i @ I Q u- 9'-4" LLJ ( 1 JUBLE JOISTS UNDER A PARTITIONS RUNNING Q EXISTING CRAWL O P�LLEL(TYP. ALL AREA5) 7 o SPACE TO REMAIN 0 II II J o 2" P. CONC. SLAB ON w COMPACTED FILL; _{ o Lu R-22 INSULATION Z TYPICAL ALL AREAS W Z z Q Icz O 9'-2 I/2" 8'-G 1/2 9'-2 1/2" - OVN� Q 3� 7 4" LVL DROPPED Gt = Q LLJ v � NOTUBE W/POURED CL Q CONCRETE FOOTING C) 2'-0"X 2'-0"X ILu '-O"d. Z EXISTING 2x8 F.J. W < TO REMAIN u 2" P. CONC. SLAB ON = V J — COMPACTED FILL; Lu K-22 INSULATION -� o TYPICAL ALL Auj REAS � z zQ 26-1 1" U QNEW 2"X 8"ACQ LEDGER BOLTED SECTON ' v � AGAINST EXISTING HOUSE FRAME z Ln 0 `� x WITH 5" "LEDGERLOK"SCREWS @ j _ m 2- 2 X 8 ACQ N o I G" O.C.; HANG D.J. FROM LEDGER – Irl- R R WITH 51MP50N W28 CONNECTOR J c� 4"X 4"ACQ POSTS ON 8" C 50NOTUBE W/POURED 12'-1 r' 6'o CONCRETE FOOTING, FLARED O p TO 20"X 8" DEEP;TYP. ALL U } UNDER DECK z U Q z z z o FOUNDATION FLAN OF NFLV — o SCALE: i = I '-O" DEF���p� W cn 4 r o � Of i'v 072 72 SIO P PAGE: 3 N W p Lu In Lu � N Z 0 t] SECTION A z w w QQ Q H SECTION p[13 cQ }� 4"X 4" POST W/ 2"X 2" BALUSTERS *CAP AND BOTTOM RAILS O 15'-0 p[ o ENTRY DECK q) O} NEW UTILITY SHED 5i X G" DECK BOARDS m O w �4 EXISTING WALL LEGEND: T) z O L EGRESS 0„ 6, lo„ _ z GI1 - u- 0 EXISTING EXTERIOR WALL- O O —z'-5° 4 LiLC O Q 2 X 4 STUD FRAME *SHEATHING TO Q w w ® IF LD o a w Lu REMAIN; PROVIDE NEW R-15 INSULATION oC BEDROOM 2068 DRNER o 11 4 z Q 2' GYPSUM BOARD ON INTERIOR c9 c9 cn EXISTING TO REMAIN 2068 CLOSET 2230 o NEW 3- 4 LVL DR PPED HEADER 4 8 2245 I IN PLACE OF WALL B ING REMO EXISTING INTERIOR WALL- 9o5Q.FT. S/ IF� D U 9�_ �� 2"X 4" STUDS TO REMAIN; PROVIDE r 1 199%LIGHT 1VENT BA 16'-la' c �T NEW 2" GYPSUM BOARD ON EACH SIDE; USE �l F W HER KITCHEN o MOISTURE PE515TANT BOARD IN KITCHEN, -W-� RENOVATED RELOCATED Lo BATH * LAUNDRY AREAS * USE WON DEKBOARD O LINEN PANTRY n I ON ALL AREAS TO RECEIVE TILS ZR-22 INSULATION 2468 ��/� ISLAND Dz TYPICAL ALL AREA5 2068 2068 L r— NEW CONSTRUCTION - 2668 I - _ _ _ _ I EXTERIOR WALL TO BE REFRAMED WITH 7'-lo„c H CONTINUE WALL iTO UNDERSIDE OF R.R. i v 2"X 4"STUDS @ I G"O.C.; 8' W SHEATHING, z LINE OF CEILING I i I = R-15 INSULATION 2'GYPSUM BOARD ON Q CHANGE _ _ _ I c� INTERIOR5IDE _ w 2668 L------- ---------------- 1 = n Q " PROVIDE NEW FRA�ING WHERE iI I -;EO N INTERIOR PARTITIONS, A5 NEW,TO BE _ > REQUIRED DUE TO DAMAGE, 0 1 I _ O 2"X 4"STUDS @ I G" O.C.WITH 2' GYPSUM r(� o TYPICAL ALL AREAS I i I i I – BOARD EACH 51DE v , U z U w R 22.INSULATIONf— z Z TYPI J�L ALL AREAS I N O to � 10'-8"CEILING HEIGHT I I l = ALL HEADERS TO REMAIN O x THRu CENTER LIVING ROOM Eu � `n - ci I z – UNLESS OTHERWISE NOTED; O cv BEDROOM RENOVATED I I 1- O m III i PROVIDE 2- 2"X 8" HEADERS IF (-- � = EXISTING TO