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Home My WebLink About29483-Z of souryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45664 Date: 10/22/2024 THIS CERTIFIES that the building TWO FAMILY DWELLING Location of Property: 25105 Route 25 Orient, NY 11957 Sec/Block/Lot: 18.-3-12.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 05/15/2003 Pursuant to which Building Permit No. 29483 and dated: 06/13/2003 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: front porch replacement and interior alterations to an existing two-family dwelling as applied for. Replaces CO #Z-30797, dated 2/28/2005 The certificate is issued to: Grace Pilcer Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 1178857 12/18/2003 PLUMBERS CERTIFICATION: King Plumbing&Heating 01/14/2005 (AutUrized Signature OF SOUIyo<o # # TOWN OF.SO.UTHOLD BUILDING DEPT. °ycoum, 631-765-1802 /8— 3—/a• / INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE .& CHIMNEY [. ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [` ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ' [ ] RENTAL REMARKS: 0k__ 4D aaw�il �lw�ll r oc�' iVla, s Ig.�lS Q� A rr�ved LEM- DATE INSPECTOR FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30797 Date: 02/28/05 THIS CERTIFIES that the building ALTERATIONS Location of Property: 25105 MAIN RD ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 18 Block 3 Lot 12 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 15, 2003 pursuant to which Building Permit No. 29483-Z dated JUNE 13, 2003 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 REPLACE EXISTING FRONT PORCH & INTERIOR ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to GRACE C & SAMUEL A PILCER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1178857 12/18/03 PLUMBERS CERTIFICATION DATED 01/14/05 /KING PLUMBING & HEATING 7 ` � hor' zed Signature Rev. 1/81 Form No. 6 &. 0 '2�(ry I/_5 TORN OF SOUTHOLD k� BUILDING DEPARTMENT 22004 TORN H.aLL 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 1110 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 a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees + 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Gil o C-E s s 09rs his- e'e-.0C_ Suffolk County Tax Map No 1000, Section /e Block 3 Lot /2 — / Subdivision Filed Map. Lot: Permit No. 2 9-y A 77 Date of Permit. 4/S,® 3 Applicant: c oic r Health Dept. Approval: NzR Underwriters Approval: i✓�� Planning Board Approval: ev//* Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ (IViP g / Applicant Signature "'iX . cat � 6iq � r)z" O �l�lrJ�l ar�rlr�rJrJrsr n�n�nrPrP�I�I�I�I�IrJ�l�I�I a�I�I a�I:I-:I-1I 1PLPLPLfrJ'r�r3r3r3PL[JmrsrJm rJmrJ'rJmfmfcrr3-pL rJLpLf3pLpL ac pLpL 3 o 5 BY THIS CERTIFICATE OF COMPLIANCE THE a t 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 �5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 JIM SAGE ELEC. INC. SAM PILCERP.O. BOX 38 25105 5 5 GREE PORT, NY 11944-0038, MAIN RD 5 5 ORIENT, NY 11957 7C7C7CC5 Located at 25105 MAIN RD ORIENT, NY 11957 55 7� Application Number: 1178857 Certificate Number: 1178857 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement, First Floor, Outside, 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below,was 5 5 found to be in compliance therewith on the 18th Day of December, 2003. rCCj 5 Name QTY Rate Ratine Circuit Ttine C5 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide 5 5 appliances and Accessories 5 5 Dish Washer 1 0 1.2 KW 5 5 Air Conditioner 1 0 60.000 BTU 5 5 Panels 5 5 1 50 10 5 rj Wiring and Devices rj 5 Receptacle 9 0 General Purpose 5 5 Switch 4 0 General Purpose 5 Fixture 2 0 Incandescent 5 5 Dimmers 2 0 5 Receptacle 1 0 30 amp Dryer �5 5 Receptacle 3 0 GFCI 5 �j Service 5 5 1 Phase 3W Semite Rating 200 Amperes 5 Service Disconnect: 1 200 cb seal 5 5 Meters: l � I of I 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated El rJ'rJO'rJ'rJ'rJ'rJM'rJMP01000arJ�fartVi Vi Vi Vi 1:! im:irJr:rJr:111:1 J�rJrJ a�Pr�rJ�rJ�PrJ�rJrJ@PrJ�rJrJ�rJrJrJrJrJrJrJrJrJ arJrJrJrJrJrJrJrJrJ •�5�5�50 14 �gUFFO(,�c w : Town Hall,53095 Main Road Oy �� Fax(631) 765-9502 P.O. Box 1179 .�Ol �a0 Telephone (631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: i /`! OS Buildine Permit No. 9 Owner: St9w ��LC (Please print) Plumber: u, s4 4c t,—6, n>L (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1°0 lead. i (Plumbers Si ture) Sworn to before me this 1•LP- r . day of 20 r-`, Notary Public, County BARBARA ANN RUDDER Notrry S+w> w mew York Qualified.- �ai'zfs iaunry Commission Expires April 14,QQ1!1Y 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. 29483 Z Date JUNE 13 , 2003 Permission is hereby granted to: GRACE C & SAMUEL A PILCER 1230 PARK AVE APT 16C NEW YORK,NY 10128 for INTERIOR ALTERATIONS AND A PORCH REPLACEMENT (IN KIND) AS APPLIED FOR at premises located at 25105 MAIN RD ORIENT County Tax Map No. 473889 Section 018 Block 0003 Lot No. 012 . 001 pursuant to application dated MAY 15, 2003 and approved by the Building Inspector to expire on DECEMBER 13 , 2004 . Fee $ 150 . 