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29342-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31215 Date: 10/13/05 THIS CERTIFIES that the building ADDITIONS AND ALTERATION Location of Property: 1105 NAUGLES DR MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 99 Block 4 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 17, 2003 pursuant to which Building Permit No. 29342-Z dated APRIL 29, 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 SECOND STORY ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to LUCK MILLER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3856 05/27/05 PLUMBERS CERTIFICATION DATED 05/18/05 K&K PLUMBING & HEATING Pa thhJ onrized Signature Rev. 1/81 Form No.6 \ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 76.5-1802 APPLICATION FOR CERTIFICATE OFOCCUPANGV This application must be filled in by typewriter or ink and submitted to the Building Department witlfthe following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets, nd unq tural 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 21'10 of 1% lead. 5. Commercial building, industrial building. multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy- New dwelling$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- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. ot4 to Ag New Construction: __ V/----_Old or Pre-existing Building: —_—______(check one) Location of Property: blq (l1____— Hojse No. Street Hamlet Owner or Owners of Property: L LL G K M Suffolk County Tax Map No 1000, Section � ��_��_O gBloek Lot_l Subdivision __Filed Map. Lot: Permit No. Date of Permit. Applicant:_ Health Dept. Approval: Underwriters Approval: Planning Board Approval: _ Request for: Temporary Certificate Final Certificate: (checkone) Fee Subn>itted: $ Aa� 4)�_ Applicant Signature cQ �. 31a�5 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. 29342 Z Date APRIL 29, 2003 Permission is hereby granted to: LUCK MILLER 1105 NAUGLES DR MATTITUCK,NY 11952 for CONSTRUCTION OF A SECOND STORY ADDITION (WITHIN PROPSER SETBACKS) AND ALTERATIONS TO AN EXISTING DWELLING AS APPLIED FOR WITH FLOOD PERMIT. at premises located at 1105 NAUGLES DR MATTITUCK County Tax Map No. 473889 Section 099 Block 0004 Lot No. 014 pursuant to application dated JANUARY 17, 2003 and approved by the Building Inspector to expire on OCTOBER 29, 4 . Fee $ 557 . 50 Au orized ignature ORIGINAL Rev. 5/8/02 FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION Fer[ [�'Campan Use; BUILDING OWNER'S NAME _ 1G L LIQ BUILDING STREET ADDRESS(Including Apt.,Unit,Suite,and/or Bldg. No.)OR P.O.ROUTE AND BOX NO. f 1105 CITYSTA� TE ZIP CODE Mie' r v&4 - N_ it 9 2 PROPERTY DESCRIPTION(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) /000—9f-04 —/y BUILDING USE(e.g.,Residential,Non-residential,Addition,Accessory,etc. Use a Comments area,if necessary.) t�7yAL I LATITUDE/LONGITUDE(OPTIONA ) HORIZONTAL DATUM: SOURCE: IJ GPS(Type): ##.##Np#°) 1_I NAD 1927 I_J NAD 1983 I_I USGS Quad Map 1_1 Other SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME 8 COMMUNITY NUMBER 82.COUry NAME B3.STATE rvwv o SCV-1-4 O /3 cru 0,1L lU- y • 134.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX 87. FIRM PANEL B8.FLOOD B9.BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONE(S) (Zone AO,use depth of flooding) /u 3 G fn 4 H 19 S X 9 //. o �B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in B9. J[FIS Profile I)4I FIRM IJ Community Determined (_I Other(Describe): B11. Indicate the elevation datum used for the BFE in B9:IXI NGVD 1929 [J NAVD 1988 JJ Other(Describe): �B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? I_J Yes JXI No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: [_[Construction Drawings' I—(Building Under Construction' [Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number_ 7 (Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) C3. Elevations—Zones At-A30,AE,AH,A(with BFE),VE, V1430, V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate, to document the datum conversion. Datum UGVa J 91 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? I_[Yes (LCI No ❑ a)Top of bottom floor(including basement or enclosure) to . 6 ft.(Av) g O b)Top of next higher floor !5 . L ft.(00 1% ❑ c)Bottom of lowest horizontal structural member(V zones only) U/d _ft.(d" 0 4SS�'E MSS ❑ d)Attached garage(top of slab) 10 .�ft.(Sf) g O e)Lowest elevation of machinery and/or equipment w 0 � M servicing the building(Describe in a Comments area.) 12 .3—ft.(i9) E—', $, o { * f)Lowest adjacent(finished)grade(LAG) iJ 2 ft.(aA) 2 h ti � ❑ g)Highest adjacent(finished)grade(HAG) /5 Z ft.m 9� R F Bess O h)No. of permanent openings Iflood vents)within 1 ft.above adjacent grade_1 rt,EW YOP� ❑ i)Total area of all permanent openings(flood vents)in C3.h 3(a,!;r sq. in. (sq. ce) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation Information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. YR 'S NAME n ` S LICENSE NUMBER p�� 70Sa Pk A. Iw4p9t-0 , Y 7 TITLE /t IS I COMPANY NAME fop c)VQ o S , IN O 0W O 02 ODE ADDRESS0 1 I C� � STlu- Z)% 0/—O gar SIGNATURE DATE TELEPHONE oG Zo-0 /- 727 _0090 SMA Form 81-31,Janu 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the corresponding Information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS(Inclutling AW..UnLt,Suite,and/or Bldg.No.)OR P.O.ROUTE AND BOX NO. Policy Number /J os- k4U6E _ KvaD CITY STATTE� ZIP CODE Company NAIC Number MqTTI fx N- ty, //9,K-;7_ SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. COMMENTS — --- I 1 Check here If attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE),complete Items EI.through ES. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed– see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is (_j_(ft. (m)I_I_I in.