REMAIN Lu �p `-° NECESSARY ABOVE ANY WINDOW Z z — 1485Q.FT. j/p �_ LINE OF CEILING CHANGE I I O 12.196LIGHT CLOSET I II OR DOOR W G.8%VENT Lu 2068 lu '+' DINIMG ROOM Ir-2008 F—'� = I p REJOVATED oIoU� z ALTERNATIVE FOR OPENING PROTECTION Q ED � U� H Lu w I I WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G"AND MAXIMUM PANEL SPAN OF 8'-0" 2468 N 1 I SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. CLOSET N.@�oL 14'-3" (REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) EGRESS 3008 T-8"HEIGHT WALLS ' v TABLE I G09. 1 .4 Z WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS secnoN r �^ � B FASTENER SPACING(INCHES) V � 2- 2"X,5"HEADER; ENTRY DECK I b Z WRAP FINISH It � PANEL SPAN< 21-2'-O"< PANEL 4'-O"<PANEL G'-0"<PANEL W SUPPORT W/WALL NEW SECTION MOUNTED BRACKET A FASTENER TYPE O" SPAN <41-0" SPAN <G'-O' SPAN<8'-O" t m 2 I12" #G WOOD SCREWS 1 6 I G 12 9 Q • U z 2 112" #8 WOOD SCREWS 16 I G 16 12 � A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF z r 1 G'-a' HEIGHT OF 33'-0"OR LESS �J z B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WNUMTHDRAWL URAL PANEL. F LOOK PLAN C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/ Y SHALL BE Z O ATTACHED UTILIZING VIBRATION RE515TANT ANCHORS HAVING A M CAPACITY OF 490 LB5. (1 0 SCALE: 411 = I '-O" �P S DE �o W +9 Ifo C) z 'a { Er AA 0- OFFSSION PAGE: 4 4"o ROOF VENT ROOF LJ 4 ATTIC 0 Lu olu cn O z z fl go KITCHEN - 13ATH I - LAUNDRY - Q – z RELOCATED RENOVATED NEW iii z ..1 1/4 F.A.I. 11/4 11/4 1112 1 1/4 Lu QW � SINK o 0 0 o D.W. W.�. M. FI RST FLOOR z 2 1 114 3 3 2 C.O. 4 4 _ TO MSTING SANITARY SYSTEM. w 0 O HOUSE _ W Z BASEMENT TRAP 5ecTioN SEcnoN A B �2 L O O IL � Q w w � SLOPE" 114" PER FOOT PITCH TO I)F\ LL F ~ DRAIN U W PLUMBING RISER DIAGRAM NOT TO SCALE R� E PROPS FLA HING ( II _Lu LLJ z AT H �KYLIG T I I O Q H w 2230 I 2245 J I I O ooCC NEW R.R. TO STOP = Q p I JU � z C, I U Q I AT HEADER (� Z ~ I 11 = � � ~ N L � z I lu zw i � I 02z bZ .. Q t- Q LLJ II II z0 II II z0 � Q NEW 9 2" LVL RIDGE o x u n- N U olIWp 00 N � . Z _ 02 02 z 02 02 F I N Q)�I o2 z J — z Q � — l _ z = GAF O YEAR ARCHITECTURAL I az z T t,- w ASP ALT ROOF SHINGLES W/ 15# i z < i r p p FELT WITH ICE*WEATHER SHIELDLu `J z @ P IMETER5 *VALLEYSLn TYPI AL ENTIRE ROOF I I W Z HOUSE RUNOFF CALCULATIONS: J /� ,A, Roof area = 104I sci.ftTYPICAL ALL LAYOVERS- x.I G7 x 7.5 = 1303gallonsBOLT TO RAFTERS W/00 REQui RED-(2)4'-0°0 x 4'-0"RINGS (1 LAG OLTS WASHERS z 0 0 Z U 12 Q z 5[— �" CDX PLYWOOD SH THING SE BON z N I OVER NEW PORCH R OF DRYWEI L ( t NEW 2" G" R.R. SEcnON (s) vj @ IG" OC. A LU �p E OF NFA IC) J. DF�� �O m s•Y� ^# e — ROOF LAYOUT °o 072 2 C� PAGE: SCALE: i" " = I '-O 5 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATH ERIN SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY 9Z' LVL RIDGE W/ DECAY SLIGHT TO MODERATE 51MP50N C520 CONNECTOR WINTER DESIGN TEMP. I I APPROX. RIDGE HEIGHT, — (TYP. ALL RAFTERS) EXISTING ROOF SHEATHING TO REMAIN; NEW FELT ICE SHIELD UNDER- AS PER MANUFACTURER'S ARCHITECTURAL ASPHALT 2-2° C.B.THRU / ROOF SHINGLES (TYPICAL) N LAYMENT REQUIRED SPECIFICATIONS/STATE CODE C.J. 4 R.R. (TYPICAL �� - O w _ z C FLOOD HAZARDS BOTH ENDS) �5 EW 2x8 C.J. 16"O. . N - K-22 INSULATION VENTED O I N R-2 \\ BAFFLES BETWEEN RAFTERS U O Q GENERAL WIND PROTECTION CONNECTION NOTESy ���� 2- 2"X 8" CROSS I 51MP50N H7 Q O z Adapted from Standard for Hurricane Resistant Residential Construction; 55TD 10-99 and 2001 SBC High Wind Edition Wood Frame Construction EXISTING PLATE HEIGHT — N� LINE OF CEILING OVER @ PLATE *- BOLTED U CONNECTOR Fasteners and Connectors for Wood Frame Construction ALL HEADERS TO REMAIN HALL* BEDROOMS R.R.; WFAP FINISH NEW FASCIA WITH HEADER HEIGHT UNLESS OTHERWISE NOTED; VENTED SOFFIT z_ I . A continuous load path between footin s, foundations walls, floors, studs and PROVIDE 2- 2"X 8" HEADERS IF -J w Q f- g NECESSARY ABOVE ANY WINDOW z' GYPSUM BOARD o roof framing shall be provided. �o OR DOOR LIVING ROOM TYPICAL ALL AREAS o 2. Approved connectors, anchors and other fastenin devices not Included in o o HALL BATH PP 9 - EXISTING EXTERIOR WALLS, - 4"X 4" P05T W/ 2"X 2" the Standard Building Code, Table 2306.I shall be installed in accordance with 2"X 4" STUD FRAME SHEATHING TO " `� BALUSTERS CAP RAIL manufacturer's recommendations. C9 REMAIN; PROVIDE NEW HOUSE WRAP *SIDING, NEW R-15 INSULATION 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the *2° GYPSUM BOARD ON INTERIOR weather or subject to salt corrosion in costal areas, shall be stainless steel or 1"X 8" RIM BOARD hot dipped galvanized. FIRST FLOOR a" PLYWOOD SUBFLOOR I W 4"X G" DECKING CONTINUOUSLY AROUND OO R-22 INSULATION NEW 74 LVL F.J. @ 16"O.G. x6 AC 2- 2"X 8" ACQ GIRDER p 4. Where windows and doors Interrupt wood structural panel sheathing and AS NEEDED IN DAMAGED AREAS �+ @ I G" O.C. = BOLTED THRU POST = z siding, framing anchors or connectors shall be provided at the top and bottom N NEW 3- 7 4" LVL DROPPED GIRDER N N le studs, header studs, and at least one stud at each side of o enin CRAWL SPACE H4 CONNECTOR of cripple 1- 1= Pp p g GRADE EXISTING TO REMAIN ABU44 °L IXI5TING 8" CONCRETE BLOCK O O 5. Ridge straps shall be attached to each pair of opposing rafters except where FOUNDATION WALLS TO REMAIN2" P. CONC. SLAB upper third of attics ace and q 4"X 4"ACQ POSTS ON 8" collar ties of I xG or 2x4 lumber is located in u Q z z pp p u UJ m IN ALL AREAS 10"SONOTUBE