00 L, "2 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD PROPERTY RECORD CARD '" y OWNER STREET G VILLAGE DIST. SUB. LOT , FOR zfrR pcOk NEk, L o y r f5 9` 406 N • ACR. lrvEP,F L o /- T r . � �. S W _ n TYPE OF BUILDING Ir RES. SEAS. VL. FARM COMM. CB. MISC. Mkt.t. alue Viov , LAND IMP, TOTAL DATE REMARKS/� 2I 7YJ 0�0' b Qd d �JS', D? r—1/Z Mi F ;1 / 7 k f� Q ' :Slr add (Fa 7 P: 7r921,?? Fh �rl�4W�, 12�,a 7Z _ y /07 5 cP 0 l5 Pl 66 /W r Ma, /660 . r 7S /0i Q :2 'L /Z Z Oo2- /PS t/Q/70 /Cer 3 7G OG AGE 37-7t B ILDING/CON -;-2 cl'-2 E)3 N NORMAL BELOW ABOVE ? �L FARM Acre Value Per Value Acre Tillable I Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD /3Sf House Plot DEPTH Vzo Z3Z / e/ BULKHEAD Total DOCK r �z• s ? #, COLOR i p 4Xi TRIM 4 i 31 d MINNOW _,3a x 3 N, Bld �� y `� Qdd ZO4 , Foundation LC Bath �1y Dinette — 9 /— :xtension ry Q 2�� 7 Basement 1 a�. / Floors /t,-1/ r yi ) K. _ _xtension �� 0 o Z Ext. Walls �Zc ��( Interior Finish SIA-1 LR. xtension S �� Z o0 6 SOZ Fire Place �U Heat Q DR. — Type Roof r (.� Rooms 1st Floor BR. 'orch od'3Y = 32o Recreation Roo Rooms 2nd Floor FIN. B. 'orch _ a�� sp Z3 Dormer Breezeway Driveway garage Patio 0. B. Total 3 7 20 1 Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 January 21, 2005 ;aJa Mr. Michael J. Verity Principal Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Dear Mr. Verity : I conducted an inspection of the plumbing work completed at the Pilcer residence at 25105 Main Road in Orient. Inspection found the water supply and waste piping to be free of leaks and installed in accordance with the New York State Building Code. If you have any questions please call me on 298-1986. Yours truly, don, P.E. Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 February 3, 2005 Mr. Michael J. Verity Principal Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Regarding Building Permit#29483 Dear Mr. Verity : I conducted an inspection of the plumbing work completed at the Pilcer residence at 25105 Main Road in Orient. Inspection found the water supply and waste piping to be free of leaks and installed in accordance with the New York State Building Code. If you have any questions please call me on 298-1986. Yours truly, *n on, P.E. Condon Engineering, P.C. New York Stats Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 October 19, 2004 Mr. Michael J. Verity Principal Building Inspector Southold Town Building Department 53095 Route 25 P.O. Box 1179 Southold, New York 11971 Dear Mr. Verity : I conducted several inspection during the past few months of the work at the Pilcer residence at 25105 Main Road in Orient. This included an inspection of the concrete footings and pier foundations for the porches as well as the framing and strapping. a final inspection of the work was conducted on October 1, 2004. All of the work was found to be completed in accordance with the attached amended plans and the New York State Building Code. If you have any questions please call me on 298-1986. Yours truly, rondon, P.E. 2 9 M4 Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 May 15, 2003 Vii; C Town of Southold f Building Department T Damon Rallis _ 53095 Main Road Southold, New York 11971 Dear Mr. Rallis : The following are responses to your inquiry relative to the renovation and repairs at the Pilcer residence at 25105 Main Road in Orient. The Climatic and Geographic Design Criteria should be modified to indicate that an ice shield underlayment is required and that the Seismic Zone for the area is zone B. If you have any further questions regarding this application please call me at 298-1986. Yours truly, �pF r�EW yO. J qn ndon, P.E. ; � i Iw : 051664 Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 May 15, 2003 Town of Southold Building Department Town Hall 53095 Main Road Southold, New York 11971 Gentlemen: The following are in answer to your questions relative to the Application for Building Permit for the renovation and repairs at the Pilcer residence at 25105 Main Road in Orient. • The existing windows in the building are to be replaced in kind with no relocation or enlargement of the existing window openings. The glazing in the windows to be used have a U value of 0.48. • The ceiling height in the second floor bathroom which is to be renovated is 7 feet. The ceiling in the existing second floor bedroom is vaulted and is in excess of 7'/z feet. • The existing stair to the second floor is to be widened to 3 feet. • The front porch is existing and will be demolished and reconstructed. The width of the porch across the front of the building is to be shortened from what is currently installed to clear a tree that is currently touching the front of the existing porch. • The interior renovation work is non structural and primarily involves updating of existing bathroom spaces, replacement of wall ceiling and floor finishes. If you have any further questions regarding this application please call me at 298-1986. Yours truly, OF NEW Y h ondon, P.E. oc n W a . SFO 051684 . - '�UFESSIOtAt uauiNc oar. NS TION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREe,'LACE & C"1MNEY REMAR cirtrr� DATk*0a IN8PECT0 Tss.,soz BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ;71NAL S ION jFRAMING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE - INSPECTOR BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: o!5 /QS/03 APPLICANT: 690ce,-Rc-ev DATE SUBMITTED: x/ /03 SCTM#DISTRICT: 1,000, SECTION: BLOCK: 3 LOT: ra•i SUBDIVISION: wjA ADDRESS: oQ5K05 P odyn '7�ACITY: nQ te,*iT ZONING DISTRICT: CONFORMING?