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HomeMy WebLinkAbout43891-Z t• rr �FFOi�c y Town of Southold 6/3/2021 P.O.Box 1179 o - 53095 Main Rd yt�j� ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42049 Date: 6/3/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 305 Fasbender Ave.,Peconic SCTM#: 473889 Sec/Block/Lot: 67.-6-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/18/2006 pursuant to which Building Permit No. 43891 dated 6/21/2019 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: alterations and additions, including covered entry and second story decks,to an existing single family dwelling as applied for. The certificate is issued to Jones,Alice of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43891 5/ /2021 PLUMBERS CERTIFICATION DATED 4/3/2021 Piecuch A o z d i gnaturee TOWN OF SOUTHOLD ,yo�oSUFfo(,��o BUILDING DEPARTMENT Co x TOWN CLERK'S OFFICE Was • ���; SOUTHOLD, NY dol �aot,� 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#: 43891 Date: 6/21/2019 Permission is hereby granted to: Jones, Alice PO BOX 428 Peconic, NY 11958 To: ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. #. 36953. At premises located at: 305 Fasbender Ave., Peconic SCTM # 473889 Sec/Block/Lot# 67.-6-6 Pursuant to application dated 6/21/2019 and approved by the Building Inspector. To expire on 12/20/2020. Fees: PERMIT RENEWAL $249.00 CERTIFICATE OF OCCUPANCY $50.00 Total: $299.00 Builds g Inspector o�SU eco TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 36953 Date: 1/27/2012 Permission is hereby granted to: ALICE JONES 305 FASBENDER AVENUE PECONIC, NY 11958 To: ALTERATIONS &ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. #. 34753 At premises located at: 305 FASBENDER AVENUE PECONIC, N.Y. 11958 SCTM # 473889 Sec/Block/Lot# 67.-6-6 Pursuant to application dated 6/8/2009 and approved by the Building Inspector. To expire on 7/27/2013. Fees: P RENEWAL $249.00 $249.00 Building Inspector FORM NO. 3 TOWN, OF SOUTHOLD BUILDING DEPARTMENT - Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL -COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34753 Z Date JUNE 8, 2009 i Permission is hereby granted to: ALICE JONES 305 FASBENDER AVENUE PECONIC,NY 11958 for ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP # 32401 at premises located at 305 FASBENDER AVE PECONIC County Tax Map No. 473889 Section 067 Block 0006 Lot No. 006 pursuant to application dated JUNE 8, 2009 and approved by the Building Inspector to expire on DECEMBER 8, 2010 . Fee $ 498 . 00 Authorized Signature ORIGINAL Rev'. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32401 Z Date OCTOBER 3 , 2006 Permission is hereby granted to: ALICE JONES 51- -•Z ren n.06 - for 6 .for ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 305 FASBENDER AVE SOUTH/PEC County Tax Map No. 473889 Section 067 Block 0006 Lot No. 006 pursuant to application dated SEPTEMBER 18, 2006 and approved by the Building Inspector to expire on APRIL 3 , 2008 . Fee $ 498 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 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 Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. (, C( � ' New Construction: Old or Pre-existing Building: '� (check one) I Location of Property: �j(� 5 n �JJ( Irl ci c r: AUS 74: cp l 1-C=, House No. Street Hamlet Owner or Owners of Property: L C J D hj 14 S Suffolk County Tax Map No 1000, Section G7 Block ? Lot `p Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signatur oF so�r�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.deviin(-town.southold.nv.us Southold,NY 11971-0959 .r BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Alice Jones Address: 305 Fasbender Ave city,Peconic st: NY zip: 11958 Budding Permit#: 43891 Section 67 Block. 6 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey X Attic X Garage X Service 1 ph X Heater 1 Duplec Recpt 24 Ceiling Fixtures 8 Bath Exhaust Fan 2 Service 3 ph Hot Water 30A GFCI Recpt 8 Wall Fixtures 5 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 24 4'LED 2 Exit Fixtures Pump Other Equipment. Central Vac, W/D Notes* AS BUILT NO VISUAL DEFECTS " Addition of Garage and Living Space Inspector Signature: �! Date: May 10, 2021 S.Devlin-Cert Electrical Compliance Form As so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 2 9 2021 CERTIFICATION Building Permit No. q.38qi Owner: A)�rg J:)es (Please print) Plumber: Rr,A Pi',e(ULk (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead, umbers Signature) Sworn to before me this day of—Apdd--, 20_'2 SUSANA.RIZZO Notary Public,State of New York No.01 R16133459 )untY - Notary Public,,-,-/- 117 20�0 A��l Qualified in Suffolk C( ,ZzLcoLinty commission Expires March OF SOUry�lo � r AUlm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION �] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ' " ✓`��' ` l DATE INSPECTOR - �pF SO(/T�, o � � o o�yco TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ �F_OUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C . DATE INSPECTOR yr fjf so cou TOWN OF SOU UILDING DEPT. 765-1802 INS ION [ ] FOUNDATION 1ST [ RO -FI- PL [ ] FOUNDATION 2ND [ ] NSULAT ON ( ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTI N [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMAR S: ` / v DATE INSPECTOR rjf s 0 u TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST XJROUGH PL13G. FOUNDATION 2ND X/ INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION ] FIRE RESISTANT PENETRATION REMARKS: 141,p,� A -6&- -,3 -3 9' DATE . - INSPECTOR l o�aOF SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING 1 REMARKS: Pb rlv,(, -C� A 4 ?6V�� Let Ilk) ?l(j m6n Nt efixor 4 LAMA^ 44- V -fro T-—v DATE INSPECTOR rjf S ollp, 73 + � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2NDs — [ '] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' FIRE SAFETY INSPECTION [ j FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [, ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Jv - 11 rverl- . LAI a 9 sho DATE Z I '7i INSPECTOR �� OF SOUI -q 3 G 3 tw-lc> . # # TOWN 'OF-1SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�b ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: A^�� yLw� n� �-r ov✓ WA-(L DATE �0 ZI INSPECTOR � - o�aOF SOUI,yo TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] " FOUNDATION 2ND [ - ] I SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL H^A/t [ ] FIREPLACE & CHIMNEY` [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r DATE l ?A INSPECTOR 02, IRA HASPE L ARCHITECT P.C. ® � 59945 MAIN ROAD SOUMOLD,NY 11971 PHONE: (631)765-2075 FAX:(631) 765-5715 CELL(516) 398-8753 Southold Town Building Department De P —1 c ,i Town Hall 53095 Route 25 yLn' 1� PO Box 1179 JUL Southold,N.Y. 11971DEPT ToVbLD,�Sr�trTr10UD Applicant/property owner: Alice Jones–Ruggieri Plans SCTM# 1000-67-0 305 Fassbender Peconic,NY Re: Window above platform tub in Master Bathroom- Safety Glazing To Whom It May Concern, This letter is to certify that the window above the Master Bathroom platform tub will be tempered safety glass. The owner will order this safety glass in sashes direcly from "Andersen window Corp." I am available if there are any questions that I can help answer. Th cy Gj \Pp H S �C! I s e T� 0 256 yob Ira 10 P.C. DONALD G. FEILER * ARCHITECT 11725 Main Rd-Box 1692-Mattituck,NY 11952•631 298 5453-Fax 298 1380 J 9 2021 April 15,2021 I'f,_'7 Mr.John Jarski Southold Town Building Department Southold Town Hall Main Road, Southold, New York Re: As-Built Plans for the Addition to the Alice Jones Residence 305 Fassbender Avenue, Peconic, New York BP#213891 Dear Mr.Jarski: In regard to the above mentioned project, I can certify that, based on information provided by the Owner, and to the best of my knowledge, I can confirm that the framing, strapping and insulation was installed as per approved plans, and in compliance with the New York State Residential Building Code. Donald G. Feiler S VIE D 0,A 'Its FIELD INSPECTION REPORT DATE -------------------------------------- 'FOUNDATION(IST) , OEM r • /� • RIA1 ROUGH FRAMING& PLUNMING 1 INSULATION PER N.Y. 97 STATE ENERGY •Da K T ' �Aw,. ff mm ' At ADDITIONAL COMMENTS I OIL Mri I 1J mI �� �' ���► TOWN'OF-SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST ''....BUILDING DEPARTMENT Do you have or need the following,before applying? .1 'TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:. (631) 765-1802 Planning Board approval FAX: (631) 765=9502 Survey v"vw. northfork.net/Southold/ PERMIT NO. 3� DA` Check Septic Form N.Y.S.D.E.C. Trustees Examined (�' ,20 Contact: Approved Col✓ 120 DP Mail to: Disapproved a/c Phone: Expiration &9 ,20,9 f, - Building Inspector _ 2C1�� f.