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HomeMy WebLinkAbout43213-Z Town of Southold 10/25/2019 3 P.O.Box 1179 a - _ 53095 Main Rd 4�j®1 ,�o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40812 Date: 10/25/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 260 Oak St., Cutchogue SCTM#: 473889 Sec/Block/Lot: 136.4-50 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/5/2018 pursuant to which Building Permit No. 43213 dated 11/13/2018 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT ENTRY TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Starrofl� Steven&Or of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43213 08-23-2019 PLUMBERS CERTIFICATION DATED 08-23-2019 rge BWy Jr U o ' ed Signature 1�c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . 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#: 43213 Date: 11/13/2018 Permission is hereby granted to: Starroff, Steven 12 Edgewood Dr Syosset, NY 11791 To: make additions and alterations to an existing single family dwelling as applied for per Trustee approval and DEC NJ letter. At premises located at: 260 Oak St., Cutchogue SCTM # 473889 Sec/Block/Lot# 136.-1-50 Pursuant to application dated 11/5/2018 and approved by the Building Inspector. To expire on 5/14/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $526.80 C -ADDITION TO DWELLING $50.00 Total: $576.80 ilding nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Dat VWS AY New Construction: Old or Pre-existing Building: (check one) Location of Property: 1 House o. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Lot O Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5�) /, �, Applicant Signature OF SOUTy®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 • a® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To- Steven Starroff Address: 260 Oak St city:Cutchogue st: NY zip: 11935 Building Permit#: 43213 Section: 136 Block: 1 Lot: 50 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 X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 54 Ceding Fixtures 11 HID Fixtures Service 3 ph Hot Water GFCI Recpt 16 Wall Fixtures 5 Smoke Detectors 2 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 54 CO Detectors Sub Panel A/C Blower 3 Range Recpt 50A UC Lighting 20' Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 34 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment: Bath Exhaust Fan-2, Micro, DW, Hood, Washer, Dryer, Oven, Notes: O Inspector Signature: Date: October 8, 2019 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road , Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 '�Ql • _1 -. � ` BUILDING DEPARTMENT AUG 2 8 2019 �> TOWN OF SOUTHOLD ' Ell)I111Fl7;G.,DI 21 11. T- ?17i' 3?'� i CERTIFICAT-ION, i • Date• t� 1 Building Permit No. �1� t j Owner: - - (Pleaseprint) - - - -- -- ----Plumber: lease print) j I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 1 lumbers S' tur I Sworn to before me this day of v7 , 20�rJ r� ' ,/ mac,Oslo e!AI��vYc;i , ,� �� B�o.OtBE4�94689 Notary Public, � o^ c� County, dinSuNk ' �, i �yOE SOUIy * * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 46[ F NDATION 1ST * [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V � wail o DATE INSPECTOR ho�aq 50(/T�o� # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. �� l [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR 'y2l pE SOUTy�� # * TOWN OF SOUTHOLD BUILDING . �`y�nurme�' 765-1802 _ ' INSPECTION [ ] FOUNDATION 1ST [F] R GH PLBG. FOUNDATION 2ND [ LATION/CAULIEING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ]' FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION„ _[ ] FIRE RESISTANT PENETRATION ' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 004 fiv 9 LZ DATE 0 INSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com June 17, 2019 t•, r ,,�-- } r• Mr. Mike Verity AVG _ 5 2019 Building Department Town of Southold Town Hall P.O. Box 1179 TM A'm tor, Southold, NY 11971-0959 Re: 260 Oak Street, Cutchogue, NY Dear Mr. Verity. A visit was made to the above referenced property on April 30, 2018 to perform the framing, insulation and plumbing inspection for the proposed renovation at the above referenced property. Based on my observations and to the best of my knowledge, the framing, insulation and plumbing is installed in accordance with the 2015 International Building Code and NYS 2017 Uniform Code Supplement. Please call me if you have any questions. rr 0 y9m —r-- ENERGY EFFICIENCY CERTIFICATE Address: ! i -ti i �'�� �•_ V `; ``' P� GN= State:- _Zip Code: Q� c i f Reside of Compliance Path J �� (Only one shall apply) _ OCT 2 1 2019 Prescriptive R prescriptive UA ❑ m Prescriptive U ❑ Performance 0 7,P,L ERI ❑ Index: ComponentValuesCeiling R or Ll-value: i Wood Frame Wall R or LI-value. Mass Wall R or LI-value. 41 Floor R or U-value: Basement Wall R-value: 0 Slab R value: Deptin Crawl Space R-value: fl Fenestration U-Factor_ SHGC; 3(' Skylight LI-Factor Thermal Envelope R value: Supply R-S jjI'-- Other R-6 O � Building EnvelopeAir Leakage: AfrChanges per Hour. !O Duct System Air Leakage: CFM per 100 ft:: 3 c RougbinTesting: ❑ Post ConstnutionTesting Heating systemEffidencir CoofingSystem Effidenryy / sem✓ -a Water Heating Efficiency: C r Gas Fired Unvenbed � v Room Heater. O � Becuiefurnace: ❑ Y Baseboard Electric Heat:❑ E .Q a s This Certificate isbased upon 20151ntemothna1Cades 1 asAmended by the 2027 Unarm CodeSuppiement !! s o _ This Certificate shall be posted on or in the elect ical distribution panel l w ami c 2LA v Y-" D22R04 17-OCT-19 01:59:17 PM V11,00.01 Sales Order Energy and Performance Information Summary Page 1 SANDRAR Customer Name : RIVERHEAD BUILDING SPLY-E HAMP r 962 BURMAN BLVD BLDG A Ctlomer Address : Order Number : SUL10463 Order Date : 06-FEB-19 Line Unit-id Qty Mark Unit NFRC Unit Description U-val SHGC VLT Energy Star Certification Product Number Glazing Comment ER Divider Comment' 1 Al 1 RBS- EAST DINING 272 Elevate Double Hung 0.28 0.28 0.48 NC ROOM SDLS< 1" MAR-N-272-00944-00001 3.1 mm 272/ 11.5mm arg/3.1 mm clr 1 Al 1 RBS- EAST DINING 272 Elevate Double Hung 0.28 0.32 0.54 N, NC ROOM MAR-N-272-00896-00001 3.1 mm 272/11.5mm arg /3.1 mm clr 1 A2 1 RBS- EAST DINING 272 Elevate Double Hung 0.28 0.28 0.48 NC ROOM SDLS< 1" MAR-N-272-00944-00001 3.1 mm 272/11.5mm arg/3.1 mm clr 1 A2 1 RBS- EAST DINING 272 Elevate Double Hung 0.28 0.32 0.54 N, NC ROOM MAR-N-272-00896-00001 3.1 mm 272/ 11.5mm arg/3.1 mm clr 2 Al 2 RBS- FIREPLACE 272 Elevate Double Hung 0.28 0.28 0.48 NC MAR-N-272-00944-00001 3.1 mm 272/11.5mm arg/3.1 mm clr SDLS< 1" 2 Al 2 RBS- FIREPLACE 272 Elevate Double Hung 0.28 0.32 0.54 N, NC MAR-N-272-00896-00001 3.1 mm 272/11.5mm arg /3.1 mm clr 3 Al 2 RBS- HALLWAY 272 Elevate Double Hung 0.28 0.28 0.48 NC MAR-N-272-00944-00001 3.1 mm 272/11.5mm arg/3.1 mm clr SDLS< 1" 3 Al 2 RBS- HALLWAY 272 Elevate Double Hung 0.28 0.32 0.54 N, NC MAR-N-272-00896-00001 3.1 mm 272/11.5mm arg/3.1 mm clr 4 Al 1 RBS- 2ND FLOOR BATH 272 Elevate Double Hung 0.28 0.28 0.48 NC MAR-N-272-00944-00001 3.1 mm 272/11.5mm arg/3.1 mm clr SDLS < 1" 4 Al 1 RBS- 2ND FLOOR BATH 272 Elevate Double Hung 0.28 0.32 0.54 N, NC MAR-N-272-00896-00001 3.1 mm 272/11.5mm arg/3.1 mm clr r D22R04 17-OCT-19 01:59:17 PM V11.00.01 Sales Order Energy and Performance Information Summary Page 2 SANDRAR Customer Name : RIVERHEAD BUILDING SPLY-E HAMP 962 BURMAN BLVD BLDG A Cui6mer Address : Order Number : SUL10463 Order Date : 06-FEB-19 5 Al 3 RBS- MASTER 251 Elevate Awning 0.27 0.27 0.46 N, NC BEDROOM SDLS < 1" MAR-N-251-00938-00001 3.1 mm 272/11.5mm arg/3.1 mm clr 6 Al 2 RBS- EGRESS 272 Elevate Double Hung 0.28 0.28 0.48 NC MAR-N-272-00944-00001 3.1 mm 272/ 11.5mm arg /3.1 mm cir SDLS< 1" 6 Al 2 RBS- EGRESS 272 Elevate Double Hung 0.28 0.32 0.54 N, NC MAR-N-272-00896-00001 3.1 mm 272/11.5mm arg /3.1 mm clr 7 Al 2 RBS- 272 Elevate Double Hung 0.28 0.28 0.48 NC MAR-N-272-00944-00001 3.1 mm 272/ 11.5mm arg/3.1 mm cir SDLS < 1" 7 Al 2 RBS- 272 Elevate Double Hung 0.28 0.32 0.54 N, NC MAR-N-272-00896-00001 3.1 mm 272/11.5mm arg /3.1 mm cir 8 Al 2 RBS- 272 Elevate Double Hung 0.28 0.28 0.48 NC MAR-N-272-00944-00001 3.1 mm 272/11.5mm arg/3.1 mm clr SDLS < 1" 8 Al 2 RBS- 272 Elevate Double Hung 0.28 0.32 0.54 N, NC MAR-N-272-00896-00001 3.1 mm 272/ 11.5mm arg/3.1 mm cir 9 Al 8 RBS- STAT UNITS 251 Elevate Awning 0.27 0.27 0.46 N, NC MAR-N-251-00938-00001 3.1 mm 272/11.5mm arg/3.1 mm cir SDLS< 1" 10 Al 1 RBS-BASEMENT EGRESS 250 Elevate Casement 0.27 0.30 0.51 N, NC ALTERNAT MAR-N-250-00722-00001 3.1 mm 272/11.5mm arg /3.1 mm clr 11 Al 1 RBS- STAT 251 Elevate Awning 0.27 0.27 0.46 N, NC MAR-N-251-00938-00001 3.1 mm 272/ 11.5mm arg/3.1 mm cir SDLS < 1" Line Unit-id Qty CCL WDMA Product Description Test Rating and ASTM Certification Product ID -- Size -- DP Rating -- Certifing Agency tA16/2019 Resized952019091095084401.jpg w �z . a OCT - 8 2019 tiR 40 ov, �a f� / - ti4.. https://mail.google.com/mai1/u/O/?tab=wm#inhox?projector—I I/I 30�6�t179 7cwiaoM2DI909t0950WM.jPg t OF 4� F .