(cm)1_1 above or 1_1 below (check one)the highest adjacent grade. (Use natural grade,if available.) E3.For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is 1_I_I it.(m)1_1_Iin.(cm)above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4.The top of the platform of machinery and/or equipment servicing the building is 1_1J ft.(m)1_1_j in.(cm)1_1 above or 1_I below (check one)the highest adjacent grade. (Use natural grade,if available.) E5. For Zone AO only: If no flood depth number is available,is the lop of the bottom floor elevated in accordance with the community's floodplain management ordinance?I I Yes I I No I I Unknown. The local official must certify this Information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,C(Items C3.h and C3J only), and E for Zone A (without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS IJ Check here if attachme SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate. Complete the applicable Item(s)and sign below. G1. jJ The I enation in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, . rchitect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data. the Comments area below.) G2. 1 I A:oommunity Off 'al completed Section E for a building located in Zone A(without aFEMA-issued or community-issued BFE)or Zone AO. ` G3.jJ The following�formation(items G4-Gg)is provided for community floodplain management purposes. G4.RERMI_T NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY \ ISSUED G7.This permit has been Issued for: 1_1 New Construction 1_1 Substantial Improvement G8. E-(eva[ion of.as-built lowest floor(including basement)of the building is: _ft.(m) Datum: G9.BFE or(in Zone AO)depth of flooding at the building site is: —ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS LJ Check here if alta. FEMA Form 8131,January 2003 Replaces all previous Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches, New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application: 3856 Date:5/27/05 Issued to: Miller Address: 1105 Naugles Dr Village: Mattituck By: Island East Electric License#:33376-ME was examined and approved up to the above date and was in compliance with the NEC Aftic❑O 1st Flood] ResiderttialO Rd Det Guage herr [K 2nd tloorO Carnrrlerdd Hot rub ,oddtion Switches Receptacles Fixtures G.F.I Range Hood Smoke Detectors 51 31 57 11 1 5 Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon Range/Amps Monoxide 3 Paddle 1 1 1 gas 2 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers 1 yes 2 1 Meter Amps Phase Motors 1 200A OH 1 IOther Equipment. Renovation 8 Addition Out.Res _,laa:rarx,��/r vlectrical.Yiegb ilio.�, This certificate must not be altered in any manner LPermit#: 29342-Z ip,Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOLTTHOLD CERTIFICATION Date:!V/ y d , Building Permit No. Owner: (Please print) &W11'134 Plumber:� /� /&&qL (Pleas [p int) — I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of /71_ _ _ c!�7f, 20 ✓S LINDA J COOPER NOTARY 0481.25. ~of York Notary Public, County T N„�" o��gUFFOL,rcO G : Town Hall,53095 Main Road O Fax(631) 765-9502 P.O. Box 1179 y�Ol �� Telephone(631) 765-1802 Southold, New fork 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 4, 2005 Luck Miller PO Box 593 Mattituck, NY RE: 1105 Naugles Drive, Mattituck NOTE: Final elevation certificate required for machinery and/or equipment. TO WHOM THIS MAY CONCERN: We are unable to complete your Certificate of Occupancy because of the \ following reasons: v XX An application for Certificate of Occupancy is not on file. (Enclosed) XX No Underwriters Certificate on file. XX The check is (not on file 6: �$015. oO No Health Department Approval on file. No final inspection has been made. XX No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984.) BUILDING PERMIT # 29342-Z Please contact our office on this matter. Thank you for your cooperation. SOUTHOLD TOWN BUILDING DEPT. _ _ _ TOWN OF SOUTNOLD PROPERTY RECORD CARD OWNER STREET "/"'+ U VILLAGE DIST.I SUB. LOT ,. . . FORMER OWN R ��11 `` E y ACR. r y K11 wc (7 � /�� / � TYPE OF BUILDING RES. S S. VL. FA& COMM. CB. ° MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS ) �� GIG K ✓ v -- I ! 1 • �.. S Zd6�_,. tafU !t`i;rr��1�f=sk. dro �./1 � I ��Y, Cs'"� aG� AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE N �'Q S FARM Acre Value PerValue Acre — Tillable I Tillable 2 Tillable 3 — Woodland L' G Swampland FRONTAGE ON WATER 67 Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD \ DOCK C"r 1 C total — --Jr OZ ` �,. », . . ■■■■■■■ ■■■■■■■■■■■ ■■■■■■■ ■■■■■ ■■■■■■■■MEN■■■■MINIS■ ]SEE■■ �■■IS■■M■■■■■N■■■■MM ■■■■IS■ ■■MEN 0 ENO No 0 MEN iiiiINININ®■■■■■■■■■■■ N■■�M ■■■■M■■■■■■�N■■■■M■ ■■■■■ It M■■■■M■■PCs IN■M■■■■■■ ._ MEIN■■IN ■■■■■ M■MEN E■■■■■■■ ■■■■■■■■■■■■■ MIN■■■■■■■■■■■ 4 = ■■■■■■ M■e■� ■■■■■■ ■■■■■■■� - ■■■■■■11►�■�_��..MIS ■■■MEIN■■ ■■■■■■ am■■■ ■MM■MMM ■■MM■■�i■■■■■■MMM■■ ■■MM■M1� ■■■■■■■ ■■ ■■■MMM■■ ■■■■■■ ■ _ •• ent •• ®® Interior Finish Type Roof FIELD INSPECTION REPORT DATE COMMENTS o FOUNDATION(1ST) N --------------- P— w C FOUNDATION(2ND) z 0 ROUGH FRAMING& a PLUMBING s U INSULATION PER N.Y. STATE ENERGY CODE T FINAL ADDITIONAL COMMENTS O r m f y O x I a ?y3 5c/—�Z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F DATION 2ND INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: Jn DATE / Q INSPECTOR 213 ta� z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING P FINAL [ ] FIREPLACE & CHIMNEY [3 I FIRE SAFETY INSPECTION REMARKS- 6,41, . r F G,4G Vr4Al1 DATE - " f- �� INSPECTOR ' Condon Engineering, P.C. New York State Licensed Professional Engineer 1756 Sigsbee Road 631-2984986 Matiltuck,New York 11952 Fax 631-298-2651 