� su PPLICATION FOR BUILDING PERMIT _f \f?` r SO / 200 Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. 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 o apphcant or name f a corporation) �d F-StAlUT S4, MP�_UCfr-d f, NV. IIY(5 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder D W N_F_r__ Name of owner of premises L. I C. 0M F's (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Jo#Af 2 C1 6-6-11'r_41 C • &S&4AJ Plumbers License No. /o G c9 f.(S CL h 'o w.0 �l e!)y Sk-.-drZC"1 Electricians License No. 144-1-1" /er rY 1e ✓�e7a -,� Other Trade's License No. 1. Location of land on which proposed work vAl be done: House Number Street Hamlet County Tax Map No. 1000 Section (y �7 —Block—0 G Lot 0 (o Subdivision 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 /N G I-E T J9 n7 15 S/Z)te-fd c b. Intended use and occupancy s &M e- 3. Nature of work(check which applicable): New Building Addition V Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 0"v'ouv Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front "'/3 Rear '/,3 F/ Depth Height )5f Number of Stories f • i Dimensions of same structure with alterations or additions: Front 3 Rear (o 3 J=t Depth AID Height 3 F+ Number of Stories A 8. Dimensions of entire new construction: Front oZ O Rear cQ O + Depth �o � Height o`13 1=: Number of Stories 9. Size of lot: Front 1 a a F+ Rear 1 o rt - Depth 1 'l O 3k F+ . P 10. Date of Purchase 3 Name of Former Owner FA OD C I F E 4 11. Zone or use district in which premises are situated C's V N 1 PV - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_Y�_" 13. Will lot be re-graded? YES 1/1"'NO Will excess fill be removed from premises? YES NO 4 l/ '-e CIfCsI-IV Il-St . 14. Names of Owner of premises�l CC d 0 rJ F_S Address )N1 A (-U eQ Nf Phone No. �o v Name of Architect PC a- Addresssg g q,S/nArw�D SOu o G 3 Name of Contractor cz&&tQe 1, Address SSD c%fc Srty4(7 5{.Phone No. ,5% - 3 7S- 14,2y Ifus3 ►4Nb /4)4�0t!P, /Vc ris6o rl� S a-07SC� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) S: COUNTY OF r �4Lk / C h" j 0 jt/G S being duly sworn, deposes and says that(s)he is the applicant (N me of individual signing``contract) above named, (S)He is the Vl d / /v lz u & c�_ I e lc_ i - H u S -b4 rj (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / day of 20 Oro Notary Public Signature of licant GAIL L.ASSMO Notary Public,State of ewYork No.01 F+ QualisdinMIA CoUr '� f Commission Expires Jan 18, 0® o��SUFfO(�-`o BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD . ± o ='` Town Hall Annex- 54375 Main Road - PO Box 1179 - _ Southold, New York 11971-0959 aoN- Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrLa-southoldtownny.gov - seandCcb-southoldtownny.gov r APPLICATION FOR ELECTRICAL INSPECTION ---- EL-ECTRICIAN--INFORMAT-ION-(AIIlnformationRequired)---- • ------- ----Date: Company Name: U oV'�,f Name: License No.: email: Phone No: ❑I request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: LI �oNz-S Address: 306 � � t�1� 12 AYE' i� CoAI>L /V` Cross"Street: /✓JJLZ ���� Phone No.: /& - 37S -6 b �3�7 BIdg.Permit#: x!389/ email: / l Tax Map District: 1000 Section: &7 Block: 40 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection? _,]YES ❑NO ❑Rough In -®Final Do you need a Temp Certificate?: ❑YES ®NO Issued On Temp Information: (All information required) Service Size ❑1 Ph ❑3 Ph ' Size: I A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead #Underground Laterals ❑1 02 ❑H Frame❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION oo APP 1 2 2021 Electrical Inspection Form 2020.x1sx PERMIT# Address: Switches s , Outlets `� I �•lqA GFI's l 1 - Surface Sconces H H's UC Lts Fans Fridge Exhaust Oven Dryer Smokes f DW Service- : Carbon Micro- -- ._._ ._ _. __. ,,,.. .-. __-_ -- _- _Generators-0';/�"ly,�'� S• It Combo ....,,. _ s",.,z Cook-top V „ ,. ,. _„' ry` . :. . ,T:ransfer,::'_' ."..:�r',.': :..-.'•"R... AC _ - _ _ _ _. . ,AH I Mini:" Special` Comments •--- ._ r ._ � .. � - - � �� � �G���'�� �. -... - - x :. h, C4,4 o, pj-4�, 1 � a l .0 �` J s 174' APR 16 pF SO!/��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 - ® Q Southold,New York 11971-0959 �® l'YC®IBNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD 'FIRST NOTICE'S May 19th, 2009 Alice Jones 80 CHESTNUT STREET MALVERNE, N.Y. 11565 RE: 305 Fastbender Avenue (Addition/Alteration) 5CTM: # 1000-67.-6-6 Dear Ms. Jones, Please be advised that your Building Permit # 32401 issued October 3rd, 2006 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of $498.00; at that time, we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT Southold Town Building Department Permit#• 34753 54375 Main Road y Southold,New York 11971 Permit Date: 6/8/2009 (631)765-1802 JB1 �ao��s{ Expiration Date: 12/8/2010 Parcel ID: 67.-6-6 BUILDING PERMIT RENEWAL LETTER Dated: 8/15/2011 Applicant: ALICE JONES Location: 305 FASBENDER AVENUE PECONIC,N.Y. 11958 Work Description: ADDITION/ALTERATION ALTERATIONS &ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. REPLACES EXPIRED BP#32401 A FEE OF $249.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ALICE JONES Address: 305 FASBENDER AVENUE PECONIC,NY 11958 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. s�EFO(pSouthold Town Building Department �o`p COGy 54375 Main Road Permit#: 34753 co Southold,New York 11971 Permit Date: 6/8/2009 c► + 4� (631)765-1802 �ip1 # yao Expiration Date: 12/8/2010 Parcel M: 67.-6-6 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 1/19/2012 Applicant: ALICE JONES Location: 305 FASBENDER AVENUE PECONIC, N.Y. 11958 Work Description: ADDITION/ALTERATION ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. A FEE OF $249.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ALICE JONES Address: 305 FASBENDER AVENUE PECONIC, NY 11958 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. 7010 0290 0002 8966 6215 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department gufFQ(,�cpG P.O.Box 1179 Permit#: 36953 54375 Main Road o ! Southold,New York 11971 Permit Date: 1/27/2012 �lfj�l �ao� (631) 765-1802 Expiration Date: 7/27/2013 Parcel ID: 67.-6-6 BUILDING PERMIT RENEWAL LETTER Dated: 5/23/2014 Applicant: ALICE JONES Location: 305 FASBENDER AVENUE PECONIC,N.Y. 11958 Work Description: ADDITION/ALTERATION ALTERATIONS &ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR.REPLACES EXPIRED B.P. #. 34753 A FEE OF $299.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: ALICE JONES Address: 305 FASBENDER AVENUE PECONIC,NY 11958 The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. P.O. Box 428 Peconic, NY 11958 April 29,2021 Town of Southold Building Dept. 54375 Main Road P.O. Box 1179 Southold, NY 11971-1179 Attention: Mr.J.Jarski a APR 2 9 ! Sr. Building Inspector 2021 Subject: Permit#4381 305 Fasbender Av., Peconic f,, Sir, Despite a little slow down due to the Covid virus we have completed the issues listed on your inspection of 7/17/2019. 1. Proper fire separation from garage. Complete for inspection 2. Insulation in ceiling of garage. Completed for inspection 3. Finish bath on 2nd floor. Completed for inspection 4. Electric inspection. 4/29/2021 umbers lead solder certification. Attached (i �rrrended plans for changes. Attached 4 copies � Letter of certification for framing,strapping, and insulation. Attached 8. Tempered glazing over tub 2"d floor. Completed for inspection I am available for scheduling of an inspection or for any questions you may have and can be reached at(516)375-5080. Thank you for your assistance. Alice Jones FA SBENOER A VENUE (private road NEP bl.°LW 2- to b14 fq220h' i� N62 ° 451001E. 10 . 00 �r nlet3 o z'n! fes---- - o z E 102 30 1 FND , `4 ; FND PIPE PIPE OX NIS O.l'E I o; I CJ�, 0 ) o m 0.41E _ a m w 4 LOT, 6 ,, d R O WOOD \ STEPS > p PORCH Q Z 17.6' �. 43.0' v L 0T 11 LOT07q I STY. m Q C N FR HSE N Q11, '0 17.3' 428' \ 2d ENCLOSED' .� OUTSIDE SUMMER CONC. -O-O EWER ROOM -- O /o O FE. 0.91E 0 O O O � LOT co z3' 73' O mor LOT 09 � LOT 10 co Xh 10.0 i pig - CMF S 62045 '00 1 W 100. 00 1 N / 0 / F LAND OF CONICK SURVEY OF L0TS 9 & 10 CERTIFIED T0: "MAP OF BAILEY PARK " RALPH SCIBELLI FILE® SEPT. 26, 1932 FILE NO 1097 COMMONWEAL TH LAND TITLE PECOIVIC INSURANCE COMPANY TOWN OF SOUTHOLD SUFFOLK COUNTY , N Y 1000 - 67 - 06 - 06 SCALE.