• .d- � Yid ,..... 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Ary` t; r 4� { J « Po r z i j H 1 1 T l A T. �t 1 ;k y; Yrz Al a �Y MR Alm ti ARM 3 '1 000, / J, t� } mw mom i I Y 1 ` s w y .r«awo s.Y i nY' . T.M .r 1 r t wir --- IN 3c� p ;S� esiiL ts r i rghand I l:p 00 6 . r r 4/11/209 Oa-k ll�& IMG_0186.jpg .I kA , IA► r- 411 k _ 4.1 4 i - t hups:nnua.googic.coin/maiu>,ra?tab.= ;nbox?p►ojeccoq=1 � � • • • • • rw FOUNDATION (IST _ A PLUMBING INSULATION iii l� ►��, � �� ��� ENERGYSTATE .D ADDITIONAL COMMENTS IF - � ,i d IWA E"'K . fir!►T �:a� • r I ' I TOWN OF SOUTHOLD n� BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEP �n V n Do you have or need the following,before applying? TOWN HALL 0 U V = hoard of Health SOUTHOLD, N 71 (J sets of Building Plans TEL: (631) 765-1 ®v 2 2016 .finning Board approval FAX: (631) 76'5-9502 1 j Ourvey Southoldtownny.gov •NO. / Check peptic Form 'row Oh SOgO� —I-Y.S.D.E.C. � —, steel I ' j 00.Application mood Permit Examined ,20 (i� i .--.S.iagle&Separate --Truss Identification Form � —arm-Water Assessment Form 1ontact:age Approved I 20 I�4a 1o-p Disapproved a/cV1 B>iTII.�� : I Phone. Expiration ,20 i I mg Ins ec APPLICATION FOR BUILDING PERMIT Date f! , 20_d_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule, b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. . d. Upon'approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of'Occupancy. i 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. i 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. (Sig ;ature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises /4/gwel pC/64? (As'on the tax roil or latest,deed) If a is a cor tion, si na, Sze tcer (Name and title of corporate officer) Builders License No. Qtl(�Da—z2� Plumbers License No. 5V5! ;cA P Electricians License No. 97 c4 9—Al( Other Trade's License No. 1. Location of land on whicc roposed w rk will be done: House Number Street Hamlet County Tax Map No. 1000 Section ",.Block 4 /r; '>3 Ju t; ,�..;;',Lot U V, I Subdivision Filed Map No. Lot , - g i� 2. State existing use and occupancy of premises and intended use a o upancy oproposeb'ost ction: a. Existing use and occupancy a , b. Intended use and occupancy, r diQ :"'._ Alteration 3. Nature of work (check which applicable):New Buildingto has Repair Removal Demolition Other Work (Description) 4. Estimated Cos,/tg N ;: , a(T.o1bep d on filing this application) 5. If dwelling, number of dwelling units / uml�er6f°dwelliri0.g•units bn each floor__/1 If garage, number of cars /V/"'W' - LJ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ` ,�/ Rear ;Y Depth !K Height Number of Stories" '' Dimensions of same structure with alterations or additions: Front 23, 7 Rear �2V, ,e/ Depth 5i2, 7 Height�E Number of Stories_a 8. Dimensions of entire new construction: Front '23, Z -Rear--2V, cl Depth ll 9 Height _Number of Stories 9. Size of lot: Front Rear 7d� LzZ Depth 7 10. Date of Purchase 1&4L1) Name of Former Ownert�. 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 %epe S%ar✓O�� sIG Lf f 4 S,T/r3 14. Names of Owner of remises�,i,,� , ,��f�io� AddressA00 PhoneNo. yZ —g'a -/ZZ Name of Architect ���„`� s .�i� Address Phone No 4�1,, 5 Name of Contractor,,,x4 eg e�a 0,-,,LAddress D �3,�?0 lf0' Phone No. /�/e�?/7q 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 ?4 * 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 rdspect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY being duly sworn, deposes and says that(s)he is the applicant (Name o individual signing 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 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 1 Z, day of , i 20K NJ 1 S "' Ynn'g L. DWYERotaryPublic NOTARY PUBLIC,STATE OF NEW YOR NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2V,4?.-_ .s .` L �f � w •�1. � 1` � .. H K 4, 7` > I:BOARD:OF SOUTHOLD TOW MTRUSTEES ' L SOUTHOLD,NEW YORK w '�t t PERMIT NO. 9326 DATE: OCTOBER 17,2018 , ISSUED TO:' s STEVEN,STARROFE 8i i4 (Y RICKLES PROPERTY ; / , r S ,— ADDRESS: .260.0`AK_STREET,CUTCHOGUE', • • • SCTM# 1000-136-1-50 .i�r.r` :i; ,r ' r . r JIP•_ :c, -rJ ,�r. i11 . .. .r 1. > « _ . „ AUTHORIZAZ?ION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordancewith,theiResolution`ofAhe Board,of Trustees adopted'at the,meeting held on October 17:'2018,and in considerationofiapplication fee•:in;tlie'sumloffi 250.00;paid.byrSteven,Starroff.&Nancy'Rickles,and subject to the Terms and Conditions as stated in the Resolution,the Southold Town.Board,of Trustees;authorizes and ' permits the following: Wetland Pe the,existing:24.4'wide,byj40.41 Ion one;story dwelling andrtoaconstruct an wide by 23.7'long two-story„addition onto'the landward,side of dwelling; and Jo construct a 23.7'wide by 24.3'long second-story addition onto landward side of exi's g one-story dwelling;and;as depicted on the{survey:prepa ed by Kenneth,M.Woychuk Land Surveying, " PLLC,dated July 11,2018,and stamped`approved Aon October 17,1018.,.:,.; ,, INWITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate•Seal'td'be`•iiffiAc d;=` and these presents to be subscribed by a majority of the said Board as of as of the 17`b day of October,2018. ' Oy®'!+t 1� fi.:�iN1.10. ti: t: .,. :'1:7i` ±: ;i'�aj . 5e.y+r k•.;�` _. _ __ �V -�. rP C* ` l JW �► 4 Michael J.Domino,President *QF SO(/Ty Town Hall Annex John M.Bredemeyer III,Vice-President A!O; Ol0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith [ Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Cc ( illiams '� a� Fax(631) 765-6641 OCT - 2 2019 ! y BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1632C _ Date: September 30, 2019 THIS CERTIFIES that the existing 24.4' wide by 40.4' long one-story dwelling and to construct an 11.9' wide by 23.7' long_two-story addition onto the landward side of dwelling; and to construct a 23.7' wide by 24.3' long second-story addition onto landward side of existing one-story dwelling; At 260 Oak Street, Cutchogue Suffolk County Tax Map#1000-136-1-50 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 27, 2018 pursuant to which Trustees Wetland Permit#9326 Dated October 17, 2018,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 existing 24.4' wide by 40.4' long-one-story dwelling and to construct an 11.9' wide by 23.7' long two-story addition onto the landward side of dwelling; and to construct a 23.7' wide by 24.3' long second-story addition onto landward side of existing one-story dwelling. The certificate is issued to Steven Starroff&Nancy Rickles owners of the aforesaid property. Authorized Signature r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P.(631)444-03651 F.(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT July 31, 2018 Steve Starroff and Nancy Rickles 260 Oak St. -- -----Cutchogue,--NY-11935 - --- ----- -- - - Re: DEC#: 1-4738-04605100001 260 Oak St. Cutchogue, NY 11935 SCTM# 1000-136-1-50 Dear Mr. Starroff and Ms. Rickles: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of the referenced property located landward of the line labeled"Top of Bank,"as shown on the survey prepared by Kenneth M.Woychuk last revised July 11,2018,is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands,Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however,that no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George W. Hammarth Permit Administrator sla cc: Tom Quarty MHP NEwYORK,J Departmentof STATE Or OPPORTUMTY Eruironmental Conservation �" Vr_11_17 Scott- ��Su�Fay�� 1P0)1P2M\ [WA\`]F1E1K A. Russell SUPERVISOR AWA N ASG]EAMI ENT SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUT HOLD,NEW YORK 11971 ti��O � Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY ❑o A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El[0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Ea C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q9 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El El E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F1[B 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, Signatur-e,ContacOnformation,-Date-&-Count}LTax-Map-Numbcr!Chapter 236- 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. (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: aDntnu NAME 027 t YLG✓1P✓�/ /J(� ✓�l� 1� Section Block Lot iv,1 BU DIN-6 !DEP�•., 'Ml_NT 1. _ C.\,L Contxi Information L, // Reviewed By. nj A G J - - — — — — — — — — — — — — — — — — Dae- Property Address / Location of' Construction Work-_ — - - — — — — — — — — — — — — — — // , /�� / for proce�s,ng Building Permit. J✓� �% !