—14o BUILDING PERMITS OPEN/EXPIRED: PRE C OR N 2-178' BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIlZED M ri NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: ACT. LOT SIZE:31,36S REQ. LOT COV. ACT. LOT COV. REQ. FRONT 'JO PROP. FRONT REQ SIDE 1- ACT. SIDE / REQ. REAR e-6 PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION:c2_Fcu�J.A, lAk q&�6 ESTIMATED PROJECT COST: ARCHITECT/EN6R;TffR: �Nibn� WATER FRONT? No DESCRIPTION: PANEL # 6% FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or]0, (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y ory NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or 10 DTE: /_/ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or 0 DTE _/ / PERMIT#: TOWN ZONING BOARD APPROVAL: YES or 19) DTE: / /_ PERMIT #: TOWN PLAN. BOARD APPROVAL: YES or 10 DTE / /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): I& or NO NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: MI6 k SF f dR-C4 INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( �`�1 SF)- ( SF)= SFX $ =$ +$ +$ =$ 2. ( SF)- ( SF)= SFX $ =$ +$ +$ = $ 3. ( SF)- ( SF)= SFX $ =$ +$ +$ =s FINAL TOTAL: $ � � NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH mi/c Desi n Cate Weathering: Severe Frost Depth:3611 Termite:M-H ✓ Decay: S-M Design Temp: 11Ice Shi dle Un . fES-A� Flood Hazards: USE/OCCUPANCY CLASSIFICATION: R-3 HEIGHT/FIRE AREA: +► TYPE OF CONSTRUCTION:, F � DESIGN CRITERIA: ENGINEERED/R R ' E FULL FRAMING DESIGN ELEMENTS:�T HEADERS:T/N WALL STUDS. ON GIRDERS: (P/N CEILING JOISTS: /N FLOOR JOISTS:&/N ROOF RAFTERS LUMBER SPECIES AND GRADE:O/N DESIGN LOAD CALCULATIONS5)/N LIVE:�qN DEAD&N SNOW:3/N SEISMIC:&/N WINDY N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/e N/A EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N 1UNb W INnDuJS N� VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULEV N MEANS OF EGRESS: ON PLUMBING RISER DIAGRAM: Y/& /ilk LOCATION OF FIRE PROTECTION EQUIPMENT: Y(V TRUSS DESIGN: Y,& CERTIFICATION: Yfi ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) i FIELD INSPECTION REPORT I DATE COMMENTS FOUNDATION 1ST ----------------------------------- - - - FOUNDATION 2ND) - -- m z 9� o - - O ROUGH FRAMING& PLUMBING - -- x INSULATION PER N.Y. -- - H STATE ENERGY CODE - - - FINAL ADDITIONAL COMMENTS -03 go G s-7D- - - 0 z ooku - m N o v TOWN OF SOUTHOL'D'), BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTTENT Do you have or need the following,before applying 7 TOWN HALLBoard of Health SOUTHOLD, NY 119 1 3 sets of Building Plans TEL: 765-1802 V 7� 6 Survey ---- PERMI-I!ZIQ� 7 b� Check Septic Form N.Y.S.D.E.C. C (; Trustees Examined ,20 Contact: Approved , 20 Mail to: P.o. / es- Disapproved 5Disapproved a/c O/[ iBNT N •rQL1 /i4S7 Phone: 3 z 7 2 7 / c_ Building Inspector APPLICATION FOR BUILDING PERMIT Date r/s , 20,:> 3 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 a Certificate of Occupancy is issued by the Building Inspector. 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. /Y,f C90 "AL iJ /✓ooO `v o�GiG.NG co�cp (Signature of applicant or name,if a corporation) / Yr o.e-/.ENi N (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Co 7' Nc .—off Name of owner of premises G-/CA c6 r (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer cr• (Name and title of co orate officer) Builders License No. /qS 7.F- A/ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: z si o S ter/'..- ,e 0 0.en i6r i House Number Street Hamlet ; County Tax Map No. 1000 Section / P- Block 3 Lot /;;2- Subdivision 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 b. Intended use and occupancy �Q�,46AcE /N K iNO 3. Nature of work (check which applicable): New Building Addition Alteration Repair r/ Removal Demolition Other Work (Description) 4. Estimated Cost / y o a o o . o 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 fr/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 2Z ' Rear 2 a. Depth y Height 2 z ' Number of Stories z Dimensions of same structure with alterations or additions: Front X491 E Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 1,11,4 Rear Depth Height Number of Stories 9. Size of lot: Front Sf� A r rll"PC+r J D Depth ea ep 10. Date of Purchase z 0o z Name of Former Owner 11. Zone or use district in which premises are situated ,c cf, 7-.,y e- 12. 12. Does proposed construction violate any zoning law, ordinance or regulation: „s 0 13. Will lot be re-graded ey& Will excess fill be removed from premises: YES NO 14. Names of Owner of premises_cc-oce rJA,-r "'`'GAddress Phone No. Name of Architect Address Phone No Name of Contractor �oov,-, .A-*Address p. o. /y,r Phone No. 32 3 z z i u�/ oc"rdr N•Y. i 9s7 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES 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 OF ) K do.v .r r e.Ft being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the c o...7 ceW c ToiG (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 2W!:) ri1 ,2 �Not#yPublic Signature of Applicant NOTARY PUBIC State of Newyork 0932 Oualf f eo.d n S f o?k County Term Expires March 8,20 o ' OCCUPANCY OR AP VED AS NOTED USE IS UNLAWFUL DATE: B.P�.