- 1" = 30' AUG. 25, 1986 DEC. I, 2000 ( update 1 OF 4%, y, 0ANY AL OR-'� IS A VIOLA TION OF SECTIONA7209 OF THE TNEW YORK SVTA rE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUBDIVISION 2. ALL CERTIFICATIONS N. 4 618 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY/F SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA TURE APPEARS HEREON. r=CONI SUR a (631) 765 — 502 1797 ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTE:Rl;7 BY' MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A 01"Y P. 0. BOX 909 NO OF ANOTHER SURVEYORS MAP. TERMS SUCH AS 'INSPECTF"I'' 1230 TRAVELER STRE BROUGHT - TO - DATE'ARE NOT IN COMPLIANCF #/rq Tyr' ._A+? SOLIT'HOLD, N.Y. 11971 86 - 485 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS, COMPENSATION INSURANCE COVERAGE la. Legal Name and address of Insured(Use street address only) lb.Business Telephone Number of Insured JOHN RUGGIERI&JOHN RUGGIERI INC. 516-887-4058 80 CHESTNUT STREET lc.NYS Unemployment Insurance Employer Registration MALVERNE,NEW YORK 11565 Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State, i.e. a Wrap-Up Policy) 1 d.Federal Employer Identification Number of Insured or Social Security Number 11-3394891 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) TWIN CITY FIRE INSURANCE COMPANY TOWN OF SOUTHOLD POST OFFICE BOX 1179 3b.Policy Number of entity listed in box"la": 12 WBCGV3100 SOUTHOLD,NEW YORK 11971 3c. Policy effective period: 04-11-06 04-11-07 to 3d. The Proprietor,Partners or Executive Officers are: ❑ included. (Only check box if all partners/officers included) a excluded or certain partners/officers excluded. 3e. Demolition is: (Definition of Demolition on Reverse) � e ❑ excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for worker Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2'. The Insurance Carrier will also notes the above certificate holder within 10 days IF a policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for a maximum of one year after this form is approved by the insurance carrier or its licensed agent Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. LOUIS NOVA Approved by: (Pnn a of onzed representative-0r-licensed-agent of insurance carrier) 07-11-06 Approved by. (Signature) (Date) �tYCF�NSFDH�ARTF�ORDA�GENT Title: 631-751-4060 Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note. Only insurance carriers and their licensed agents are authorized to issue the C-105.2 form. Insurance brokers are NOT authorized to issue it. 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" ►-�K� _ �- 0 3 PeTNO) HAUNCH FOOTIhG — _►-o ° 1 ' tam�_SOVPMV ivire y ' LtacteT l G Pjo*t num wW Ioc.de* "_� _!�`t-{ ' �� _ CR/►W1. °SPACE' 'I • ^0 D I T I O rl - 30 �5 A"'D b ND w Wnw �Co nv ''"�� any paoN -FHDS_-�-sns►4><3 � 5 FA E E� I►e+ov>E ' ` t1' _ 0� .f: (+ LI7S a rHE�yt w/it cATtoo m s $D — — — — — — — — — —— — — — — , 5M I'�Dowro" PLAN ro� # owat -�- ! 6 ptavt�t, c• Z'o'«. - - - p E Ci O rl l�i r M.Y, Air xcs C - - - - - - - - -� _ _ -- �- I I I cONS mucTION DOCUMF_*,'I'DATE -9.20G fit• I # NEVISIONTS DATE TVt. sFAl. - I `� iNs.C­+n..r • 9 a "a101t3G"0.C, -k-AiWA*waMs •I I ( _o 1' A�al✓►LNT I I I • �y���n ►E� III - - , Of.T �� ( I 'NA& t - - �Ir,.rr e' tsl�rr't6ttR I I - I I � I I �J,. ., I aAM A G00T­ n x -�, I +2xio. tc�, I I x i I C, . She► A.as ,, cn Copy�ght o Ira Haspd All Rights Reserved. I,-� .f. �tE j4toP1OLMEMT I 1 y doisrs �PtCAl• �'t91►tY17AT►Drr► � a0 $ IN �,"t�x+c C) ��rTI, vim. I I . - - ;. 1 .-��"r��r,c fry v✓1�D+� �� _ �/�'r,p.r sa".,c• �r+s" erRrot _ _y�►,W•f _ - _ I I r I _ - 3'°'sai w,,a►relR I - "rte e. W'm w I �-'' I ��i:4•wrist PTIr. _517E PLAN I ( I Fa Ot t,- *Jta1➢+I"o•o.Tte,►as _ I I FO U h DATI O h PL^ri N I 0'0r ( !� �--•--— - ._.— .— _•.:-.- PSL �+�' ' _ ---� lam_._b_L KU l C►AR '24 m•c. ( c�► I1. -.l L 5 r"--• f - ._'___-__--_._- ' '-'•'.fir CM �}- -f�or•, p",K cTsls . . "�IM��=1►xv6 _ loon - 67 - o 4d- OM a_ - �_ All �t •1 GONG, f MTMr. �Eu r. « • ���PC PHASp� '�'j� ! :T�_ .i 67rlZ.:-TRAN S.CAte t WTION EXIST, O MI CTUMro --_ . PATH . � t -0 _v r•qw• "M d4- . it r,rrW , WARNING: It is i violation of the law for any person, unless acting undo the direct supervision Of a licensed architect,to alter any item in any way bearing the seal of an architect. If an alteration is made,the-altering architect:toll(affix to bis item the seal and the notation"Altered by:" followed by his signature,the date of such alteration, and a specific description of the alteration. - -- - - — 1 - I ;R , fPeat Ira Haspel ArchitectP. C. _1 1 _ AP t ,, - �-- -- it Yt 3-rp – vPaa - �• �, �,-Govt � , a t; �I_l.�►'si�!-1 i r � -- -1 17 ���� .• _ f I . .� .+. r.... .ter. ..us.. -Mk . Ilk t h 4 i d - - — ^ I I "�a�i =2 DAIM DATE –�' -- ,-fit #��o-COD s t1 + , — � r • x m fir - P. (s� �, JILL- d � � � FIf1'I�iOR�M C►(�• � `�:: 'y' � i t 11t�'W�! �. - � ... - --- P, ytfl 10 : y 44, VLA J1— t0r ' _ v , t I. 7� +• W 4 � � � � = �� ��' � � � , e+•, l j Ili �, -�_��� - r It I t- _7 4 81 SR c� Lb xrtG. , i ' , , i 1 Gopyrllt o In All to Reserved. 4'' ! � L I 1 10 0 .10 ON 09 MON!10111110M 09 - I � -• tw3o� __ __._ TW3lL�te► � , • •t', fest 1� •� JL AQ� �38�tC-•_ -_.. , �"s --•-• -- — — — .,... ..... .... - +ww�' .--i- ..raw. ..... ...... �.. ... Tiec�eee.: • -- -— �'` •• - :,:. � e ,fir;' 77 R qR °�` job Na HAS aw Gori '0' r, r 00 WARNING: It is i violation of the law for any person, unless acting under the direct supervision of a licensed architect,to&her any item in any way bearing the seal of an architect If an shcmdon is made,the-altering architect shall affix to his item the seal and the notation►"Ahered bv:" fbHo ed by his sigttm,the date of tach alte:yreioe, and a specific description of the alteration. - NO -4-101 � 'Ow Air iLl I - 3llotterL L4 f Ira Has el T - , Lx 19 T. ^D©1TlC►M AxchitectRC. SNE 5T G L�1/Afi r0 t7 _ - --- - -_ - -- _ 5 0 u T-H �t 6 V A T-f O t1 '- -- 0 r��Ow IOCWM - - - UGGi I - 510�thfGf iADDITION _ 1505 F/A%SS P�BNae5 - P5 CO N I C N'r REMBION j -- cN lot T CAM A 01 Ira Haspel All Rights Resett►ed. - - &MAUR dde ELLVPTION.5 aRkcr ^CIDIT �O DD Ir�Or1 YI A --- saa��R�v ARc °r` ate." Hw 'L \�PHASpF /��� c 4 1 miler Ane TiOATH �L0' T t ON Aft t - ---- It is A violation of the law for any person, BUILDING DEPARTMENT NOTE;> - NAILING SCHEDUEL PER: unless acting under the direct supervision Occupancy Group R3 DESIGN LOADS of a licensed architect,to alter any item First Floor Roof WOOD FRAME CONSTRUCTION MANUAL in any way bearing the seal of an architect EXiy - live load 40.0 psf live load 35.0 psf sr dead load 5.0 psf The entire work shall be accurate) framed, plumb, level and true wells spiked ANSI/AF&PA 2001 EDITION If an alteration is made the-altering P dead load Y P� The contr ctor shall keef�the con /ruction area free{�-�m accumulation of all $ _ - _r�._. _.. and nailed and anchored together to form a rigid structure and to insure even waste ma eria,.5 or rubbr$h caw e y hl o eratlons.At the completlgn he architect Shall affix to his item the seal dao _ unit weight of rafters 2.5 psf settlement and shrinkage throughout. s t r a� s� II lement d yp o sh�ll ren}pv�his waste materyal an fubsbis�i from the premises Ind sl e s Building E Number and' e f Spacing of - - - - - ceiling 2.5 psf e I as a his too ,construction equipment an surpIfpis e i s an a and the notation "Altered bv:" followed b total load 45.0 psf g P we all glass sur aces and leave the work"broom cies ma Fastener Fastmers y insulation 1.0 psf All materials shall be installed in strict conformance with all manufacturer's �T Second Floor specifications and/or instructions. Habi ble areas h@ll bF_provided r tural ventilation and natural light as per ROOF FRAMING his signature,the date of such alteration, shingles 1.0 psf the esidential Geo e o iVew York tate. live load 40,0 psf Rafter to top plate(Toe-nailed) Simpson H7 per rafter and a specific description of the alteration. total load 42.0 psf Resecure and properly support all existing framing and all other construction ` t^,ons`trucfiori Class dead load p P Y PP g g All habitable spaces sfla l allow for emergenC eclres with an op nirl tQ the Ceiling joist to top plate(Toe-nailed) 3-8d Common per joist Building Type New TYPE VB that may be affected by new construction. exterior as er local but Ing department and�er�the esldentiat d�of unit weight of joists 2.5 psf New York SPtate. Ceiling joist to parallel rafter(Face-nailed) 5-16d Common each lap 1. All work shall comply with N.Y. State Uniform Fire Prevention unit weight of floor 2.5 psf Damaged,rotted,or otherwise unsound existing framing to be replaced. Ceiling joist laps over partitions Fa p and Building Code IBC and NF PA 101 code for Safe and Life from General Contractor to consult with Architect prior to removal or replacement of g comply 9 j P p (Face-nailed -16d Common each la Finished roofing shall corn I with the minimum standards of the Residential 9 (IBC) ( �' any existing framing for written approval. Collar tie to rafter Face-nailed 8-10d Common each end total load 45.0 psf Code of New York State. ( ) •� Fire in Buildings and Structures latest edition.) Blocking to Rafter Toe-nailed 2-8d each end Provide and install all fire stopping,cats, blocking,etc.,at exterior walls and All penetrations through new or existing roof shall be properly flashed and g ( ) _ General Notes P 9 9 P P Y - SD Interconnected and hard wired combination smoke alarm bearing walls as required by code and/or conditions and in accordance countertlashed. Rim Board to Rafter(End-nailed) 2-16d each end /carbon monoxide alarm as per'Residential Code of NYS' Contractor shall obtain all required approvals,permits,certificates of occupancy, with standard acceptable practice. (IBC)Section R317 and NFPA 72. inspection approval,etc.for work performed from agencies having jurisdiction The Contractor shall keepthe construction area free from debris and rubbish Provide new aluminum flashing where new construction joins existing WALL FRAMING thereof. (Typical). 