� e —[�J/Approved — St �F ormwater Management Control Plan Not Required ��' ?S ❑ Stormwater Management Control Plan i,Required. (Forward to Engineering Depai tment (or Review.) FORM SMCP - TOS MAY 2014 UILDING DEPARTMENT- Electrical Inspector O#kt �6,-fielephone TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 (631) 765-1802 - FAX (631) 765-9502 roger.richertptown.southold.nV.us 0 APIQATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: /A 7« '� Name: _ License No.: 3-3 �{/°J'f'�E email: f �C �� p �on . ✓e Address: ,�,.L�,=.,,,� L' Phone No.: JOB SITE INFORMATION: (All Information Required) r Name: Address: Cross Street: Phone No.: Bldg.Permit#: y �j�JI 3 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) io" I' Circle All That Apply= Is job ready for inspection?: OYESNO Rough In Final Do you need a Temp Certificate?: YES I NO Issued On %N+ Temp Information: (All information required) Service Size (!_Ph/3 Ph Size: Do A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - ndergro O # Underground Laterals 1 2 H Frame Pole Work done on Service? ayeihe-�, Additional Information: - PAY-MENT_DUE WITH APPLICATION 82-Request for Inspection Form.xls o�Qsu�l~oc,��oG Town Hall Annex �� y Telephone(631)765-1802, 54375 Main Road c Fax(631) 765-9502 P.O. Box 1179 -------Soathotd'NY-1'197T=0959 �jol � Sao -- - BUILDING-DERAR-T-MENT - - --- - NOTICE OF UTILIZATION OF TRUSS TYPE,CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: T�j'�3� Owner: _Stye w — Location of Properly: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will'utilize (check applicable line): - t/ Truss type construction (TT) Pre-engineered wood construction (PW) --Timber construction (TC) in the following location(s) (check appIcable line) Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity (check applicable line): Owner t.� Owner representative TrussReg15.docx Effective 1/1/2015 's t V fir? t�i' -r ., '• ,a1< + r • `� x»' ya,3a �' ��:r771,�ff �/��t mar. .r5����- �• �l�` t-Ss�b�f:. ��i'+'�''dYYrC mow, �2'`a, ��f •e- ,y + t {'- A •L'�'?"i*• /"`•k,?`•. .,�5_%F ? �^'�S3^✓, y `•�•�' -,F•f'c�Tti�,tri •ate Grp Y;:•�.. ,�� �•Y. ,�: ,rte :� r`"'`a y.!`� '3+ta*.,:a,"�.ze ,G.l"�t'i' 3 c, C•?Yr 5N{.-•rYY sT- '�' 71r S•'i- wf fi"43a. z� ` t,'.t�^�'r•.. 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DISTRICT: 1000 SECTION: 136 BLOCK: 1 LOT(S):50 o �o y 5' 0 o - • N , DAL WEMNDS BOUNDARY i' MON, AS DEUNEATED BY a' 0.1 t� ENCONSULBTANTS ��g, F 5 's-27-1 00 �. jb4 -4 S� EL 11.0 10 EL 11.2 \\3.7 EL 11.7 EL 11.9 12 EL 12.8 EL 12.7 10.4' 28.4' N WOOD DECK 10.3' r.• wooD c STOOP C :FRM. pWELLING'::• �+ DRAINAGE CALCULATION :;:;' _ ° 1ST AND 2ND FLR ADDITION: 585 S.F. 260 g F#L • /D RYA Co 585 x 0.166 =97.11 CF REQ. IDRY�YELJ (1) 8 DIA- x 3' DEEP DRY WELL: 132 C.F. PROVIDED LA !" PROPOSED 2ND FLR. ADDITION b � 24.4' ---.70' 1 PROPOSED 1ST & 2ND FLR. ADDITION N /lo EL 12.9 n 10.0 2 7,/ " 15.1' v W W EL 14.0 M U J O pJ U Z STONE FE. DRIVEWAY MON FD 0.2S ADD TOPO 07-11-18 EL 12.7 O.2E ADD WETLANDS/ELEV. 04-25-18 730,72Oss w 4 ��� PROP. ADDITION 09-14-17 N 07°58, UPDATE SURVEY 11-02-10 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL NfT7 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 9,830 S.F. OR 0.23 ACRES AK (50 STREE ELEVA77ON DATUM. NAVD88_-r� UNAUTHORIZED AL 7ERA TION OR ADD177ON TO 7741S SURVEY IS A VIOLA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE S7RUC7TJRES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL S7RUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 12 & 13 CERTIFIED TO: STEVEN STARROFF; MAP OF: EUGENE HEIGHTS NANCY RICKLES; FILED: OCTOMBER 29, 1928 AS #856 AQUEBOGUE ABSTRACT; SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Hoz 153 Aquebogue, New York 11931 FILE # 10-58 SCALE: 1"=20' DATE: JUNE 15, 2010 PHONE (831)298-1588 PAX (631) 298-1588 N.Y S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Roychuk I 5 S.C.T.M. NO. DISTRICT: 1000 SECTION: 136 BLOCK: 1 LOT(S):50 No �rl �O 5 NO N FR� Vr F , AUG 2 8 2019 ID DAL WETLANDS BOUNDARY �' AS DELINEATED BY c'� MO 1'N D EN—CONSULTANTS g FE. 03-27-18 ,•' o E\,3 0.1's 00 �' �i /E\'29 �9<<r 4 cs, 6 E oe 11.0 8 rGI, •pe���.� OF 1BANK �� \\ 1.2 3.7jop L 11.7 2 p\CK� L 11.9 12 U saY EL 12.8 EL 12.7 10.4' 28.4' N WOOD DECK GATE 10.3' � X 0.3'S GATE 24.4' 4' PICKET FENCE VINYL SHED 1 STY. O 6.1'x4.6' FRM. p DWELLING -.t d+ DRAINAGE CALCULATION a, #260 p 1ST AND 2ND FLR ADDITION: 585 S.F. 585 x 0.166 =97.11 CF REQ. FFL 16.9 /DRY \ p (1) 8' DIA x 3' DEEP DRY WELL: 132 C.F. PROVIDED W 2.1' ——— Y I WELL/ U fir./ ca ca O 2 STY. 70� EGRESS WINDOW N o0 io EL 12.9 WELL Z 10.0 7.4' � 1 s.o' 15.3' w d EL 14.0 Uj z r NO !� LO OJ U COVERED PORCH 7.6'x4.7' OJ STONE FE DRIVEWAY MON FD 0.2S EL 12.7 0.2E 730.72 099 W 4 .00 • N0758' FINAL SURVEY 08-18-19 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL Nyr9 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS ,830 S.F. OR 0.23 ACRES �Aj� (50') STREETAND OR DATA OBTAINED FROM OTHERS. 9 AREA: ELEVA77ON DATUM. NAVD88`__M_ UNAUTHORIZED AL7ERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDIT70NAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: LOTS 12 & 13 CERTIFIED TO: STEVEN STARROFF; MAP OF: EUGENE HEIGHTS NANCY RICKLES; FILED: OCTOMBER 29, 1928 AS #856 AQUEBOGUE ABSTRACT; SITUATED AT. CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 10-58 SCALE: 1"=20' DATE: JUNE 15, 2010 PHONE (631)298-1588 FAX (631) 298-1588 N.YS. maintaining LISC. NO. 050882 the records of Robert J. Hennessy & Kenneth M. lloychuk 5 S.C.T.M. NO. DISTRICT. 1000 SECTION: 136 BLOCK: 1 LOT(S):50 0 �O 5 o N JAN - 3 2019 co B0fi 2). 7 C; TOWN oar souTHoLD DAL WETLANDS BOUNDARY AS DELINEATED BY a MT 1K EN-CONSULTANTS 6 FE. 03-27-18 �,� 0.1's co � E�29 ���• 4 to �� 8 EL 11.0 ' 10 �01tee EL 11.2 \\3.7 EL 11.7 12 EL 11.9 EL 12.8 EL 12.7 10.4' 28.4' 1 N WOOD DECK 10.3' ;.24.4''; EXISTING:':: : WOOD STY.:;;: .:';: STOOP DWELLING'' 4. d+ DRAINAGE CALCULATION _ o #260;; : 6' O 1ST AND 2ND FLR ADDITION: 585 S.F. FFL 16.9'::• O 585 x 0.166 =97.11 CF REQ. /DRY (1) 8' DIA x 3' DEEP DRY WELL: 132 C.F. PROVIDED I\WELU Cc PROPOSED 2ND FLR. ADDITION : .24.4'. : .70' FOUNDATION LOC.,_ PROPOSED 1ST & 2ND FLR. ADDITION 12/19/18 EL 12.9 10.0 7.4' 0 16.0 ' . 15.3 W w r EL 14.0 04 � O O 0 Ci co Z STONE FE DRIVEWAY MON FD 0.2S ADD TOPO 07-11-18 EL 12.7 0.2E ADD WETLANDS/ELEV. 04-25-18 730,72 pss W 4 .pp PROP. ADDITION 09-14-17 � N p7.58 UPDATE SURVEY 11-02-10 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL t4,447 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS 9,830 S.F. OR 0.23 ACRES ®AK (50') STREETAND OR DATA OBTAINED FROM OTHERS. AREA: ELEVARON DATUM: _NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 774E NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO 774E TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INS717URON, GUARANTEES ARE NOT TRANSFERABLE. RHE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE SRRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 12 & 13 CERTIFIED TO: STEVEN STARROFF; MAP OF: EUGENE HEIGHTS NANCY RICKLES; FILED: OCTOMBER 29, 1928 AS #856 AQUEBOGUE ABSTRACT; SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE 10-58 PHONE (631)298-1588 FAX (631) 298-1588 # SCALE: 1"=20' DATE: JUNE 15, 2010 N.YS. LISC. NO. 050882 maintaining the records of Robert 1. Hennessy & Kenneth M. eoychuk REScheck Software Version 4.6.3 p D Compliance i�a nce Certificate L5 AUOT42018 Project Starroff- Rickles Residence BUILDANGDMr. MLD Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,850 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 260 Oak Street John Condon Cutchogue,NY 11935 Condon Engineering,PC 1755 Sigsbee Road Mattituck,NY 11952 631-298-1986 condoneng@optonline.net Compliance: 4.20/6 Better Than Code Maximum UA: 337 Your UA: 323 Maximum SHGC: 0.40 Your SHGC: 0.40 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 Assembles Gross Area Cavity Cont. Perimeter Ceiling 1:Cathedral Ceiling 226 21.0 1.5 0.044 10 Comment:3 1/2"closed cell spray foam insulation Ceiling 2:Cathedral Ceiling 1,286 31.0 1.5 0.032 41 Comment:2"closed cell spray foam insulation+R-19 unfaces fiberglass batt Basement Wall 1:Solid Concrete or Masonry 105 0.0 10.0 0.062 6 Wall height:7.3' Depth below grade:6.3' Insulation depth:7.3' Comment:2"rigid foam insulation Window 1:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC:0.40 Basement Wall 2:Solid Concrete or Masonry 48 0.0 10.0 0.061 2 Wall height:8.0' Depth below grade:7.0' Insulation depth:8.0' Comment:2"rigid foam insulation Window 2:Wood Frame:Double Pane with Low-E 10 0.350 4 SHGC:0.40 Wall 1:Wood Frame, 16"o.c. 547 25.0 1.5 0.048 