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Home My WebLink About39399-Z Town of Southold 10/13/2016 0 y�..y P.O.Box 1179 o • g 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38585 Date: 10/13/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 430 Orchard St, Orient SCTM#: 473889 Sec/Block/Lot: 25.4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/13/2014 pursuant to which Building Permit No. 39399 dated 12/2/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING SCREENED PORCH, SIDE DECK AND EXTERIOR FIREPLACE TO AN EXISTING ONE FAMILY DWELLING, AS APPLIED FOR The certificate is issued to Owens,Laura of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39399 07-20-2016 PLUMBERS CERTIFICATION DATED 10-07-2016 Derek Raguso �-%Ntv u rized Signature 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#: 39399 Date: 12/2/2014 Permission is hereby granted to: Owens, Laura 430 Orchard St Orient, NY 11957 To: Additions and alterations to an existing single family dwelling. At premises located at: 430 Orchard St, Orient SCTM # 473889 Sec/Block/Lot# 25.4-6 Pursuant to application dated 11/13/2014 and approved by the Building Inspector. To expire on 6/2/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $992.00 CO -ADDITION TO DWELLING $50.00 Tota : $1,042.00 Buildi Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2.. Certificate of-Occupancy on-P-re-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$15.00 ` Date. / I /`/ -z- New New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: ' W-�S Suffolk County Tax Map No 1000, Section Block 114 Lot C Subdivision � Z Filed Map. Lot: Permit No. 1 Date of Permit. Applicant: Health Dept.Approval: D�J /pi- Underwriters Approval: Planning Board Approval: N /A- ►// Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 5 0 2— j 1 Applicant Signature OF SO(/ly®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 ® �Q roger.riche rtCaD-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Owens Address: 430 Orchard Street City: Orient St: New York Zip: 11957 Building Permit#: 39399 Section: 25 Block: 4 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric License No: 5220-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture 3 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches F21 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Exhaust Fans, 1- Paddle Fan Notes: Inspector Signature: Date: July 20, 2016 z Electrical 81 Compliance Form.xls so TJICil fall ' Y _- S - J 54-17-5'Main R011d `r i P.O.Box 117 9 G • O}. Southold,NA' 1191-0950 BUILDING D EPARY-NM-\r U TOWN OF SOL-TROID OCT 1 3 2016 BUILDING DEPT. TOWN OFSOUTHOLD CERTII+IC�TI0N Date: Building Permit No. Owner: (Please print) Plumber.' iJeyF-k use_ (Pleas print) I certify that the solder used in the water supply' system C0nt`:M kas -`2 ="= lead. (P Sworn to before me this day of , 20/ 6 N �,vvl co��s oeate FA(,/3S�10c)� 'Air SOe c' ,/�bE��ork c Notary Public, -::� 20�, SOF 30 / cOUMY,Nct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION — [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION = [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS: �-- � -Mae . G,Br—P DATE �e �� INSPECTOR SOUTyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING - [ ] 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 6 INSPECTOR ` SOUl�, TOWN OF SO`JTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REIIAARKS. ygdqc&we, 4 0 o 0 L �I C 0 vvx�l ovkvX4C DATE INSPECTOR RyaH Porter Sheridan Architects 45 westStreet 4f I New York,,NY 1001010 www.ryallporter.com T 212 254 1175 F 212 254 1755 .4RMTECTURE PLANNUNG September 23, 2015 ��®��SUS To Southold Building Department, Re: Laura Owens Home Addition 430 Orchard Street Orient, NY The concrete re-bar installation for footings and foundation walls as carried out by Manuele Contracting at 430 Orchard Street, Orient, New York conforms to the specifications provided by Joseph Fischetti, P.E. — as per the construction set dated 11.05.14 and approved by the Department of Buildings on 12.03.14. Sincerely, Williamoo -��, �• a.5oa o�' F of NE_ 0 MAR 222016 I;UMI)ING DEPT• ,TOWN OF S&T,101'D -n OCT 5 2015 115 ---------- 9LI)G DEPT September 30, 2015 To Southold Building Department, Re: Laura Owens Home Addition 430 Orchard Street Orient, NY The concrete re-bar installation for footings and foundation walls; the concrete foundation; and the damp proofing as carried out by Manuele Contracting at 430 Orchard Street, Orient, New York conforms to the specifications provided by Joseph Fischetti, P.E. — as per the construction set dated 11.05.14 and approved by the Department of Buildings on 12.03.14. Sincerely, OF William Ryall, AIA 3 93�H Ryall Porter Sheridan Architects 45 westStreet 4f I New York,,NY 1001010 www ryallporter.com T 212 254 1175 F 212 254 1755 ARCHRTECVURE PLAb NONG March 3, 2016 LEE®i PHRUS To: Southold Building Department Re: Laura Owens Home Addition - Plumbing Inspection 430 Orchard Street Orient, NY This letter is to certify that a plumbing pressure test was performed and passed satisfactorily at 430 Orchard Street. All venting and plumbing installations as performed by Manuele Contracting at said project conform to the drawings approved by the Building Department on 12.03.14 and were found to meet code requirements. SI A/�` U` ��A S R 141 Mp oAO D 9T41 o f N w '40 MAR 2 2 2016 William Ryall, AIA BUILDING DEPT. TOWN'OF SOUTHOLD Ryall Porter Sheridan Arohitects F1 0 U nD RVEOVE j OCT - 3 2016 BUILDING DEPT- TOWN OF SOUTHOLD ARCHITECTURE PLANNING INTERIORS l-EEO,'.PHIIJS March 15, 2016 To: Southold Building Department Re: Laura Owens Home Addition - Insulation Inspection 430 Orchard Street Orient, NY This letter is to certify that the insulation at the Home Addition at 430 Orchard Street was installed by Manuele Contracting Inc in conformance with the drawings approved by the Building Department on 12.03.14. Sincerel A/1,0/Y 0 OF* N SIX William Ryall, AIA Architects El' F FR �V ;s;a tali; September 30,201-6 To: Southold Building Department Re: Laura Owens Home Addition — Fire Caulk Certification 430 Orchard Street Orient NY This letter isto certify-that the,fire caulking at the Home Addition at 430 Orchard Street was installed by ManUele Contracting Inc in conformance with the drawings approved by the, Building Department on 12.03.14. ii Sincerely, .1 ED ARCA S. R 9r 0. 01 Op Ao N E William Ryall, AIA D ��L50 V l5 Do OCT 1 1 2016 BLTILDMGDEpT. TOWN OF souTHoLD NTS r r t a ' • " • 1 r: MY �s f 77 f r.� ." ..!FAR • r n PLUMBING ME ,• �. INSUL ATION PER N.Y. STATE ENERGY CODE idft EMS lo;wo 0000-WAM0, KIM- . �':� a ' r lief 11/��. 2 .. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health N/A SOUTHOLD, NY 11971 4 sets of Building Plans yes TEL: (631) 765-1802 Planning Board approval N/A FAX: (631) 765-9502 q 2 q Survey yes www. northfork.net/Southold/ PERMIT NO. l c_7 l Check pending Septic Form N/A N.Y.S.D.E.C.N/A Trustees N/A Examined ,20_/_,_/ Contact: Bruce A. Anderson Approved 20 Mail to: Suffolk Env.Cons.Inc. P.O. Box 2003, Bridgehampton, NY H932 Disapproved a/c Phone: 631-537-5160 Expiration ,201j�,_ n E C E �J ldi sp for L) NOV 1 2 2014 PPLICATION FOR BUILDING PERMIT BLDG DEPT - Date //Tf/2 , 20�y TOWN OF SQUTNOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) S� t5�U�..�L C+� �Sc�(h h f L,- 10 ° 036,V�`007, /34- ne(cn�eN�l /l�3"z (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer,general contractor,electrician,plumber or builder Agent Name of owner of premises Laura Owens (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) c Builders License No. ffloc4uViC (�YLh�,z Q,� Ul�c . -2�/6 �(—�/ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1455 Narrow River Road Orient House Number Street Hamlet r County Tax Map No. 1000 Section 25 Block 4 Lot 6 Subdivision N/A Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy residential b. Intended use and occupancy residential 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4 1 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 5. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 3. Dimensions of existing structures,if any: Front ;31 Rear 3 Depth, 3� Height 2 I ` `` Number of Stories I ` Z I' Dimensions of same structure with alterations 'or additions: Front 3 ,o Rear o z Depth zy' G Height ( ` `' Number of Stories 2 Dimensions of entire new construction: Front Rear Depth_ Height Number of Stories Size of lot: Front 90' Rear 74.68 ;: Depth 24.5 l 0. Date of Purchase 8/16/13 Name of Former Owner Bryan 1. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law; ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO X 1 ' 14. Names of Owner of premises Laura Owens Address 430 orchard Street,orient,NY 11957 Phone No. 212-254-1795 Name of Architect Ryall,Porter,Sheridan Address 135 Fift} Ave,NY,NY loloPhone No 212-254-1795 Name of Contractor Address, Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or;below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY A. l ma`'`r'`�'s'' being duly sworn,deposes and says that(s)he is the applicant (Name of 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 th'e 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-/,his 2�_da of ✓E4-%4S 20`/`{ Notary Public Signature of Applicant Matthew D. (vans Notary Public of New York No. OlIV6053859 Qualified in Suffolk County Commission Expires January 22, 20 Scott A.' Russell �, ° r� ST(0 R IAWA\T]EIR, SUPERVISOR 0 -Z1VJ[A N A\\,G 1El� 1EN T Z SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 '/iL� Town of 1Sro u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) ------- - - - _ - - - ----------------------- ---- ---- ---- - -- - - DOES THIS PIBOJEC;r INVOLVE ANY OF THE FOLLOWING. } Yes No (CHECK ALL THAT APPLY t ❑Nr A. Clearing, grubbing, grading or stripping of land which affects more f than 5,000 square feet of ground surface. E14 B. Excavation or filling involving more than 200 cubic yards of material f within any parcel or any contiguous area:* F-1 M r Site preparation on s es which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑o D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑" E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E]pg -F.--Installation of-new-or---resurfaced--i-mpe-rvious-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 I • in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 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. S APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) .C.T.M. 1000 Date �t District NAME: ' c-E 10'r'lt_ o 94fr rya. u) ��-( . 2 S - o(9 111 a ILP -- Section Block Lot ..... '""`FOR BUILDI\G DEPARTMENT LtSE ONLY Contact Information: J �� —s-1 Reviewed By: Date. Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. -tom' Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — —I 'o/J L-t Stormwater Management Control Plan h,Required. (Forward to Engineering Department for Review.) FORM I SMCP-TOS MAY 2014 Feb 23 16 06:02a- Anything El, ^,Inc 631-589-1334 P.1 + v iv+ r�•vv + VVU ItJJ7 + }f 1/ 1 A4F SO��o� Town�Hall Atulcx S� �i '1'cfcPltcn�e tf81}7u5-iRf)� 5437o 314ain Road C" Zx(01) 7lis-.9502 1-Q.Dox 1179 4 rager.richert +g"sOuthold nX•us -%nidulkl,NY I197I-1)9,1!) Y Nil 13 I3 UtLllING DEPARTmr-N'i' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: 1p , . Name: License No.: eo 4-7 Address: -� _ �L" �' " ` _ ' Phone N �J % •x JQSSITE INFORMATION: (Indicates required information) *Name: *Address: 3y 0 AC 74- *Cross Street: - *Phone No.: -- q ? - 117- Permit No.: Tax Map District: 1000 Section: Block: �Lct. *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NO � � Final "Do you need a Temp Certificate: YES/Cs� Temp Information (If needed) 6 *Service Size: I Phase 3Phase 900 150 200 300 350 400 Other SrD�- *New Service: Re-connect Underground Number of Meters Change of Service Overheats Additional information: PAYMENT DUE WITH APPLICATION edc 82-Request fvr Inspection form ham! fC/JG W � u h'f v C Suffolk Environmental Consulting, Inc. Newman Village,Suite E,2322 Main Street,P.O.Box 2003,Bridgehampton,New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson,M.S.,President L November 12,2014 Michael Verity,Chief Building InspectorY P PAL Suffolk Count Department of Health Services 0- Bureau of Wastewater Management 360 Yaphank Avenue;Suite 2C Yaphank, NY 11980 Re: OWENS Property Situate: 430 Orchard Street;Orient,Town of Southold,NY SUM#: 1000-025—4-06 Dear Mr.Verity, This Firm represents Laura Owens,owner of the above referenced property who seeks a Building Permit authorizing the construction of a 24'x 26' rear addition to her existing dwelling. Application for building permit is hereby made. Contents are as follows: • Application for Building Permit from the Town of Southold. • Erosion,Sedimentation&Stormwater Run-off Assessment Form; • Four[4]copies of architectural plans prepared by Ryall, Porter,Sheridan,Architects dated November 5,2015; and • Four[4] copies of the survey of the subject property,drawn by Peconic Surveyors, P.C. last dated October 30,2014 Kindly commence processing of this application and contact me when the permit issues. If you have any questions or concerns regarding this matter, please do not hesitate to contact this office. f rely, Bruce A.Anderson Cc. Ryall, Porter,Sheridan,Architects The location of public water, wells and cesspools shown hereon are SURVEY OF PROPERTY from field observations and or from data obtained from others. AT ORIENT N TOWN OF SOUTHOLD SUFFOLK COUNTY, MY 1000-25-04-06 SCALE: 1'-20' OCTOBER 30, 2014 0 R C H A R D S T R E E T EDGE OF PAVEMENT MON UTILITY Z FWD. POLE S86019100"E O H �RE�— — — U11LIlY 779± 90.00, �� — POLE D \ O DIRT WELL ti os PARKING M J \ N N A Ox w O 4.4 mOOPORCH [� ITT 10.8 x- 0 \ FE. M w 1 W z M Z p FR/ZHOUSE a��STY. a O �- C7 \ WELL O —TI I ' 32.4 C D ' I O 19.9' DECK 71 03 cn t%'' ''% �/ I TOXIBE REMOVED m z w rrl ' D f T1 0i D m / PROP. O O 321' C7 �— // ✓i SEP E m RWNEON O r PROP. U) z 21.3' O m U1 Q O z CA CONQ 14.X BLDG. 3.11W i, 1 STY. FR. BLDG. I o BLDG. m m BLDG. 3.1'W m i i$ 4.rN MON. FE - FE. DEER FE 0.5'W 0.3N STOCKADE m 74.68' OA- R DEER FE S83'50'00"W o.2'S x o.s'w I N/0/F MICHAEL N/ O F CHRISTINE MORTON & NICOLE COLOVOS OF N , AREA 12,876 80. Fr. r ' .49r--Ab o ANY AL7ERA77ON OR ADDI71ON TO THIS SURVEY IS A 140LA77ON • . LIC. NO. 49618 OF SEC71ON 7209OF 7HE NEW YORK STATE EDUCA 77ON LAW. PECO MORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERAFICA n0NS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET SOUTHOLD, �+ WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 14—O�v 4 7 The location of public water, wells and cesspools shown hereon are SURVEY OF PROPERTY from field observations and or from data obtained from others. AT ORIENT TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y, 1000-25-04-06 SCALE: 1'--20' OCTOBER 30, 2014 SEPT. 29, 2015 (FOUNDA710N) YAGGARINO fl'� 9-15 IYII S T R E E T EDGE OF PAVEMENT AEON. UTILI — — ------- F FND. POLE S86*19'00"E 0 H. WIRES — — UTILITY 770+ \ 90.00' — -----♦POLE D o DIRT WELL STMP O ` y ®, PARKING \`A Li � wZ O COVERED 4.5 Rl " ` m PORCH \ 10.B C/) o \ 3.B X— \ FE. R rn /2 STY• N woaD � L q FR. HOUSE 0 C7 rn q�[l INELL BASEMENT 0 I ' 1 32.4 -- -- - _- ---- _ -_ I . ' 19.9' m -Z-_ - rn O 1.Bi 4.5 = CC) s CONC. o' m M FOUNDAnON + � m w ST. = D U1 2.2, 13.4 0 35.0' 0 0 21.3 24.4 APPROX CU SEPTIC LOCATION O PER OWNER 222�� z C) M (!) O 0 ,y0 n11n. LP- PR P.PR • R. 18.1' j 1 �, 01 0 'FY/ CONC. --- --- / 14.1 BIG. 3.1'W f� I I i 'STY. I OCT 2®15 i// BLDG. m _ ';- ; BLDG. _ c3j3'WN BLDG DFPF " m �i BLDG. 3j3 1m'vi"OF.)T'I rI'f, N $ $ 4.2'N DEER FE MON. FE � 0.5'W 0.3'N slOq(ADE FE• 74.65' 0 x SS3'5O'0O"W INE MORTON N/O/F MICHAEL I N/O/F CHRISTI & NICOLE COLOVOS 1 AREA = 12,876 80. FT. ANY AL7ERA7ION OR ADDITION TO THIS SURVEY IS A WOLA71ON Y.S. LIC. N0. 49615 E ORS, P.C. OF SEC77ON 72O9OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC71ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY 1F P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 14-076 ®VIES HOUSE P, w .s,i 04,7Fw Vit) !,M^on7 DA I Ea c r FEE:Lna_a- -_._ 1 �1-z- NOTIFY CU!I._D;;10 i rf'FRTi.`;T:.NT AT 765-1302 £'.AM Tv 4 P l FO:=� THE FOLLO'tiIJING !;.S.PECT!QNS: 430 ORCHARD STREET 1. FOUNDATION - TVVO RC—Q'J:1T0r7D ORIENT NY 11957 FOR POURED CON" r_TE 2. �� I GI- - FRP,P.,"``;;;a P� ryLUt.',C!,. 3. ifdSULATION 4. FINAL - COiN'STRUC:TiON [:FUST DATE SUBJECT REV. NR. BE COMPLETE FO.' C.Q. ALL CONSTRUCTION' SHALL MEET THE 11.05.2014 FILING SET REQUIREMENTS OF TrIE CODES OF NE7W YORK STATE. NOT RESP ONSIPLE FOR D"cSIOPd OR CONSTRUCTION ERRORS. OCCUPANCY OR CODES OF NEVNi Y0,=;K STA"i'L: & TOWN CODES USE IS UNLAWFUL AS REQUIRED Al` ��.,CJtiDITJONS OF WITHOUT CERTIFICATE sC�: � � rr�zAA. OF OCCUPANCY BOARD P'LiV',, 'ER CER TIFICAr0"! ONLC-'1D.CON TEtJ'rL :FF,C:"., CER TIFICATE-"or 0;CUP'1^,I;'.131I RETAIN STORM WATER RUNOFF SOL©�-R I,1SEDVV I."ATER PURSUANT TO CHAPTER 2361 '► `.Y4131?=-� OF THE TOWN CODE. ,( '? •;- �"� t';" "'�. PLUMBING DO NOT PROCEED WITH ALL PLUMBING WASTE FR;;;:11F.y0 UNTIL SURVEY &WATER LINES NEED OF FOUNDATION LOCATITA TESTING BEFORE COVERING HAS BEEV APPROVED. , Lt 0 W 2 mm N 0 U r!2� wy F T I%X 0 Rs�: R- D NOVEMBER 5 2014 PROJECT INFORMATION DRAWING LIST ARCHITECT: RYALL PORTER SHERIDAN ARCHITECTS ARCHITECTURAL DRAWINGS 45 West 21 st Street 4th Floor A000 TITLE PAGE & DRAWING LIST New York, NY 10010 A001 NOTES, SURVEY& PLUMBING RISER DIAGRAM P (212) 254 1175 A002 SYMBOLS, LEGENDS & ABBREVIATIONS A003 SITE PLAN CONTRACTOR: Manuele Contracting P.O. Box 200 D001 DEMOLITION PLANS Speonk, NY 11972 A101 FLOOR PLANS P (631) 898-0562 A102 ROOF PLAN STRUCTURAL ENGINEER: Joseph Fischetti, P.E. A201 REFLECTED CEILING PLANS P.O. Box 616 Southold, NY 11971 A301 EXTERIOR ELEVATIONS P (212) 620-7970 EXPEDITOR: Suffolk Environmental Consulting, Inc. A401 BUILDING SECTIONS ': ;; . 