2. Interior finish shall be as per'Residential Building Code of throughout construction.At the completion of the project,Contractor shall Top plate to top plate(Facenailed) 2-16d' per foot NYS'(IBC)Section R319 Contractor shah maintain coverage for all insurances,bonds,etc.as required by remove all debris,waste materials,and tools from the site,and leave the New aluminum gutters and leaders to match existing as per General - law and or the owner. completed project in broom clean condition. Contractor's construction contract. Top plates at intersections(Face-nailed) 4-16d joints-each side 3. Provide artificial light and ventilation in conformance with Stud to stud(Face-nailed) 2-16d 24"o.c. Section R303 The contractor shall provide all safeguards as required to preclude injury to The Architect has not been retained for any construction administration Extend existing flue and chimney as required to provide minimum 2'-0" p services, including but not limited to site visits. clearance above ridge line.Match existing chimney veneer and r Header to header(Face-nailed) 16d _ 16"o.c.along edges owners and contractors personnel,and to all other persons at the construction g g y provide 4. Fire stop vertical spaces in wall's and partitions at floor level, site. aluminum flashing as required. Top or bottom plate to stud (End-nailed) 2-16d - per 2x4 stud ceiling,and all furred spaces not to exceed 10 feet horizontal The Architect is not responsible for the legalization of any existing structures P on the subject property. Facias to match existing unless otherwise noted. 3-16d per 2x6 stud . and vertical Contractors shall exercise good judgment to minimise damage to adjacent and g 4-16d per 2x8 stud existing property. p 5. Plastic materials shall conform to the'Residential No changes to these drawings nor to any work on this project may be made All electrical work to conform with the National Electric Code and the New All areas damaged due to new construction shall be restored to their original without the written approval of the Architect. York State Code. Bottom platen floor joist, band joist,end Code of NYS' IBC Section R3'18 g g +�NYS' (IBC) joist or blocking (Face-nailed) 2-16d per foot condition. All new window and door openings over 5 0 shall have studs tripled on jambs. Contractor to provide for all electrical connections,lighting,and ower 6. Plumbing shall comply with the'Residential Code The inner two studs shall be cut to receive the lintel or header over the opening P FLOOR per of NYS' IBC Part VII Each trade shalt familiarize themselves with the intent of these plans and and shall extend in one piece from lintel or header to bearing below.The outerg circuits,breakers,etc.,and related work for equipment pertaining to work NYS'(IBC) coordinate their work with other trades, P g under this contract. Joist to sill,top plate or girder(Toe-nailed) 4-8d per joist .. . stud shall run in one piece from sill to top plates. 7. Electrical installation shall comply with the'Residential Bridging to joist(Toe-nailed) 2-8d each end All work and material shall be guaranteed for a minimum period of one(1)year , „• Contractor to provide for relocation and/or removal of all existing electrical Code of NYS'(IBC) Part VIII from date of acceptance by owner. No stud shall be cut to receive piping larger than 1 - /z in diameter. If the outlets,switches,fixtures,etc.,as required to accommodate new Blocking to joist(Toe-nailed) 2-8d each end running of pipes requires the cutting of plates,proper provision shall be made construction. 8. Occupied space shall have a m1nimum height conforming to for in together and supporting all structural members affected b such Blocking to sill or top plate(Toe-nailed) 3-16d each block P P 9 g Drawings and specifications as instruments of service are and shall remain the tying g pp g y the'Residential Code of NYS' IBC Section R305 roe of the architect whether the project for which the are made is executed cutting as per Code. All existing equipment to be removed and/or relocated as required for Ledger strip to beam Face-nailed 3-16d each joist NYS'(IBC) property P 1 Y q ( ) J or not.They are not to be used on any other projects or extensions to this project, construction. Joist on led 9. Nonhabitable spaces will be ventilated by natural or mechanical except by agreement in writing and with appropriate compensation to the The cutting of joists to facilitate the installation of piping will only be permitted ger to beam (Toe-nailed) 3-8d per joist ventilation conforming to the'Residential Building Code of NYS' (IBC) Architect. with the following limitations, All lighting and receptacle circuits in toilet room and other wet areas to be on Band joist to joist(End-nailed) 3-16d per joist GFI circuits. Band joist to sill or to late Toe-nailed 2-16d' perfoot Section R303. The minimum operable area of the opening for ventilation The top and bottom edges of joists may be notched not to exceed 2"except J P P ( ) P Licensed surveyor to stake out house and perform foundation survey shall conform to the'Residential Building Code of NYS'(IBC)Section that the notching of top or bottom edge of joist in the middle third of its span All switches and dimmer controls to be mounted 48"above finished floor, ROOF SHEATHING will not be permitted. unless otherwise noted on plans.R303. The work under this contract shall consist of all labor,installation,materials and P Structural panels • 10. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS equipment required and necessary to perform all work as shown on the'drawings If cutting of a floor joist more than 2"is found necessary,a header the full Interior and 4'perimeter edge zones 8d 12"o.c. specified herein and as required by conditions at the site. , J ry� All HVAC work to conform with NEC,NEMA, National Plumbing Code P 9 Building Element Fire Resistance Rating (Hours) dee h of the beam shall be cut in to support the end of the joists. requirements,other local codes,and ordinances of other agencies having Gable endwall rake and rake truss 8d 4"o.c. All work shall conform to the residential code of New York State,latest edition and jurisdiction including health departments. Diagonal board sheathing Floor 0 all other local codes and agencies having jurisdiction. Where pipes must pass through joists,holes shall be drilled to receive the g g i es.The diameter of such holes shall not be more than%'greater than Heating In new areas to conform with contract specifications.All work to be 1x6 or 1x8 2-8d per support Roof 0 All work shall conform to the New York State Energy Conservation Construction Phe outside diameter of the pipe.All drilling of holes should be through the coordinated with Owner's requirements.Extend existing heating system into Other structural elements 0 Code latest edition). P P g g news ace; provide&install new baseboard,supply,&return lines with 1x10 or wider 3-8d per support ( ) neutral axis or centerline of beam where possible. P P 11.Uniformly distributed and concentrated live loads shall be the loadsseparate circulator,shutoff valves,thermostat and all required accessories. CEILING SHEATHING Notify all corporations,adjacent property owners, utility companies and/or local All joists shall be crossbridged