21 Comment:2"cc spray foam+R-13 unfaces fiberglass batt in 2x6 walls Window 3:Wood Frame:Double Pane with Low-E 82 0.350 29 SHGC:0.40 Door 1:Solid 20 0.170 3 Project Title: Starroff-Rickles Residence Report date: 11/07/17 Data filename: D:\Condon Engineering\STRUCTURAL\Statile Oak Street\Untitled.rck Page 1 of 10 t S it ` t g� d d Gross Area Assembly or I CavityCont. Petimeter Wall 2:Wood Frame, 16"o.c. 219 21.0 1.5 0.052 ` 3 Comment:3 1/2"closed cell spray foam insulation in 2x4 walls g Window 4:Wood Frame:Double Pane with Low-E SHGC:0.40 168 0.350 59 i Wall 3:Wood Frame,16"o.c. 329 25.0 1.5 0.048 16 Comment:2"cc spray foam+11-13 unfaces fiberglass batt in 2x6 walls Wall 4:Wood Frame, 16"o.c. 323 21.0 1.5 0.052 13 Comment:3 1/2"closed cell spray foam insulation in 2x4 walls Window 5:Wood Frame:Double Pane with Low-E 74 0.350 26 SHGC:0.40 1 Wall 5:Wood Frame, 16"o.c. 387 25.0 1.5 0.048 17 } Comment:2"cc spray foam+11-13 unfaces fiberglass batt in 2x6 walls Window 6:Wood Frame:Double Pane with Low-E 43 0.350 15 f SHGC:0.40 Wall 6:Wood Frame,16"o.c. 323 21.0 1.5 0.052 15 Comment:3 1/2"closed cell spray foam insulation in 2x4 walls Window 7:Wood Frame:Double Pane with Low-E 32 0.350 11 SHGC:0.40 Wall 7:Wood Frame, 16"o.c. 387 25.0 1.5 0.048 17 Comment:2"cc spray foam+11-13 unfaces fiberglass batt in 2x6 walls Window 8:Wood Frame:Double Pane with Low-E 30 0.350 11 SHGC:0.40 i Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in f REScheck Version 4.6.3 and to comply with the mandatory requirements list in the heck Inspection Checklist. John I.Condon I Name-Title Signat Datef I Project Notes: i 1 t I f i t Project Title:Starroff-Rickles Residence Report date: 11/07/17 Data filename: D:\Condon Engineering\STRUCTURAL\Statile Oak Street\Untitied.rck Page 2 of10 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC 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 Plans Verified•- .Field Verified:•.' -' # Pre-Inspection/Plan Review,: .:Complies'i Combe its/Assumptions ; &-iteq.[D - Value Value._,' „ 103.1, ;Construction drawings and '¢ "' ,`'` 4 :, -; '=' -<❑Complies 103.2 (documentation demonstrate _❑Does Not i [PR1]1 ;energy code compliance for the -;'" '❑Not Observable 1-0) ;building envelope.Thermal envelope represented on 'et"'k;A 1 `_ J ❑Not Applicable ;construction documents. K .r" _ ¶' n 103.1, Construction drawings and r❑Complies f 103.2, idocumentation demonstrate �'r'.a'' `- '.r,:, r", r <~'-` ,t„y°;}❑Does Not r, p; 'r` 403.7 ;energy code compliance for #`' [PR3]1 alighting and mechanical systems.t. =t`¢1_# ;f _ =,f 1' :'; ❑Not Observable 'Systems serving multiple '`vr ,°:_ ry;1. ❑Not Applicable ;dwelling units must demonstrate �'`' 'h' r V - compliance with the IECC i '; `,r ': %Commercial Provisions. 302x;-_-,,.Heating and cooling equipment is: Heating: 1 Heating: ;❑Complies 403.7',% sized per RCCA Manual S based j Btu/hr 1 Btu/hrIF-]Does Not [PR2]z 'S^ on loads calculated per ACCA Cooling: ; Cooling: ;❑Not Observable Manual or other methods i 1 Btulhr ; Btu/hr ❑Not Applicable 4 approved by the code official. ; Additional Comments/Assumptions: t Y k f t f a, ;r 1 High Impact(Tier 1) -2 1 Medium Impact(Tier 2) 3.,1 Low Impact(Tier 3) Project Title: Starroff-Rickles Residence Report date: 11/07/17 Data filename: D:\Condon Engineering\STRUCTURAL\Statile Oak Street\Untitled.rck Page 3 of 10 i� Sectio n - � . . ; � - - -_ _ ; , ._ - - ,„ . - _. >>,. �;,-, •. ,= #-.; -,f_oundation Inspection flans=Verified ;-Field l/erifiad Complies? ;Comments/Assumptions, &Re '.ID Value 'Value _ h �tt 402.1.1 ;Conditioned basement wall R- R- :❑Complies ;see the Envelope Assemblies 1� [F04)1 :insulation R-value.Where interior`. R R- :❑ ;table for values. _ Does Not insulation is used,verification ,❑Not Observable `may need to occur during 'Insulation Inspection.Not ;❑Not Applicable ; a ,required in warm-humid locations° ' !in Climate Zone 3. a 303.2 `Conditioned basement wall ==f:;_ "' `''_ ❑Complies [F05]1 ;insulation installed 't'F in ailed per } ;, ❑Does Not ;manufacturer's instructions. ( ❑Not Observable ' II t ."`af s .• ., ,t_,.. , :.r ,c;❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft i❑Complies ;see the Envelope Assemblies s [F06)1 iinsulation depth of burial or ;❑Does Not ;table for values. 4 10) distance from top of wall. ;❑Not Observable , ,f ? ;❑Not Applicable 3 J7.1 -"'A protective covering is installed :;__ . a': %'= _ U. "-°❑Complies [-A-11 ;to protect exposed exterior -u}R - 7F ; >er- []Does Not ;insulation and extends a `minimum of 6 in.below grade. i:11w` ',-;` "' LL'.`- -.,.,❑Not Observable ' 4r,µ ❑Not Applicable t 403.9 ' - LiSnow-and ice-melting system __ ':«=zr`y;? ,`?❑Complies !,controls installed. ❑Does Not 7 „ + r}:=':7k .' wri�'.,,;,F a•;, •v!i V:Y`'_ "k,r h'd I `,. ❑Not Observable ., ;,, -_ - " ❑Not Applicable 's } Additional Comments/Assumptions: :t ;t i t .i s i d r� i i r } f ' 2 High Impact(Tier 1) 1,21 Medium Impact(Tier 2) 3" Low Impact(Tier 3) Project Title:Starroff-Rickles Residence Report date: 11/07/17 Data filename: D:\Condon Engineering\STRUCTURAL\Statile Oak Street\Untitied.rck Page 4 of 10 Section Plans Verified. Field Verified # Framing/Rough-min Inspection - Compiles ? Comments%Assumptions &Re :ID Value Value 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRl]1 :❑Not Observable 40 '❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted U- U- '❑Complies ;See the Envelope Assemblies 402.3.1, +average). E❑Does Not table for values. j 402.3.6, :[]Not Observable ; 402.5 ;❑Not Applicable [FR2]1 303.1.3 :1.1-factors of fenestration products j..'{,' +``: - �_'-;',❑Complies gI [FR4]1 ;are determined in accordance ❑goes Not £ f ;With the NFRC test procedure or ;taken from t _ _` `❑NoObservable t he default table. l,'� 'c��• ry.'r,:�=. - "y ' W ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ';❑Complies ; [FR23]3 ;installed per manufacturer's r : ; ` `; :;[]Does Not ;instructions. ' ❑Not Observable ' ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 ;is listed and labeled as meeting r" 4;Y- .,a ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440;" fi;`_ or has infiltration rates per NFRC '= '' ?' ❑Not Observable :.` •*, ,$ y_ - .i ❑Not Applicable 400 that do not exceed code " PP `limits. _ a 402:4.5 !IC-rated recessed Iighting fixtures , '' _ - ', .<❑Complies [F;R16]z sealed at housing/interior finish I° ❑Does Not ;and labeled to indicate<_2.0 cfm leakage at 75 Pa. _>[]Not Observable 1' - ;❑Not Applicable 403.2.1 ;Supply and return ducts in attics r 1 y' ;❑Complies [FR12]1 ;insulated>=R-8 where duct is ❑Does Not >=3 inches in diameter and>= =r4'X` R-6 where<3 inches.Supply and - ,•„, y e' `[]Not Observable return ducts in other portions of - _ ❑Not Applicable t ;the building insulated>=R-6 for f diameter>=3 inches and R-4.2 ;for<3 inches in diameter. _ a 403.3.3.5 :Building cavities are not used as , _ :_, El } [ER15]3 ;ducts or plenums. `= _ z _ }❑Does Not I F *'❑ Observable ! Not ❑Not Applicable 403.4--_ -''HVAC piping conveying fluids R- ; R- ;❑Complies 151117F „ above 105 QF or chilled fluids ;❑Does Not ';below 55 QF are insulated to>_R- U ;3 ;❑Not Observable I ❑Not Applicable 40(3.4.1 ;Protection of insulation on HVAC i_-__ - ❑Complies ' [FR24] !piping. ,•' ', ❑Does Not i US.a, _ t❑Not Observable ❑Not Applicable j ,403.5.3 ..•{Hot water pipes are insulated to R-( R- -'❑Complies ,❑Does Not ;[]Not Observable ❑Not Applicable 403.6,., ,;Automatic or gravity dampers are ;[]Complies [FRT9]2 ;installed on all outdoor air ❑goes Not ! intakes and exhausts. r ' ❑Not Observable , I :'erawa ;[]Not Applicable i 't 1 I High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) } Project Title: Starroff-Rickles Residence Report date: 11/07/17 I Data filename: D:1Condon Engineering\STRUCTURAL\Statile Oak StreetlUntitled.rck Page 5 of10 f Additional Comments/Assumptions: ,i { r I s .i { 1 R i i i i { t 4 ,4 1 I /i i f r i 1 act High Impact p (Tier 1) 2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Starroff-Rickles Residence Report date: 11/07/17 Data filename: D:\Condon Engineering\STRUCTURAL\Statile Oak Street\Untitled.rck Page 6 of10 :Section -:plans Verified Field Verified #, ,Insulation Inspection Complies?_ Comments/Assumptions &Req.ID 'Value- Value, 303.1, ;All installed insulation is labeled = `,' '`" -`;❑Complies ; (IN j3]2 -or the installed R-values "" ❑Does Not provided. } ; _ ,,• -�a'., `,❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value.If this is a; R- R- ;❑Complies !See the Envelope Assemblies 402.2.5, mass wall with at least%of the ❑ Wood ;❑ Wood Does Not !table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ;fl Mass i❑Not Observable [IN3]1 'exterior,the exterior insulation ' j requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per k`2 ' ❑Complies ; [IN4]1 manufacturers instructions. L "«3;_ i ]goes Not ',❑Not Observable «❑Not Applicable Additional Comments/Assumptions: i i i c i I a t r s r i i i i F 1 i' r. I t 1 I` 1 I t t 1 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Starroff-Rickles Residence Report date: 11/07/17 Data filename: D:\Condon Engineering\STRUCTURAL\Statile Oak Street\Untitied.rck Page 7 of 10 t d , 1 Section.