2322 Main Street P.O. Box 2003 IL ?"'' �` I A601 TYPICAL DETA S Bridgehampton NY 11932-2003 t P (631) 537-5160 z SURVEYOR: Peconic Surveryors P.C. STRUCTURAL DRAWINGS P.O. Box 909 S100 STRUCTURAL PLANS 1230 Traveler Street NY 11971 S200 STRUCTURAL PLANS Southold P (631) 765 5020 S300 STRUCTURAL PLANS S400 STRUCTURAL PLANS S500 STRUCTURAL PLANS = RYALL PORTER SHERIDAN ARCHITECTS ENERGY COMPLIANCE CALCULATIONS 45 WEST 21st STREET I 4th FLOOR EN101 ENERGY CODE COMPLIANCE (RES CHECK) NEW YORK , NEW YORK 10010 P (212) 254-1175 I F (212) 254-1755 JOB NUMBER: 1412 -,.,... DRAWN: RZ �C3��\PqA Y�� ciJti CHECKED: WR PRINTED: 11.05.2014 ATF x`016 of O SCALE: AS NOTED OF TITLE PAGE & DRAWING LIST DRAWING 1 OF 11 NOTES PROJECT INFORMATION ® ENS HOUSE O ° } z9LL V) Z O � � � Z , J ° g CD co General Notes Address: 430 Orchard Street, Orient, New York 11957 o o o (ORIENT STREET) 1. Scope of Work:The construction of a two-story addition to an exsiting two-story o ( W ~ a Q S T R E E T o L single family Residence &Accessory Structure. Proposed Construction: w = w WW U) U N A V Y Two-story Addition to Existing Single-Family Residence LL = U w Z a� 3 2. All work shall conform to the requirements of Residential Code of New York wow a W > State, County Fire Department regulations, utility company requirements, and the Existing Residence includes: W a N a � o0 0 U) best trade practices. -3 Exisitng Bedrooms 430 ORCHARD STREET U) o z � � o - 1 Existing Bathroom < o U o Y Ln CV CU N 3. Before commencing work, the Contractor shall file all required Certificates of ORIENT, NY 11957 n z �' o (n Insurance with the Building Department, obtain all required permits, and pay all fees Proposed Improvements to include: w W n . m ~ I I Q° Z o required by governing local agencies. -3 Bedrooms (Same number of Bedrooms; No change) L M z o Z w -3 Bathrooms(1 Relocated Bathroom and 2 New Bathrooms) ° w t= Q O o co 4. The Contractor shall verify all existing conditions in the field prior to commencing - 1 New Family Room _ M N o uJ C7 ^ -0 work, and shall report any discrepancies between drawings and field conditions to DATE SUBJECT REV. NR. LL < O 1+ C the Architect. Applicable Code: afO Z oo x r K �' Residential Code of NY State 11.05.2014 FILING SET ,<y, LL980 o '0 N Z m C� -r SORENSON Z o 5. Minor details not usually shown or specified, but necessary for proper w > W o o 0 =D N/O/F ROBER W 3 construction of any part of the work shall be included as if they were indicated in the Town of Southold o W a 0 W O r '30"W ?� o l 1.1 o drawings. R-40 Zoning District: Z �' J N7i33 W Q 6. The Contractor shall coordinate all work procedures with requirements of local °w � o } W W o authorities and building management. Height: CL o w 2 Stories &Cellar 0 w W Q 5.WIDE HEDGE a F o 7. The Contractor shall be responsible for the protection of all conditions and U = w 3•WIDE HEDGE S a materials within the proposed construction area.The Contractor shall de si n and County Tax Map No. 165.10 a --� oN ,nR� � o install adequate shoring and bracing for all structural or removal tasks. The District 1000, Section 25, Block 04, Lot 06 N wW w Contractor shall have sole responsibility for any damage or injuries caused by or �� 3�WIDE HEDGE o � � 0 0 0 o during the execution of the work. Suffolk County Tax Map No. I WOOD FE. 1000-25-04-06 A o 8. The Contractor shall lay out his own work, and shall provide all dimensions m �— T w CO required for other trades (plumbing, electrical, etc.). Area of Lot: m z n 00 30.4 o co 0.2956 acres N p A m 9. Plumbing and electrical work shall be performed by persons licensed in their 12,876 square feet Z 00 92 _ trades, who shall arrange for and obtain inspections and required sign-offs. —6PROP w Existing Area Heated/Cooled: ce -71 P w = 6 J Q 10. The Contractor shall do all cutting, patching, repairing as required to perform all 1,367 SF w O W of the work indicated on the drawings, and all other work that may be required to 0 C: - A = complete the job. Proposed New Area Heated/Cooled: = 94' 1,980 SF 70 PROP. m 339' 0 U 11. All piping and wiring shall be removed to a point of concealment and shall be Area Cellar: o 323' properly capped or plugged. 874 SF(Existing; No Change) Z � o 12. The Contractor, upon completion of the work, shall arrange for Building's m m m� b O Department inspections and signoffs as required. Z m 0 u Ko> cD�O O 5 0 �� 2M cn mo 9 O Dv'ip 70 z� Ao• w N Z o Shop Drawing Review Notes .--•� Z N p A m G) Lu 6 ti C) z co zz I Z respect will review contractor's shop drawings and related submittals with PROTECTION OF OPENINGS � XO N Z O W p t to conformance with the structural drawings and the specifications. Z W CO ° o A WOOD FE. X DELAP.SPLIT RAIL FE. }- _ Before submitting a shop drawing or any related material to the engineer, Z w Q M w m o o co F-- I— F— contractor shall: review each such submission for conformance with the means Z o O Per R301.2.1.2 of Residential Code of NY State wood structural panels w/a LU a co > LL wm LL N (V o Z Z methods, techniques, sequences and operations of construction, and safety minimum thickness of 7/16"and a maximum span of 8 feet shall be provided precut � ,N O , 4'WIDE HEDGE S2i21 00 E `p o � O w precautions and programs incidental thereto, including reflection of existing field to cover glazed openings with attachment hardware provided. Fasteners shall be W �Z 150.00 m conditions, all of which are the sole responsibility of contractor approve each such Oz ¢ O (n P tY PP installed at opposing ends of the wood structural panel in accordance with Table o v i w W N submission before submitting it; and so stamp each such submission before R301.2.1.2 of the Residential Code of NY State shown below. O o Z 00 m , V (� submitting it. The engineer will assume that no shop drawing or related submittal Q o Y O comprises a variation from the contract unless contractor advises the engineer ,�, v U o otherwise via a written instrument which is acknowledged b the engineer in `�° a `' & J. COURTNEY HOBLOCK o O (0 O Z < LU writing. In the event that the engineer will require more than by (10)working days WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE Ci a > to perform review,the engineer will so notify the contractor. CD "' N/O/F BARBARA CLOSE > FOR WOOD STRUCTURAL PANELS ti v J LL Q The engineer will return without comment material which has not been approved by (from IRC Table R301.2.1.2) cri Z) contractor. z Testing FASTENER TYPE PANEL SPAN 4 FOANOEL 6 FOOT <4 FOOT SPAN < PANEL SPAN The building code requires the hiring of a special inspector and a testing agency to <6 FOOT <8 FOOT monitor the construction of all phases of the structural elements. The general 4 1/2"#6 16" 12" 9" contractor must coordinate the scheduling of all testing requirements with the WOOD SCREWS testing agency and the special inspector. All testing information and results must 2 SURVEY OF EXISTING PROPERTY W/ PROPOSED IMPROVEMENTS be sent to the engineer of record for review. See drawing X-XXX for controlled inspection. 4 1/2"#8 16" 1611 NTS 12" WOOD SCREWS Miscellaneous 3"VTR 1. Field measurements shall be taken at the site by the contractor to verify supplement all dimensions and additions affected by existing work or new work that has already been installed. Any discrepancies from the information shown on O O I plans shall be reported to and coordinated with the architect. I ' 2. Before commencement of any work and/or fabrication contractor shall submit -------------------------I-___-_--- -- __------__ -----_ to the architect for his approval concrete mix designs for each type of concrete to O O I I be used, mill reports for steel and shop drawings for all trades. WC#1 T BATH 23 i WC#1 r BATH 24 E t — 3. The contractor shall adequately brace, shore, and support the structure during o I , the entire construction period. O O Il 4. The contractor shall be responsible for coordinating all roof and floor �. penetrations, patching, repairing and flashing as required. Co O NEW NEW NEW NEW NEW NEW C wood grain O ��WC FTUB LAV ��wc SHWR LAV 5. Slabs on grade shall be supported by a compacted porous fill at least 6 inches a, thick. At interior slabs a vapor barrier at least 2 mils thick shall be placed between V) SECOND FLOOR the slab and the porous fill. the porous fill shall, in turn, be supported by either O O ' 1 1/2" 1 1/2" clean, inorganic original soil or a compacted fill with a modified proctor density of 390. 3 1 1/2" 3" 1 1/2" 1 1O O 3" 3" 3" 3" 3" 3' I C.O. r r . I a �J �J Smoke & Carbon Monoxide Detecting Devices O O :•:� (. 1. Smoke& Carbon Monoxide detecting devices shall conform to Section 313 of the Residential Code of New York State. _ - --------i-----------------------r--------- ) f ' ': ' �---"-"------------, 2. Smoke detecting devices shall receive their primary power from building ; . :�: ,;•�. ..t e F'77,:77, wiring.There shall be no switches in the circuit other than the overcurrent device r WC#1 -BATH 12 I ; KITCH4N protecting the branch circuit. ..... ircuit. 