with solid bridging and/or 5/4"x 3"bridging Gypsum wallboard 5d coolers 7"edge 110-"field produced by the intended occupancy and use, but in no case less than authorities owning conduit,wires, pipes or other utilities running to or on the as ndicated at mid-span or intervals not to exceed 8'0"O.C.and securely All window designations are Andersen 400 Series with high performance the minimum live load in conformity with the'Residential.Building Code property or in the areas affected by this construction and/or otherwise required by nailed at each end.Bridging shall not be nailed until after partitions are in glazing, Perma-Clean insect screens&manufacturer's standard hardware. WALL SHEATHING the Town or Local agencies having Jurisdiction.Cap all abandoned utility lines in Final selection of all windows and accessories as per contract specifications. „ of NYS'(IBC)Section R301 place. Provide solid bridging between joists over girders and plates of Structural panels 8d 12 o.c. accordance with the instructions from utility companies or local authorities having bearing partitions. Metal bridging straps may be substituted and installed jurisdiction. d' Irrespective of final selected window manufacturer,all exterior windows and Fireboard panels Minimum loads for occupancies and uses not included in the table shall actor ingly. t P doors shall be designed to resist he design wind loads specified in Table 7/16" 6d 3"edge 16"field be in conformity with generally accepted engineering standards. The General Contractor shall be solely responsible for providing all site and safety R301.2 2 adjusted for hei ht and exposure per Table R301.2 3 of the Any structural steel shall be ASTM A-36 in accordance with all AISC ( ) 1 9 P P ( ) • � protection (fencing,barriers,etc.)during construction in accordance with all specifications(design,fabrication,and erection). Residential Code of New York State. 25/32" 8d 3"edge/6"field Minimum snow loads shall be in conformity with the'Residential applicable codes and ordinances(OSHA,etc.)to provide for the safety of the Gypsum wallboard 5d coolers 7"edge 110"field Building Code of NYS'(IBC)Section R301 and shall be applied public and the protection of the site and building. All pipe and/or[ally columns to be securely bolted,leveled with steel shims First and Second floors to be air conditioned per code requirements. normal to the roof surface. and packed tight with non-shrink grout. Diagonal board sheathing , The General Contractor shall notify the Architect if any discrepancy occurs 1x6 or 1x8 2-8d per support Minimum wind loads shall be in conformity with the'Residential Code of between actual field conditions and drawings.The General Contractor shall verify Provide new wood headers minimum 2)2"x 8"at interior walls all dimensions and conditions in the field prior to construction. (non-bearing and 2 2"x 10"at 2"x4"framed exterior and interior bearing1x10 or wider 3-8d per support NYS (IBC)Section R301 and.shall be applied normal to the roof surface. ( g� ( .) ( ) walls with Mid bearing stud supports at all new windows,doors,and FLOOR SHEATHING Do not scale drawings.Written dimensions confirmed by field conditions take opening as may be required by existing conditions and new construction THE FOLLOWING PLANS AND SPECIFICATIONS,TO THE BEST OF MY TABLE 301.4: MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS precedence.If discrepancy arises based on field conditions consult with unless otherwise shown or noted.Contractor to verify all framed openings, KNOWLEDGE, BELIEF,AND PROFESSIONAL JUDGEMENT,ARE IN Structural panels (in pounds per square foot) Architects office before proceeding with work or ordaring materials. header and other framing member sizes, before ordering any windows or COMPLIANCE WITH THE BUILDING CODE OF NYS INCLUDING BUT NOT 1"or less 8d 6"edge/12"field _ Any item of work necessary for proper completion of construction,which is not doors. LIMITED TO THE FIRE CODE OF NYS THE ENERGY CONSERVATION greater than 1" 10d 6"edge 16*field a S 4..� - Use Live Load specifically covered on the drawings or in the specifica`ions,shall be considered Provide new full thick insulation in accordance with New York State Energy "1.,02. F NYS THE RESIDENTIAL CODE OF NYS(WHERE Diagonal board sheathing fra j✓4.. an implied condition of the work and shall be performed in a manner deemed good Conservation Code requirements at all existing exterior walls and roof A PLIC LE TEST E "TION. - J. practice of the trade involved. envelope areas exposed during new construction. gi' 1x6 or 1x8 2-8d per support Exterior balconies - 60 - � � 1 x10 or wider 3-8d per support Decks 40 The General Contractor shall be responsible for any and all demolition, Archi(_C7�` , C. excavation,carting,refuse and the legal disposal o Barn-as required to allow for All plywood sheathing shall be exterior grade C-D exterior,type I exposure. - - 'Nailingrequirements are based on wall sheathing nailed 6"on-center at the Fire escapes 40 new construction and removal of all debris from th•�Site. APA structural(grade stamped)unless otherwise indicated. Exposed I AlA q g Passenger vehicle garages 50 plywood soffits shall be A-C grade exterior,Type 1. panel edge. If wall sheathing is nailed 3"on-center at the panel edge to obtain Attics without storage 10 The Architect shall not be responsible for the performance or the work of the higher shear capacities, nailing requirements for structural members shall be Attics with storage 20 General Contractor,Owner or any other subcontractors nor shall he guarantee Joist hangers,hold down clips,etc.,shall be Simpson Strong-Tie Co., Inc., doubled,or alternate connectors,such as shear plates,shall be used to Rooms other than sleeping room 40 their performance. or approved equal(secured with annular nails,etc.,as per manufacturer's ma'-ttain the load path. specifications)for all flush structural connections. Provide saddle-type, Sleeping rooms 30 The Architect shall not be responsible for any changes to this project made by heavy duty beam hangers as required.All exterior connectors,fasteners, ZWhen wall sheathing is continuous over connected members, the tabulated Stairs 40 owner,General Contractor or any subcontractor or material supplier unless etc.,shall be stainless steel.Provide welded steel connections for all Guardrails and handrails 200 properly authorized,in writing,by the Architect. framing hangers,etc,at steel beams,columns,etc. number of nails shall be permitted to be reduced to 1-16d nail per foot. TABLE 301.5: MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PER SQUARE All wood framing shall be constructed and installed as per National Design Fasteners for asphalt shingles shall be galvanized steel,stainless FOOT OF HORIZONTAL PROJECTION The Architect shall not have control over or charge of and shall not be Standards for Wood Construction",latest edition. Must be one of the steel, aluminum or copper roofing nails, minimum 12 gage shank with responsible for construction means, methods,techniques,sequences or Approved High Wind Standards n u ary loaded area procedures or for safety precautions and programs in connection with the work a minimum 3/8-inch diameter head,ASTM F 1667, of a length to in square feet for any since these are solely the General Contractor's responsibility under the General penetrate through the roofing materials and a minimum of 3/4 inch in structural member All st;uctural wood joists,rafters,headers and girders,unless otherwise to the roof sheathing. Where the roof sheathing is less than 3/4 inch Contractor's construction contract. 0 to 201 to Over noted,shall be minimum Douglas Fir-Larch No.2 or better, base design thick, the fasteners shall penetrate through the sheathing. Fasteners Roof slope 200 600 600 No changes to these drawings nor to any work on this project may be made minimum Fb 1050 PSI and all wood studs shall be min.hem fir No.2 or p g g' Proim name and tocation: without attaining the written approval of the Architect. better with base design minimum Fb 850 PSI; FV=75 PSI; Fc(perp)= shall comply with ASTM F 1667. �4 r- �"�®TED , ` Flat or rise less than 4 inches per foot(1:3) 20 16 12 1,250 PSI; E=1,300,000 PSI (see plans for any additional notes and Asphalt shingles shall have the minimum number of fasteners f ' requirements). ) ©/' The Architect shall not be responsible for the General Contractor's schedules required by the manufacturer. Asphalt shingles shall be secured to /G 3A ( .