^Q--�� ITHOUT CERTIFICATE FEE:, BY:i� OCCUPANCY 4011 BUILDING DEPARTMENT AT \ 785-tbM SAM TO 4 P FOR THE FOLLOWING INSPECTIONS: n ' \ 1. FOUNDATION - TWO REQUIRED \ UNDERWRITERS CERTIFICATE FOR POURED CONCRETE 0001" , \ REQUIRED 3 INRSULATIOI�ING b PLUMBING EXISTING RESIDENCE .h / \ 8. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. i ALL CONSTRUCTION SHALL MEET THE ALUMINUM GUTTER NEW ASPHALT SHINGLE ROOF ' \ \ REQUIREMENTS OF THE CODES OF NEW L .a \\ YORK STATE. NOT RESPONSIBLE FOR a I / � \ \ ® DESIGN OR CONSTRUCTION ERRORS If / \ _� 4X4CCAWOOD 4X4 POST @4'O.C,MIN.AND ' COMPLY WITH ALL CODES OF NEW WOOD STAIRS COLUMN(TYP.) 1X1BALUSTERS@4"D.c. ' \ �o-o \ NEW YORK STATE & TOWN CODES r _ SEEDETAILON I / �0 \ AS REQUIRED AND CONDITIONS OF V V SHEETS-2 SOUTHOLD TOWN ZSA L I / / \ N/ SOUTHOLD TOWN PLANNING BOARD WLieowlTeNorueE a\ SOUTHOLD TOWN TRUSTEES ¢ CONCRETE \ \ TYPICAL) \ Ff N.Y.S.OEC i3 I 2x8 CCA LEDGER WI�" O\ EXISTING GRADE \ = 2x8 CCA FLOOR JOISTS @ Is-OC GALVANIZED LAG BOLTS 2 O.C. FLOOD ZONE \ \ \ COMPLY WITH CHAPTER '46' 1i `4x4 COLUMN(TYP.) I EAST ELEVATION \ \ \s � \ \ FLOOD DAMAGE PREVENTION F SOUTHOLD TOWN CODE. L _J — \ wTERIGR RENOVATIONS \ \ \ ALL CONSTRUCTION SHALL > INCLUDING REBUILT ME THE REQUIREMENTS OF THE STAIRWAY \ E sxs COLUMN FROR7 ABOVE /� \ t/�� CO ES OF NEW YORK STATE. C� � /� \ NEWSTAR \ \ C RTIFICATION OF \ \2� NAILIf &CONNECTIONS (zlzx7occA \ \ p�� GIRDER �/ ` /` 4X4 COLUMN FROM ABOVE B.0"MAX % 10 \ \ \ EXISTING 2 STORY \ EQUIRED. r-- r RESIDENCE (212%7DCGA 1 �V 1 (2(2xIOCCA I �V I (2)2%t0CCA 1 r A (2)2%10 CCA \ /� L,__J L LJ 91'-0" L__J L_�J EXISTING RESIDENCE GIRDER \ \ EXISTING RESIDENCE 1� \ CONCRETE„FOOTING N EW ASPHALT SHINGLE ROOF ALUMINUM GU WITH 8'0TN1Wn!OOD STAIRS SONOTUSES SEE DETAIL ON SHEET 54 PORCH FLOOR PLAN 4X4 POST @4'Go.MIN.AND 4X4 CCAWOOD ti REMOVE EXISTING PORCHHR\ , X69 251 7X1 BALUSTERS@4"O.C. AND REFORB IPryEW„_ / r\ COLUMN(TVP) \ FRONT FOR WITH^Y"5- d� s - \ ExISTINGGRADE SITE PLAN SCALE.V=20' INFORMATION TAKEN FROM SURVEY BY STANLEYJ ISAKSEN,JR.UNDATED NEW WOOD SCOPE OF WORK: SCTM: 1000-018-03-012.1 STAIRS WEST ELEVATION -Demo existing parch&western stair w -s`•-mac+, -Rebuild porch&west stair O4 NEW yo „ -Replace all windows in-kind throughout building S1Pae J �O�Oo�_w\ 2X6 ROOF RAFTERS @ 16”O.C. \ j -Completely renovate existing kitchen, bathroom, hall and close)areas on first door and bathrooms and bedroom on second Floor-rear side of building. � J -Remove, rebuild and widen existing stair to second Floor z ' ALUMINUM GUTTER F' SSI, �y Renovation work consists of new floor coverings, new gypsum board ceilings and walls, new plumbing fixtures and minor rerouting of pipes,and additional p RO`fESS10��'' 2X8 LEDGER WI I"GALVANIZED EXISTING RESIDENCE electrical outlets. - —c)8 NOTES: 16 I BOLTS @72"0L NEW ASPHALT SHINGLE ROOF �- 3 -c)8 ALUMINUM GUTTER NOTES: Design Loads: 1 -All framing is to be in accordance wvith the New York State Building Code and the WFCM High Wind Addition -Roof-Live Load-47 psf- EXISTING RESIDENCE 2-All concrete 3,500 psi after 28 days minimum. Based an ASCE-7 and Pg=45 psf per Figure R301.2(5) 4x4 POST @ 4' 4x4 CCA WOOD 0� Do c,MIN.AND COLUMN(TYP.) 3-Footings are to be installed on undisturbed virgin soil. 3 1X1 BALUSTERS 'I � the bottoms of all footings are to be installed a minimum of 4'below grade unless indicated Otherwise. -Dead Load- 15 psf @CO.C. 4-The Engineer is to be contacted if unacceptable or questionable sail is encountered during excavation. Unacceptable soil is soil containing -Exterior Deck-DeLivad Load-40 psf Dead Load-15 psf o , clay and/or organic material. 0 0 5-All measurements are to be confirmed in the field. Discrepancies are to be brought to the -Wind Loads Method mph-ASCE-7 MWFRS-Melhotl 2 RFs attention of the engineer prior to material ordering and fabrlcalion. Component and Cladding-Details from — 6-All lumber is to be No.2 or better Douglas FIT Larch(N)with the following minimum specifications: WFCM TABLE 3.8 EXISTINGGRADE - (3)2X10 RIDGE BEAM g NEW WOOD � Flo=825 psi &4'MAX. STAIRS FV=95 psi Plans are prepared by Condon Engineering,P C. It is a Violation of the (2(2X70 GIRDER(212X10 GIRDER (212%tOGIRDER p Fc 625 psi New York State Education Law,Article 145,Section 7209, or any (2)2X1 GIRDER SOUTH ELEVATION Pe5- E= 1,600,000 psi person unless acting under the direction Ota licensed Professional Engineer,Architect,or Land Surveyor,to alter any Item In any way.If 7-All straps,connectors, plates, bolts, nails, etc.are to be galvanized or stainless steel. Designated connectors,strap etc.on these drawings an item bearing the seal of an Engineer,Architect,or Land Surveyor is sxs COLUMN are made by Simpson unless indicated otherwise.All connectors,straps etc.are to be nailedlbolted as indicated by Simpson. altered,the altering Engineer,Architect,or Land Surveyor shall affix to NOTES: the item his/her seal and the natation"Altered by"followed by hismer signature and the date of such alterations,and a specific description of SEE DETAIL ON the alteration. 