March 20, 2003 Town of Southold Building Department Town Hall 53095 Main Road Southold, New York 11971 Gentlemen: I have engineered and prepared the plans for the second floor addition to Luck Miller residence at 1105 Naugles Drive in Mattituck New York and to the best of my knowledge the planned work does not constitute a substantial improvement. If you have any questions regarding this letter please call me on 298-1986. Yours truly, IV r' Condon, P.E. S�N� �Co v�¢ N 0' a O ` O 45 :ZJFO�,051684 PRUFESSIOOP / 90 , y — ! `I Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigebee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 April 18, 2003 Mr. Damon Rallis APR 2 1 W Plans Examiner Town of Southold Building Department 53095 Main Road Southold, New York 11971 Dear Mr. Rallis : All of the spaces within the proposed renovation and addition to the Luck Miller residence at 1105 Naugles Drive in Mattituck, New York as shown on the submitted plans dated April le 2003 meet the Light and Ventilation requirements stipulated in Section R303 of the New York State Residential Building Code. If you have any questions regarding this letter please call me at 298-1986. Your truly, pt N F W YO 3 CO's �� John Qndon, P.E. �6 00 051684 :�PRuFESS16"P� Condon Engineering, P.C. New York State Licensed Professional Engineer 1755 Sigsbee Road 631-298-1986 Mattltuck, New York 11952 Fax 631-298-2651 April 29, 2003 Mr. Damon Rallis 3 d 2M Plans Examiner Town of Southold Building Department.-.- _1 53095 Main Road Southold, New York 11971 Dear Mr. Rallis: As requested., the following is a description of the design criteria used for the design of the structural members for the addition to Luck Miller residence at 1105 Naugles Drive in Mattituck, New York and as shown on the submitted plans dated April Ie 2003. The design criteria used is in accordance with the New York State Residential Code Section R301.2.1.1 and utilized the methods and procedures stipulated in Chapter 2, "Engineered Design"and Chapter 3, "Prescriptive Design" in the American Forest and Paper Association Wood Frame Construction Manual for One and Two Family Dwelling Units- High Wind Addition and ASCE-7. The design loads are shown on the drawings and include provisions for 120 mile per hour wind speeds and ground snow loads of 45 pounds per square foot. If you have any questions regarding this letter please call me at 298-1986. Your truly, OF N`W Y n ondon, P.E. ;2�F0 C51684 ,.pRuFESS10P�; FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE ' Important: Read the Instructions on pages 1 -7. SECTION A-PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number 4vCIL_ 1WPLtL-e BUILDING�STREEN DRESS(InUuding Apt..Unit Suit and/or Bldg. No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number CITY �(p STAT ZIP CODE /"/N 77/YuG k- Y. // 91 2— PROPERTY PROPERTY DESCRIPTION(Lot an Block Numbers,Tax Parcel Number,Legal Description,etc.) /ono- 79-04-/ -/Aol . BUILDING USE(e.g.,Residential,Non-residential,Addition.Accessory,etc. Use a Comments area,if necessary.) R tx/b&W)-r A L LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM: SOURCE: LI GPS(Type): or A41t.#MNq#' I I NAD 1927 "NAD 1983 LI USGS Quad Map LI Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2.COUNTY NAME B3.STA 3y J.v i',= So�r�a/./ 3608/3 SurtvlL - y B4.MAP AND PANEL B5.SUFFIX B6.FIRM INDEX 9,7.FIRM PANEL B8.FLOOD 89.BASE FLOOD ELEVATIONS) NUMBER DATE EFFECTIVE/REVISED DATE ZONES) (Zone AO,use depth of flooding) / G 41A r y�g f C //• O B10. Indicate the source of the Base Flood Elevation(BFE)data or se flood depth entered in B9. IJ FIS Profile IYI FIRM LJ Community Determined LJ Other(Describe): B11. Indicate the elevation datum used for the BFE in B9: (.K1 NGVD 1929 1J NAVD 1988 IJ Other(Describe): B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? L_J Yes W No Designation Date: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: L_JConslruction Drawings' IJBuilding Under Construction* IAFinished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 7(Select the building diagram most similar to the building for which this certificate is being completed-see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations—Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/AII-A30,AR/AH,AR/AO Complete Items C3.a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B,convert the datum to that used for the BFE.Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G,as appropriate,to document the datum conversion. Datum Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? 1_I Yes ISI No O a)Top of bottom floor(including basement or enclosure) /O .-(- ft.(8) ❑ b)Top of next higher floor ❑ c)Bottom of lowest horizontal structural member(V zones only) N A ._ft.(er) ❑ d)Attached garage(top of slab) /O ft-(W) g of I] e) Lowest elevation of machinery and/or equipment servicing the building(Describe in a Comments area.) /0 . 7 ft.(o ❑ fl Lowest adjacent(finished)grade(LAG) 119 .=ft4a) i.4 ❑ g)Highest adjacent(finished)grade(HAG) 11 Z. ft(04 S ❑ h) No.of permanent openings(flood vents)within 1 ft.above adj cent grade O OP U i)Total area of all permanent openings(flood vents)in C3.h N A sq. in. (Wam) SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER _IeJevh A . /w,x/ wpA .�.S • 0 NAM ��/✓�orQ TITLE ^ QVCt QCpJoS� Yh 1r7 P np L .S(+:Kii p2 ADDRESS _� / X / w IVeZ LAID S A ZIP [ SIGNATURE IDLE DATE TELEPHONE o e o2 !_ 7L -7oJo FEMA Form 81-31,JUL SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS I the corresponding information from Section A. For Insurance Company Use: ALUi,. _o i REST ADDRESS(Including Apt..Unit,kuite.and/or Bldg No.)OR P.O.ROUTE AND BOX NO. Policy Number /L� IIJ A fJI'/oS rid A CITY STATE ZIP CODE Company NAIC Number SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. COMMENTS Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zone AO and Zone A(without BFE), complete Items E1.through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F,Section C must be completed. Et. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed— see pages 6 and 7. If no diagram accurately represents the building,provide a sketch or photograph.) E2.The top of the bottom floor(including basement or enclosure)of the building is I I i ft.(m)t I iin.(cm) u above or (_J below (check one)the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6-8 with openings(see page 7),the next higher floor or elevated floor(elevation b)of the building is ILLI ft.(m) L(Jin.(cm)above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I Yes LI No L_f Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,C(Items C3.h and C3J only),and E for Zone A (without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to 'he best of my knowledge. 3ROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ,DDRESS CITY STATE ZIP CODE IGNATURE DATE TELEPHONE DMMENTS 1J Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete ons A, B, C (or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. _(The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, en ' chitect who is authorized by state of local law to certify elevation information. (Indicate the source and date of the eve[on data i e Comments area below.) _ A corfiplyp ty officiampleted Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone A . , The followin int t. n(Items G4-Gg)is provided for community floodplain management purposes. E IT UMBE G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY pttrrilit has been issued for: LI New Construction U Substantial Improvement V;SN q of as-boloillwest floor(including basement)of the building is: _fL(m)Datum: or(in ane AO)depth of flooding at the building site is: _ft.(m)Datum: OFFICIAL'S NAME TITLE 'LAITY NAME TELEPHONE RE DATE ITS 1J Check here if attachments n 81-31,JUL 00 REPLACES ALL PREVIOUS EDITIONS TOT OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before apphin_e? TONVN*HALL Board of Health _ __ SOUTHOLD, NY 11971 3 sets of Building Plans____ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 e� 3 y /� www. northfork.net/Southold/ PERMIT NO. Check_________ Septic Form '/ N.Y.S.D.E.C. _ __ 7 29 Trustees_ _ Examined___�./_ , 20_? Contact: Approved _ / ��_,20 Mail to: __ _ Disapproved a Phone:_ Expiration ,20_ .v,(�Q uildlIthd Inspector APPLICATION FOR BUILDING PERMIT 7 , Date— 0 , 200-3 INSTRUCTIONS a. This application MUST be�comp etely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,-accurate plot plan to sca e. ee 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 pan 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. -��Hllvl (Signature of applicant or name, if a corporation) Ale Cli^ /f6 fir+/• �26i3^il'oA,, , /IIS Ny, (Mailing address of applicant) ~ ;tate whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ame of owner of premises UC 4 /t1/GUi2 'h (.As on the tax roll or latest deed) applicant is a corporation, signature of duly authorized officer s*/, (Name and title of corporate officer) uilders License No. Z9 F ?6 ff/ umbers License No. _ -etricians License No. her Trade's License No. Location of land on which proposed work will be done: //05 /MUCrL-S House Number Street Hamlet V es vcf Ylt!,r4 9 County Tax Map No. 1000 Section - �� -(os` -���I.ck off- ter Lot l� Subdivision _ Filed Map No. nc ,pt.,_, , : lz:mnn0 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5:4A b. Intended use and occupancy !'ZiLSi/� ✓j/RL — �i.�/G tflv�ic y' ✓uG/may/2 /Srf�j�, 3. Nature of work(check which applicable): New Building Addition Alteration ✓ Repair_ Removal Demolition Other Work /e&,ao✓,a—jt eX/S i�.✓f (Description) 4. Estimated Cost /Doy o00 Fee /So t 30 c,r,—, / A >?so (To be paid on filing this application) 5. If dwelling, number of dwelling units OwF Number of dwelling units on each floor If garage, number of cars ova / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/ /f 7. Dimensions of existing structures, if any: Front e�'D S Rear 4 S Depth 3, (� Height Zz—' Number of Stories Dimensions of same structure with alterations or additions: Fronto Rear �o_S Depth 3 '!o " Height 7 � Number of Stories oN.� 8. Dimensions of entire new construction: Front (�D T Rear �O Depth 33L 6 Height Z5 Number of Stories o.1-£- 9. Size of lot: Front 3 S • i Rear /S9 ' 20 Depth /� 9 • d 10. Date of Purchase Name of Former Owner .1k 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO ✓ 13. Will lot be re-graded? YES_NO ✓Will excess fill be removed from premises? YES_NO 14.Names of Owner of premises LyCFr 41c alz Address NZ50 MAIM /7-r) Phone No. 2,9,? 5-9fi7- Name of Architect _Soy,✓ T. Gov 52an/ Address/-7x55 Sif3d,IJ lid_ Phone No 2 yrp / 5 X60 Name of Contractor f�,fn day / f/icfJ2,U,—,� Address/6e C tc ,9v. Phone No. 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) SS: COUNTY OE (k fM✓i�/ 4y/ A&Z'Z rl being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the e0-✓ 2 I c:oz (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 applicati. 