3. All smoke detecting devices shall be accepted pursuant to rules and l I regulations promulgated by the comissioner, approved by the Board of Standards ' and Appeals or listed by a nationally recognized independent laboratory. No RELOCATEDF RELOCATED RELOCATED EXISTING SINK device shall be deemed to be in compliance with this provision unless it is of either the ionization or photo-electrictype. RYALL PORTER SHERIDAN ARCHITECTS WC TUB LAV TO REMAIN P 45 WEST 21st STREET I 4th FLOOR FIRST FLOOR i 311 I NEW YORK , NEW YORK 10010 ' 1 1/2" ! 112 P (212) 254-1175 I F (212) 254-1755 3" 3" 3" I C.O. JOB NUMBER: 1412 I I •,K�,FtCs.t? ��, DRAWN: RZ C LAUNDRY CHECKED: WR PRINTED: 11.05.2014 A ti ¢ i ATF OI50� QQ4` EXISTING WSHR NOTE: °'` TO REMAIN SCALE: AS NOTED _ BASEMENT 1. FIXTURES MARKED AS NEW ARE SYSTEM ADDITIONS TO EXISTING NOTES, SURVEY & °O J 2. FIXTURES MARKED AS PLUMBING RISER RELOCATED ARE FIXTURES IN TO EXISTING SEPTIC NEW LOCATIONS, BUT DIAGRAM SYSTEM(SEE SURVEY MAINTAINING EXISTING LOAD ON FOR SIZING&LOCATION) THE SYSTEM. 1 PLUMBING RISER DIAGRAM NTS 001 DRAWING 2 OF 11 ABBREVIATIONS LEGEND: GRAPHIC SYMBOLS TYPICAL WALL TYPE SECTIONS INTERIOR & EXTERIOR FINISH LEGEND ®WE HOUSE ACT ACOUSTIC CEILING TILE AD AREA DRAIN 1 WALL TYPE NUMBER ADJ ADJACENT AFF ABOVE FINISHED FLOOR c6 Minerit high density cement board siding ALUM ALUMINUM361 DOOR NUMBER AMPS AMPERES 5/8"GWB BOTH SIDES W/LEVEL 5FINISH,TYP:PROVIDE WATER RESISTANT GWB @ WET LOCATIONS NOT ANOD ANODIZED RECEIVING TILE 304 WINDOW NUMBER s 1 4 Lightweight concrete floor at exterior fireplace APPD APPROVED hearth 430 ORCHARD STREET BD BOARD-VISUAL A 2X4 WOOD STUD@16°o.c, ORIENT, NY 11957 BLKG BLOCKING MW-# MILLWORK NUMBER SOUND INSULATION BETWEEN STUDS S 2 Shower floor tile; TBD BRK BRICK BO BOTTOM OF BOT BOTTOM F# FINISH NUMBER BSMT BASEMENT O 43/4" s 3 Floor tile @ bathrooms;TBD DATE SUBJECT REV. NR. BYND BEYOND CIP CAST IN PLACE 11.05.2014 FILING SET CHNL CHANNEL A-# APPLIANCE NUMBER CJ CONTROL JOINT w-1 Interior wood flooring;TBD CL CENTER LINE TYP.INTERIOR DRYWALL PARTITION CLG CEILING , REVISION NUMBER 'NOTE:ALL INTERIOR PARTITIONS TO BE TYPE'1'U.O.N. CLR CLEAR w-2 Exterior wood decking CMU CONCRETE MASONRY UNIT ROOM SAME AS TYPE'1'W/2X6 STUDS @ PLUMBING WALLS&AS NOTED COL COLUMN ROOM NUMBER 1A COMPR COMPRESSIBLE 600 CONC CONCRETE <I w-4 2"x4"& 2"x6" mahogany framing @ screened porch CONT CONTINUOUS CPT CARPET / i \ -_ WALL TYPE MARKER CT CERAMIC TILE \ � M 1 Stainless steel insect screen, treated, marine grade CTYD COURTYARD 5/8"GWB W/LEVEL 5 FINISH,TYP. DBL DOUBLE DEMO DEMOLISH OR DEMOLITION 1 5/8"WATER RESISTANT CEMENT BACKING DIA DIAMETER A100 DRAWING REFERENCE NUMBER BOARD M-2 Galvanzied steel railings @exterior stairs; Painted DIM(S) DIMENSION(S) TILE ON THINSET,THICKNESS VARIES DN DOWN DR DOOR 2X4 WOOD STUD @ 16"o.C. Ec Exposed concrete @ structural piers & retaining walls. DTL DETAIL 27r DWG DRAWING A201 EXTERIOR ELEVATION MARKER Weather-sealed EA EACH SOUND INSULATION BETWEEN STUDS EJ EXPANSION JOINT WP 1 Typ. interior wall paint, Benjamin Moore,TBD, on 5/8" EL ELEVATION ELEC ELECTRICAL 1 43/4" VARIES GWB level 5 finish ELEV ELEVATOR OR ELEVATION A302 SECTION CUT MARKER EPDM ETHYLENE PROPYLENE DIENE M-CLASS(ROOFING) TYP.INTERIOR PARTITION W/TILE WT-1 Ceramic wall file @D bathroom walls EQ EQUAL 2 EXIST EXISTING ELEVATION EXT EXTERIOR rLvvrs ELEVATION INDICATOR FCLU FINISHED CEILING LEVEL(UNDERSIDE) 04 LA SAME AS TYPE'2'W/2X6 STUDS @ PLUMBING WALLS&AS NOTED FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FFLT FINISHED FLOOR LEVEL(TOPSIDE) 03A 411 01 INTERIOR ELEVATION MARKER FIXT FIXTURE FLR FLOOR FM FILLED METAL 02 FO FACE OF FND FOUNDATION ] SWITCH 5/8"GWB W/LEVEL 5 FINSIH 3/4"PLYWD SHEATHING GA GAUGE (SUBSTITUECEMENT GALV GALVANIZED BACKING BOARD @ TILE HORIZONTAL FURRING GWB GYPSUM WALL BOARD LOCATIONS) BUILDING WRAP HC HOLLOW CORE ]D SWITCH DIMMER CONCRETE BOARD SHINGLES HI HIGH HM HOLLOW METAL HP HIGH POINT HR HOUR ]3 SWITCH 3-WAY BATT INSULATION HT HEIGHT HVAC HEATING, VENTILATING, AND AIR CONDITIONING IRGWB IMPACT RESISTANT GYPSUM WALL BOARD 2XswDSTUD ILO IN LIEU OF 3D SWITCH 3-WAY DIMMER INSUL INSULATED OR INSULATION INT INTERIOR JT JOINT I i LBS POUNDS DUPLEX ELECTRICAL OUTLET L LO LOW 81/2° MAX MAXIMUM MO MASONRY OPENING E1 TYPICAL EXTERIOR WALL-CLADDING TYPE 'CB' MECH MECHANICAL SWITCHED OUTLET MEMBR MEMBRANE 'NOTE:ALL EXTERIOR WALLS TO BE TYPE'Ei'U.O.N. MFR MANUFACTURER MIN MINWUM MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD GFCI ELECTRICAL OUTLET MTL METAL �GFCI MW MILLWORK NIC NOT IN CONTRACT NO NUMBER ® FLOOR DUPLEX ELECTRICAL OUTLET NOM NOMINAL OC ON CENTER OH OPPOSITE HAND OPG OPENING ® SWITCHED FLOOR DUPLEX ELECTRICAL OUTLET OZ OUNCE PCC PRE-CAST CONCRETE PERP PERPENDICULAR PL PLATE SPECIAL PURPOSE OUTLET(WALL) PLAM PLASTIC LAMINATE PLUMB PLUMBING PLYD PLYWOOD PT PRESSURE TREATED SPECIAL PURPOSE OUTLET(FLOOR) PNT PAINT OR PAINTED IN PVC POLYVINYL CHLORIDE RBR RUBBER RCP REFLECTED CEILING PLAN CEILING MOUNTED RECESSED DOWN LIGHT RD ROOF DRAIN REQD REQUIRED RM ROOM SCLU STRUCTURAL CEILING LEVEL(UNDERSIDE) O CEILING MOUNTED RECESSED WALL WASH z>;,';. SED SEE ELECTRICAL DRAWINGS .w SFLT STRUCTURAL FLOOR LEVEL(TOPSIDE) SIM SIMILAR SMD SEE MECHANICAL DRAWINGS CEILING MOUNTED FIXTURE SPEC SPECIFIED OR SPECIFICATION SPK SPRINKLER SSTL STAINLESS STEEL STC SOUND TRANSMISSION COEFFICIENT CEILING MOUNTED PENDANT LIGHT STL STEEL 7:.. STRUCT STRUCTURE OR STRUCTURALa' F'' T AND G TONGUE AND GROOVE TELE TELEPHONE WALL MOUNTED FIXTURE TLT TOILET 4-0 TO TOP OF TOC TOP OF CONCRETE RYALL PORTER SHERIDAN ARCHITECTS TOS TOP OF STEEL LED STRIP LIGHT TPD TOILET PAPER DISPENSER 45 WEST 21st STREET I 4th FLOOR T/D TELEPHONE/DATA NEW YORK , NEW YORK 1 0 0 1 0 TYP TYPICAL O FLUORESCENT FIXTURE LINO UNLESS NOTED OTHERWISE P (212) 254-1175 I F (212) 254-1755 U/S UNDERSIDE V VOLT VAV VARIABLE AIR VOLUME S SMOKE DETECTION DEVICE O VIF VERIFY IN FIELD MTD ON CEILING(TYP) JOB NUMBER: 1412 W/ WITH ��R o WD WOOD SC COMBINATOIN SMOKE&CARBON MONOXIDE DRAWN: RZ O �� WP WATERPROOF DETECTOR&ALARM MTD ON CELIING WRB WATER-RESISTIVE BARRIER CHECKED: WR PRINTED: 11.05.2014 IPA 9 Alo. Oho T,of wEV4 ,40 SCALE: AS NOTED SYMBOLS, LEGENDS & ABBREVIATIONS t4 002 DRAWING 3 OF 11 ZONING AND BULK LIMITATIONS OWENS HOUSE Project Address: 430 Orcahard Street, Orient, New York 11957 County Tax Map No. District 1000, Section 25, Block 04, Lot 06 Suffolk County Tax Map No. 1000-25-04-06 430 ORCHARD STREET Town of Southold ORIENT, NY 11957 Zoning District: , R-40 Area of Lot: 0.2956 acres DATE SUBJECT REV. NR. 12,876 square feet 1 Setback Requirements: 1.05.2014 FILING SET Front Yard Setback: 50'-0" (Existing non-compliant) Side Yard Seback: 15'-0" (35'-0"total for both sides) Rear Yard Seback: 50'-0" Lot Coverage: - Max. Allowable Lot Coverage=20% - Existing Building Area: - Exisitng Two-story Residence: 1,275 SF -Existing Accessory Structure:308 SF - Existing Total Buiding Area: 1,583 SF - Existing Lot Coverage= 12.3% - Proposed Building Area: - Proposed Addition:569 SF - Proposed Total Building Area(Existing and New): 2,152 SF - Proposed Lot Coverage= 16.7% I _ — I - - - - - - - - - - - - - - - - - - - - - loo - - - - - - - - - - - - - - - - 5'-0"SETBACK FOR ACCESSORY STRUCTURES AND POOL C1 Q O OUTLINE OF EXISTINGD O RESIDENCE a d OUTLINE OF EXISTING O D DECK TO BE REMOVED - - - - - - - - - — - - - - - n OUTLINE OF PROPOSED Q L' 15'-0"SIDE YARD SETBACK �� I ADDITION Q p p �? I a o o ' �0 a I Q p Q d Qr � PROPOSED FUTURE ° POOL UNDER o �� ... I SEPARATE APPLICATION co CD 00 0z LU i 1 LLQ � wI ¢ Q f .£. CD~I L 39'0" Q41 LLL1 V O I Q Y ,` .......»� sic \RJ Z Cc O �I IzW 1;9 a _ 0 o Q 0 �Q a { o v - �- LO0 } -� �L co 1 g' 0 0 EXISTING ACCESSORY STRUCTURE TO REMAIN — I I 0 -�- 20'•_o",sID RD SETBACK _ v3:3.saGa'a` l RYALL PORTER SHERIDAN ARCHITECTS Q ' 45 WEST 21st STREET I 4th FLOOR I I o ' NEW YORK , NEW YORK 10010 P (212) 254-1175 I F (212) 254-1755 I _ _ _ 1 JOB NUMBER: 1412 I C 4SaEo qRc _ DRAWN: RZ ��v0 �p S. P.V,gI! �t" 5'-01- SET BACKOF R CA CE SS pRy�" STRUCTIURES AND POOL CHECKED: WR u • PRINTED: 11.05.2014 9T �o, olsoA'' � OO�RMr-W � ' SCALE: AS NOTED i i i ' NOTE: EXISTING SEPTIC SYSTEM TO REMAIN;SEE SURVEY ON A-001 SITE PLAN FOR EXACT SIZING AND 1 SITE PLAN W/ PROPOSED IMPROVEMENTS AND SETBACK DIAGRAM Nwee ()Olj DRAWING 4 OF 11 DEMOLITION NOTES DEMOLITION LEGEND OWENS HOUSE 1. Contractor shall perform all operations of demolition and removal - EXISTING WALLS TO REMAIN indicated on the drawings and as may be required for the work. All work shall be done carefully and neatly, in a systematic manner. r--------� 2. All exist. surfaces and equip. to remain shall be fully protected from i i - EXISTING WALLS TO BE REMOVED damage. The Contractor shall assume full responsibility for damage and L-————_———J C+ shall make repairs required wihout additional cost to the Owner. 430 ORCHARD STREET 3. No debris /shall be allowed to accumulate on the site. Debris shall be � / -/ - REMOVE EXISITNG WALL AND removed by the Contractor as the job proceeds. The site shall be left J FLOOR TILE ORIENT, NY 11957 broom clean at the completion of demolition. ............. - 4. No structural elements shall be removed unless portions affected are '" - REMOVE EXISITNG WOOD adequately supported by either temporary shoring or new structural l FLOOR BACK TO SUB-FLOOR DATE SUBJECT REV. NR. elements as required to protect the stability and integrity of the existing structure. 