8-2 General: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1 -Occupancy classification-Residential Group R-3 PILCER RESIDENCE PORCH ROOF PLAN Ground Snow Load Wind Speed Seismic Weathering Frost Line Termite Decay Winter Design Ice Shield Flood Hazard 2-Type 5-Wood framed construction to beWlized Scale 114"=1'-g" Condon Engineering, P.C. MAIN ROAD Depth Temp. Underlayment �1 A Re ulred 1755 Si sbee Road ORIENT, NEW YORK v\ I 3-Design Criteria-NYS Residential Code R301.2.1.1 and utilized the methods and procedures stipulated in Drawn by JJC 9 45 psf 120 mph A Severe 36 in. Moderate Slight to 117 None Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Fewer Association Mattituck, New York 11952 to Heavy Moderate Wood Frame construction Manual for One and Two Family Dwelling Units-High Wind Addition and ASCE 7. Date 51212003 (631) 298-1986 PORCH PLAN DRAWING1 BUILDING WALL SIMPSON LU26 FACE MOUNT (2)SIMPSON T512 HANGERS ROOF RAFTERS TO STRAPS GIRDER TO WALL EDGER WINDOWS TO BE REPLACED NEW ASPHALT SHINGLE ROOF IN-KIND(TYPICAL THROUGHOUT SIMPSON H-8 HURRICANE TIES 2%B GIRDER7EXISTING RESIDENCE) ROOF RAFTERS TO GIRDER 112"PLYWOOD SHEATHING 4X4 CCA COLUMN WITH B"0 SONOTUBE 2X6 FLOOR JOISTS @16"O.0 \ `g'GALVANIZED LAG BOLT r LEDGER TO WALL ALUMINUM GUTTER 2X6 RAFTERS 2%4 BEARING BLOCKS 2%8 LEDGER SECURE TO WALL CORNER le"O.C. NEW WOOD STAIRS (2)510"GALV.CARRIAGE BOLTS WITH MIN.(3)jh"LAG BOLTS SEE DETAIL THIS SHEET 6'-5" 112"PLYWOOD OR BEADBOARD BLOCKING IN EACH BLOCK 4-%"0 BOLTS (2)2X10 GIRDER 6 U (3)2X70 RIDGE BEAM S L90 HANGERS b 4X4 CCA WOOD COLUMN 6X6 COLUMN ENCASE WITH TRIM 2X10 GIRDER 2" Li DETAILS To MATCH z EXISTING 2- 0 BOLTS fill OC NEW DECKINGBIMPSON H2.5A HURRICANE j;"%9" STEEL PLATE TIES FLOOR JOISTS TO GIRDER 24"RADIUS BEND _T' 12" EXISTING RESIDENCE 2X8 CCA FLOOR JOISTS®16'O.C' 4-%"O BOLTS 6'OC O O (2)2X10 CCA GIRDER �'GALVANERTOG (2)51 'GALVCARRIAGE BOLTS PORCH ROOF CORNER DETAIL RENOVATIONS TO BOLT LEDGER TO 2X8 CCA LEDGER WITH SIMPSON BA ROOM WALL LVS28 JOIST HANGERS SLOPE PROPOSED GRADE AWAY FROM BUILDING(TYR) z SIMPSON CB44 WITH SIB'BOLTS AND KWIL BOLT KBII 3165S 510-24314 SECTION A-A TB22 TUBE BASE WITH e"0 SONOTUBE 1ST FLOOR PLAN FILLED WITH CONCRETE INTERIOR RENOVATIONS I I O (D I I I O I O REPLACE EXISTING NAILING REQUIREMENTS FOR 120 MPH, 3 SEC. PEAK WINDOWS IN KIND(TVPI GUST,Z"THICK ROOF SHEATHING WITH Bid COMMON 2X 6 FIBERS&TREADS NEW 2x4 sruD 1 NAILS CLOSET WALL WITH GYPSUM(PYP.) ZONE11 ZONE21 ZONE 3 U I FIELD 6" O.C. 12"O.C. 4" O.C. I a ExISTINc4x4 PANEL EDGES 6" O.C. 6" O.C. 4" 0.0 2X12STRINGERS MIT- `� 000 POST EXISTING 35x7 GIRDER 2X12STRINGER REBUILD B WIDEN L BATHROOM EXISTING STAIR 4X4 WOOD Pjk 4X4 WOOD POST (D O O SIMPSON CB44 WITH 510"BOLTS 0 - AND KWIL BOLT KBII31fiSS OTUBE FOOTING DO N SIMPSON LSTA9 STRAP TIES B"O SONOTUBE FOOTING n ' m 51&2314 DE(TYP.) Z111111 -----------RAFTERS TO RIDGE 1 ocanDE(TmI 4.9' • PLAN -------------+- TB22 TUBE BASE WITH 8"0 I CONCRETE FILLED WITH NEw srAlRwnvGDNCRETE ELEVATION EXISTING(3)1.5%5 t1 (D2,�"x5'FPSTAIRWAY DETAIL ko** NT,S NAILING ZONES FOR ROOF SHEATHING IN 120 (SECOND FLOOR PLANo MPH PEAK GUST WIND ZONE RUFESSIOIP�'�� INTERIOR RENOVATIONS �'�---- "f - �-off Plans are prepared by Condon Engineering,P.C. It IS Notation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Item in anyway.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale: 1l4"= 1'-0" Condon Engineering, P.C. PIL MAIN ROADNCE Drawn by:JJC 1755 Sigsbee Road ORIENT, NEWYORK -2 Mattituck, New York 11952 S S Dale: 51212003 (631)298.1986 PORCH DETAILS & BUILDING RENOVATIONS WINDOWS TO BE REPLACED IN-KINo(TYPICAL THROUGHOUT RESIDENCE) r� `• \ \ REBUILD&WIDEN / \ EXISTINGSTAIR \ \ \ \ u \ \ L \ O \ O O \ INTERIOR RENOVAa0N5 \ \ \ INTERIOR REBUI TI NEW SCREEN STAIRWAY \ \ \ RENOVATIONS TO \ PORCH \ \ BA ROOM \ a Y \ \ t \ E%(STING 25TORY RESIDENCE \ 9 1 ST FLOOR PLAN \ INTERIOR RENOVATIONS SCOPE OF WORK: \ \ ry^ REMOVE EXIsiwG PORCH\ 6� / AND REPLACE WITH NEW -Demo existing parch&western Lair \ FROM PORCH WITH RgoP\1oo -Rebuild porch&west stair P� \ -Replace all windows In-kind throughout building \ \-Completely renovate existing kitchen, bathroom, hall and closet areas on first floor and bathrooms and bedroom on second floor-rear side of building. SITE PLA -Remove,rebuild and widen existing stair to second floor SCALE,I"=2V INFORMATION TAKEN FROM SURVEY BY STANLEY J,ISAKSEN,JR U -Renovation work consists of new floor coverings, new SCTM: 1000-018-03-012.1 g gypsum board ceilings and walls, new plumbing fixtures and minor rerouting of pipes, and additional electrical outlets. REPLACEEXISTING WINDOWS IN-KIND(TYP) NOTES: CLOSET WTHUD WALLNEWWITH g' 1 -AII framing is to be in accordance with the New York State Building Code and the WFCM High Wind Addition ALL d crosuM frm.( 2-All concrete 3,500 psi after 28 days minimum. 