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. Swo before met day ofj6LUIM a4, 20&3 ff^ GG N Pub Signature of Applicant -y"HEA NOWY Pu tic, State ew Ya* No.01HE6059270 Owlified In Suffolk Cou 0ww'se10n Expires July 23 Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release is Data filename: C:\AutoCadDrawings\LUCK MILLER\LuckMiller.cck TITLE: Luck Miller Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE:03/20/03 DATE OF PLANS: 3-20-03 COMPANY INFORMATION: Condon Engineering,P.C. 1755 Sigsbee Road Mattituck,New York 11952 COMPLIANCE: Passes Maximum UA=396 Your Home=394 0.5% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Flat Ceiling or Scissor Truss 511 30.0 0.0 18 Ceiling 2: Cathedral Ceiling(no attic) 1241 30.0 0.0 42 Wall 1: Wood Frame, 16"o.c. 576 13.0 0.0 44 Window 1: Wood Frame,Double Pane 40 0.361 14 Wall 2: Wood Frame, 16"o.c. 576 13.0 0.0 43 Window 2: Wood Frame, Double Pane 49 0.361 18 Wall 3: Wood Frame, 16'o.c. 410 13.0 0.0 30 Window 3: Wood Frame, Double Pane 20 0.361 7 Door 1: Solid 23 0.590 14 Wall 4: Wood Frame, 16"o.c. 654 13.0 0.0 39 Window 4: Wood Frame. Double Pane 129 0.361 47 Door 2: Glass 46 0.361 17 Floor 1:All-Wood Joist/Truss, Over Unconditioned Space 1151 19.0 0.0 54 Floor 2:All-Wood Joist/Truss, Over Outside Air 151 19.0 0.0 7 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, '� end professional judgment, such plans or specifications are in compliance with this Code. Builder Date 3 ZO-03 MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE:03/20/03 TITLE: Luck Miller Residence Bldg. Dept. Use I Ceilings: [ ] I I. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic), R-30.0 cavity insulation I Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c., R-13.0 cavity insulation Comments: [ ] I 2. Wall 2: Wood Frame, 16"o.c., R-13.0 cavity insulation Comments: [ ] 3. Wall 3: Wood Frame, 16"o.c., R-13.0 cavity insulation Comments: [ ] I 4. Wall 4: Wood Frame, 16"o.c., R-13.0 cavity insulation I Comments: I Windows: [ ) L Window 1: Wood Frame, Double Pane, U-factor.0.361 For windows without labeled U-factors,describe features: #Panes __Frame Type__ Thermal Break?[ ] Yes[ ]No Comments:_ [ ] I 2. Window 2: Wood Frame, Double Pane, U-factor:0.361 I For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ]No Comments: [ ] 3. Window 3: Wood Frame, Double Pane, U-factor.0.361 For windows without labeled Lf-factors,describe features: #Panes Frame Type _Thermal Break?[ ] Yes[ ] No Comments: [ ] I 4. Window 4: Wood Frame, Double Pane, U-factor:0.361 For windows without labeled U-factors, describe features: #Panes_Frame Type i Thermal Break?[ ] Yes[ ]No Comments: _ I I yrs: [ ] I I. Door 1: Solid, U-factor: 0.590 Comments: [ ] I 2. Door 2: Glass, U-factor: 0.361 #Panes Frame Type Thermal Break?[ ] Yes[ ]No Comments: I Floors: [ ] I 1. Floor L All-Wood Joist/Truss, Over Unconditioned Space, R-19.0 cavity insulation Comments: [ ] I 2. Floor 2:All-Wood Joist/Truss,Over Outside Air, R-19.0 cavity insulation Comments: I I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must he sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2) installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ J I Materials and equipment must be installed in accordance with the manufacturer's installation instructions [ J I Materials and equipment must be identified so that compliance can be determined. [ J I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return duds in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply duds in unconditioned spaces must be insulated to R-8. [ ] I Return duds in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return duds in basements. I Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Dud tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in. w.g. (500 Pa). [ ] I Duds shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling duds with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: j ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ J I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) UP to l" Up to 1.25' 1.5"to 2.0" Over 2" 170-180 0.5 LO 1.5 2.0 140-160 0.5 0.5 LO 1.5 100-130 0.5 0.5 0.5 LO Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tykes Range F 2"Runouts I"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 I.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) • • ,j'E {2'H T. TERRY ( � r .� Alam Ri TOWN CLERK P nll< 117<, ,;S cf� �_ S,w11�nIJ. N", Durk i 107 ,lGGISfnAR Or vITN. S-TAT1S-HCS �' (�� L �-- Fa• (SI(il 765 IR't h!ARRIACE OFFICIiR _ OTcicphnnc (SI(,l 7(rG IHII� " b fiECORI)S MANACEMENT OITICtn FREEDOM OF INFORMATON OFFICER 1 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development Permit Application" [FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ) . _ J 1 TOWN OF SOUVIO1D Audit hG�f� Southold Town Clerk August 25, 1993 APPLICATION s PAGE 1 of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. �F=l N 1: GENERAL PROVISIONS (APPLICANT to read and sign l-- - 1. : ,I. No work may start until a permit is issued. 2- The permit may be revoked if any fake statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFYTHAT ALL S , TqEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO THE ST I O EDGE, TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATE O 30 O1? SECTION 2: PROPOSED DPMENT e c m Ietcd bv APPL�ICCAN 4'UC4L 11111—C&NAME OL ADDRESS G'� S� TELEPHONI APPLICANT BUILDER 1T� "lam l✓- /77��� amt (� —¢— �� 6� ENGINEER Jo� CD�✓/�cO/✓ — ��t� ���6 -- PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful - FDP(93) APPucAnon PAGE 2OFa DESCRIPTION OF WORK (Check all applicable boxes) - A STRUCTURAL DEVELOPMENT ACTIVITI STRCTURE TYPE ❑ New Structure �I/Residendal (I-4 Family) V=ition O Residential (More than 4 Family) Alteration ❑ Non-residcnua) (FloodprooFmg? ❑ Yes) ❑ Relocation O Combined Usc"(R sidenual & Commercial) ❑ DemoGtio❑ O Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S_�r 0 D B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining O Drilling O Grading • Excavation (Except for Structural Development Checked Above) -- ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) - ❑ Individual Water or Sewer System Other (Please Specify) After completing SECTION Z, APPLICANT