11.05.2014 FILING SET 5. The contractor shall provide adequate weather protection for the building and its contents during the course of the work. All opening in any wall or roof shall be protected from all forms of water penetration. 6. The contractor shall file all necessary Certificate of Insurance with the Building Department, pay all fees, obtain all permits and provide any and all bonds required by an agency in order to do the work herin described. i / / VA 1/ 7,77,71 j / / i ------------------ ---------------------- , FIRST TWO (2) STEPS TO BE RECONFIGURED - Fol /� STAIR- ' 12 T 10 WOOD FENCE TO 13 R @ 7 3/4" N DOORS " / REF REMAIN REMOVE EXISTING '• i � -------------- WO; - -------------•- - ---- REMOVE EXISTING I �_;_� ?----------- -4- CLOSET DOOR l "1 I l WOOD FENCE TO __—J I L 1 �, -�y.1 REMAIN p II. DN BASEBOARD RADIATORS 00 / Kl\__�_�_'__�_� TO BE REMOVED FOR:r�. REUSE ELSEWHERE I I,-- / - - REMOVE ROOFING ASSEMBLY — _ - �—�_ r -------------- -- -------------- / / _ _ _ -- ABOVE, CUT BACK RAFTERS ---� ---- ------� BRACE AS REQ. AND REMOVE % ( ) I ALL FINISHES DOWN TO SUBFLOOR ,.. REMOVE EXISTING AREA OF DORMER ROOF a , ASSEMBLY TO BE REMOVED j/ AREA OF WALL TO BE: DOOR ;. r (BRACE AS REQ.) / REMOVED ON FIRST r .° j FLOOR ..K AREA OF WALL TO BE � � REMOVED AT EXISTING j DORMER AT EXISITNG BATHROOM: RYALL PORTER SHERIDAN ARCHITECTS - REMOVE ALL BATHROOM FIXTURES REMOVE EXISTING DECK 45 WEST 21st STREET I 4th FLOOR - REMOVE ALL BRANCH PIPING BACK AND GUARDRAIL NEW YORK , NEW YORK 10010 TO RISER AND CAP PROPERLY - REMOVE ALL CABINETRY P (212) 254-1175 1 F (212) 254-1755 JOB NUMBER: 1412 ------------ ---------------------- ------------------------------------------------- ;, ��er� \\�M S. R'Ile Al ----- DRAWN: RZ CHECKED: WR 'f rr PRINTED: 11.05.2014 �A 9T 0� 015() H Q� . OF N>xW -4O SCALE: AS NOTED DEMOLITION PLANS N N 2 SECOND FLOOR DEMOLITION PLAN 1 FIRST FLOOR DEMOLITION PLAN 1/4"= V-0.. DRAWING 5 OF 11 FLOOR PLAN KEYNOTES CONSTRUCTION LEGEND OWENS HOUSE 1 EXISTING ELECTRIC METER TO REMAIN 2 EXISTING WOOD FENCE TO REMAIN FZM�� - HATCHED AREAS ARE NOT 3 CLOSET/STORAGE IN CONTRACT (NIC) 4 SLIDING GLASS POCKET DOORS 5 BUILT-UP WD. STAIR - EXISTING WALLS 6 6" x 6" STRUCTURAL WD. POST 7 WD. PLATFORM STAIR LANDING ON SLEEPERS OVER 430 ORCHARD STREET GRAVEL - NEW WALLS 8 (N) WD. DECK ORIENT, NY 11957 9 6" x 6" WD. TIE --------- - LINE OF SECOND FLOOR 10 NEW PLANTING OVERHANG ABOVE 11 SCREEN DOOR DATE SUBJECT REV. NR. 12 MILLWORK: WD. CABINETS 13 NEW EXTERIOR CMU MASONRY FIREPLACE AT PORCH 11.05.2014 FILING SET 2 1 4 2 1 4 A400 A300 A400 A400 A300 A400 12 _. 2 FAMILY ROOM - J - BATHROOM JCS CS JCS Lo CO dZ .. .- -... -i dZ _... J H _V .-. .. �N ... J - ... ....... _._.. ....._ _... �w cnw (E) FIN. FLOOR CD 4'-2" _ _..............-_._...._ o --------------- 4' 8"VIF _._ . .. -.- �t 0 m _... (9 7 1 8" __.........._... 5 N1 ................._.... ._. _....._.........o _.- UP 3 R 3 N - HALLWAY... 3 _.. - @ 6"EA. - _...._..._....._. .__.............._..._........................ - 2'-10" 20 � , A400 3 _. BATHROOM BATHROOM ENTRY i 3 I. 3 ( 9 � 3. t t. 34 29" . . .._. m x.l a..� ��..,.. 12-0 V.I.F. n , 4 2 4 2 5Lh' ;x A300 — A300 �. .... x I C"i 1 MASTER BEDRM . . ..... 11 _..... _.. 11-01 11 21 __ \ / ; uP�R - - - - - P� R o RYALL PORTER SHERIDAN ARCHITECTS @6" _.. .. . . 4 .. ... .._...._... ..... . _ _ _......._ . �� 45 WEST 21st STREET I 4th FLOOR �. . __ .._ ..........._ .. .. _........._ NEW YORK , NEW YORK 10010 13 - SCREENED PORCH I ' E -1755 = I 212 254 OPEN TO BELOW I o 5 i \\ I t 1 - SCREENED PORCH 13 _... ,' C? JOB NUMBER: 1412 A400 A400 , i , E o \ C DRAWN: RZ ��f?`��`Ph� S• RY�t� y� \ ' ----- _._.._....__.........._.................. 6 _ .... ... . ..............._.. _._....... 8 CHECKED: WR _ o to _ PRINTED: 11.05.2014 ' -- 6 0150b S'T �� L----------- --______- I �.oR SOP -----_ SCALE: AS NOTED 26-0" Ilk6 3 3 MEAN GROUND LE2EOL FLOOR PLANS A300 A300 N N . � SECOND FLOIOR PLAN 1 FIRST FLOOR PLAN101 DRAWING 6 OF 11 ROOF PLAN KEYNOTES OWENS H 1 NEW EPDM SYNTHETIC RUBBER ROOFING MEMBRANE 2 NEW ZINC-COATED COPPER DRAINAGE GUTTER 3 DOWNSPOUT LOCATION; 3" LEADER TO DRYWELL 4 CRICKET TO DIRECT WATER TO GUTTER 5 MANSONRY CHIMNEY WITH STEEL CAP ABOVE, SLOPE TO 6 PARR PEIT & CONTINUOUS ALUMINUM DRIP EDGE 430 ORCHARD STREET 7 EXISTING PERIMETER GUTTER TO REMAIN ORIENT, NY 11957 DATE SUBJECT REV. NR. 11.05.2014 FILING SET 2 1 4 A400 A300 A400 7 7 19'-11"VIF 1 3 a 3 0 J 3co 2 r 2 A400 Lu n- o LL 4 3 El A300 A300 .a, i 2 RYALL PORTER SHERIDAN ARCHITECTS 5 45 WEST 21st STREET I 4th FLOOR 6 1 NEW YORK , NEW YORK 10010 P (212) 254-1175 I F (212) 254-1755 I � I 1 I I A400 SLOPE 3/8:12 I JOB NUMBER: 1412 ��¢ED qRo --� DRAWN: RZ `��P� S. RYq�� y'F` CHECKED: WR PRINTED: 11.05.2014 9� �°. 0l50�0 ^N SCALE: AS NOTED or-NE 10 11'-11"VIF 14'-0"VIF Ir 3 A300 ROOF PLAN N 1 HOUSE ROOF PLANA102 DRAWING 7 OF 11 RCP AND LIGHTING PLAN NOTES RCP & LIGHTING LEGEND ®WENS HOUSE 1 CONTRACTOR TO COORDINATE FRAMING WITH SIZE OF LIGHTING FIXTURE SYMBOLS ELECTRICAL SYMBOLS LIGHT HOUSINGS OA RECESSED CEILING LIGHT- ROUND -co- REGULAR SWITCH �B CEILING SURFACE MOUNTED FIXTURE D-0- DIMMER SWITCH Dc WALL SCONCE 430 ORCHARD STREET=° RECESSED WALL MOUNTED FIXTURE 3v}- 3-WAY SWITCH ORIENT, NY 11957 BOO WALL MOUNTED FIXTURE D3-co-- DIMMER 3-WAY SWITCH DATE SUBJECT REV. NR. so co SMOKE AND CO DETECTOR 11.05.2014 FILING SET ® FLOOR RECEPTACLE 011 ZVI z C� J ------r-----1 I I I I \ \ l✓ f------ -----J I UP I / Bi I I I I I I I A ------ Lou 1 _ �� \ \ I \\ / IA go /3 A B ° !v / ' I -------�- I i /' \1 I _�/_, L----)q-ALIGN LJ`,✓q / 1 _ \-LINE WHERE NEW SLOPED ° -' A \ �� .o o CEILING MEETS EXISITNG GFEI i/ // A �I Iu) FLAT CEILING I I I I w z I.1 II I'I I it i 1• I ill I' I ill / I I I � � \ � I > III III II11 I11 1,111 II /\ /. a. > LI1111'JLIl I-I L'1,L11J GFCII �� II T I I I'I rITl71-'Il,F l 11 ' ' I / - \\ `Y i[ - ''• (n II 11 II 111 III 111 III 'I' / q` ///' \ '\ ` % / 'i9e� - " ': .:( �' .• D B A - ------ S ---------------- L IF ------ ;, L--- RYALL PORTER SHERIDAN ARCHITECTS 45 ST 21st STREET I 4th FLOOR I I —4= I---------- , NEW YORK 1 0 0 1 0 I I I P (212) 254-1175 1 F (212) 254-1755 I 1 PA L J JOB NUMBER: 1412 I , DRAWN: RZ `---- - I ' CHECKED: WR � ✓ *A ----- rJ I - -----___ i PRINTED: 11.05.2014 �� k 01504 0 0- SCALE: AS NOTED or O RCP AND LIGHTING PLAN N N 2 SECOND FLOOR RCP AND LIGHTING PLAN 1 FIRST FLOOR RCP AND LIGHTING PLAN 1/4"= V-0" 1/4" = 1 -0' A 20 DRAWING 8 OF 11 ELEVATION KEYNOTES OWENS HOUSE 1 CONCRETE BOARD SHINGLES 2 BUILT-UP WD. STAIR 3 6" x 6" STRUCTURAL WD. POST 4 SCREEN DOOR @ PORCH 5 NEW SCREENED PORCH 6 CONTINUOUS EXPOSED CONCRETE STEMWALL 7 NEW EXTERIOR CMU MASONRY FIREPLACE AT PORCH 430 ORCHARD STREET 8 CUSTOM STEEL CHIMNEY CAP ORIENT, NY 11957 DATE SUBJECT REV. NR. 11.05.2014 FILING SET co 0 0 0 2 4 Q Q Q 8 A400 A400 8 -- -- ----------- -------- ---- -------- — -------- ---- TOP OF CHIMNEY ——————————— ——————————— —————— -- 22'8" 7 1 7 1 0 EXISTING SECOND FLR ——————————— — / \ � _ \ -------- 17'8== --—————————— — — ————————— LIL \ \\ F11 LIZ 11 —————————— — ——— EXISTING SECOND FLR -- -- - --- 10'3° � 3 3 —� I �o ————— — —— —————————————————————— EXISTING FIRST FLR 16 -- MEAN GROUND ELEVATION — ---- 0. 4 2 6 4 WEST ELEVATIION 3 SOUTH ELEVATION 1/4 = 1 -0 0 o 8 Q Q ---- ----------------- -------- -------------------------- TOP OF CHIMNEY 771 �• .. ————————— ——— ————— —————————————— 22'8 yp¢p ZD Lo EXISTING SECOND FLR CEILING _. .. \\ RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21St STREET I 4th FLOOR NEW YORK , NEW YORK 10010 P (212) 254-1175 I F (212) 254-1755 EXISTING SECOND FLR JOB NUMBER: 1412 =71 ` E R IT 7 pi CHECKED: WR - � 1.. / \\ // \ PRINTED: 11.05.2014 �j� � 0 — '9T ° 0150, SCALE: AS NOTED OR NSW .40 / ----- ----- -- -- -- EXISTING FIRST FL --- -- --- ----------------- --- — 1=6== -- MEAN GROUND ELEVATIOON EXTERIOR 4 ELEVATIONS 6 2 9% ()2 EAST ELEVATION NORTH ELEVATION - EXISTING / NO CHANGE lfc DRAWING 9 OF 11 BUILDING SECTIONS KEYNOTES ®VIES HOUSE 1 CONTINUOUS EXPOSED CONCRETE STEMWALL, S.S.D. 2 6" x 6" STRUCTURAL WD. POST, S.S.D. 3 VENTED CRAWL SPACE 4 SCREENED PORCH 5 CONCRETE BOARD SHINGLES S - X 8 8 4 2 6 SCREEN DOOR @ PORCH Q -62o Q X A400 A400 7 EXTERIOR MASONRY FIREPLACE 430 ORCHARD STREET -s2o 9 CUSTOM STAIRS TEEL CHIMNEY CAP, GALVANIZED, PAINTED ORIENT, NY 11957 —' — 10 DOUBLE PANEL SLIDING GLASS POCKET DOOR 11 MILLWORK: CABINETRY/CLOSET, FINISH PLYWOOD 7 DOORS & SHELVES W/ST. STL. HARDWARE DATE SUBJECT REV. NR. b 11.05.2014 FILING SET I --------------------- ---- ------- — ----- ------ EXISTING SECOND FLR CEILING —— 17'8" X \ 11 \ / -620 \� � ♦\ \ \ \ � 00 -- 9 / I ————_ EXISTING SECOND FLR —— 103' --- I — -- ---- I -6.20 \ -620 X I I \ 2 — I '\♦ I a. 1.17 4 \ 6 -620 I I 10 - - 00 II I I ff 10 X \\ X SII -620 �- I I •' —— EXISTING FIRST FLR ----------------------- - --------------- --- --------------- ----- ON -------� -- ----- MEAN GROUND EL X �` �, / ,, i,, % -620 3 4 NORTH SOUTH SECTION 3 EA ��W�ET SECTION LOOKING SOUTH o S 4 2 o g Q Q A400 A400 TOP OF CHIMNEY ------------- ---- ---- --------------------- — 22'8'• X -620 -620 I " EXISTING SECOND FLR CEILING --- / 77,8,,. 