�� � �-� GG_� l��-J ._�L.5-��bhVL Rise 4 inches er foot 1:3 to less than 12 or failure to carry out the work in accordance with the contract documents.The the roof with not less than six fasteners er stri shin le Due to 120 DATE:4..- _ _ h P ( ) 16 14 12 charge Y Double framing around all openings unless otherwise noted. P p g ( _ •, r _ �D0..1 T inches per foot(1:1) Architect shall not have control over or cha a of acts or omissions of the mph basic wind speed), General Contractor,subcontractors or their agents or employees,or of an All wood beams bearing on steel shall have a minimum bearing of 2 . FEE• p rH�, c r,RTN ENT AT C ,• Rise 12 inches per foot 1:1 and neater other persons performing portions of the work. t,_-T1rY BUILD _ .0 fJ' ...- _5J.�E I t D_�-. __-__.__.. ._ . P ( ) g 12 12 12 All lumber shall be property seasoned and shall be new unless otherwise _ n t3 A'11 TO 4 '`M FOR THE The General Contractor shall confirm and verify existing bearing conditions approved b the Architect.All lumber shall be free from knots,shakes,rot, 02 12. Required"Emergency Escape and Rescue Openings"and and structural members before proceeding with the work.Any discrepancies fungus,or other defects. :,; SNS: sJ� 'C---� - -- N+ t r discovered are to be brcught to the Architect's attention by the General �p;ION - I\I�' .: RECU'RED "Exits"shall conform to the'Residential Code of NYS'(IBC) Contractor. All new roof joists, headers and trimmers and other horizontal wood r7 i IED C' r;^�''•ETE Section R310 and R311 General Contractor to patch all floor,wall,and ceiling areas affected by new members shall be set with the crown edge upward. PLU1qSlNG construction flush to match existing unless otherwise noted including Drywall shall be 1/2"gypsum board at walls and ceilings w/(3)coats tape DESIGN CRITERIA replacement and repair of all trim,•finishes,etc.. and spackle finish(premium compound), ready for paint. r n ,TPP "-;ON MUST ' r ' CONSTRUCTION DOCUME,;I'DATE AMERICAN FOREST AND PAPER,'ASSOCIATION AF&PA WOOD � r ;r,L �,.,�. ( ) All g sum drywall in bathrooms shall be 1/2"water resistant and f c C",;�r�� .'� • `;';-, C.O. # REVISIONS FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY Shield'shall be installed in all tub&shower wall areas, ~,Jai SHALL MEET THE A DWELLINGS(WFCM)1995 HIGH WIND EDITION All drywalls outside corners shall have a metal bead. AI.L CC yvTFLi c ��1��,�, C� IH?Nr..i✓UES OF NEW , i�wQU1Rr.. r tiSl6t_E F0 YORi< .STAT L. N JT v' Patch as required all areas where existing has been removed and/or new ;'+ ' ,, co 'Ep ; CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA work abuts existing. r 3-' qTR N.© DESIU CO WIND SUBJECT TO DAMAGE FROM G psum drywall construction to conform to the American National I it _ j�{��* ICE SHIELD FLOOD Standards Association A97.1 specifications. i n Kof ! '•," r^ C'DUT, h GROUND SEISMIC WINTER UNDERLAY- HAZARDS � s Provide metal drip flashing over all windows and doors as required. -r i SNOW DESIGN FROST LINE DESIGN MENT OUTSIDE _ 41 LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED 500 YR Provide and install'/"gypsum board(minimum), (Type"X"as note), shall j' 50 PSF 120 MPH C SEVERE 4 FT MODERATEMEAVY SLIGHUMODERATE 11 REQUIRED FLOODPLAIN typical all walls and ceilings,unless otherwise noted.All gypsum board 3 _ 0 uP/t J r'1 O "^„11 be taped and spackled(3 coats). T' �CY R SE aPICATION QE Ile S UL ANDERSON WINDOW AND DOOR NOTE: " PARK THOUT CERT �... ALL ANDERSON WINDOWS Ai4D DOORS TO BE 400 r SERIES HIGH IMPACT"STORMWATCH" i(t/y I J $, I I � S. > :: ':' t CQU V 1.Y' QIP OF `''3 r, L ' 7 ARs Copyright O Ira Haspel All Rights Reserved. Gilp'`rz -�t�uX:t1 ,r rr .z?� ;'t r 5 0 U 1`1 D � �... "f► &awing title. ��' oPa r3ER CERTIFICATION COVF. �JNEET t n" i" 1I 2` ora ✓LEAD � _ ;T 3 �Q 3 2 c.0, yGCERTIFIG'A�F"rrEl, BE-FORE INC SALT.MARW ,�o in :i'r .SO( i-F(? i l �Y__M.�I 1 4 G � I✓�" �I� 'f 311-� 1tI2 I �4'kti ��g6 EW Tax mapsfo: _ G7 0 t 1�� ItI IWAI 0� Mrt L PLU . °u Line eau: RL N 2 3 CD `T.AG BEF0 VERING joy Noy T1i7°'C EQ11SE 0 P0. 0 pp �� SPP p Fl talc dem 6 ET - AINRUNOFF. * d�a�;�s n ow Iy G i F/ I f G�/4�� --- _- PURSUANT TO SECTION 45-10C _..._ M A 17 -- OF THE UIIDERU'lRITERS CERTIFICATE TOWN-CODE. _.. v - =-- ----NOT-...TO .0C E .. REQUIRED J WARTNING: �1 __(zIDG-e )WI W14T - ��OUT_ R ` It is A violation of the law for any person, a _Fl&�IiGLA55_SHr�61►1r9_.-.. _.- 5N> _TH►u cs-1 -- -- unless acting under the direct supervision _ ---------- - --- ..._. . ;5i�ir���EMATG UNo6R�p.-tME►+T fo ---- r. 1JGC *J>r<AIN SHIC- D.t°--liAxt of a licensed architect,to alter any item j'cQx pl.Ywv s H FhTN:�G I I in any way bearing the seal of an architect. e If an alteration is made,the-altering t %) FAIOAA _ .. . . N ?.8-00-00 y./. _ _ 140.45 architect shall affix to his item the seal =L 8 Pps c'A _.. �' ,\ ,�. � � � and the n ti n" t ." a e Ota o Al tied by. followed by his signature,the date of such alteration, o and a specific description of the alteration. -- - ��: i:oc E �1MPsoN__ - _ ' �` ( __ __..--35•o � I -_ --�6.0' -MF 17FAI NAG E flpTA ROOF,&r2 F = 181' s: ! 2=2yG PLaTFs 1, 10 or► .Q•S (�•R �pR- 5E rLPr► Gl�P/�CITY (�COVIPI;D: -- s m _ __INSo�,aTlor► �.I875s•p .�2 2 x ioo°o 375 c f: to _ � ST, SRI ' I . rJT-.SOFFIT VP,mr G�'tPAG17/�' p�oV�lDt%D: Pa7sowti ^ > � � — f -- - �F"TIN IL (- P�Ir✓GV II'Zt�l�0v -��7N. / - —:�,: — ' �trST sK7 i I '"� I� ^— . -o W bRYwF.I.t - - -. -- t s�sreM - X5.0 G I DIA., �(•'nF.r:rjW �; �r_aRuN �Nt,cTs • � 90,0, .,$mac � N Pf-TwBV' 140.4 _ • ��8a 0�.�..36ro,G. , 51TS ? Ah - III=2o'. 305 F��g btNDt%� �>%conlc, Nr; - rj - XOo •• _+I _GaaAG poo �6-_.9TVDS-@ IG o,a — I 6 M11.• Yr$- r. _ x ' )HW r F , PITCH Ox 6 ,, 1�'$�� -- ��G/ . r BF'�l•V�B. _.._�ry�NC. SLS$ __ � • tlty'PscN - C52o. 1.� TJS.-56o sritls X15 ( -- pAi 1,-T.o STO O S A O,O V E �'- -1 Co o.c, _ - TraHa CIO el O S _�tIpGE@ MID S /.N I .AeID.�E>.•W Flo (L OM Y 51 p � I ArchitectP. C. PSD'%) HAUHGH SOOTING- 1$AT85 . rtz-30 y I e.oP F I � I i _1X46T Irt G Project mine and location: w . -PiU GGIEFII - F,651P�MGE It NSW WAV OFIYonD -�� — I / �a T Q I'I i4hD ABo�lf: �►t�psoh( -PHDS-Iq_-spa ><3 I 2 ff 30� Fi455 6EN,D E �, _-Woop (+ouoowq i — — _ — — — — — — — — — — -- — — — -- ,r M.o 5n FooNDAPON FLAN Fops i.oGATrofY S #5 DoWEt 11 SDDY/51, 2 0 o,f I � �s"-�P>. to£yr•sr _ �-- — — — — — —— --————— — — — — — !'F 'G O hi t C, M,Y • I I _ ....,.-- o r I fir—. � — — — — — – 1 wP►.t• — I CONSTRUCTION DOCUMENT DATE ?•2K6 �G4 SIrL I_ ' I _ _ Iib 5>;A� I I :..� (__ tl_ — -- - - GoNc. Gur'>PS I ( # REVISIONS A Z �t�('p�� 1=1,A5 H!M G � I I ' — • — I I _.`sCi%tiL NhTcH CRY wEL 14 711 0 —' II A_._ I � -ao I I - I ('Y? +. ?IT 014 r a N O 1 GAIL A G .. t g , � Dolt I'i _��• Jt{ COMC. .%AD P.rt o =� Copyright 0 Ira Haspel All Rights Reserved. WWF �EINrOFOFMEhT I I I , ► o - �s7. .CJ��►wl► I --- , , . "�'YPIc,�� pourtnArloN �c�A MfL V.g. I i _ ��GONG FMS. V�a�� I I dnwingtitic / 1� I 0 ( T L PLAN --- g°cOrt,c. W/Al-L I :0 x.2411 Go NO. FTG. dAMPPI'�00FjrrG _4- oo st, LONG•-#5C_24'a,c.TRPMs .. U I"I i ✓_: MU I .� REoAR c 24"oc, �. — — — _= 4 wE 44''o. �l�T 1 Iy I7L�� 7 7-41 ----- I14rD 1NSv�ATIoN I til ptGh6– T map no VOWN • �� IK E IZ ":51MPs.N - 1000 - G7 ' 0 c� r 40 I OII4�a-s'ADsIf/ i4r, 3"W66v � ws 2g4 1Ph : _ .�-_pb�g�E srtvps �l306 GD. --------------- , -64A CONG, fOOT(TI G �►-. .._ d dnwo b,: Job No.: seal • _ _�3 y� ���nR �TruN s,e�"o,�, � t� ED qqc 5�-- _ `— ' — �•. �_ '�."_ --__ __. _ - � ��'� \Q,PHASp 'Tj� sale date - o _ = - A•5 5114106 (Uppy ' 7�! draavtg no 5��rloh � EXIST, STnU CTU MF, Conf IrI�OU5. LOAD PATH -> OU N C)/,6\T 10 r pL-/Atf - % = 1 o' - 5 o� WARNING: It is A violation of the law for any person, unless acting under the direct supervision of a licensed architect,to alter any item in any way bearing the seal of an architect. If an alteration is made,the-altering architect shall affix to his item the seal and.the notation"Altered by:" followed by his signature,the date of such alteration, and a specific description of the alteration. Olt I I - i - -- - - - - � i , II . -:5U t- pt-a6M � I I . I ' , I I I ; fs srl>+r I _0 I 1 I \ • Ira .teas el -l ArchitectP. C. .l I - - HEW • - _ _ — — I wwoowt r /yED/�) NEW -Q - Project name and location: O r -New C'PMrr�r ?s lfw! Aw T r G�.� I' G-10 I I N ODITIOM N fix, - -3-C,12 -Tvl3a 4l0 - — -- — — -I- o�• rP P- M. 00 4 UP 111-7 ON K Fit I Ire _3o x q5 I \ I I 1 v I CONSTRUCTION DOCUMENT DATE 7f016bR # REVISIONS A TE 1Yr,� sin I'r"1,VL HSR �� a - r•t tt><vlsloaYs _ b it og. SitY►r T7` _ r I cl, 14 I 8 o Q —_i� n. •n co _.� _ .rat, I r �� _ cv, �'v ,` NAVL -cpT►I!