should submit form to Local Administrator for review- SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑ Is L4IQ= located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: - Ft. NGVD (MSL) I Uuavailablc ❑ The proposed development is located in a floodway FBFM Pancl No. Dated O Ser Section a (or additional instructions SIGNED___ DATE .r _ APPLICATION # __ PAGE 3 OF a SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he comnlctcd by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all cmung structures, water bodies, adjacent roads, lot dimensions and proposed developme❑t. ❑Development plans, drawn to scale, and specifications, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the fust floor, details of floodproofmg of utilities located below the Gast floor and details of enclosures below the fust floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 ages, whichever is the lesser, the applicant must provide 1.00-year flood elevations if they are not otherwise available). • Plans showing the extent of watercourse relocation and/or landform alterations. • Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (con-residential only) Ft. NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or _ architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. O L B. O Is not in conformance with provisions of Local Law if19 . The permit is issued subject to the. conditions attached to and made part of this permit. SIGNED , DATE f B X A i5 checked, the Local Administrator may issue a Development Pcmit upoo payment of designated fee. If BOX B is checked, the Local Administrator writ provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION a PAGE a OF a -- APPEALS Appealed to Board of Appeals? O Ycs O No Hearing dale: Appeals Board Decisioo --- Approved? O Ycs O No Conditions SECTION 6� AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project stmctures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard AMa-1, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2 Actual (As-Built) Elevation of floodproohng protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the communitys local law for flood damage prevention. INSPIECTIONS: DATE BY DEFICIENCIES? OYES ONO DATE_ BY DEFICIENCIES? OYES ONO DATE BY DEFICIENCIES? DYES ONO SECTION 8• CERTIFICATE OF OMPLIAN E(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTNOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HA7-ARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING 0 EXISTING BUILDING 0 VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93 ) BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: 4 / 16 /03 APPLICANT: I-Ocx. DATE SUBMITTED: —1 /14 /03 SCTM# DISTRICT: 1,000, SECTION: 'I9 , BLOCK: + LOT: 14 SUBDIVISION: N/A ADDRESS: 1105 k��Q, CITY: qAAuk ZONING DISTRICT: CONFORMING? Ake BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP 17Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO PRE CO: Y OR N BP -Z/C/0 Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED 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 7/1/82 REQ. LOT SIZE: ACT. LOT SIZE:22r•LS�REQ. LOT COV. ACT. LOT COV. REQ. FRONT yo PROP. FRONT_ REQ SIDE ACT. SIDE / REQ. REAR 5o PROP. REAR / REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: At'6 " W)vJC�� 0-tfk Nwv' ESTIMATED PROJECT COS ARCHITE P? G E.,_�$? �nd� FAST TRACK �Ja WATER FRO ? O DESCRIPTION: PANEL #: FLOOD ZONE: COMPLIANCESDjub APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D T: YES olED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES o N TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2 . ES or O NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: / SF FEE FEE FEE J 1. �" SF)- �SF)�jjC25 SFX$A.2�$_lF+$ /0 +$ _$ J 2. ( SF)- SF)= SFX$ -=$—+$—+$—= $ D� 3. ( SF)- ( SF)= SFX $ -=$—+$—+$—=$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: Rcu��{i�{ HEIGHT/FIRE AREA: I �. TYPE OF CONSTRUCTION. t DESIGN CRITERIA: ENGINEERED RESCRIPTIVE vV FULL FRAMING DESIGN ELEMENTS: HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOIST F,L6OR JOISTS: Y/N ROOF RAFTER . Y/N UMBER SPECIES AND GRADE: Y/N SIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) OW AND DOOR SCHEDULE: / MISSLE TEST REQUIREMENT�N EGRESS, LIGHT, VENT: Y/N l LOAD PATHS: Y/N ROOF TO FOUNDATION /1 , s NAILING/CONSTRUCTION SCHEDUL�/N MEANS OF EGRESS: Y/N p PLUMBING RISER DIAGRAI�& LOCATION OF FIRE PROTECTION EQUIPMEN76N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCSt- N TOTAL COMPLIENC/9q. K(RETURN TO PAGE ONE) SURVEY OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD 013hh o'�� SUFFOLK COUNTY, NEW YORK S, os 7 S.C. TAX No. 1000-99-04- 14 o SCALE 1 "=20' MARCH 28, 2002 � a F � OV 0. AREA = 23,656.33 sq. ft. p. 4P Tn 0.543 ac. 89 m v' CIS_, gscel� � ��o,l B- t0 tzi !•158.90 ��• / / / _ / �yR. a"", y, y.°' 1p" •• > ,c, . St e�G zb / 11E - ,QTS / .' - .- - . � �_ YAyEp /•' r � R ws Bw� CR,3 d � { yy H 0�Prr (4,79 g.S/,s / qRl k CONa. . .. , + �,"J'.. • ° .• T9 fJ' 01 N99Y _ / LP BIDCN SIPS • ° v / Y- ' a .