W/POURED �' 50NOTUBE W/POURED a U attach to each pair of rafters. CONCRETE FOOTING CONCRETE FOOTING, FLARED LL- O 0 cn G. Uplift connectors shall be provided at each rafter bearin ASSUMED CRAWL FOOTING DEPTH „ P p 9 — 20X20X ! Od. TO 20 X8 DEEP 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' 2"X 8" ACQ LEDGER BOLTED of exterior corners. TO HOUSE FRAME WITH 5" U "LEDGER.LOK" SCREWS @ I G"O.C.; W 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the11 11 HANG D.J. FROM LEDGER WITH foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x BUILDING 5 ECTI O N A 51MP50N W28 CONNECTOR, O 1/5" washers. A minimum of one anchor bolt shall be provided within G to 1 2i - - II TYPICAL ALL LEDGER LOCATIONS inches of each end of each plate. Anchor bolts shall have a minimum embedment SCALE: 4 - I O Q_. of 7 inches In concrete/masonry foundations. Anchor bolts shall be located within 12 inches of corners and at spacing not exceeding 4 feet on center. W Z ft/ O NAILING SCHEDULE O 92" LVL RIDGE W/ 2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 51MP50N C520 CONNECTOR ((\ O z vV �1 JOINT DESCRIPTION NAIL QUALITY NAIL SPACING (fYP. ALL RAFTERS) Lu THRU B G 2' . . ROOF FRAMING 2-__ _ _ _ RAFTER TO TOP PLATE TOE NAILED - 8'-O'WALL:3-8d PER RAFTER - C.J. * R.R. (TYPICAL I O'-O'WALL:4-8d _ PER RAFTER - BOTH ENDS) / EW 2X8 C. _ O CEILING JOIST TO TOP PLATE TOE NAILED 8-O'WALL:3-8d PER JOIST _ ——- I O'-O"WALL:4-8d 0— PER JOISTy�j \� ��Q @ 1 G" O.C. \ CEILING JOIST TO PARALLEL RAFTER FACE NAILED _ _ SEE TABLE 3.7 EACH LAP Kms,j \ Z CEILING JOIST LAPS PARTITIONS EAP ,FACE NAILED _ _ SEE TABLE 3.4 PR TIE COLLAR TIE TORAFTER \� �d 2- 2"X 8" CR055 TIES \ LU BLOCKING TO RAFTER TOE NAILED 2-8d EACH END THRULLJ ---- -- -- ------- .. - - - - `,,I RIM BOARD TO RAFTER :END NAILED 2-I Gd EACH END V" ��N @ PLATE BOLTED \0 R.R.; WRAP FINISH NEW RAFTERS TO STOP - I/ WALL FRAMING -._ AT DROPPED HEADER TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd '_ PER FOOT TOP PLATES AT INTERSECTIONS _ FACE NAILED 4-I Gd -__ JOINTS EACH SIDE GYPSUM BOARD NEW 3- 7 4' LVL i I STUD TO STUD __ _ _ _ FACE NAILED _ __ 2-1 Gd _ __ 24'O/C I I HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES _ __ __ _ _ _ TYPICAL ALL AREAS DROPPED HEADER I _ TOP OR R BOTTOM PLATE TO STUD i END NAILED 2-1 Gd PER 2X4 STUD I I 3-I Gd PER 2XG STUD OUTLINE OF WALL BOTTOM PLATE TO FLOOR JOIST. 