0 3-Footings are to be Installed on undisturbed virgin soil. Design Loads: Othe bottoms of all footings are to be installed a minimum of 4'below grade unless indicated otherwise. WOOD POST -Roof-Live Load-47 psf- —r WOOD EXISTING 3.5 X 7 GIRDER Based on ASCE-7 and P9=45 psf — 4-The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. per Figure R301.2(5) Unacceptable sail Is soil containing clay and/or organic material. • h REauao&WIDEN 5-All measurements are to be confirmed In the field.Discrepancies are to be brought to the -Dead Load- 15 psf BATHROOM u�1 EXISTING STAIR attention of the engineer prior to material ordering and fabrication. -Exterior Deck- Live Load-40 psf 6-All lumber is to be No.2 or better Douglas Fir Larch (N)with the following minimum specifications: Dead Load-15 psf Do N - ASCE-7P-Wind Loads- 120 mph Fb=825 psi 0 Fv=95 perp psi Component^a d Cladding Details from Eethod 2 =p1,600,000 psi WFCM TABLE 3.8 g EXISTING(3)1.5X5, (2)Ih x5"FP 7-All straps,connectors,plates,bolts,nails, etc,are to be galvanized or stainless steel.Designated connectors, strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted as indicated by Simpson. o CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 051684 '�RtyFE5S10', Ground Snow Load Wind Speed Seismic Weathering Frost Line Termite Decay Winter Design Ice Shield Flood HazaN /6_ -.. Depth Temp. Underlaymeni a* Re aired Plans are prepared by Condon Engineering,P.C. It Is a violation of the SECOND FLOOR PLAN 45 psf 120 mph B Severe 36 in. Moderate Slight to 117 yES New York State Education Law,Article 145,Section 7209,for any to Heavy Moderate person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If INTERIOR RENOVATIONS an item bearing the seal of an Engineer,Architect,or Land Surveyor Is NOTES: altered,the altering Engineer,Architect,or Land Surveyor shall affix to the Item his/her seal and the notation"Altered by"followed by his/her General: signature and the date of such alterations,and a specific description of the alteration. 1 -Occupancy classification-Residential Group R-3 2-Type 5-Wood framed construction to be utilized. Scale: 1t4^=1'-0^ Condon Engineering, p,�, PILCER RESIDENCE 25105 MAIN ROAD /1 _ 3-Design Criteria-NYS Residential Code R301.2.1.1 and utilized the methods and procedures stipulated in Drawn by.JJC 1755 Sigsbee Road ORIENT, NEW YORK `- Chapter2 Engineered Design and Chapter 3 Prescriptive Design In the American Forest and Paper Association Mattituck, New York 11952 J Wood Frame construction Manual for One and Two Family Dwelling Units-High Wind Addition and ASCE 7. Date: 1011912004 (631)New Yo 88 INTERIOR RENOVATION PLAN & NOTES SIMPSON LU26 FACE MOUNT HANGERS ROOF RAFTERS TO LEDGER 2X8 ROOF RAFTERS 16"DO 112"PLYWOODD SHEATHING r---I _ NIZEO LAG NEW ASPHALT SHINGLE ROOF L —J (2)2XBACO LEDGER L GIRDER 2XBLEDGER SIMPSON H2 SA HURRICANE 0 2'-5' TIES RAFTERS TO GIRDER �o EXISTING RESIDENCE STEPS NEWWOOD r --1 r-- I (2)2xeaCO I aGIRDER IL__ TB22 TUBE BASE ¢ a WITH B'0o p - SONOTUBE FILLED 4X4 WOOD COLUMN (3)2X8 GIRDER 4"Opening Between Berl r Min. WITH CONCRETE r -., p r__ ENCASE WITH TRIM (TYPICAL) 1 DETAILS TO MATCH 1 EXISTING �—y (2)2X8 ACQ �� L _J (a GIRDER L- — 2X8ACQLEDGER 0 g o - � 04 COLUMN(TYP.) =o NEW DECKING SIMPSON STRAP TIES COLUMNS TO GIRDERS I I I I (2)2X8 ACQ — — — 2%e ACQ FLOOR JOISTS @16"O.C. L_\J GIRDER L--% WITH SIMPSON JOIST HANGERS - r---II EAST ELEVATION / L-°J L_�� L,r+°_+J \ J (3)2X8 ACO GIRDER / w � �_ � o � 2)2%O ACO GIRDER (2)2X10 CCA 7 NTH 518" 2X8 ACQ FLIR JOISTS @ 16"01 Sl C944 BOLTS AND KWIL BOLT L__\4, 7'-5" 7-4" T'6" KBIT 316SS5182-314 Y SLOPE PROPOSED GRADE AWAY FROM \ t BUILDING(TYR) (3)2X8 ACO (3)2X8 ACO (3)2X5 ACQ r- -1 r-- r--� r— r GIRDER GIRDER GIRDER 1 L__J __J LJ LJ ' Laminatetl Plywootl axe Beem NEWWOOD STEP EXISTING RESIDENCE T822 TUBE BASE WITH Be SONOTUBE FILLED WITH CONCRETE NEW ASPHALT SHINGLE ROOF LJ_L�_JL.L�L1L_L_ V I I I PORCH FLOOR PLAN LL H I I O i O I I I I I O NEW wooD NEW wooD 2X8 ROOF RAFTERS@16"O.C. I NAILING REQUIREMENTS FOR 120 MPH, 3 SEC. PEAK STAIRS STAIRS GUST,2" THICK ROOF SHEATHING WITH 8d COMMON I NAILS WEST ELEVATION ZONE1 ZONE2 ZONE3 FIELD 6" O.C. 12" O.C. 4" O.C. 2X8LEDGERNI GALVANREO BOLTS @12°o,o PANEL EDGES 6"O.C. T _ 6" O.C. 4" O.C. I I o EXISTING RESIDENCE t EXISTING RESIDENCE NEW ASPHALT SHINGLE ROOF � � � � � I II I \ J_ J— 1 LLI� LI—W LJ_L—_—iUi J 1 - - O O Q L LLLLULLL UL1-i - LL_ ZLH ��._LW - - - / o I O O I O3 11�jp, I gBelwee ellaelers Min (3)2X70 RIDGE BEAM o — — — NAILING ZONES FOR ROOF SHEATHING IN 120 NEW WOOD MPH PEAK GUST WIND ZONE STAIRS t� pF NEW YO S1' l: Ca 94' • Plans are prepared by Condon Engineering,P.C. It Is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction ata licensed Professional SOUTH ELEVATION Engineer,Architect,or Land Surveyor,to alter any item In anyway. If an Item bearing the seal of an Engineer,Architect,or Land Surveyor is 20' 051684 . ' �� altered,the altering Engineer,Architect,or Land Surveyor shall affix to O - the item hislher seal and the notation"Ntered by"fdlowed by hislher PORCH ROOF PLAN pAUFfS$10"P��' signature and the date of such alterations,and a specific description of the alteration. PILCER RESIDENCE Scale: 114"=1'-0" Condon Engineering, P.C. 25105 MAIN ROAD Drawn by:JJC 1755 Sigsbee Road ORIENT, NEW YORK �� Mattituck, New York 11952 Date: 10/1912004 (631) 