• oo•• • ° •. v oPA� . ., : 8S 14 �`m•` Rc • ° • w U/ T 0Y�0 00 Y •• r . •. •- ° 95' S � • • R20 lTf1R OR AOD DION TO THIS SUV ITA Mu A f• . USUOF HE NEW YORK STATEE EDCAOW p• COPIES OF THIS SURWE NM HOT BEARING IAN THE O O �T . • SURVEYOR'S ALINKED BELL OR 1JJ1 ETAO D SGL SHAU NOT BE CONSIDERED TO BE A VAUD TRUE COPY v CEAHFIO T HE INDICATED HEREON SHALL RUN ONLY TO THE AND ON FOR WHOM THE SURVEY IS COMPANY. AND E HIS Ba AG TO THE N I-DJO COMPANY. G USTE) HE EON. A AND TO THE INEGTHE HEREON, AND TO THE CEFYIFASSIGNEES OF THE LENDING INBB- TUTIOH. CFAIIRGTONE AAE NOT 'RUNSFflUBLE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ANE NOT GUARANTEED. PREPARED ACCORDANCE WITH THE NINWUM STANOMTHE FOR TIRE APPROVE AS D ADOPTED Joseph A. Ingegno BY THE L SE. AND E NEIN YO AND ADOPTED rv.,c AE BY THE NEW YORK STALE VND TION. A.M2; Land Surveyor Title Surveys — Subdivisions — Site Plana — Construction Layout CT PHONE (631)727-2090 Fax (631)727-1727 496 OMCES LOCATED AT AAVLING ADDRESS N.Y.S. bc. No. 49666 1360 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New Yolk 11901-0965 22-090 ALL CONSTRUCTION SHALL cns��KzQ MEET THE REQUIREMENTS OF THEIf QTAIM UNDERWRITERS CERTIFICATE CERTIFICATION OF REQUIRED _ NAILING & CONNECTIONS -APM k— ASST® 48'dT^ - - ---- - -- - ---- - - --- - –– -- REQUIRED. UA1E: B.P.F 21�4z III I OCCUPANCY OR ssaNOT= $AM TO PAR�MT -I 'USE IS UNLAWFUL �0""0 '�TIDNk NEW MECHANICAL ROOM \, k UNINHABITABLE SPACE UNDER ROOF I. R7IMOATigN T1NO rAKN I� WITHOUT CERTIFICATE �+ FaN�o 11aNCRErE GRAWLBPADE III SOF OCCUPANCY i n ROM - FROM a 0 .. RA • CI36TRut:Tft'WW OPEN TO BELOW PLUMBING 0�' FOR co. ALL GOIMTRUCTgN BFNLL INET INE AL lu a' NG WASTE &LWATERBLIINES NEED I lIS OFTNEOOOESOFNEN R ILI G TESTING BEFORE COVERING YORK STATE' NOT NESPOIMrIE FOR OLD 01111111110111ill OR C01118711i El EX,BATHROOMa- IEC L R OM II U II II --- - - - - --- -� — � --— — — — — — — — —— —— —II _ I II pL(1 BER CERTIFICATION COMPLY WITH ALL CODES OF ON(LEAD CONTENT BEFORE NEW YORK STATE& TOWN CODES NE TAIR CERTIFICATE OF OCCUPANCY AS REQ IRITI ED AND CONDONS OF j SOLDER USED IN WATERSUPPLY TOM SYSTE = c c= E,#ED NOT 2/10 OF 1%�EAD, Spgryplp TRIbTE6 00 NOT PROCEED WITH AIDED j FRAMING UNTIL SURVEY — LOCATION - REMOVE CHIMNEY i OFHAOSUBEENA PROVED- /� g A71CSTORAGE CO00DZONCHA ER' 8' GARAGE o FLOOD DAMAGE PREV TION REMOVE EXISTING WALLS ,gi SOUTHOLD TOWN CO E. II II II II II II II II II II II 5'3 y" UNINHABITABLI SPACE UNDERRODF UNINHABITABLE SPAC UNDERROOF F II II BASEMENT PLAN ILS- -ti----- --JI q NOTES: " 2ND FLOOR PLAN � � General: de, 1 -,Occupancy classification-Residential Group R-3 2-Type 5-Wood framed construction to be utilized. 3-Building height-35",fire area-2,114s.f. 11 " O /Q'J 4-Design criteria-Engineered design and prescriptive. Energy: LAUNDRY & rr - BATH ROOM 6 1 -Wlndows and doors are to be woad with double pane Insulating high-performance low E glass with a max.U value of 0.32. 4 N 4-0 fi T 2-Insulation Is to be equipped with vapor barrier. 2'-2^ 3-Wlndows and doors are to conform with the Allowable Alr Infiltration Rates speclFla In section 502.1.4.1 in the CL BEDROOM New York State Energy Conservation Construction Code. 18,413„ ie s Electrical Notes: Oas "'• STUDY 1-All electrical work shall be installed by a licensed electrician. 2-All electrical work shall be in accordance with the National Electric Code. 3-The electrical contractor will coordinate with the HVAC and plumbing contractor as to location,quantity and NEW DECK To 2ND FUR type of electrical service required for the-HVAC-and Domestic hot water systems. OPEN RAILING 4-All smoke detectors shall 6e installed In accordance wlfh,NFPA 72 and local codes. Instell Smoke 39till in: \ bedrooms F Second flophall PROPOSED DECK _ .-`I -Firstfioorh --- -- _ r_2 �/ro �7ro se'• m tEOF NE!'yYo,. `' -Living room �• \� 'St'' �`]—co;v 9•!- � �, I', Kellar FK17CHEN w /�1 AIgDONEo 5-The detectors are to be wired to the building's main electrical service and be equipped with battery back-up. / A ROP EO SECO TRA L C LIVINGROOM TING DECK TO STOR A (TION TRAIL R i 6-The detectors shall be wired so that operation of any smoke detector shall cause the alarm to sound at the R BE REMOVED &NEwRD7. \\ 4 i others. 31 r�,-4" pR�FESSIwi 7.Carbon monoxide detectors must be installed on each Floor of the building in accordance with Suffolk County qSas specifications. w` ao TAX MAP ----- —PJgr� ere prepared by Condon Engineering,P.C. It ise Notation of the FSR s1 19�^W 50. I di 1v Mork State Education Lew,Article 145,Section 7209,for any O �(qr n unless acting under the direction of a licensed Professional d' R=1d3.do' DISTRICT 1000 Eng ear,Architect,or Land Surveyor,to alter any item in any way.if �Q L=73.95- SECTION 99 "0� 1'tg 9 e v .en.I m bearing the seal of an Engineer,Architect,or Land Surveyor EXISTINGOECK BLOCK 04 - __;alter Qthe altering Engineer,Architect,or Land Surveyor shall affix to _ -- the em his/her seal and the notation^Ntered by"followed by his/her LOT 14 .�Ign lure and the date of such alterations,and a specific description of the alteration. SITE PLAN �+ p RESIDENCE SURVEY INFORMATION TAKEN FROM SURVEY OF PROPERTY BY JOSEPH A. LUCK MILLER RESIDENCE INGEGNO LAND SURVEYOR DATED MARCH 28,2002. SCALE: 114"=1'-0" Condon Engineering, P.C. 1105 NAUGLES DRIVE Drawn by:JJC 1755 Sigsbee Road MATTITUCK, NEW YORK �1 1 m 1 1 ST FLOOR PLAN Mattituck, New York 11952 V Dale:411612003 (631) 298-1986 FLOOR PLAN CONTINUOUS RIDGE VENT NEW ASPHALT SHINGLE ROOF �J CONTINUOUS RIDGE VENT NEW ASPHALT SHINGLE ROOF U-LLLLLAL1_ i U_LLLU�A III I _A-_ LLLLILiLLLLL f -I-L L-ULLI I U � - u-L W�--"-U-� LLU_LU_ I �U -U-d 1LLL�L-LLLLL�U_L1�L�LLi LLL1 1 L�I 1 LL LL LL L LL1 X111 III L, I �I 1 �I �I III 1 X111 I I11 III �11 1_U V 1 1ILLJJ �LLI -J 1 IJlI 1L� L11 I11 L-LLLLLL_LLLL ' LLU- L 1L_LLJ-1 L J_A- NEWASPHALTSHINGLEROOF ILL-L L L-iLL 1LLI-L LLLjJLLi1L1L 1 LL—IL L LL LII L1 �I L 111 _iU _L DOUBLE GLAZED 1 LLL III _ -LLLL—LU �LILJJ L IJ�LL-�=�-�—L�I II 1 AISI LL �1 NEWCEDAR O WINDOWS(TYP.) ALL]L ,I�LLLJJ ISI Lu.LLLL �L �L� L� —L L -LJ_J � ��J_LLL CtAPBOARDSIDING J I II j NEW EPOM ALUMINUM GUTTER ROOFING MAIL ON EXISTING ROOF I 2"CONTINUOUS VENTLL �LJ-LJ-L � NEW DOUBLE HUNGWINDOWS (TVP.) 6X6 WOOD 4X4 WOOD 4X4POST(iy 4' .C,MIN.AND COLUMN 1X1 BALUSTER ®4'004. NEWCEDAR COLUMN O 5O © CLAPBOARD SIDING -T Q O © T 0 O NEWDOUBLE 04 POST®4'OC,MIN.AND \.VI 1X1 BALUSTERS®4"O.C. GLAZEDWINDOWS . ,•Y - (TYP,) PROPOSED DECK