1i/ -620 / a 9 ....a......e. .. rx -620 I D D _.--� � EXISTING SECONDiF0L3 I I I ♦ 1 2 I RYALL PORTER SHERIDAN ARCHITECTS I �` 6 \\ � I I _ 45 WEST 21st STREET I 4th FLOOR X I f 10 \\ \\ NEW YORK , NEW YORK 10010 / -620 , P (212) 254-1175 1 F (212) 254-1755 -620 Q / ' JOB NUMBER: 1412 1 ' � ! - / -------- i I ----- EXISTING FIRST 7 mom= : : -- ------ ----- ----- ONS DRAWN: RZ — ------- --- —�— MEAN GROUND ELEVATIOO� • ` ` :' \ CHECKED: WR *' 1 � >. \ X -620 PRINTED: 11.05.2014 3 3 O 4� \ \ i;< SCALE: AS NOTED HOUSE BUILDING (D-/! SECTIONS NORHT�- S�OUT�HSECTION 1 EAST WEST SECTION LOOKING NORTH401 1/4 – 1 -0 DRAWING 10 OF 11 OV�E�IS MEMBRANE ROOFING 3" RIGID INSULATION MEMBRANE ROOFING 3/4" PLYWOOD SUBSTRATE 1/2" POLYISO COVER BOARD FIRESTONE ANCHORGARD 430 ORCHARD STREET FASCIA COVER ORIENT, NY 11957 '" � FIRESTONRE EXTRUDED 3" RIGID INSULATION BOARD ANCHORGARD BAR ROOF EDGE TO RECEIVE FASCIA COVER DATE SUBJECT REV. NR. — o MAHOGANY TRIM 11.05.2014 FILING SET 3/4" PLYWOOD SUBSTRATE N BATT INSULATION 11 7/8"TJI -SEE STRUCTURAL ° WATER RESISTANT BARRIER AIR-BARRIER 3/4" PLYWOOD SHEATHING ELECTRICAL CONDUIT CAVITY CONCRETE BOARD SHINGLES 5/8"G.W.B. BATT INSULATION DETAIIL SECTION - ROOF DETAIL SECTION - EAVES 6 3..=1�� 5 3..=,�� WATER RESISTANT BARRIER BATT INSULATION 3/4" PLYWOOD SHEATHING � CONCRETE BOARD SHINGLES �` I CONCRETE BOARD MEMBRANE TAPE SHINGLES -- 3/4" PLYWOOD SUBFLOOR HORIZONTAL FURRING p 3/4" PLYWD SHEATHING � ' 1 _ �_ BUILDING WRAP a 'p•° 6" CONCRETE STEM WALL • - RIGID INSULATION 2X6 WD STUD _ _ _• _P a' p• a� ° ' p • � ` a ' �• p •- 5/8"G.W.B. W/LEVEL 5 FINISH •a. p.'• �'a (SUBSTITUTE CEMENT - a a _ °� CONCRETE FOUNDATION WALL-SEE BACKING BOARD @TILE STRUCTURAL DRAWINGS ° - ' _ . p- LOCATIONS) ' " 4 DETAIIL SECTION - SIDING 3 DETAIL SECTION - STEM WALL AT HOUSE =1 ("t , ,A,,, �,., i � ,..,,ea.� � ...,. ' :�: ..3A «a .. Y :.�� _ rl oap , . . _a . �', o�,oma o� CONT. DRAIN BOARD • . a�p •_°� �o 0��00 RYALL PORTER SHERIDAN ARCHITECTS _°� � _ a - � � DAMPPROOFING 45 WEST 21st STREET I 4th FLOOR FINISHED FLOOR � . a .,p• � � � � WASHED GRAVEL NEW YORK , NEW YORK 1 0 0 1 0 _ p ° -. _ �� SURROUNDED BY P (212) 254-1175 ► F (212) 254-1755 3/4 PLYWOOD SHEATHING ,a° a o �� GEOTEXTILE FILTER • � . .a -. • _ P , �� FABRIC - <�� ¢- �`�O-'�.. JOB NUMBER: 1412 �. GRAVEL °a_ - � � �' _• a. � �� '-�� , �® q BATT INSULATION �� ° � � - j� �a� � DRAWN: RZ �� 1�.>� �t� � Q p `4 _ - �- ,� hfj `�` rd � A • � _ - �Js�� CHECKED: WR � .. °; _ •• pb4 � ,' 4_p ,a 4 � - ��_� PRINTED: 11.05.2014 ��, ��• Q150 'f` ,; °� o _ , : 11 7/8"TJI -SEE STRUCTURAL �� °P _ a •° ; � _•�, a� � . °a _� _ � � SCALE: AS NOTED � 4" CONT. PERFORATED TYPICAL DETAILS PVC FOUNDATION DRAIN. SLOPE TO DRYWELL, TYP. FOOTING, SSD DETAIIL SECTION - FLOOR 1 DETAIL SECTION - STEMWALL AT HOUSE 2 3"=1'0" 3"=1'0" DRAWING 11 OF 11 OWENS HOUSE 430 ORCHARD STREET ORIENT VILLAGE, NY 11957 SOLID BLOCKING (3)1-3/4X11-7/8 IN TJI DATE SUBJECT REV. NR. ML BEAM 11.05.2014 FILING SET - -- - [Ip iii!;IsI't''.f I'rt t!'"�•(�•I rt1,''iti'j'iJ,I'' ! 1p 1I1��';.t{'' `,!y?��.,n'.'i!E1'IIIIj yf1:!'1I'�_^IjIII{jIfIi`!II mj�I�E T; �jI�1IjII`,;_jj=`{'rI;';d—'},:_--—.I--.--—.-____%__�—._t_iI_?II-_-_--__.--_----—`—_.—.. �'II�II jI____—___. �.--_.__.- - --.1.-,._--..—i.-_.._--.-,-_—._J.1ff'j_I1•�_- -- LUMBER ER_O1„NC � 'Ym`..-.�_•, TM__ ».A..r,_,,�..._..,. ,«, ,.,......z...._,_._._.....w,..,..,.-x--:r.".-(-��I _M •('V 18Q+f�I';Ii;t'IIIII'rI I __-fQ,'_'-'•j--`__v�aPO-Rv -i►6'I °'o0 Q ,1IiII O 4— • p -,=p _u11-78TJFLAT ON TOP OF 18 81 EXISING SHEATHING � T /` CRAWL SPACE r4 2” LL j (4)1-3/4X11-7/8 ML 12 61-011 w/(2) 3/8"STEEL Ali O I _ ____D4________Q,Q____D4_s______ ,___D�____ Q. a � dQ ,III 1 . o0A}ti 'I1 O` LI - _ \_110 fl ----_---_----_---__------"_---------_------------------- BETWEEN SPACES u")0 In V� CRAWL SPACE 12"OF 3/4"STONE Q-9 m M DOWELS @ 18110CFILL SOLID BLOCK 12"ON BOTH SIDES ON NEW CONCRETE ------i rWALL STEP UP FOOTING `-------i VENT AS AND WALL 25'-1O" REQUIRED ol Ae FOUNDATION PLAN SCALE: 1/4" = 1'-0" (3)1-3/4X11-7/8 ML BEAM 1 STRUC TURA L ENGINEER:NGINEER: JOSEPH FISCHETTI, P.E. P.O. BOX 616 SOUTHOLD, NY P (631) 765-2954 :.�;Y..•...w." r El 7 F1 .:."h.e .:i 2X10 DF#2 @16 OC 2X10 ACQ @16"OCc4�x11a/a ci ML BEAM VENT SILL PLATE VENT 2X6 ACQ S I L L PLATE GRADE GRADE TERMITE SHIELD TERMITE SHIELD RYALL PORTER SHERIDAN ARCHITECTS SILL SEAL SILL SEAL 5 WEST 21st STREET 1 4th FLOOR NEW YORK , NEW YORK loot 7 8 PC WALL 8 PC WALL P (212) 254-117 I F (212) 254-1755 DAMPPROOF #4 @18" OC DAMPPROOF #4 @18" OC 777—77--, 0 0 rn JOB NUMBER: 1412 2" CONC. SLAB 12" OF 3/4" STONE DRAWN: JF CHECKED; JF . 1: 1 G. 16"X8" CONIC, F G:16"X8" CONC. FT (3) #4 REBAR (3) #4 REBAR PRINTED: 11.05.2014 HOUSE PORCH SCALE: AS NOTED 411--L STRUCTURAL PLANS 6 I DRAWING 1 OF 2 OWENS HOUSE 430 ORCHARD STREET ORIENT VILLAGE, NY 11957 DATE SUBJECT REV. NR. 11.05.2014 FILING SET 911 o O �II o o OMF-C9 N o 5EAM N N 1/2 W 1/2 U1 2411 INTEIR10fR COLUMN FOOTING FLAN \' 311 it f� Q I I ry') O o i v M z = N i #4 REB AR ul STRUCTURAL ENGINEER: O ROD EXTENSION O --J CUT TO LENGTH JOSEPH FISCHETTI, P.E. AS NECESSARY P.O. BOX 616 SOUTHOLD, NY a P (6311) 765-2954 LU COUPLE O MSL ANCHOR RODS Li L 111,211 ;iloe 01„11=912 10X:9 a RXALL PORTER SHERIDAfi! ARCHITECTS 45 WEST 21st STREET I 4th FLOOR ° ° a NEW YORK , NEW YORK 1oolo P (21.2) 254-1115 1 F (272) 254-1755 24" JOB NUMBER: 1412 DRAWN: JF \ ` (,' SECTION AT TALL STEMWALL CHECKED: JF PRINTED: 11.05.2014 "' - ,r�R fir•' SCALE: AS NOTED SEC ION A--A STRUCTURAL PLANS EM2 0 0 DRAWING 1 OF 2 OWENS HOUSE 430 ORCHARD STREET ORIENT VILLAGE, NY 11957 -- DATE SUBJECT REV. NR. 11.05.2014 FILING SET 3 29 V1920�11 =1 I 1 1 i I o { a d t O ---------- 00 ' 00 (3)1-3/4X11-7/8 ML 11-7 8 Tj 123o FI 916"OC STRUCTURAL ENGINEER: o JOSEPH FISCHETTI, P.E. /(4)1-3/4X11-7/8 ML w/(2) 3/8"STEEL P.O. BOX 616/ / 6x6 SOUTHOLD, NY - — — — — P (631) 765-2954 SIMPSON ITS TOP ' SIMPSON GLTV ' I c I --------------- MOUNTJOIST I 5-1/2X12 HANGER HANGER FORTJI Lj Ll L OI u II N — — — — — — — C�/' O J' 1 4-1 of I F --- --- - - - - Z SII �, �,) x� I ,11-7/8 TII 230 FI (a16"OCA, mm00 l l co II � ---—-—-—-—-—-—- I I1 co n I SIMPSON Mo m R'�ALL PORTER SHERIDAI�t ARCHITECTS - --------- - -- I ENT FRgME POINT 45 NEST 21st STREET I 4th FLOOR 6x6 L NEW YORK , NEW YORK, 10010 POINTFROMMOMENTFRAMEMODEL: P (212) 254-1175 I F (212) 254-1755 HEADER OMF912-10X9 2ND. FLOOR PLAN 1ST. FLOOR PLAN JOB NUMBER: 1412 SCALE: 1/4" = V-0" _ DRAWN: JF SCALE: 1/4 — 1 -0n. `} l�, CHECKED: JF ',' 5 PRINTED:: 11.05.2014 \J SCALE: AS NOTED STRUCTURAL PLANS 8 =300 DRAWING 1 OF 2 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS OWENSHOUSE USE THE FOLLOWING APPROVED USP R P METAL CONNECTORS POP, WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAP430 ORCHARD STREET CAPACITY. 430 VILLAGE, E 11957 KING STUDS ° ° RAFTER WALL STUD DATE SUBJECT REV. NR. ENDWALL CRIPPLE STUD ° BOTTOM PLATE 11.05.2014 FILING SET o ° o RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS / CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER BATH SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER (2)JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g g g JOIST DIRECTION WITH THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER JAPPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) + WALL SHEATHING RAFTERS MAINTAIN 1 + 'e l + ' 1 1 + VENTILATION/Z , SIDEWALL FLASHING WOOD JOIST FOUNDATION ' � ' ' � ' � � TOP PLATE BLOCKING BLOCKING - - FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING V 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0"O.C. � �� WOOD GIRDER THE SPACE VENTILATED. ALL OPENINGS CONTIN. SCREENED VENT 4f'-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS I�D SHALL BE COVERED WITH CORROSION- ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT. PLYWOOD INSTALL 4'0"O.C. FLASHING TO FORM CHANNE 11LOCATION USP NUMBER DESCRIPTION 'ON OPENINGS OF 1/4 INCH IN DIMENSION. SOFFITED EAVE 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECTTO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4 6 RAFTER RT10 10-3/4„x 18ga. TYDOWN ANCHOR ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0”O.C. / `' / CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS 1411- 16" LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS 8'�-12 RAFTER RT20 21-1/8 x 20ga.TYDOWN ANCHOR EACH RAFTER ON ALL OPENINGS SOFFITED E+AVE DETAIL KEEP ROOFING NAILS OUT 2ND. FLOOR WALL OF FLASHING ' ROOFING LAPS BASE FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST TOP PLATE SIDE WAJ•••L FIJ�ASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC �J WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTER INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND I�D - 411-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS PRE-MANUFACTURED IKEEP SHEATHNG MIN. 1-1/2" RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK T ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH STRUCTURAL ENGINEER: INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. 