= Veed' "Field Verified , # ~FinariF l Inspection'Provislons _ : = Complies?'. ].'C6'�riments/Assumptiohs_ a &'Re al) .Value', _ Value 402.1.1, Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;E] Wood ;❑Does Not :table for values. 402.2.2, ;❑ Steel ;❑ Steel ;❑Not Observable402. . [Fill'2.6 �❑Not Applicable 303.1.1.1,;-Ceiling insulation installed per ❑Complies 1 1 303.2 manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every , <t 300 ft2. <' r` "`_ []Not Observable #; " -;❑Not Applicable ; 4d2.23' ''j Vented attics with air permeable v'` "- - Y� - ?❑Complies F12212 . 'i insulation include baffle adjacent i'' r s' r j- ❑ to soffit n _ :wrl Does Not and eave vents that <' -.` extends over insulation. t°:❑Not Observable w"�,; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- (❑Complies (F13]1 insulation?R-value of the 1.013oes Not i ;adjacent assembly. `QNot Observable :❑Not Applicable z) 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= :❑complies [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;QNot Observable ❑Not Applicable 402.4'.2 '�Wood-buming fireplaces have " «r fi;r;: ❑Complies (FI812 stight fitting flue dampers and ., z' -' y.. vW =Y<<1:` ^s ^ '�❑Does Not s outdoor air for combustion. s= , -- r .;x;" - `" `r�i - `-`_•" -',,❑Not Observable w"",;❑Not Applicable 403.2.3 !Duct tightness test result of<=4 , cfm/100 cfm/100 ;[ Complies [FI4]1 ;cfm/100 ft2 across the system or ftz ftz ❑Does Not ; <<=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ❑Not Observable i i `tests,verification may need to ;❑Not Applicable ; occur during Framing Inspection. 403.3.2 'Ducts are pressure tested to cfm/100 cfm/100 :[]Complies [FI27]1 :determine air leakage with ft2 ft2 ;❑Does Not ;either:Rough-in test:Total s ;leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable , ;w.g.across the system including s :the manufacturer's air handler l :enclosure if installed at time of ;test.Postconstruction test:Total leakage measured with a f i ;pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. f 403.3.2.1 ;,Air handler leakage designated '. yp❑Complies [F]24]1 :by manufacturer at<=2%of i❑Does Not ' "•^4li i •t iii, -design airflow. ,s ::i :• t^ ;❑Not Observable rV, :;4 :`,r.. 's;: �; _`.> ❑Not Applicable 403:1.1 Programmable thermostats ��;_�- _ ; ,: -�.: �: ,-,•- < -.s,"❑Complies [Fl9jz installed for control of primary ,, - = f; F`_ :;, •ll;'❑Does Not j ;heating and cooling systems and 'initial) set ❑Not Observable y by manufacturer to code specifications. ❑Not Applicable 4[F01310.1].i2,- iHeat pump thermostat installed ,>E_ y : :r.•,< r . ❑Complies on heat pumps. Y ❑Does Not r ;!°_ ;❑Not Observable ' ❑Not Applicable t 1 Hi h Im act g p (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Starroff-Rickles Residence Report date: 11/07/17 Data filename: D:\Condon Engineering\STRUCTURAL\Statile Oak Street\Untitled.rck Page 8 of10 Section plans Verified Field Verified 0 Final Inspection Provisions' Complies? - Comments/Assumptions, &Req.ID Value Value 403.5:1 :Circulating service hot water - _ _ ❑Complies [FI1.1]2 isystems have automatic or I' - _ "° ❑Does Not accessible manual controls. 5❑Not Observable `. ❑Not Applicable ' 403.6.1 =" ' ;AII mechanical ventilation system;=• -F�''i '. ,�- :_�-s"�, - �,❑Complies [F125]? :fans not part of tested and listed ': - ,ODoes Not HVAC equipment meet efficacy ; =J ;and airflow limits. ❑Not Observable ❑Not Applicable 403.2. Hot water boilers supplying heat . )❑Complies [1126]2tthrough one-or two-pipe heating _ 's "'>❑Does Not ; - ;systems have outdoorsetback l.,;:,;, •`, control to lower boiler water - _ _ []Not Observable !temperature based on outdoor _ ❑Not Applicable !temperature. 403.5.1.1- Heated water circulation systems ❑Compfies [ [FI28]2, 'have a circulation pump.The ❑Does Not I ,system return pipe is a dedicated . r return pipe or a cold water supply f = []Not Observable pipe.Gravity and thermos- r ,: ❑Not Applicable ;syphon circulation systems are ; { not present.Controls for : s circulating hot water system 'pumps start the pump with signal !for hot water demand within the j occupancy.Controls automatically tum off the pump 'when water is in circulation loop is at set-point temperature and I no demand for hot water exists. - '❑Com lies 403.5.1.2 `Electric heat trace systems ;� - � - - - - -. P # [F129]2 ';comply with IEEE 515.1 or UL '" - ❑Does Not ! S =515.Controls automatically adjust the energy input to the []Not Observable ' r !heat tracing to maintain the ;' ❑Not Applicable $ ;desired water temperature in the l piping. 403.5.2 ;Water distribution systems that i'; _ = ,❑Complies [F130]2 !have recirculation pumps that y ;❑Does Not pump water from a heated water ; -<.• _ f supply pipe back to the heated !;' " ° ❑Not Observable i water source through a cold []Not Applicable water supply pipe have a f_ - ;demand recirculation water _ system.Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold ' !water piping to 1049F. k 403.5.4 'Drain water heat recovery units ;`A_ ;❑Complies [F13112' 'Jested in accordance with CSA >❑Does Not 1355.1.Potable water-side pressur .}❑Not Applicable loss of drain water heat i .i❑Not Observable ' ;l recovery units<3 psi for `':= "• °- T,.-, - _ + ! individual units connected to one , or two showers.Potable water- Aside pressure loss of drain water heat recovery units<2 psi for i !individual units connected to gthree or more showers. 404.1 {75%of lamps in permanent i " ;❑Complies ! (FI6]1 fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps.t, ;; - - - f❑Not Observable Does not apply to low-voltage f'` - lighting. ',❑Not Applicable ' 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) r Project Title:Starroff-Rickles Residence Report date: 11/07/17 i Data filename: D:\Condon Engineering\STRUCTURAL\Statile Oak Street\Untitled.rck Page 9 of10 k l ' J Section• =; . :_., _ ,F._` =•;',">_ ;. ;. = Pians Veiified. . Field Verified= r # =° Final Inspect1dr-Provlsions Complies? Comments/Assumptions- tz &Req.ID -Value._ Value „ i 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 light. , :no continuous pg . _ ❑ - pilot liht �-•__ . '- ;x�`.'a � - ��;=;x;�� Does Not ❑Not Observable _ Y �T .•,=. .,;�`°r:�.s ;,•,fie_ . .-s=� ]Not Applicable _,'J5 Compliance certificate posted. :y r `❑Com lies ❑Does Not <;❑Not Observable ' ?;❑Not Applicable Elco!Manufacturer manuals for m plies mechanical and water heating ❑DoesNot i } systems have been provided. i? -`�`•,y " '' '- y f, Observable s•: 'r . ';';,°"Fs ❑Not Applicable Additional Comments/Assumptions: J 't :I .i '1 - 'i s f =Y r ;i 4 1 l j !1 4 A 3 i It 3 7 k 1 High Impact(Tier 1) 2;, Medium Impact(Tier 2) 1'3 1 Low Impact(Tier 3) Project Title: 5tarroff-Rickles Residence Report date: 11/07/17 Data filename: D:1Condon Engineering\STRUCTURAL\Statile Oak Street\Untitled.rck Page 10 of10 5 2015 IECC Energy Effic-sency Certificate Insulation Raring R-Vaiva. Above-Grade Wali 26.50 Below-Grade Wall 10.00 Floor 0.00 Ceiling/hoof 32.50 Ductwork(unconditioned spaces): Window 0.35 0.40 Door 0.17 Heating System: Cooling System: Water Heater: Name: Date; i Comments l t 9 9. i' t- 4 i r• r I P ROVED AS NO I ED COMPLY WITH ALL CODES-OF CODES DATE:` l Il l� ly B.P.# It NEW YORK STATE &TOS NS OF 6 BY P AS REQUIRED AND CON FEE: �. _� NOTIFY BUILDING DEPAPTiklEf\T AT SO 765-1802 84A TO 4 PVt FOR THE S �II� ASD FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED SOUTHOLD TOM TRUSTEES FOR POURED CONCRETE N.Y.S.DEC 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE E '�ICOR REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RUCTION IBLE FOR . USE � DESIGN UR CONST �TI J.JUT CERTIFICATE N OF OCCUPANCY i'aut�;!r!C Tl�PC COI I EN t�l;"!GATE OF OCCUPANCY weY dCOT USED IN CATER PLWBING $10 nd duetworlc SLA I, SYSTEM CAAI�lOT All-PLUMBII`G WASTE a required• EnCEEG 2,% D OF % LEAD• T�. J AG c3 R O r E-CIOV ERIC testing Must provide Manuals -[Ru 1), 1 and S as per DO NOT PUNTILES RVEY S Energy Code FRAMING OF FOUNDATIOPN LOGN ON HAS BEEN - ATEA R�}NOFF S T pRM N 236 S�CAL%S�®r�a�� p BET R1N CH App ER GOLD cr �� ROJECT GENERAL NOTES DESIGN CRITERIA & LOADS DRAWING SCHEDULE 1.ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE GROUND SNOW LOAD 25 PSF A-000 COVER SHEET-DESIGN CRITERIA-GENERAL NOTES NEW YORK STATE UNIFORM BUILDING CODE,AND THE NEW YORK STATE LIVING AREAS AND DECKS 40 PSF A-001 SITE PLAN Z ENERGY CONSERVATION CODE,AND LOCAL AUTHORITIES. SLEEPING AREA 30 PSF D-100 CELLAR DEMOLITION PLAN O SEISMIC DESIGN CATEGORY B D-101 FIRST FLOOR DEMOLITION PLAN 0 2.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY WEATHERING SEVERE A-100 CELLAR CONSTRUCTION PLAN Q FROST LINE DEPTH 36" A-1 00A FOUNDATION NOTES > STRENGTH OF 3,000 PSI. TERMITE MODERATE TO HEAVY A-101 FIRST FLOOR CONSTRUCTION PLAN O 3.ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL DECAY SLIGHT A-101 A FRAMING NOTES w GRADE#2 OR BETTER. ICE SHIELD UNDERLAYMENT YES A-102 SECOND FLOOR CONSTRUCTION PLAN W REQUIRED A-103 ROOF CONSTRUCTION PLAN 06 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR A-200 ELEVATIONS M OPENINGS, POSTS AND PARALLEL PARTITIONS, AS NOTED ON DRAWING. ROOF Live Load-30 psf Based on ASCE-7&Pg= A-300 BUILDING SECTIONS Z Cr 25psf A-400 DETAILS '~ 0 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING per Figure R301.2(5) A-401 DETAILS OF N�'M' Z NOT TO EXCEED 8.0 FT. Dead Load-15 psf J, p y' Q w Q 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY 2ND FLOOR Live Load-40 psf _ 0 Ur ,k CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF O Dead Load-15 psf O MATERIALS. THIS FOUNDATION HAS BEEN DESIGNED FOR A SOIL BEARING ! Q CAPACITY OF TWO (2) TSF AND GRADES LESS THAN 510. CONTRACTOR SHALL 1ST FLOOR Live Load-40 psf �' O U U VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS Dead Load_-15 psf J'!�j O O TO BE COMPACTED TO 95%RELATIVE DENSITY. � � crtpNP�"•/ CL CV U WIND LOADS 130 mph-ASCE-7 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE SUPPORTED BY DOUBLE qh=34.5 psf(Exposure C) UPRIGHTS,9.0 FT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM ROOF C&C LOADS 38.6 psf(Zone 1) OF 2-2X8 OR AS SHOWN ON DRAWING. 45.5 psf(Zone 2) 45.5 psf (Zone 3) LU 0 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. WALL C&C LOADS 42.3 psf (Zone 4) F- 9. PROVIDE FLASHING AT ALL ROOF BREAKS, DORMERS,CHIMNEYS,SKYLIGHTS, 50.8 psf(Zone 5) EXTERIOR DOORS,WINDOWS,AND DECKS,ETC.. THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. 10. DO NOT SCALE DRAWINGS. U Z w 000 Design Criteria-NYS Residential Code R301.2.1.1 and utilized the J 1-- O 11. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT methods and procedures stipulated in Chapter 2 Engineered m 0 LU RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS Design and Chapter 3 Prescriptive Design in the American Forest '6 Q CONSTRUCTION PROJECT. FEDERAL,STATE AND LOCAL ZONING AND and Paper Association Wood Frame Construction Manual for Q N � BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE One and Two Family Dwelling Units-High Wind Addition and U U �o CONTRACTOR. ASCE 7. 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE WINDBORNE DEBRIS PROTECTION SCHEDULE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN.16" WITH 22#6 WD SCREWS,'SPACING: 12",ARE TO BE PROVIDED TO FM 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW COVER THE GLAZED OPENINGS OF THE PROPOSED ADDITION AND YORK STATE ENERGY CONSERVATION CODE. RENOVATION FOR ALL WINDOWS AND DOORS THAT DON'T HAVE 0.18.17 FOR PERMIT OPERATIONAL WOOD SHUTTERS. ❑ R-AW[RG SCALE 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND N/A A DURING CONSTRUCTION. WINDOW SPECIFICATION COVER 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND PROPOSED WINDOWS ARE MARVIN INTEGRITY SERIES SHEET SPECIFIED BY OTHERS. GLASS TO BE HIGH PERFORMANCE LOW-E GLASS SCREENS ARE PROVIDED FOR ALL OPERABLE WINDOWS AND DOORS B U I L D I ,N G PERMIT APPLICATION 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO r PROTECT THE ENGINEER AND OWNER. HARDWARE: FINISH SELECTION BY OWNER 2-BR DWELLING TO BE RENOVATED AND EXPANDED: 3RAWING " INTERIOR FINISH: PREFINISHED WHITE PROPOSED FIRST FLOOR EXTENSION WITH FULL BASEMENT 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM PROPOSED PARTIAL SECOND FLOOR ADDITION FOR MASTER BEDROOM SUITE INSTALLATION IS COMPLETE. MISCELLAEOUS INTERIOR ALTERATIONS SUCH AS NEW BATHROOMS AND KITCHEN REPLACEMENT AND REUSED WINDOWS AND REPLACEMENT SIDING PROJECT N Z O tfrrAt,a we, w MN. �i FLOW fv fv vJ v v v d goal"' O :y '�+� 1y LLJ 4"VERTICAL _ 0�1_ !!LOPE FACE , FRENCH DRAIN DEO ./ PERSPECTIVE VIEW TAIL e t � BEDDING DETAILal 26"MINIMUM 2%2 GMDE .nar M GRADE , O FORCE POST � ANGLE FIRST STAKE TOWARD y�� PREVIOUSLY LAID SALE. WOVEN WIRE FINCH _ = vil"uc�uwa+l9una fO oxpiD� f-- P� Yr�'�f _/ � (6%6•10/10 WWF) f — n,lararuwaiuerwcwavwawaa% w FILTER CLOTH i■ o mm e Q LLI �LLnJ PLAN aVIEW Lu C/7 V EMSEOFILTER CLOTHoom � �^ BOUND HAY SALES MIN.6"INTO GROUND .1 ^� PLACED ON CONTOUR oom O Q O —c O U �^ 2 RE•BARS:STEEL PICKETS OR NOTE: 10 ROAD _ Z"%Z"STAKES 1.E'W 2'—IN GROUND, MAXIMUM OMNA09 ARM �0'"'°'"'""�"'�•"""°'"Q14'�tr''"`"o O O DRIVE STAKES FLUSH WITH TOP OF 1PI ACRE 1106 LINEAR FEET "^ � � wnaceueancx,nam rwonoKtn nu.nrt�I.eoHwxns�anrw.lw�. a. cvU HAY BALES. ANCHORING DETAIL SECTION DETAIL CROs szelffm ARCHITECT WSTTR:A�:�W� BALE DIKE DETAILS 2 SILT FENCE DETAILS 3 LEACHING POOL TYP. SECT. 4 TEMP.CONST. ENTRANCE NOT USED 1 " CALE:NTS SCALE:NTS SCALE:NTS LEGEND AREA SUMMARY Lu O ® LOT AREA 9,830 PROPOSED FIRST FLOOR ADDITIONS 1 10.00% EXISTING BUILDING COVERAGE 985 10.02% ~ J ® PROPOSED SECOND FLOOR ADDITIONS ADDED BUILDING COVERAGE 281 2.86% v ❑ EXISTING STRUCTURES 1-0 TOTAL BUILDING COVERAGE 1,266 12.88% w � PROPOSED SITE PLAN 167.r MAX BUILDING COVERAGE 2458 25.00% Z w ao SCTM# 1000-136-1-50 N azo 0r 09"E SOUTHOLD TOWN 5400sr) \ SURVEY BY: KENNETH M.WOYCHUK LAND 0 Q LO SUFFOLK COUNTY, NEW YORK —— �.�d INGLIM(TS A \ SURVEYING, PLLC Q �? `o \ DATED:09.14.17 U U � 40.4 \ \ \ DRAWING ISSUE Z C 11.9 1 1 1 sF m 1 35.0 �O I EXISTING J vl 02.11.18 FOR PERMIT _ r ml i NEW 2FL i m 1 RAWING0.18.17 OSCALEMR NTS GD 7�p O DRAWING NAME o �7, STO RM- m �rn 26.0 I I I WATER m► o =-, 24.3 `�,.- MGMT. SITE 4 1 , 81 DIAI _ PLAN n 1 5'DEEP O POOL N n o ��__/ N DRAWING NO. �Om 1 -- ---------------�m 1 __ 200.81' S 86D 40'00"W 5 SITE PLAN SCALE:NTS I LEGEND I D EXISTING WALL TO REMAIN N rl EXISTING WALL TO BE DEMOLISHED Z 0 40'-4" Q o" O I 77 z Lu E-�FING-- —€XIST�P16 Z 0- O I I - oLZ EY I ST. C) w w I I wN V„ � I 0 X ; I ► 1I ° OU I I N O NEW OPENING IN EXISTING I I i = I w10z CONCRETE WALL � fI o CL 64 r X I I ARCHITECT I I w � I I EXISTING COLUMN ON ASSUMED I I I I I 20"X 20"FOOTING 2: w0 8-8 7'-5" 71-4-1 I IJ— U J �e� EXISTING (3)2X10 I ,- V N EXIST. 0 0 Lo TYPICAL, EXISTING 3"COLUMN ON ASCI I Z Lu w 00 I I J ~ 0 r � EXISTING FOOTING � — REMOVE EXISTING STAIR AND I I _ I I w �- I-----I N p PREPARE TO PATCH FLOOR ABOVE I Q N I I z U U 110 REMOVE EXISTING CHIMNEY AND r A PREPARE FOR NEW I i I r W I I PROVIDE NEW PENETRATION FOR HWH IT xr RELOCATED CHIMNEY 18'-4 " 7 ,� EXISTING I TANK 0-18.17 FORPERMIT )RVING SCALE cA R -WING NAME CELLAR DEMO ' PLAN f A • A;"�QFES�ION��� - J CELLAR FLOOR - DEMOLITION PLAN LEGEND AREA SUMMARY PROJECTI ® PROPOSED FIRST FLOOR ADDITIONS LOT AREA 9,830 100.00% EXISTING BUILDING COVERAGE 985 10.02% ® PROPOSED SECOND FLOOR ADDITIONS 0 EXISTING STRUCTURES ADDED BUILDING COVERAGE 281 2.86 V) Z TOTAL BUILDING COVERAGE 1,266 12.88% 0 MAX BUILDING COVERAGE 2458 25.00 ~ Q SURVEY BY: KENNETH M.WOYCHUK LAND SURVEYING, PLLC O DATED:09.14.17 w cy- dS Lo V) c1t) Z 011 O p F— Z p w Q w LL p ~ U w N 0OO N 821)OT 09,E 187.T w ICL N U ARCHITECTo 40A w O _j Q J .0 > V C o L EXISTING V V � z w @) Lo o w NEW 2FL Z w oc) 0 H 0 Q V) "O p 28.0 U U I DRAWING MUE 0 24.3 c o S 86D 40'00"W 200.81' 10.18.17 FOR PERMIT -::ALE NTS DRAWING NAME Of Y SITE PLAN DRAWING PROPOSED SITE PLAN SCTM# 1000-136-1-50Q SOUTHOLD TOWN NO _ SUFFOLK COUNTY, NEW YORK TOJECI LEGEND p EXISTING WALL TO REMAIN N EXISTING WALL TO BE DEMOLISHED z O Q . O z U-1 w SAVE SAVE SAVE SAVE SAVE 06 7070 36 DOOR 3238 2814 3245 cn M Lo_ z 01- 0 O I o ; z L- — — — — – I f L - - - I Q w w I SAVE KITCHEN APPLkNCES I — — — I o N U, I AND CABINETS FOR �EUSE I I c� I �� � i x ; I oQo x f SAVE BATH VANITY, FIXTURES ` I I N - LLJ I o- O U 10 I �x I AND FITTINGS FOR RUSE I I I I ^ N z �- "' �j 0 N@ N REMOVE ROOF RA RS I `=' w CL N U w af a f AND PREPARE FOR qEW I I U I f IQ N c I DORMERS I f;r i i I V) I REMOVE ROOF RAFT RS I \ I f I I AND PREPARE FOR TEW — I FLOOR ABOVE LLLL J-- — — I � O _ REMOVE EXISTING STAIR v N z I AND PREPARE TO PATCH _ I N h I FLOOR _ _ _ _ _ L — _ w Lo LUOQ I f r — _ - - - - - \ Z �Lu @ ao J I I � �1f I > � < Lo 0 > I I r - - � I I IINM Q � wZ I r _ �11 U U 'o I ymz w0 z I _ rLL !n- II I 0.18.17 FORPERMIT I I f FT- SAVE A IST FL SAVE SAVE SAVE 3245 DEMO 2657 2657 2436 PLAN RA I ' 40'x" © SSIO �L FIRST FLOOR - DEMOLITION PLAN cA�:a"=rte• V) Z �LEGEND O EXISTING WALL TO REMAIN Q ® NEW METAL STUD WALL6„ ® NEW FOUNDATION WALL MEET EXISTING FOOTING WITH DOWEL INTO EXISTING O FOUNDATION: #5 DOWELS @ 12"O/C (4"MIN.EMBEDMENT). 