298-1986 PORCH DETAILS r--r r---I /LJ (4)2X10 ACO L 1__/JI __ NEW ASPHALT SHINGLE ROOF 0 Ib 0 a ¢ 12 X SIMPSON LU26 FACE MOUNT HANGERS ROOF RAFTERS TO REMO LE LEDGER 2X10 ROOF RAFTERS @ 16"OC. SCREEN D I L6 �\ AND R/ \ /— 12"PLYWOOD SHEATHING r--r r--J L , I (4)2X10 ACD j NEW ASPHALT SHINGLE ROOF / 1 / \ F �— TIES RAFTERS HURRICANE L__J L —J `L"GALVANIZED LAG B j TIES RAFTERS TO GIRDER LEDGER LEDGER�2%A LEDGER TB22 TUBE BASE I_WITH 6"9 EXISTING SONOTUBE FILLED WITH CONCRETE RESIDENCE (TYPICAL) 2X6 CEILING JOISTS QI ' C PORCH FLOOR PLAN +0'-101 I NORTH ELEVATION (312X6 GIRDER (3)2XB GIRDER EXISTING RESIDENCE II 04 CCA ENCASE OQCOWMN ENCASE HTRIM DETAILS 0 ATCH II EXISTIN 4%4 ACO COLUMN/71, NEW OEC \ SIMPSON STRAP TIES COLUMNS 4X4ACQCOLUMN �� / TO GIRDERS 1 2X10 ACQ FLOOR JOISTS @ 19' I / WITH SIMPSON JOIST HANGER \ / 4X4 ACO COLUMN REMOVABLE / m 0 i I b CREEN PANELS � I � (2)2X10 ACQ I y 4X4 ACQ COLUMN 1 w i 91MP60N CB44 WITH 61E" 1 w BOLTS AND KWIL BOLT SLOPE PROPOSED GRADE AWAY FROM / Id3113186951&2314 BUILDING(TYP) t 2X10 ROOF RAFTr@10 1 (4)2X10 ACO GIRDER J 14%4 ACO COWMN®--- m • „•a 4X4CCACOLUMN -� (3)1X8 SOUTH ELEVATION I TUBE BASE WITH Q SONOTUBE FILL J FILLED WITH CONCRETE PORCH ROOF PLAN SECTION B-B SCALE Y � J REM VABLE SCREEN NELS I I I I -- —————————— NAILING REQUIREMENTS FOR 120 MPH,3 SEC. PEAK GUST,I 0 I ® NAILS i THICK ROOF SHEATHING WITH 8d COMMON WEST ELEVATION I —+ ZONE1 ZONE2 ZONE3 1 P1�13 NEW , I O FIELD 611 O.C. 12" O.C. 4" O.C. Plans are prepared by Condon Engineering,P.C. It is a violation of the I PANEL EDGES 6"O.C. 6" O.C. 4" O.C. , New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional W Engineer,Architect,or Land Surveyor,to alter any Item in any way. If NAILING ZONES FOR ROOF SHEATHING IN 120 N oeic664 r an Item bearing the seal of an Engineer,Architect,or Land Surveyor is Fa �� % altered,the altering Engineer.Architect,or Land Surveyor shall affix to pROFfSS10N� the item hislher seal and the notation"Altered by"followed by hlslher Signature and the date of such alterations,and a specific description of H PEAK GUST WIND ZONE ,6 the alteration. Condon En , P.C. PILCER RESIDENCE ineerin Scale: v4^=1'-g^ g g 25105 MAIN ROAD Drawn by:JJC 1755 Sigsbee Road ORIENT, NEWYORK Mattit( S -3 Date: 10119/2004 631) 298-1986 11952 V REAR DECK PLAN 0 NEWASPHALT - \ SHINGLE ROOF � - ALUMINUM GUTTER16-0 SONOTUBE L4X4 CCA D �ti°Os CONCRETE(TYPICCAAL)) WITH \ COLUMN( I� CONCRETE 4X4 POSTAI 4 OE.MIN AND JX1 BAI L STERSE 4'D.C. r4 - - J 2X8 CCA FLOOR JOISTS a 16m GO STRINGERS - 4X4 CCA COLUMN a WITH 6"O / \ \ Co. \ SONOTUBE 2!X8 RAFTERS WITH 2X6 FLOOR JOISTS SIMPSON H-S HURRICANE TIES JOtISTSHANGERS AT - / \ \\ �S \ E%ISTING GRAUE ®1fi"O.C, / ROOF RAFTER OO SHEATIRDERIRDER LEDGER X'PLYWOOD NORTH ELEVATION NEW WOOD STAIRS SEE DETAIL THIS SHEET LQ 1 1 7 — "GALVANIZED LAG EXISTING RESIDENCE16'0 SONOTUSE CONCREIE(TYPICAL)EO WITH (2)64' CARRIAGE BOLTS BOLTLEDGERTO NEW ASPHALT \ \ \ \ ALUMINUM GUTTER SHINGLE ROOF \ INRENOVATIONS \ \ \ INCLUDINCLVOING REBUILT \ \ \ WOOD COLUMN(T)rP) 4X CAWCOD \ NEW SCREEN STAIRWAY \ \ CO MN(TYP.) PORCH PORCH FLOOR PLAN4' \ - z 4X4 POS OC,MIN, �\ AND IX1 USTERSQ EXISTING 2STORY RESIDENCE SIMPSON H-B HURRICANE TIES ROOF RAFTERS TOGIRDER !/ 2X8 CCA JOISTS T \ \ WITH SIMPSON 7 \ \ \ 4X4CCACOLUMN LV92BJOIST \ c HEDGERS AT EXISTINGGRADE �� LEDGER L 2X8 ROOF RAFTERS(aj Is-OC SOUTH ELEVATION \ \ 1 I 4'GALVANIZED LAG fi - - (2)518"GALV.CARRIAGE BOLTS n q y REMOVE EXISTING PORCH BOLT LEDGER TO NEW ASPHALT ryq- G WALL 82"OC SHINGLE ROOF , I AND REPLACE WRH NEW 1 I o (2)2X8 CCA .• \ FRONT PORCH WITH R O A°0 _ 1 SECTION B-B s6 t � 4x4 wood POST WOOD COLUMN O� t • � OLVMN(TVP.) 1 10' t G BE FOOTING • 4X4 POST @ 4'O.C,MIN. 4X4 CCA COLUMN TOGRADE AND 1X1 BALUSTERS 4"DG SITE PLAN T UCALE,t"=20' 1 INFORMATION TAKEN FROM SURVEY BY STANLEY). SAKSEN,JR UNDATED SCTM: 1000-018-03-012.1 _ NOTES :�1E OF NE P W y�. $� General . S ,�J�Co4;.\'P4 .\ 1 -Occupancy classification-Residential Group R-3 2-Type 5-Wood framed construction to be utilized. PORCH ROOF PLAN WEST ELEVATION .051684/ 3-Design Criteria-NYS Residential Code R301,2.1.1 and utilized the methods and procedures stipulated in pR�FESSIONP� Chapter 2 Engineered Design and Chapter�3 Prescriptive Design in the American Forest and Pacer Association - -- Wood Frame construction Manual for One aind Two Family Dwelling Units-High Wind Addition and ASCE 7 RAILING WITH 1X1 SCOPE OF WORK: 9ALLASTERS e 4'OC -Build new screen porch Design Loads: 16'a SONOTUBE FOOTING NOTES: *SGNOTUBE -Roof-Live Load-47 psf- 4'-0' Based on ASCE-7 and Pg=45 psf 2x6 RISERS&TREADS 1 -All framing is to be in accordance with the:New York State Building Code and the WFCM High Wind Addition per Figure R301.2(5) 2-All concrete 3,500 psi after 28 days minirmum. -Dead Load- 15 psf (D 2X12STRINGERS3-Footings are to be installed on undisturbed virgin soil. -Exterior Deck-Live Load-40 psf O the bottoms of all footings are to be installed.a minimum of 4'below grade unless indicated otherwise, Dead Load-15 psf I 2X12 STRINGER --+---------- NAILING REQUIREMENTS FOR 120 MPH, 3SEC.PEAK I 4-The Engineer is to be contacted if unaccelptable or questionable&011 