8"- 16" MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS JOSEPH FISCHETTI, P.E. P.O. BOX 616 SOUTIHOLD, NY `�'� O I P (631) 765-2954 DBL. SILL PLATE �— SUBFLOOR TERMITE SHIELD SILL GASKET ,-, F WOOD JOISTS / NEOPRENE _ TYP. CONC. FOUNDATION A CONC.SLAB GASKET 2x& /2x8 CONTINUOUS WOOD PLATE _ DAMPPROOF EXTERIOR 6 MIL. POLY c - V' BOLTED TO STEEL BEAM WITH - ` ' 11 'I V GRANULAR FILL A 1/2 DIA, BOLTS 48 o.c. STAG. ' 6MIL POLY ON EXTERIOR �� r V STEEL COLUMN - A ' u �/ n CONC. SLAB ° 4 ' ° 4 'p - D d� ROOF JACK n \� u u STEEL BEAM e e � ^ i � o ��p _ u // I-I-, COMPACT FILL 4" x 1/4" x 8" STEEL ' ° „ , �` KEYWAY FOOTING o ^ ° FLASHING ROOFING LAPS ` TOP 1/2D BOTTOM AN HOR BOLT d V e ° 4 ° i� D � n SIDES ANDTOP ` �� C p p CONC. FTG. — `p Q`p G \ ° e _ ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT o o•, p (USP LBPS58 OR BP583;) REINFORCING BAR FOUNDATION 5/8" DIA.ANCHOR BOLT - I 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS _ , l 10 KIPS ) RYALL PORTER SHERIDA'N ARCHITECTS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM _ 45 'FEST 21--t STREET I 4th FLOOR CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL BEAM DETAILNEW YORK , NEW YORK 10010 TYPICAL CONC. FOUNDATION.APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36"OC P (212) 254-1175 I F (212) 264-1755 WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3"STEEL COLUMN ANCHORED TO 24 x24"x12 CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL JOB NUMBER: 1412 r SUBFLOOR DRAWN: JF CONC.SLAB I DOOR FRAME o.>'t�`',,*''' ' -,`:' 6Xi6 10/10 WWM � COMPACT FILL DOOR I I 0 JOIST USE 2X8 CHECKED: JF .'Y...'..d.b i FOR BLOCKOUT STEEL BEAM 4" SLAB v ( = 5.2014 SLOPE PRINTED: 11.0 P.T. PLATE v wmm e. 4"DRIVEWAY—pm.. NOTCH JOIST AND ADJUST HEIGHT 'p+. 1/2"AIR SPACE < ! (WITH A NAILING PLATE IF N 4 AT END AND �� 1Q/2� ° ° e' ° ;a °° , ° X. „ OR HIGHER THAN NEEDED) SCALE: AS NOTED GRADE 4 - -` -Z�--"-- IDES OF WOOD STEOE BE OTO ALLOW OR SHRINKAGE ( ° 4 0 4 0 4 �' - p = BEAMS ° 4 �° e ° 4 �,'4 �'� (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) „ � 6X6 W.W.M. � — —,.r r-'e C e c '^ �'4 �'4 4 �'/ e o �� NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM MIN. _ p p e�^ SUBFLOOR •d 4 REINFORCING BAR ° C "° REINFORCING BAR c ° - NOTCH EQUALS 1/4 DEPTH OF BEAM e °a° e�p ' �D De I I—I I —1IT' 01ST DRAIN TILE Ii 12„':-� Q ;° SHEET METAL/30#FELT UNDER BEAM AT POINT ° _ 4 L�`/� �° ° �° ° I � PLANS OF CONTACT WITH CONCRETE OR CONC. BLOCK — STEEL BEAM a ° ° 3" 1111 TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM PLATE (BOLTED TO BEAM) REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET DRAWING 1 OF 2 OWENS OUSE 430 ORCHARD STREET WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ORIENT VILLAGE, NY '1400TES1). RIDGE-TO-RAFTER ASSEMBLY: ROOF F RAM I N G: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 11957 GENErrm,"AL 1 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION DATE SUBJECT R CEILING JOIST 8'WALL: 3-8d COMMON EACH EV. NR. intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL 11.05.2014 FILING SET for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM -SBC LAP NAIL AF&PA WOOD FRAME CONST. MANUAL for One and Two Family Dwellings sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM -SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM -SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2- 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 GAURDRAILS ANY DIRECTION 200 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences„ or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. PLATE lspacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E PER; FACE NAIL 2- 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 4- 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C.. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION ym.. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" D.C. at panel HEADER TO 16d COMMON 16" O.IC. FACE SMOKE & Co DETECTORS ® SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK latest version 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER; FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin)soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL QTY. SPACIN(G NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. 11 NONE P Y 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE 4 - 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2- 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. p SHEATHING LOCATION 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 6"O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL @ @ 9 CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE ( ) poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )• SEE NOTES: 1 BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3- 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST 3 - 16d COMMON PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES p p p 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2" dia x 8 longanchor bolt with washers and nuts. ROOF SHEATHING: ....-- For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches D.C. 1).All framing techniques and methods as prescriptive design of(AF & PA)Wood Frame 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Const. Manual for One and Two Family Dwellings (WFCM); or as specified in R301.2.1.1 Use a minimum 1/2"dia x 8" Ion anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For g g AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. g below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS: STRUCTURAL ENGINEER: 2 . Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM -SBC Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES JOSEPH FISCHETTI, P.E. 3). Floors,walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY 4EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12" O.C.SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) P.O. BOX 616 SOUTHOLD, NY where needed. NOTE:2 FOR PANEL FIELD GYPSUM 7" O.C. EDGE P (631) 765-2954 4). Unless otherwise noted , all bearing wall headers to be (2)2x10#2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all6). Concrete piers shall be a minimum 6" ab WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 above grade. openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: NOTES openings. Bearing wall window sills shall also have (2)1 window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. EEI and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM -SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3" O.C. EDGE 6d COMMON 2 . Tabulated 12 inch o.c. nails spacing assumes sheathing attached to stud framing members with 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD ) p g g 9 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD 5d COOLERS 10"O.0 . FIELD Li on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING' NOTE: 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists ' under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTIONNAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY RYALL PORTER SHERIDAN ARCHITECTS provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 45 WEST 21 vt STREET I 4th FLOOR needed. 1"OR LESS 8d COMMON 12" O.C. FIELD N E�'JYORK , NEW YORK 10010 HVAC SYSTEM NOTES 1). PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 100 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. P (212) 254-1175 1 F (212) 254-1755 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTE requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF JOB NUMBER: 1412 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. Section R602.9 - FIREBLOCKING REQUIRED 2). HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblockin shall be provided to cut off all concealed draft openings both vertical and horizontal adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed g p ( ) - equipment supplier. and to form an effective fire barrier between stories and between a top story and the roof space. DRAWN: JF over subfloor as per manufacture's instructions. 1). Nailing requirements are based on wall sheathing � Fireblockin shall be provided in wood-frame construction in the following locations. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing g p g 11). All bathroom to have 1/2"thick moisture-resistant sheetrock. Garage walls and is nailed 3" on-center at the panel edge to obtain higher Contractor and owner for final review and approval. p g g CHECKED: JF ceilings and over furnace to have 5/8"thick type-x sheetrock. All other parts of building shear ca acities, nailin re uirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have p regular 1/2" sheetrock. All walls to be to ed and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed PRINTED: 11.05.2014 12). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. using parallel rows of studs or staggered studs. �{ approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected SCALE: AS NOTED torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced tot - 16d nail per foot. drop ceilings and cove ceilings. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R313 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces STRUCTURAL ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R311.2.2, N.Y.S. Residential Code. AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENERALLY PLANS 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS. ALL flame and products of combustion. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. rte DRAWING 1 OF 2 Generated by REScheck-Web Software REScheck Software Version 5.5.0 2010 New OWENS HOUSE r . . Compliance Statement; The proposed building design described here is consistent with the building plans,specifications,and other a York Foundation Inspection Complies? Comments/Assumptions Compliance C e rt i f i e a to calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Inspection C h e e kl S t Energy _ Conservation Construction Code requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in 303.2.Z Exposed foundation insulation ❑Complies [FO11] protection. ❑Does Not the REscneck Inspection Checklist. Energy Code: 2010 New York Energy Conservation Construction Code ❑Not Observable Name-Title Signature Date Requirements: 0.0%were addressed directly in the REScheck software ❑Not Applicable Text in the "Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each ao3.s snow melt controls. ❑complies Project Owens House user code requirement be met [F012]2 ❑Does Not 430 ORCHARD STREET 1 s being claimedl.Wherecomplianceifais itemized in a separate table, anrefe�ence tothat table is provided.an exception ❑Not Observable a_ Energy Code: 2010 New York Energy Conservation ❑Not Applicable ORIENT, N\/ 11957 Location: Suffolk County, New York section Plans Verified Field Verified I Construction Type: Single-family # pre-ilnspection/Plan Review Value Value Complies? Comments/Assumptions Additional Comments/Assumptions: & Req.ID _ Project Type: Addition 103.2 Construction drawings and ❑Complies Climate Zone: 4 (5750 HDD) [PR1]1 documientation sufficiently ❑Does Not Permit Date: 'demonstrates energy code DATE SUBJECT REV. NR. Permit Number: €'t Not Observable envelolpe. for the building _ ❑ 11.05.2014 FILING SET envelolpe. ❑Not Applicable Construction Site: Owner/Agent: Designer/Contractor: 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR311 clemonstrates energy code g; compliance for lighting and ❑Not Observable mechalnical systems.Systems ❑Not Applicable ;servingl multiple dwelling units ti:�`" •�`:&.:Aq;.}. 'a'. is - d - .- ;must Ce .-....:W.. .:�...�... -.-... ...� .:.�,�,-:�.:......�_...._._....._.�.,�.e__......._..._.. d emonstrate complian • � ;with the commercial code. Compliance: 20.9%Better Than Code Maximum UA: 187 Your UA: 148 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. 403.6 Heating and cooling equipment is Heating: : Heating: ❑Complies It Does NOT provide an estimate of energy use or cost relative to a minimum-code home. [PR2]2 sized pier ACCA Manual 5 based Btu/hr_ Btu/hr_ ❑Does Not sw on loadis per ACCA Manual J or Cooling: Cooling: other approved methods. ❑Not Observable Btu/hr Btu/hr_ ❑Not Applicable Envelope Assemblies ft Additional Comlments/Assumptions: Uj Wali-West:Wood Frame,16in.o.c. 358 21.0 0.0 0.057 17 Window-M Bath:Wood Frame,2 Pane w/Low-E 10 0.310 3 Window-M Bed:Wood Frame,2 Pane w/Low-E 32 0.310 10 Window-Bath 2:Wood Frame,2 Pane w/Low-Ei 8 0.310 2 Window-Bath 1:Wood Frame,2 Pane w/Low-Ei 10 0.310 3 Wall-South 1:Wood Frame, 16in.o.c. 221 21.0 0.0 0.057 8 Window-Hallway:Wood Frame,2 Pane w/Low-E 12 0.310 4 Window-M Bed: Wood Frame,2 Pane w/Low-E 68 0,310 21 Wall-South 2:Wood Frame, 16in.o.c. 107 21,0 0.0 0.057 5 Window-M Bed:Wood Frame,2 Pane w/Low-E 28 0.310 9 Wall-East 1:Wood Frame, 16in,o.c. 254 21.0 0,0 0,057 10 Window-Hallway:Wood Frame,2 Pane w/Low-E 14 0.310 4 Window-Entry:Wood Frame,2 Pane w/Low-E 47 0,310 15 Door-Entry:Glass 24 0.310 7 Wall-East 2:Wood Frame, 16in.o,c. 103 21.0 0.0 0.057 6 Ceiling: Other 590 0.026 15 Floor-@ Crawl Space:All-Wood joist/Truss Ovelr Uncond.Space 219 38.0 0.0 0.026 6 Floor-@ Porch Overhang:All-Wood joist/Truss Over Outside Air 127 38,0 0.0 0.026 3 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Owens House Report date: 11/04/14 Project Title: Owens House Report date: 11/04/14 Project Title: Owens House Report date: 11/04/14 Project Title: Owens House Report date: 11/04/14 Data filename: Page 1 of 7 Data filename: Page 2 of 7 Data filename: Page 3 of 7 Data filename: Page 4 of 7 Section 2010 New, Section Plans Verified Field Verified Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions York Insulation Inspection Complies? Comments/Assumptions # Finall t,ispection Provisions Complies? Comments/Assumptions Value Value Value Value - ®� � & Req_IDl Ener y &Re .ID _ 402.4.4 Fenestration that is not site built i [Complies 303.1 All installed insulation labeled or ❑Complies 402.4.2, :Building envelope tightness ACH 50=_ ACH 50=_ ❑Complies 2010 New (FR20]1 is listed and labeled as meeting ❑Does Not (IN13]2 installed R-values provided, ❑Does Not ` 402.4.2.1 ,verified by blower door test result' ❑Does Not � ■ AAMA/WDMA/CSA 101/1.5,2/A440 ; [FI17]1 of&It;T ACH at 50 Pa.This n ra�/ rl r o y [-]Not Observable % ❑Not Observable', ❑Not Observable �! �J i 1 or has infiltration rates per NFRC '. tr� 'requirement may instead be met , QW 400 that do not exceed code ❑Not Applicable ❑Not Applicablevia visual inspection,in which ❑Not Applicable i limits. case verification may need to /1 i h Additional Comments/Assumptions: :occur during Insulation i./ t6r L■r 402.4.5 IC-rated recessed lighting fixtures. ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not Inspection. and labeled to indicate&It;=2.0 403.2.2 Duct tilghtness via post- _cfm _cfm ❑Complies C VEfficiency cfm leakage at 75 Pa. ❑Not Observable [F14]1 'construction with maximum ❑Not Applicable ❑Does Not ¢ leakage of 8 cfm to outdoors,or I /q ■ 403.2.2 All joints and seams of air ducts, ❑Complies '12 cfm across systems. For ❑Not Observable ` _ I '*ate [FR13]1 air handlers,filter boxes,and ❑Does Not rough-iin tests,verification may ❑Not Applicable v i \.r building cavities used as return need to occur during Framing ducts are sealed. []Not Observable Inspection,with maximum ❑Not Applicable leakage of 6 cfm across systems 403.2.3 Building cavities are not used as [Complies and 4 cfm without air handler. q [FR15]3 ducts or plenums. ❑Does Not 403.1.1 Programmable thermostats ❑Complies __....�,_ _,..._-r............___.._.__..._��b.,a...�-,..�.,......,-. - , _ .-.;_.� ca [F19]2 installed on forced air furnaces. ❑ Above Grade Wall 21.00 _ []Not Observable Does Not ❑Not Applicable ' [-]Not Observable Below-Grade Wall 0.00 403.3 HVAC piping conveying fluids Rt-_ R-_ ❑Complies ❑Not Applicable ; [FR17]2 above 105 QF or chilled fluids ❑Does Not 403.1.2 Heat pump thermostat installed ❑Complies Floor 38.00 below 55 QF are insulated to R-3. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ' Ceiling/Roof 0.00 ❑Not Applicable -` ❑Not Observable 403.4 Circulating service hot water Rt R-_ ❑Complies _- []Not Applicable Ductwork(unconditioned spaces): -- - [FR18]2 pipes are insulated to R-2. ❑Does Not 403.4 Circulalting service hot water ❑Com lies y s ❑Not Observable 2 ps s r s r [Fill] systemis have automatic or ❑Does Not ❑Not Applicable accesshble manual controls. ❑Not Observable Window 0.31 �' ' 403.5 Automatic or gravity dampers are ❑Complies ❑Not Applicable Door 0.31 [FR19]2 installed on all outdoor air ❑Does Not 401.3 Compliance certificate posted. ❑Complies lr ❑Does Not %111. "`' °aSklJ i1L E�. i3X 1 Intakes and exhausts. � � [FI7] Eli ) ❑Not Observable r s ❑Not Applicable " ❑Not Observable Heating System: Additional Comments/Assumptions: ❑Not Applicable Cooling System: [-7 303.3 Manufacturer manuals for ❑Complies I [FI18]3 mechanical and water heating ❑Does Not Water Heater: - $� equipment have been provided. P ❑Not Observable ❑Not Applicable Name: Date Additional Com ments/Assumptions: Comments d i RYALL PORTER SHERIDAN ARCHITECTS 45 WEST 21st STREET I 4th FLOOR NEW YORK , NEW YORK 10010 P (212) 254-1175 I F (212) 254-1755 JOB NUMBER: 1412 _ $aSD A�� 1 Hi h Impact(Tier 1) Z Medium impact(Tier 2) 3 Low Im act(Tier 3) 1 Hi h Im act(Tier 1) 2 Medium Impact(Tier 2) 3 Low Im act(Tier 3) 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Im act(Tier 3) DRAWN: RZ ISG` o, S. RYq�� 9 p FF--- p �' p-- - p --- - p g P p- - -p--- Q' �� ✓ RC1 Project Title: Owens House Report date: 11/04/14 Project Title: Owens House Report date: 11/04/14 Project Title: Owens House Report date: 11/04/14 h Data filename: Page 5 of 7 Data filename: Page 6 of 7 Data filename: Page 7 of 7 CHECKED: WR t�: I PRINTED: 11.05.2014 OF 1:V4 .4 SCALE: AS NOTED ENERGY CODE COMPLIANCE (RESCHECK)