4,��2, Z UNDERPIN EXISTING FOUNDATION IF NECESSARY 3'-11" - w w ^, 1 1 .6 L 8'-1%11 4-6' = cn M —EXIST�M6 Z o_ Lo = 325 _ M O ?- pwZ co BILCOSCAPEWELL' p w w E T. `~ PLANTER DESIGN Q O 1 `�' I: I p ~ CD 1 NEW 8"CMU OR POURED D WITH COVER CONCRETE 36"DEEP FOUNDATION 9'-11 r O v- Q O Lu FOR FIREPLACE o O I NEW 2X8 FJ @ I I 1 ""°°m W OPENING IN EXISTfNG i i 12"O/C O O N J NEW CONCRETE WALL k; li MEDIA N U I 1 I + 02 O J N -, ` ��DN R@8' NEW SLAB I I z r E=CELLAR _ "' ' ¢ O I BELOW EXISTING X X01 w m I I ADJACENT SLAB I; 1 I wO I �� = oX00 010 Q 0 N 1 N I— Q —I F N3( )11-�-LV ------ a 1 c� EXISTING (3)2X10 —4 " 'o l _ --o -I e_- �— I_ - �, Z w Co EXIST.1 1 ' ' I I L � � > NEW 3"DIA STD. PIPE A/C O COL.ON 30X3OX8 � �- 0 EXISTING COLUMN ON ASSUMED °D ' I O Q OO I 1 �Q P.C.FOOTING 20"X 20"FOOTING Z J N. Q cn + ¢ c U LOCATE WALL TO , T_i__i U U PATCH FLOOR ABOVE REMOVED x O CONCEAL STAIR ABOVE UP 11. I I STAIR WfTH 2X8 FJ @ 16 O/C N 3R 7 B U ^'0 Z°o FURR WALL OUT TOco 2T 9 I I I I I 1 1 N p _ I- EDGE OF FOOTING a I I I X � cn @ I I I 0 = RELOCATE AND REUSE SALVAGED Z w HWH SH s I I I i i I 1 ? r KITCHEN CABINETS PER OWNER .- O - I (� DIRECTION �?.Z NEW 2X8 FJ @ - S" N I I x Q 12"O/C i i 1 1 I w U_ EXISTING I I 0.18.17 FpRPERMR TANK 2868 i i i iX6 Dii i A 1 I I I 6110/ �F-NES, CELLAR I , . 8"CMU OR POURED ONST ~ CONCRETE 36"DEEP FOUNDATION AN " FOR RELOCATED CHIMNEY 11'-4X' - i � CELLAR FLOOR - CONSTRUCTION PLAN CALE: '=1'-W PROJECT FOUNDATION NOTES The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. N Z 1. All concrete 3,500 psi after 28 days minimum. 0 2. All rebar ASTM A-615 Grade 60. Q J 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all z footings are to be installed a minimum of 3' below grade unless indicated w otherwise. Q:� C-6 LO 4. Rebar installed along the top of the foundation walls without windows Cn Z n are to be installed 10"below the top of the foundation wall. Rebar 0 installed along the top of foundation walls with windows are to be I-- >- installed 3"below the bottom of the window opening. w Z 5. All snap off form ties are to be removed and remaining openings are to Q UJ be sealed/grouted. 0 cn CD 6. The foundation contractor shall coordinate with the plumbing and 0 Q = electrical contractors relative to installation of sleeves and other CL 0 U �- penetrations prior to pouring concrete. � 110 U 7. The Engineer is to be contacted if unacceptable or questionable soil is ARCHITECT encountered during excavation. Unacceptable soil is soil containing clay and/or organic material. 8. Install isolation joints along foundation walls and at column and other w 0 —' floor penetrations. U� J Q Q 9. Installed contraction joints in the cellar floor slab every 18' minimum. V 10. Foundation excavation is not to be back filled prior to the installation of w Lo the floor framing. Z w 00 J 1--1-- L6 11. Backfill along foundation walls is to be clean material and is to be O Q LoO mechanically compacted in 6'lifts to 95%of maximum dry density. < N Q 10. Underpin existing foundation if necessary. Connect existing footing to UUP new footings and wall tops with No.5 rebar dowels. DRAWING MUE Suggested Underpinning Procedures: A. Underpin prior to addition of any new loads on wall. B. Excavate small exploratory pit at exterior wall to determine depth and width of existing footing. Inform Architect/Engineer of findi09s before proceeding. C. Upon receiving approval,excavate to the top of the existing footing 10.18.17 FOR PERMIT WING SUIE- for the entire length of the area to be underpinned on both sides of N/ the foundation wall. Remove interior concrete floor as necessary. NAM D. Excavate by hand below the existing footing at no more than 3 foot ��°F NEW FOUND. lengths. NOTES E. Install a key way between sections. Allow 7 days curing. F. Back fill and replace interior floor as necessary. G. During the underpinning procedure, monitor the existing foundation g wall for excessive movement and/or cracks.Notify the ` '", DRAWING Architect/Engineer if movement and/or cracks are noted. 11. Dowel to existing foundation wall with No.5 rebar. Grout solid all cavities *,. ' QS1aN�`-� in existing wall for three feet from new wall. V) • _ Z LEO p EXISTING WALL TO REMAIN 11'-10%" F– �6 NEW STUD WALL a ® > NEW LOAD BEARING WALL 40'4' 27'-8�/Z 8'4/a 4'-10%2' 3-3,. 3'-3" vi 06 M RE SED RE SED 2 14 Z RE SED Q O 2 57 (2)2 8 HDR I MICRO/ Lu 1 (2)2X8 HDR - I REF WO ( I W 1 � _ Q w lii W W O -T�------- I -- — s v) O 1 I r------ EW�3) X 7 LVL I d BATH I I t l I �HN I I 1 . 1 5 AGED , EXISTING RE CL O D FITTINGS N ' OU CATHEDRAL 11 I FIXTURES,ANoN o z CEILI� _U w 10 i° I MASON-LRE FP39-SHBL I b a N U O ce X FIREPLACE W H I I w Z I HERRINGBONE LINER I I o) BEDROOM 2 Z X N iN 1 J co 14 N 'gyp ILIVING/D—IN ING w l DW 2)2X8 HD 1 `� O Lu Lu l Pi ---- i i i p10 Z - F- I 13 w1 It 11� - J �11- r-- I 2 2X8 HD 0O v N � < 1 J ip �I I )_--- cit :fl 1D OU 1 EXIST G RIDGE _ 1 Z 1 I ---- 1 I \\ 4/ N w @� � ----- Z I ^+ _ z _� U I_ I - X --j fZ--- - I _ 2870 I / Z w Co -------- ,_ – p�_ ----------- AlI O f- I ALL I I �'1 \ / v� Z J IZ X A �vlrj I J =J I 16 I I I I = I I / O f— O 0, 10 I Q m I I I IC I i. .- U < Lo Lu 0110 � X m I N D 1 I140 X1 0 I civ I w 1 Z w I _ 17 new \ j Q N .� MILU w r 1X0 I 000- - U \ / u (� o N 1 0 Z Z N 1m 1 w l N O UP 14 \\ B _I 'I = I ;o 1„ / _ I Z 1 I U I COATS @ 13 1 41-U Z 1 1 L Z– 1 –�– – Z - 1 OPENA136VE o O I I 0 Z I I O I 1 � I YER \ D I i `o N I I I I I I I I I •1 / 10 \ co CO 1 1 0.18.17 FOR PERM u 1 I I I I I I I I 7,2„ 1 1 HALL N I / \ N I I N D n -- I I 1 w i (2)2X8 HDR 1ST FL 1I (2)2X8 HDR CONST. I (2)2A HDR N TEE REUSED REUSED IIREUSED REUSED 3245 3245 17,x„ �, PLAN REU ED 3245 3245 70 011'-1" ♦r 12'-9" a - I 10'-4/2' - -- 51'$/2 52'-2%" e19 i - FIRST FLOOR - CONSTRUCTION PLAN IROJECT FRAMING NOTES NAILING SCHEDULE NAILING DIAGRAM The contractor is to verify all measurements in the field and any discrepancies are to Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Page 149) be brought to the attention of the Engineer prior to construction. Number of _ Number of 4'-Cr Z _ Joint Description Common Nails Box Nails Nail S acin F- Wood Framing ROOF NAILING 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter 3O� lO �O Q� Q specifications: Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist > Fb=825 psi Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap O Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap O Z Fv=95 psi Collar Tie to Rafter(Toe-nailed) 2-1 Od 2-10d per tie O LL I Fc perp=625 psi Blocking to Rafter(Toe nailed) 2-8d 2-l Od each end E=1,600,000 psi2-16d 3-16d each end C-6Rim Board to Rafter End Nailed WALL FRAMING O O to c�j 2. All Laminated Veneer Lumber is to have the following minimum specifications: Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-1 bd(1) per foot Z 0- Fb=2,900 psi4-16d 5-16d joists-each side 0 Fv=290 psi Top Plates at Intersections(Face-nailed) P Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. Q Z Fc perp=650 psi Header to Header(Face-nailed) 16d 16d 16"o.c.along edges E=2,000,000 psi 0 W Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud Q W w 3. All Laminated Structural Lumber is to have the following minimum specifications: O lO Q N Fb=2,800 psi N �Sz Q Fv=290 psi Fc perp=740 psi Bottom Plate to Floor Joist,Band Joist, 2-16d(1,2) 2-16d(1,2) per foot r CL O U E=2,100,000 psi End joist or Blocking(Face-Nailed) I O I I O2 I O O FLOOR FRAMING W 10 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist L_ _J L— -_J EL N U minimum specifications: Bridging to Joist(Toe-nailed) 2-8d 2-l Od each end ARCHffECT Fb=975 psi Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 1O1OlO lD Fv=175 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Fc perp=565 psi Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist E=1,600,000 psi Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist Band Joist to Joist(End-nailed) 3-16d 4-16d per joist O l O D I LU 0 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) 3-16d(1) per foot — — — — — — _ nailed/bolted in accordance with the manufacturer's specifications. ROOF SHEATHING H J 8d l Od (Detail sheet S-4) 6. All TJI are to be installed in accordance with the manufacturers specifications and Structural Panels O I Q2 O2 1O Q shall include squash blocking and web stiffeners at bearing points on girders and — — — — — — — — (D 0 � other load bearing areas. O OLO 7. First floor joists,second floor joists and roof rafters to be TJI 230 9 1/7'or TJI 560 CEILING SHEATHING I O O Z 00 J 117/ or as noted are to be installed in accordance with the manufacturer's Gypsum Wallboard 5d coolers 5d coolers T'edge/1 W field 0 1— � 8" O specifications. WALL SHEATHING "6 8d l Od 6"edge/17'field Q I (DO O I O Q �? 