%D'(Z/*L GI,G, n I � 6 { � � _ r 7A 40 C _3pVl I Il 11 1 II 11 d 11Ve Il Iha QAS C 7 51'2 tZE1t. a _ �' '� I>ivr. GAttpG� '� - =-- +--=�I 4 • -r-- - W—C, p pt. n h \ -- f, W, P � u _`�' = cov cOc _i - � M.�,* r, I CErGit1G.-�_iNAws- _~ o ., � s•~ �' OW,w.M. �� - _o`. I SATH �. I F p emit.V.q i d —- PiTt+f� a � T.ct6 0 >k, I Cop}right m Ira Haspel All Rights Res erved. @1 i I ry v Mx Y _r- i .. ,S_ o " MFI T1s3.tmvsoorps-i (( I 7 - drawing ddc: --- I i 475 6µ -Pvk�S �, I , s ,� � I _ole-�Pn+��s-1 • . _ . . - - - _ TW 3od10 pKP3o�� 7Y�1 6310 TW 7.6 aro 7•Y/2 GS to J 30310 /l�H tlCY�r 9.o suYir. 21.4u Tax map no.: s ` d-C) �JI'O� 40- O, 1, (Phase: ADDIT1OTi _ D oig - �DDIT10ri - . _ p.p, _ 101 drawn bp: job No.: seal 717. .0 ARC _.. 4 scale date 1 D �i1 _� ly�� SIj�DG O f`� I7 11. 0 0 p V •` °�?�-vcor --�Ua� pa wN I 5 O V �I drav*no.: — / .- R WARNING: It is A violation of the law fot any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect If an alteration is made, the-altering architect shall affix to his item the seal and.the notation "Altered by:" followed by his signature,the date of such alteration, and a specific description of the alteration. ( 77- - - --- lo - - ;;, - � --- ----------_ r=771 --1 F11 I _ I I - �a .teal el Aetalrlorl Sx19T. - rctect,P. C. W E T G LEVET r- n - ���� -��OY-N/t ,N� /6F/ h Sou T E _Io � 1 i corvT. ft i,G fi vEri t r 1 10C260".oa. Preject n.m,e and — — Pot,CONIC , N,`Y . • _._ - - ' Grp�9a • � G7YP.� - CONSTRUCTION DOCUMEV"T DATE t7 # REVISIONS A bIGh �115►on 5 1 06 ..... ... .. . . � t4 job _ I \ , TL Elj i LU Copyright ® Ira Haspel All Rights Reserved. - ---— _ - - 41 hi - - - - _ 1 Tax map no- APD trIori ADD rT (ON Fly seal drawn by: Job 4,jai �HASPF4 �� 5T Vf'�T" d 1'1 _ _ IST H VST 10N - -- O \Q scold I date: 1' ya' �-a� 513/06 El " --ti - a A � -- )) dnaing no-- WARNING: It is A violation of the law for any person, unlebs acting under the direct supervision of a licensed architect,to alter any item in any way bearing the seal of an architect. If an alteration is made,the-altering -11QtASS_SIiIN G VES architect shall affix to his item the seal AffijT-GZE:.MPSE_=utaD��,tbAY ME,NT and.the notation"Altered bv:" followed by -51e CV -S F,#TM 1 his signature,the date of such alteration, .5/g" C-px S�"i EATH rh G . �?_xtez.:.►� R - - and a specific description of the alteration. �,-.gp=-�d.Su-LA'�I-4�._�P_iT►G �I.00� - - - Iory.C/THECIzA� GLr1.ING =Q FONT, Poo GI✓VENT �bt�T.."_."R 1 SCE � "N ._ • y3�o W�l7f: .lGE-�"TtATN 51�''EI.D Ca F"AVF :11 01 !;it U16,TFAScrA I 2 � 2� -0ryT.. SOFFM .VENT .._ ` �_____ _ . - :: - --- --- --- ldaR _� �� � � sH9wr;� . �ti. M��i - ° IMS • A IV o Q - - -VO � � i � - ��o"C�DA�.-G'P•P R-SoBI.ro14T4XA0IV.�o�Tt PA I I e , 04' tzm1.Doiz_ �.- ———— —I YML - -►.v� pnt r' �L-I.�* If is I jot-or 1 - �Aq� -oox TYG- G1.vE lNA1� t�`YL .SHrrIGLES : �1--�."" 91-560 sGrr16 I---- — T-a T�I-560sER�Ss a16 o,c. I`lvbG_-- x.16"0,G �-- - -- -T-a GpX SHEATHING. „ ><b @ 16"0:c. Slop w�+L►. 76�'EXr�1A6E I� -'— — i _ T- I _ -I'— — — — T_a 3�IY. . CEDING i Sot►ro -.-Pi-19 Plf3E(zG(.ACI tNSUt.ATlc�hl —Q 'Y`-2x6 ACGt r = Sl1,b S EAS - - - °° PPcH ------ I r 1 ( I PITCH $ P F } - I N u II 8-CoNc..:FNC,:BALL . 0 1�Ai�IPPtzoot`Ih� ___.. Ir i "-rw FRA* rtlt,►tTPR (TYP.) (-ooTIN G — _►i5 R>rSAR. NaR�zor+.l'A� �� 2�}''o•e. TR/NSVE(z5$ APPP, _fxcz71HG -- InqHaspe - $ SEGT10N -- ECT- 1-0 .. Arc r _ .. ... ..--- -- eco I'. C. 12 • rO �. _._. ._.. Project name and location: / ?�6 I(p"b.G _ ,4pDiT10 ri - 1�2GDx pF, CON (Cl MY � --� HDR .� '2-2r<G -2-2-8 HDR 1�ro I t: I CONSTRUCTION DOCUMENT DATE Pilt # REVISIONS A 5 /(4/o6 --5£I✓--p oTti� La s'L-GT►o r+® � �� — — — �bovs..._.._._. .__ L Copyright ® In Haspel All Rights Reserved. drawing title. - F, EGTIONS — - Tax map no.: f,;K19 Phs�ae: wn job No.: Seal do by: l� �V \ SCAC date 11 `I �/4=1-01 5�11�06 �� dewing nog WARNING: It is A violation of the law for any person, unless acting under the direct supervision Load bearing or shear wall above(must stack over wall of a licensed architect,to alter any item below) in any way bearing the seal of an architect. If an alteration is made,the-altering architect shall affix to his item the seal Blocking panel and the notation"Altered by:" followed by his signature,the date of such alteration, and a specific description of the alteration. Blocking panel II • II � I I • I I I � i II . 1 1/4"TimberStrand LSL rim board TJI® rim joist Must have 13/4"minimum joist bearing at ends For information on lateral load Web stiffeners required each side Must have 13/4"minimum joist capacities refer to current bearing at ends TimberStrand®LSL rim board literature See Floor Span Tables and General Notes in current Trus Joist MacMillan literature for exceptions TJ-1MSI BLKG PANEL TJI RIM JOIST _ 'TIMBERSTRAND' LSL RIM BOARD TJI BLKG PANEL LOAD BEARING WALL E: 1 =1 -0 TJ-2 SCALE: 1"=,'-0" TJ 3 SCALE: ,"=1'-0" TJ-4 SCALE: 1"=,'-0" SIMILAR @ FND WALL SIMILAR @ STl_ BEAM Load bearing wall above Load from above (must stack over wall below) 2x4 minimum squash blocks I I I ' -Tra Haspel I ArchitectP. C. ° I o j 1/16" o I I Blocking panels may be required 1/16" with shear walls above or below-see ° detail TJ-4 0 2x4 minimum ° squash blocks Blocking panels may be required with shear walls Project mme and location: above or below-see detail Web stiffeners required each side Use 2x4 minimum squash blocks to - TJ-4 q belowtransfload from above to bearing plate Web stiffeners required each See current Trus Joist MacMillan literature for web stiffener requirements 1� ti side A INTERMEDIATE BEARING TJI SQUASH BLOCKS LOAD505 D p i rt o N See Floor Span Tables and General Notes in current Trus Joist TJ-6 E -7 � 3�� ` ��� ��� Q MacMillan literature for exceptions NO LOAD BEARING SCALE: G 0 � (G 7 TJI SQUASH BLOCKS E3s WALL ABOVE 6'-0"length of TJpjoist CONSTRUCTION DOCUME;v"T DATE reinforcement and filler block. 8"diameter maximum hole may be # REVISIONS DATE Use 4'-0"length with 91/2"and cut in each blocking panel for 11 7/8"- 11 7/8"TJI joists® 16"joists;6" diameter maximum for 9 1/2'joists or for blocking panels less 4'-0"length of 3/4" than 12"long. Do not cut flanges. reinforcement on one side 8"diameter maximum hole may be cut in each blocking panel for 117/8"- 16"joists; 6"diameter maximum for 9 1/2"Joists or for blocking panels less than 12"long. Do not cut flanges. Attach reinforcement to joist top and Copyright ® Ira Haspel All Rights Reservedi bottom flanges with 8d(21/2")common nails at 6"o.c.When reinforcing both driving title- sides,stagger nails to avoid splitting. r Ji ��T/41L5 Tax rap no.: Phase: a��tn 2A� Attach TJI®joist reinforcement to joist web with drawn b�: job No.: 3 rows 10d (3")common nails at 6"o.c. seal ED ARC Qnj�,` clinched. Use 2 rows with 9 1/2"and 11 7/8" TJI®joists. �5 N HASP �'s face grain horizontal �C? �Q Fl >� sale dim DETAIL NOT USED LOAD BEARING CANTI LEVER W N.rs. 7//9�oG TJI LOAD BEARING CANTILVER draaingr,o: TJ-8 � I � - SCALE: , _, -0 REINFORCER SCALE: ,"=1'-0" '� -r '.•r_�„ eo � v N WARNING: It is A violation of the law for any person, unless ac under the direct supervision TJI /Pro 150,Z50 i3<350 Joists TJI®/Pro 550 joists �$ ' ma ma of a licensed architect,to alter any item Gap: minimum Gap: minimum in any way bearing the seal of an architect 21/4"maximum 21/4"maximum If an alteration is made,the-altering :✓ architect shall affix to his item the seal 1. Blocking panel and the notation"Altered bv:"followed by IF n 1 1/2 his signature,the date of such alteration, and a specific description of the alteration. Til joists are intended for dry-use, - 3-8d (2 1/2")box nails,clinched non-treated applications. 