is encountered during excavation. Unacceptable soil is soil containing -Wind Loads-120 mph-ASCE-7 Q GUST,Z"THICK ROOF SHEATHING WITH 8d COMMON bxaw000aclay and/or organic material. MWFRS-Method 2 t Component and Cladding-Details from O NAILS 4X4 WOOD POST •' I ' ,• ANDSIMK N cOL WITH 16SSOLTs5-All measurements are prior be confirmed in tire field. Discrepancies are to be brought to the WFCM TABLE 3.8 -----t---------- ;, AND KwIL BOLT KBnatess attention of the engineer prior to material ordering and fabrication. ( ZONE1 ZONE2 ZONE3 I2"OSONOTUSEFooTINc 5182-14 TO GRADE TO GRADE • 6-ATI lumber is to be No 2 or better Dou Iasi Fir Larch N with the following minimum specifications: 6.O SONONaE FOOTING TOPlans are prepared by Condon Engineering,P.C. Itisaviolationofthe � I � FIELD 6" O.C. 12"O.C. 4" O.C. GRACE PLAN 9 O 9 1 PANEL EDGES 6" O.C. 6" O.C. 4" O.C. Fb=825 psi New York State Education Law,Article 145,Section 7209,for any ELEVATION Fv=95 psi person unless acting under the direction of a licensed Professional Fc perp=625 psi Engineer,Architect,or Land Surveyor,to alter any Item In any way.If E=1,600,000 psi an Item bearing the seal of an Engineer,Architect,or Land Surveyor is NAILING ZONES FOR ROOF SHEATHING IN 120 altered,the altering Engineer,Architect,or Land Surveyor shall affix to STAT RWAY DETAI L 7-ATI straps,connectors,plates, bolts,nails, talc,are to be galvanized or stainless steel. Designated connectors,strap etc.on(hese drawings the Item his/her seal and the notation"A tared by'fdlowed by hWher N.TS, are made by Simpson unless Indicated othenwise.All connectors,straps etc.are to be nailed/bolted as indicated b Simpson. signature and the date of such alterations,and a specific description of MPH PEAK UST WIND ZONE y P he alteration. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA, PILCER RESIDENCE P.C.Ground8now Load Wind Speed Seismic Weathering Frost Llne Termite [Decay Winter Design Ice Shield Flood HI Scale: 114"=1'-0" Condon Engineering P Depth Temp. Undeflayment MAIN ROAD Re aired 45 psf 120 mph I B severe 36 In. Moderate I Slllight to I 11"F Yea Drawn by:JJC 1755 Sigsbee Road ORIENT, NEWYORK C�� to Healy Mloderate Mattituck, New York 11952 V Date: 8/21/2003 (631)298-1986 REAR DECK PLAN BUILDING WALL SIMPSON LU26 FACE MOUNT (2)SIMPSON TS12 HANGERS ROOF RAFTERS TO STRAPS GIRDER TO WAIL LEDGER WINDOWS TO BE REPLACED NEW ASPHALT SHINGLE ROOF INKINO(TYPICAL THROUGHOUT SIMPSON H-8 HURRICANE TIES 2X8 GIRDER RESIDENCE) ROOF RAFTERS TO GIRDER 4X4 CCA COLUMN 712"PLYWOOD SHEATHING WITH 9'0 SONOTUBE 2X6 FLOOR JOISTS Q ifi"OC N ` "GALVANIZEDLAG BOLT ALUMINUMGUTTER r LEDGER TO WALL 2X6 RAFTERS SECURE TOWING BLOCKS �7E DEN 2X8LEDGER @Is0C SECURE TOWALLAG BOLT NEW WOOD STAIRSIR (2)518"GALV.CARRIAGE BOLTS WITH MIN.(3)14"LAG BOLTS SEE DETAIL THIS SHEET 6'5" 112"PLYWOOD OR BEAOBOARD BLOCKING IN EACH BLOCK 4-%"O BOLTS (2)2%70 GIRDER 6 OC _-�(3)2k10 RIDGE BEAM LBO HANGERS b 4X4 CCA WOOD COLUMN 6X6 COLUMN 2X10 GIRDER U ENCASE WITH TRIM DETAILS TO MATCH 4-2' EXISTING z '4 2-Y"0 BOLTS 6" OC NEW DECKING SIMPSON HURRICANE TES F );^X9' STEEL PLATE TIES FLOOR JOISTS TO GIRDER 24"RADIUS BEND y3"f EXISTING RESIDENCE 2XB CCA FLOOR JOISTS @ 16"O.C. 4 %"O BOLTS . 12 6"OC I� O 2,2X,DCCA GIRDER PORCH ROOF CORNER DETAIL 00, �•GALVANIZED LAG (2)SIB"GALV.CARRIAGE BOLTS RENOVATIONS TO BOLT LEDGER TO 2X87ER BA ROOM WALL LV8 /' SLOPE PROPOSED GRADE AWAY FROM BUILDING(TYR) BIMPSON CB44 WITH 514'BOLTS ANO KWIL BOLT KBII 31fiS551B-2-314 S TB22 TUBE BASE WITH 8'0 SONOTUBE 1ST FLOOR PLAN FILLED WITH CONCRETE INTERIOR RENOVATIONS I I O i O I I I I REPLACE EXISTING NAILING REQUIREMENTS FOR 120 MPH, 3 SEC. PEAK WINDOWS IN-KIND(TYP,) GUST,q'THICK ROOF SHEATHING WITH 8d COMMON 2X 6 RISERS&TREADS NEW2X45TUD NAILS CLOSET WALL WITH k^ GYPSVM(TYP) I ZONE 1 ZONE21 ZONE 3 I 0FIELD 6" O.C. 12"O.C. 4' 0.C. EXISTING 04 j PANEL EDGES 6" O.C. 6" O.C. 4" O.C. 2X12 STRINGERS -WOOD POST EXISTING 35%]GIRDER 2%12 STRINGER iD I REBUILD B WIDEN i 4X4 WOOD POST ATHROOM EXIBTING BTAIR 4X4 000 SIMPSON CB44 WITH 5/F BOLTS (DFcBW' POST i Q O AND KWIL BOLT KBII 31655 8"0 SONOTUBE FOOTING SIMPSON LSTA9 STRAP TIES B"01 SONOTUBE FOOTING 518-2-314 TO GRADE(TYP) DD N RAFTERS TO RIDGE OGRADE(TYP.) PLAN ----- ------------------------------------ --+— --- TB22 TUBE BASE WITH 8"0 I SONIOTUBE IT LLED WITH ELEVATION NEW STAIRWAY O I CONCRETE EXISTING(3)1.5X5. e I 1O 1pF NEW ya (2)1e''X V PIP STAIRWAY DETAIL NTS. W� NAILING ZONES FOR ROOF SHEATHING IN 120 ✓�Q -, 051684;' PROFESSION`°P�� SECOND FLOOR PLAN MPH PEAK GUST WIND ZONE INTERIOR RENOVATIONS Plans are prepared by Condon Engineering,P.C. It is a Violation of the New York State Educallon Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed PmleSSIDnal Engineer,Architect,or Land Surveyor,to alter any item in any way. If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his)her signature and the date of such alterations,and a specific description of the alteration. PILCER RESIDENCE Scale: 1,4"=1'-0" Condon Engineering, P.C. MAIN ROAD Drawn by.JJC 1755 Sigsbee Road ORIENT, NEW YORK C _2 Mattituck, New York 11952 v Date: 51212003 (631)298-1986 PORCH DETAILS & UILDING RENOVATIONS