8. All straps,connectors,plates,bolts,nails, Structural Panels ls,etc.are to be galvanized or stainless L— 0U 1'0 steel.Designated connectors,strap etc.on these drawings are made by Simpson Gypsum Wallboard 5d coolers 5d coolers 7'edge/10"field unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted in 0/ 0 N accordance with the manufacturer's specifications. FLOOR SHEATHING O 1 I Structural Panels Sd l Od 6"edge/17'field _J r 9. All floor sheathi /ng is to beinch AC type plywood,tongue and groove,with an 1"or less APA span rating of 48/24.Floor sheathing shall be glued and screwed to the floor I Q l O 3 joists(6"O.C.edges and 12"O.C. Field). (1) Nailing requirements are based on wall sheathing nailed b on-center at the panel edge. Alternate nailing schedules shall be used where wall sheathing nailing is reduced. For example, 10. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be if wall sheathing is nailed3 inches on-center at the panel edge to obtain higher shear nailed with l Od common nails b"O.C.edges and 17'O.C.field. capacities,nailing requirements for structural members shall be doubled,or alternate 10.18.17 FOR PERMIT connectors shall be used to maintain load path. 5R-AWING NG SCALE 11. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans (2)When wall sheathing is continuous over connected members,the tabulated number of nails N/A exceeding 8'. I shall be permitted to be reduced to 1 -16d nail per foot. 3RAWING FRAMING 12.Double joists are to be installed below parallel walls. NAILING ZONES FOR ROOF SHEATHING ArGoF ��Y NOTES 13. Blocking is to be installed at all point load bearing points. IN 130 MPH ULTIMATE GUST WIND ZONE 14. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated Zone 1 Zone 2 Zone 3 fa otherwise. 6"O.C. 1270-C. N,O.C. Awi Feld 15. All joist and beam hangers and fasteners used on the exterior are to be Simpson Panel Edges 6"O.C. 6"O.C. 4"O.C. r Type 304 or316 Stainless Steel. Nailing Requirements for 130 MPH,Ultimate Gust, Roof Sheathing with 8d Common Nails Ski 16. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. Thick Ro g LEGEND 0 EXISTING WALL TO REMAIN ` N i NEW STUD WALL Z O 28'-4Y2" 23-10" Q 4'-4/'s 364'-0" 4'-3Y4' 7'-7X" 0 w _ ry- y ------------------------------------ Kc I 3 NEW NEW - cin m oll (2)2X8 HDR j �j.- _ Q r= (2)2X8 HDR I � � �-• Z 1 NEW NEW NEW NEWS w ��—�L w � 14'-�" - � w I 2727 2727 2727 2727 I_--� tMBATH � N w � 22 r OQO -N C> CL O U MASTER BRC) c 1 ' I 2 z 1 S I ; NEW 2X10 CJ @ 16"O/C xN # W/2X4 SUP TO RIDGE 16 O/C 110 0 Ce) I E0 / w I o o w U I _V- co v -------------------------------------------------------------- �_ _ ti �. _A ____ N 1 W o 1 VEST I I I I \ DN w@ Lo 25 I 1 I I \\ 14 @716 i - Z J 00 I 2470 L-- —2'40 1 --- ,. --- ? 0 < O ao o \\ i : Q N �O llq U U 'O HALL \ I I I I IB 20 a o M I I WIC i W 1 WIC I W OAN ABNE p N 11 23 1=o I I 24 1=0 `� o _ \ = a. I I ICD I I^- / \\ x r I _ � NEW NEW NEW NEW t I I NEW 2X101 \\ N U I 2727 2727 2727 2727 I 1 I I CJ @ 16"O/ \\ _ II L—W12X4 SUPT _ �� \\ Z -1 0.18.17 FOR PERMR M 4;D�E-16"•6/C \ Zn PRKWINGSCALE C _ i (2)2X8 HDR \\ '=1'a' NEW NEW 2ND FL �_ _ ------------- 2860 2a6o O� �F6yy CONST. PLAN 28'-4/l/2" 23'-4" 1 SECOND FLOOR — CONSTRUCTION PLAN cn�E:�•=r-a• cn Z O O IZ w LO o z cy') Z � O N 1 R 1 Z p w w w I 287 0 U cw O 5 x - O Q = x U I CL O U xOVFRLAY N O O z � Zo_ CLNU z � - h N A of W w _ .0 yN `O 10 > CC w N w L N z cn I N UJ O X Q J N < T C� C� wULO I Z w 00 J 1J--• � v� O Q N X ` 1 5 1 U CU I Z = Z = A G N co � 1 6' / I X 0 J 1 I 4 SiT I 1 10.18.17 FOR PERMIT DRAWINGEat-- A R9OF N CONST. Y PLAN GO �� . � u ROOF - CONSTRUCTION PLAN C2 r� • 06 L0 _ LU Will • C) ui n M < ,Lue 110011■■ it ■■ C'/)I MOMS MOMCOM _�;�� _ � • all1�m • - ��� _ = n n U = = U U 'COMME �- • �r�f • IC 11 ISO ■-_ ■ i ICSO _ -IN NO �-1-1 ��,�_� �� 120 1 12 M Ml �_ 2 I _ � MIN 1 I I II /•• • - 00 NOTES ROOF/CEILING NOTES 2ND FLOOR BEDROOM AND HALL CATHEDRAL NEW 2X12 RIDGE Z CONTONUOUS RIDGE VENT CEILING 30 YEAR ARCHITECTURAL ROOF SHINGLE ON 30 YEAR ARCHITECNTINUOUS RIDGE VENT TURAL ROOF SHINGLE ON ��' 2X4 SUPPORT TO RIDGE 16"O/C Q 15 LBS ROOF FELT 15 LBS ROOF FELT 12 N O 0 PLYWOOD SHEATHING AS NOTED PLYWOOD SHEATHING AS NOTED 84'� c�tO RR AS NOTED RR AS NOTED OR 2"CLOSED CELL FOAM+R-19 w CJ AS NOTED 1 X SEE DWG FOR INSULATION SEE DWG FOR INSULATION �`L UNFACED BATT oe 1/2" GWB CEILING °V 1/2" GWB CEILING CONTINUOUS ROOF OVERHANG NEW 2X10 CJ @ 16'O/C � CONTINUOUS ROOF OVERHANG Z M VERSATEX SOFFIT VERSATEX SOFFIT r EXTENSION FLOORS WALL AT ADDITION I ~ NEW ENGINEERED WOOD FLOORING NEW 2X10 CJ @ 16"O/C D w Z 2'GYPSUM BOARD (CEMENT BOARD AT WET T&G PLYWOOD SUBFLOOR NAILED AND < w AREAS) w GLUED 2"CLOSED CELL FOAM+ � 2X6 STUD @16"OC.WITH FJ AS NOTED N SEE DWG FOR INSULATION :DR-13 UNFACED BATF > SEE DWG FOR INSULATION @16" O/C WITH N � O 2X4 INTERIOR STUDS SOUND INSULATION AT BATH PERIMETER BATHROOM FLOORS 2"CLOSED CELL FOAM CL O O U SHEATHING AS NOTED CERAMIC TILES ON ~ NEW SIDING 1„ ON - b TYPICAL ALL 2X4 WALLS: 0 C EXTERIOR TRIM BY VERSATEX INCLUDING CEMENT BOARD 3 1"CLOSED CELL FOAM �- N U CASINGS,CORNER BOARDS,RAKES, FASCIA, T&G PLYWOOD SUBFLOOR NAILED AND SOFFITS,CROWNS GLUED FJ AS NOTED (2)118"LVL CEMENT BOARD AT CELLAR SEE DWG FOR INSULATION 0f N��,y 1 $'METAL STUD ON THE FLAT IN CELLAR �1 w O RIGID FOAM INSULATION BETWEEN STUDS o� J U 2-"METAL STUDS AT INTERIOR CELLAR WALLS NEW TSI 21 0 11 8 FJ @ 16'01C 1 CONCRETE FOUNDATION WALLAS NOTED * v~i t"CLOSED � i wLo 12 3 2 C d'� 19 ��1 Z w 00 2 CELL FOAM _ J � it1NA�' Lei 0 < o Q N �O F�Y3� (3)14X74 LVL x 2"CLOSED CELL FOAM A 9 LVL40LLA2 TI /V� BOX OUT IN 4'MDF 1 EXISTING 2X8 FJ @ 16'01C } NEW 2X8 J @ 12 O , 12. R ERM { i 0.18.17 FOR PERMff • A ► i 1 I ; " NEW 1 g'METAL STUD ON THE s o f i (3)1 a X 7 4'LL --� ( (2)7 4'LVL AT INNER FLAT WITH 2"RIGID FOAM A kRIMETER OF EXISTING INSULATION BUILDING + 2 g'F',P _ _ FOUNDATION WALL i SECTIONS NEW SLAB 8"BELOW EXISTING ' t ADJACENT SLAB ; • ! f , , ---, _- - _ - --__ - _-_ __ NEW 8X22 (8X16 TYP) FOOTING R EXISTING 2X8 FJ @611 O/ j — �JlOD �i n BUILDING SECTION B BUILDING SECTION A L CALE:;=1'-v' CALF:#=i'0 V) Z O Q y O Z LI..1 w W 'O 1) Z 01 O F- I— Z Q LU LU w �n (•+ w N v 0OO CL UN 0- U ARCHITECT 519'0 X 17'LONG GALV.ANCHOR BOLTS w AT 28"O.C.MAX., 17'MAX.FROM CORNERS GG of N J 2X8 ACQ SILL 2X6 WALL STUDS 16"OC Q AV STEEL PIPE COLUMN p� N Q 2X8 RIM JOIST — y �O FJ I12"X 12"x�' 0 � •7�' � BASE PLATE - LL.1 @ Lo l Z_ w 00 COPPER TERMITE SHIELD WMIN. 12 `�FO;py� w < Lo \ ION�'• Q cn %6 ° U U %0 9 . GRADE(SLOPEDRAWING o AWAY FROM ° BUILDING 2%MIN.10' b 4-g 0 Anchor Bolts EXPANSION JOINT AND JOINT SEALER x FROM BUILDING) 'Steel Base Plate 4,000 PSI Pion Shrink o DAMP PROOFING X z' Grout Pedestal 4'PC SLAB WITH 6X6 2X4 KEY WITH BENTONITE TAPE WATER STOP ••.: . W .4XW1.4WWM - _ _ :°.a. ; _. �, _ . • •:a ':•,a-_''� '•_•�:- ?`xb•'!'�: •-- -::� -.]! -:••i': fW..in 10.18.17 FORPERMIT D-RTWraG7�=A -yam ;i+Lkr"Y`��"'Y„'.rr' r°� s�.yF:i..' 4p ...•. - `;y:.:P...a��t ,s: .v i'.-:{' _ - _ iv y S A$NOTED y 'j' ' s-•�: ZDRAWING NAME #5 RENRCING OFOOTING TO BE PLACED DETAILS SROpS AT 1T O.C. 16" ON UNDISTURBED SOIL EACH WAY(M.) � 10 MIL POLYETHYLENE VAPOR RETARDER 3 tT tz^ U COMPATIBLE GRANULAR FILL (2)NO.5-60 KSI REBAR 3-Ir(OR AS NOTED ON PLANS) • DRAWING N NEW FOUNDATION DETAIL- TYPICAL 2 ISOLATED FOOTING DETAIL- TYPICAL CALF r Z O i OJ Z TOP PIA Lu W OR - HEAD _ SIMPSON LSTA36 ST Z c1r) SIMPSON MTS30 RAFTER STRAP OR Q Simpson LSTA30 Ridge AT EACH RAFTER TAIL LVL H Shap at each Rafter SIMPSON H25A i C 1.- Z RAFTER TAIL TO TOP Lu LL3 eL�7� 1 Q SIMPSON H2.5A TOP H2A CONNECTO TOP PLATE PLATE TO STUD - N (7 siuLu IZ SIMPSON H2A HURRICANETIES Q O O 2 -SIMPSON H2.5A HURRICANE AT EACH RAFTER TAIL(INSTALLED TIES AT EACH RAFTER TAIL TYPICAL WINDOW AND DOOR HEADER STRAPPING DETAIL EACH CORNER CL ON EXTERIOR SIDE ONLY) (INSTALLED ON INTERIOR SIDE Z O ONLY) GALE:N De CL C-4 U A BOTTOM PLATE O LLt U J RIM JO PTOPE F— Q ) '�'nn V V � L1J @LO ^ Simpson ST22 Shap I Lu Cfl J Lxi at every other stud RAFTERS f- O ry H Lo Typical 2nd Floor Q v? -�6 Strapping Detail V-CUT SHEAR BLOCKI U U "o DRAWING 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. TJI FJ 01 s O.C. Y X X 10.18.17 FOR PERMIT I - I A SIMPSON L$TAU AS NOT® SEE FOUNDATIONDErAJ I srw� Y2 (3'MAX.) OF DRAWING A SIMPSON UPS STRAP D ETA I LS Typical Wall and Y2 I Sill Strapping Detail MAXIMUM ALLOWABLE V-UT I SHEAR BLOCKING AND VENTILATION HOLES n A . TYPICAL BUILDING SECTION - STRAPPING DETAILS 3 SHEAR BLOCKING - STRAPPING DETAILS CALE:NISCALF r