3-16d(3 1/2 ) box nails 2x4 web stiffener ' Web stiffener each side(1) each side(Z) TM -TJI®/Pro 150 joists: 1/2"x 2 5/16"minimum -TJI /Pro"250 joists: 5/8"x 2 5/16"minimum — -TJP/Pro 350 joists: 1"x 2 5/16"minimum tlJa I" 1 1/2" Tight flit Tight fit ��c�`o��•ll s �oaa (1)Web stiffener material shall be sheathing meeting the requirements of Wood backer WEB STIFFENER ATTAC H E M E N T PS 1 or PS 2 with face grain vertical. aa�O\e1e< eslt (2)2x4 construction grade or better.N.T.S. �e5 2x nailed to thside of the TAoist with wood backer. Nail through the TJAoist and backer into the 2x with 2 rows 10d .c. and clinch. Use 16d(31/2")nails (3")common nails at 6"o 1 1/4"TimberStrand® with TJP/Pr6m 550 joists. LSL closure TJI NON LOAD BEARING CANTI LEVER TJ-12 SCALE: 1"=1'-0" Microllam LVL, TJI joists are intended for dry-use, Parallam PSL or Top flange hanger TimberStrand LSL non-treated applications. Backer block: Install tight to S T Face mount hanger top flange(tight to bottom Tra Ha �e r[ flange with face mount hangers), both sides of web I • singlewith AttachArchitect,.V. C. with 10-110d(3")box nails, I clinched when possible. _ °I 0 acl��VA� o . II II • II ° II Project name and locadon: � l,11 G G 1E � j -(��51DECiC� t5�a Filler block: Nail with 10-10d cep (3")box nails,clinched when AD Q i j"I O N a TJf joists possible. Use 10-16d 5C>5 FA 5 s�,�n o r P)may cantilevered up to 1/3 the adjacent Pad span if not supporting (3%%208")box nails from ea concentrated loads on the side with TJI /Pro 550 joists. p�i c o I G cantilever. Cantilevers exceeding 4 feet may require special consideration. Refer to our TJ-Beam"' or TJ-Xpert"software or contact your Trus Joist Web stiffeners are required if the sides of the MacMillan representative for assistance. hanger do not laterally support the TJf joist top With top flange hangers, backer block required only for downward flange and per current Trus Joist MacMillan loads exceeding 250 lbs.or for uplift conditions(factored load literature value is 395 lbs.for Limit States Design) CONSTRUCTION DOCUMEv"T DATE E 13TJ1 NON BEARING CANTILEVER TJI CONNECTION @ BEAM # REVISIO s A TJI CONNECTION @TJI S ((TJ-1 4SCALE: 1"=1'-0" EDs CALE: Bearing plate: Flush plate with inside face of wall or beam TimberStrand LSL (or TJI joist)rim board or blocking for lateral support a I a Strap per code If top plate Is not continuous over header Cop}Wright C Ira Haspel All Rights Reserved. ' a. e dnwing tidr: • a ° T I til I.S .Q II II � I Tax map no.: Phase: Trimmers. See current Trus seal fob No-, Parallam PSL or TimberStrand Joist MacMillan literature for LSL column minimum bearing length. tE®�IqC' TJI CONNECTION @ STL BEAM BEAM BEARING AT WALL gE ��� `P�"ASpF� y'� sale: date: TJ-16 TJ-17 BEARING FOR DOOR OR n N1T,S. 7/�9�o6 SCALE: 1"=1'-0° SCALE: 1"=1'-0" TJ-18 SCALE: 111=11-01, WINDOW HDR dr*a+ngno.: eco WARMING: Minimum distance from CHART AIt is A violation of the law for any person, Minimum distance from CHART B unless acting under the direct supervision of a licensed architect,to alter any item Minimum distance Minimum distance in an way bearing the seal of an architect. from C Y Y g from CHART If an alteration is made,the-altering a architect shall affix to his item the seal and the notation"Altered by:" followed by his signature,the date of such alteration, 0 O and a specific description of the alteration. a • A 1D" hole can 2 x 0 2 1 D 2 L 2 x L Do not cut holes be cut anywhere D 1 2 minimum L larger than 100 ° In the web (also applies 1 in cantilever ° to 10" holes) HOW TO USE THESE CHARTS Top flange hanger DO NOT ° I. Determine the hole shape (round, square or rectangular) and select the appropriate chart — A or B. 2. Under HOLE SIZE, locate the column which meets or exceeds the size of hole you require. CUT OR NOTCH Face mount hanger 3. Use the first two columns to identify the TJI joist series and depth being used in your floor or roof system. 4. Scan right across the row until you intersect the column which contains the hole size you selected. FLANGE The value shown is the required minimum distance from edge of the hole to the inside face of the nearest support. See current Trus Joist MacMillan literature for framing connectors GENERAL NOTES CHART A — ROUND HOLES — If more than one hole is cut into the web, the distance between the BEAM TO BEAM CONNECTION , MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE edges of the holes must be at least 2x the length of the largest hole. TJ-1s ROUND HOLE SIZE y y yw SCALE: ,"=,'-o" Depth TJI Pro TM — Holes may be located vertical) anywhere within the web. Leave E of web minimum at top and bottom of hole. 2" 3" 4" 5" 6" 61" 7" 8" 8d" 9" 10" 100" 12" 1 120" n , „ , n , „ , „ , „ — TJI ®joists are manufactured with 10" perforated knockouts in the web 9D" 150 1 —0 1 —6 3'-0" 5 —0 6 —6 7 —6 at approximately 12" on—center along the length of the joist. 250 1'-0" 2'-6" 4'-0" 5'-6" 7'-6" 81_0" — Distances in the charts shown are based on uniformly loaded joists 150 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 5'-0" 7'-0" 8'-6" using the maximum loads shown for any of the tables listed within current 250 11—Oto " • Trus Joist MacMillan literature. For other load conditions or hole configu— rations—0 2 —0„ 3t—OD) 4—6„ 51-091 6 —0„ 8 —0" 9 —0„ rations not included in these charts, refer to our TJ—Beam sofMare or 11 Z5° � n n nn9_000 350 1 —0 29-00' 3 —0 49-6-1 51—6 69-011 7 —0 91-0 10contact your Trus Joist MacMillan representative. 550 1'-0” 1 1'-6” 3'-0” 4'-6” 6'-0"1 6'-6" 7'-6" 9'-0" 10'-6" — For simple span (5 foot minimum) uniformly loaded joists meeting . 250 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 3'-0" 5'-0" 6'-0" 6'-6" 8'-6" 10'-0" the requirements of current Trus Joist MacMillan literature, one maximum size round hole may be located at the center of the joist span provided 14" 350 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 3'-6" 4'-6" 6'-0" 7'-0" 8'-0" 9'-6" 11'-0" no other holes occur in the foist. DO NOT cut into foist flanges when ' 550 1'-0" 1'-0" 1'-0" 1 2'-6" 4'-0" 4'-6" 5'-6" 7'-6" 8'-6" 9'-0" 10'-6112'-0" cutting out web. Steel column with column cap 250 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3-0" 5'-0" 6'-6" 9'-0" 11'-0" 16" 350 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-0" 4'-0' 5'-0" 6'-6" 8'-0" 10'-6"" ' 12'-6FULL WEB DEPTH RECTANGULAR 550 1'-0 1 -0" "1'-0 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 6'-0" 7'-0" 8'-6" 10'-0" 12'-0" 13'-6 HOLES ARE ALSO POSSIBLE. CHART B — SQUARE OR RECTANGULAR HOLES CONTACT YOUR TRUS JOIST MACMILLAN MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE REPRESENTATIVE FOR ASSISTANCE. Parallam PSL or TimberStrand LSL column with column Depth TJI ?Pro TM SQUARE OR RECTANGULAR HOLE SIZE cap IraHaovel 2„ 3n 4" 5" 6" 61" 7" 8" Ban9" 10" 100" 12" 120" Verify Parallam PSL and TimberStrand LSL column capacity and beam bearing length.See ArchiL ��t . C. 9DIII 150 1'-0" 2'-0" 4'-0" 6'-0" 6'-6" 6'-6" current Trus Joist MacMillan literature. 250 1'-0" 2'-6" 4'-6" 6'-6" 7'-0" 7'-0" BEARING AT WOOD O R STL COLUMN ,� rr , r, , n r „ , ,r , » , ,r , rr 150 1 —0 1 —0 2 —0 4 —0 6 —6 7 —6 8 —0 89-60t 9 —0 TJ-20 250 1"-0" 1'-6" 3'-6" 5'-0" 7'-6" 8'-0" g'—g" 9'_0" g'_6" SCALE: 1"=1'-0" _ 11 Cin 350 1'-0" 2'-6" 4'-0" 5'-6" 7'-6" 8'-6" 9'-0" 9'-6" 9'-6" 550 3'-0" 4'-6" 6'-0" 7'-6" 9'-0" 9'-6" 9'-6" 10'-0" 10'-6" , n r n n r n , r n , n r n 2"minimum 250 11-010 1 —0 1 —6 39—6 61-001 6 —6 81—Opt 10 —0 10 —6 10 —6 11 —0 12'-0" 14" 350 i'-0" 1'-0" 2'-6" 4'-6" 6'-6" 7'-0" 9'-0" 10'-6 10'-6" 11'-0' 11'-6" 12'-0' 550 1'-6" 3'-0" 4'-6" 1 6'-6" 8'-0" 8'-6" 10'-0" 11'-6" 11'-6 12'-0" 120-6111,3'-0" 2"minimum 250 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 8'-6" 8'-6" 9'-6" 10'-0" 11'—O" 11'-6" Proiett name and location: 16" 350 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 3'-6" 5'-6" 8'-0" 10'-0" 1 Of—Opp 11'-0" 11'-6" 12'-6" 13'-0" \ 550 1'-0" 1'-6" 1 3'-6" 1 5'-0"1 7'-6" 8'-0" 9'-6" 11'-6' 13'-0" 13'-0" 13'-6" 14'-0' 15'-0" 15'-6 ° u G I -P) 5 Q *Rectangular holes based on measurement of longesst side. ° 0AD D ) TION ° 305 F � Treated 2x ledge �► 55 EN 0 0 pfIC ONIC11 N-Y 0 Flashin CONSTRUCTION DOCUMENT DATE 1 1/4"TimberStrand LSL rim board # REVISIO\S DATP, Structural exterior sheathing 1/2"diameter lag bolt Allowable load is 325 lbs.per 1/2"diameter lag bolt Blocking/Bridging BEAM ON COLUMN CAP TJ 1 EXTERIOR DECK ATTACHMENT panel TJ-23 SCALE: 1" -0" ' TJ-22 SCALE: 1"=,'-0" MICROLLAM LVL PARALLAM PSL ® Minimum of 2 rows 16d (3 1/2")nails 13/4"Width Pieces: at 12"o.c. i Minimum of 2 rows 16d (31/2")nails i I ' Copyright m Ira Haspel All Rights Reserved. 0 Minimum of 3 rows 16d (31/2")nails Q at 12"o.c. at 12"o.c.for 14", 16"and 18"beams , o Minimum of 3 rows 16d(3 1/2")nails azawing tide: • at 12"o.c.for 14", 16", and 18" � , beams � � � l 1 ® Multiple pieces of Microllam LVL can be nailed or bolted together to forma i header or beam of the required size, 31/2"Width Pieces: up to a maximum width of 7 inches. Minimum of 2 rows 1/2"bolts at 24" Tax map sto.: ' o.c.staggered Phase: For side-loaded multiple member beams,additional nailing or bolting or Seal do 69 job No may be required. See current Trus Web stiffeners required each side �E�ASC Joist MacMillan literature. 5HAS C? ,PN pScaF� CONNECTION OF MULTIPLE PIECES OF TOP LOADED BEAMS a " , 'N.rs daft �'9�°6 TJI BLKG/BRIDGE PANEL - dna'' E-21 SCALE: 1"=1'-0" TJ-24 SCALE: 1"=1'-0" ,k �nm: � )^ Ali 7