4-I Gd PEP 2X8 STUD _- BEING REMOVED I KITCHEN � BANDJOIST,END JOIST.ORBLOCKING FACE NAILED 2-1 Gd PER FOOT - - _ -_-- KITC u LEN DINING 2"X 4"STUDS @ I G"O.C.; U FLOOR FRAMING I I Z JOIST TO SILL.TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST I i 5i SHEATHING, R-15 INSULATION8 BRIDGING TO JOIST TOE NAILED _ _ ___ 2-8d EACH END I i UTI LI I I GYPSUM BRD INTERIOR SIDE LQ BLOCKING TO JOIST JOE NAILED 2-8d EACH END _ i I uZ 4' PLYWOOD SUBFLOOR I _ cJED BLOCKING TO SILL OR TOP PLATE ;TOE NAILED 3-1 Gd EACH BLOCK _ _ __ LEDGER STRIPTO BEAM _ _ FACE NAILED _3-I Gd EACH JOIST EXISTING 2x8 JOIST ON LEDGER TO BEAM TOE NAILED __ _ _ _ 3-8d PERJOIST - - - FJ TO REMAIN I BAND JOIST TO JOIST END NAILED 3-1 Gd PER JOIST R-22 INSULATION ''�`�I -' Z h — ' BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT CRAWL SPACE NEW 3- 2"X 10" — EXISTING TO REMAIN ACQ RIM m ROOF SHEATHING STRUCTURAL PANELS ^ 4'PFRIMFTFR FDGF 70NF- 16'O/C-6"AT PANEL EDGES DESIGN LOAD CALCULATIONS V / • 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD Z ,L L • INTERIOR 70NF- I G"01C-6"AT PANEL EDGES AND 12'AT r l p 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) U O } FOR ROOF SHEATHING WITHIN 4'-O'OF THE PEP.IMETEP.EDGE OF THE ROOF.INCLUDING 4'-O"ON EACH SIDE OF THE ROOF PEAK.THE 4'-O'PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. EXTERIOR BALCONIES G0 Z CEILING SHEATHING DECKS 40 Q z GYPSUM WALLBOARD 5d COOLERS 7'EDGE/1 O'FIELD ATTICS WITHOUT STORAGE 30 Z Z ATTICS WITH STORAGE 40 WALL SHEATHING ROOMS(OTHER THAN SLEEPING ROOMS) 40 BUILDING 5 ECTI O N 11811 0 STRUCTURAL PANELS 8d 4'EDGE ZONE- 16"O/G-6'AT PANEL EDGES AND 12"AT �("� INTERMEDIATE SUPPORTS IN THE PANEL FIELD _ SLEEPING ROOMS 30 �J J 811 INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12-AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD SCALE: 4' = I '-0" OF CRITERIA FOR CALCULATION OF DEAD LOAD N t FIBERBOARD PANELS 7/I G" Gd 3'EDGE/G"FIELD \r` 1� 25/32' 8d 3'EDGE/G'F1ELD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. 5DFF� `O GYPSUM WALLBOARD - 5d COOLERS 7'EDGE/10'FIELD ARCHITECTURAL GRAPHIC STANDARDS �P �0 8d 4'EDGE 70NE- I G'O/C-G"AT PANEL EDGES AND 1 2"AT ® N HARDBOARD INTERMEDIATES UPPORTS IN THE PANEL FIELD 8d INTERIOR 70NE- I G"O/C-G"AT PANEL EDGES AND 12-AT SNOIp/ INTERMEDIATE SUPPORTS IN THE PANEL FIELD _ GROUND SNOW LOAD 45 Ibs. CIO` -"' `/' V FLOOR SHEATHING 7 OR LESS STNatlm UreAui remNents are based on wall Shea 8d 6`EDGE/i 2"FIELD-] SEISMIC iO g q thing nailed 6 inches O.G.at the panel edge. If wall sheathing is nailed 3 inches O.G.at the panel edge to obtain DESIGN CATEGORY B 10 PAGE: higher shear capacities•nailing requirements for structural members shall be doubled•or alternate connectors•such as shear plates,shall be used to maintain the load path. - - - - - - --- - WIND When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. _ WIND SPEED I G 120 mph " Corrosion resistant I I gage roofinq nails and I G gage staples are permitted.check IBC for additional requirements. EXPOSURE CATEGORY B