axe D OOD COLUMN COLO ' • - ` ` •' PROPOSEDSTEPSTO . •.. -:' - RISER 7 GRADE 1TREADAND7 " EAST ELEVATION DOOR SCHEDULE JNO. TYPE ROUGH OPENING SOLID CORE 21-8"X 61-8" N RT SmaAVentN Foundatlon Vents Fmotl Ominaby SIMPSON MASTER MARK FIR T-011X6'-8" martSIMPSON MASTER MARK 61-0"X 61-8"(FRENCH INSWING) SOLID CORE 31-01'X 61-811 WINDOW SCHEDULE NO. TYPE ROUGH OPENING 1Q TVV24310 2'-61/8"X41-1114" LL-LLL—Li LLiLL—L-L—L— CONTINUOUS RIDGE VENT O TW 3046` 3'-2118"X 4'-9 1/4LILU-ZL " I_I__� L 1 c IN IN cUI IDI v r TT ® TW 3846• 3'-10118"X 4'-9114" LLL L��JJJ Lel U L1J L` 2432 2'-6 1/8"X T-51/4" © 28310 2'-21/8"X 4'-1 114" LLLLLLL © 28210 2'-10 118"X T-1 114" IIII IIII �I I� J— 8) 28310 2'-10118"X 4'-11/4" LLLLLLLLL L�-LL-L1_J-LJ L LLJ L��� 9Q CTC 3 6'-01/8"X T-2 314" Am QBI 1 � LLL ® CXW13 3'-0 112"X 3'-0112" LLLLL]LLL L 0 UPVC REPLACEMENT UNIT 8-4„X 3'-6" © UPVC REPLACEMENT UNIT T-0"X614" ® UPVC REPLACEMENT UNIT 2'-6"X 2'-0" �� 1® NEW DOUBLE UPVC REPLACEMENT UNIT 2'-6"X6'-0" Z FREE OPENABLE AREA OF 5.7 S.F. NCLAPBOARD SIDINGEWCEDAR GU12E0 WINDOWS re NEW DOUBLE NOTES: (TVP.) GLAZED WINDOWS 11 NEW CEDAR (TYP,) NEN EPDM L1LLI 1 -Windows and doors are to be Wood with double pane Insulating L7 CLAPBOARD SIDING NEW DOU E ROOFINGMATL L—LLLL — high-performance low E glass with a max. U value of 0.32. HUNG WINDOWS ON EXISTING OF NEW DOUBLE GLAZED 14 (TYP 2-Windows and doors are to conform with the Allowable Air Infiltration NEW DOUBLE NEW DOUBLE i HUNG WINDOW DOOR(TYP) HUNG VMNDOW y Rates specified In section 502.1.4.1 in the New York State Energy 10' F (TYP) (TYP.) Conservation Construction Code. 4X4 POST @ MIN, ix1 BALUSTERS 3-Windows and doors are to be equipped with removable plywood reas®4"o.c 4x4 POST 04'cc MIN,AND panels as shown In detail on S-5 or shall meet the requirements of the Q q0 (D1XI© 1%1 BALUSTERS 94"Oc O O O 4x4CCAWCOD Large Missile Test of ASTM E 1996 for 120 mile per hour wind loads. COLUMN 4-Windows shown are manufactured by Anderson : . '. . .: .. ` _ ... GRADE 6%B CCA W00 D 6XBCCAW000 ,' . . " . .., . ... „. COLUMN ) .: COLUMN _ - ' ' . ,ZE OF NFIy Y Plans are prepared by Condon Engineering,P.C. It is a violation of the eXeccA S P J. Co 9� New York State Education Law,Article 145,Section 7209,for any WOOD . . 1 �--_ . a " . o COLUMN ® Q o� o person unless acting under the direction of a licensed Professional 1 Surveyor,to alter an item in an way.if Engineer,Architect,or Lend Sury yo , y y y ' .,- ; ' '. '• r- 1 .. a an item bearing the seal of an Engineer,Architect,or Land Surveyor is 0 t w altered,the altering Engineer,Architect,or Lend Surveyors hall 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. 8"x18"Foundedon VentaFleo l Drain t by VMS Foundation Verrill Dadnaby 8'06"Foundation VenbrFlood Owns by BmartVant Small :87744Ema4ealesgwnarlvenLmm, SOUTH ELEVATION SCALE: SCALE: 114„_11-0” Condon Engineering, P.C. TeI:B77.,N.666B. LUCK MILLER RESIDENCE WEST ELEVATION g g, 1105 NAUGLES DRIVE c 2 Drawn by:JI 1755 Sigsbee Road MATTITUCK, NEW YORK S Mattituck, New York 11952 Dale:4/1612003 (631)298.1986 ELEVATION PLAN (2)2x6 HEADER (2)2X6 HEADER (2 2X6 HEA1 ER 4X4 W000 COLTOUMN MN SECURE a FOOTINGSWITH MWITH Ca4A AND TO ROOF BEAAMSS WITH SIMPSON EPC44 HEADER 2X4 ROOF RAFTERS®1w O.C. AND CEILING JOISTS I Ic I I w g (2)2X6 1EADERXF - ail ?I EXISTING ROOFLINE PROPOSED ROOFUNE N � — L - - - I — — — (2)2X6 HEADER HEADER o — — — — — — — — — — 0o I 4X4 WOOD rFrz I I I I COLUMN DOWN TO FOOTINGS N CELLAR _ _ — (3)1.75%9.5 LVL EA w 3u�1I� IIIN LL¢ \S\VVY��II'II x a ^x LL�4X4 COLUMN I1I04 COLUMNS III g gy NTII FROMABOVE M ABOVFROM AeOVE FROMABOVEFROEF - - - - 4XO4L-UWMONOS(TY R)x 2 HEADER — KILL El I I I 1 (2)1.75 X 9 52pE LVL o �.l I I I I HEADER 10'5)¢' 5'-5" 8'0" 2w 10'176" '_1* I I 3'.102M g 4%4 COLUMN i5 I 4X4 rr00D 4X4 WOOD I 4X4 W000 g FROM RIDGE o I COLUMN COLUMN 4X4UWO D I I I COLUMN I 4X4COLUMN N m h (2)1.75X9.52.OE L GO FROM RIDGE ,� I o I LVLHEADER MyJ 21.75X14A2.0E LVL ILp�X4 OLUMN HEADER 118752.0E LVL (2)1.75X11.B752,9E I STRUCT RAL RIDGE m x i6 to N O I FRO RIDGE LVL HEADER STRUCTURAL RIDGE 4X4 WOOD (2)1.75 X 110752.0E LVL. I x1 FI / /1 \ I � Iv 1001. MN 4%4 W000 HEADER 4X4 OOD COLUMN o 4x4 WOOD COLUMN IO I FRO ABOVE b I V I 1 \ I I o COLUMN FROMTT )7,75x9.52.0E FIXINDATION ABOVELVLGIRDER 176 952,0E 1-6%B WOOD o BOTPT'M OF ROOF RAFTERS / I \ (2)1 fiXGW000 COLUMN LVL (3))01ER X11.97 25 pE L GIRDER GABLE ENO WALLS ARE TO BE ALL 2X4 WALLS FRAMED TO I \ \ B %fi NCH STALLS ARE UDS AND TO (TY COLUMN FROM ABOVE �Bi C LUMN BE CONTINUOUS FR / 2.OE 75X ALLEY FP FROMABOVE04 WOOD fi(6 WOOD 2X91NCH STUDS PND ABET o a AR TO BE CONTINUOUS LVL VALLEY o — — — � — SECOND FLOOR TO RCO / � rc FROM SECOND FLOOR TO 2ND FLOOR PLAN 1 \/// RI zx6 STUD WALL NEW T-6"X1'5^X / (21175X14 2X6STUDWALL 55"POURED I— _� / 2,0E LVL VALLEY ( STRU5URAL RI LVL \ CONCRETE FOOTING COLUMNNEW 6X8 / STRUCTURAL RIDGE \ _ r^ N 2X10 ROOF RAFTERS @7fi"O.0 \ pO%4.5VVT YP) (2)1.75 X 9.5 LVL HEADER 1 / TOVER WINDOW \ CRAWL SPAC / LL - - - - - - L — EL J IUINDER HEADER TO HEADER ABOVE WINDOW 5 26 5 15' S'-2�" NEW i'-6"X 1'S"X I EX BATHROOM III 3'-0"POURED NEW 2'A"X2'47 10'POURED OLD MECH.ROOM NEWT-2"X2'-2"X10"POURED CONCRETE FOOTING \ I - - - - - CONCRETE FOOTINGS a CONCRETE FOOTING r - - -- - --- - - -a — —� --� F_ yl � I 1 / l l NOTES: V// ROOF & CEILING PLAN LNEW 2-2"%2'-2'X10'POUREO � L -J L _J JCONCRETE FOOTING o9 1 -All framing is to be in accordance With the Newyork State Building Code and the WFCM High Wind 11� —fi - - r - - - - - — — - - - - - - - Addition 1 1 l EXISTING GIRDER 2-All concrete 3,500 psi after 28 days minimum. Design Loads: L__ NEW 2X6 CCA FLOOR 3-All repair ASTM A-615 Grade 60. -Roof-Live Load-35.5 psf- p 4x4 WOOD COLUMMS Based on ASCE-7 and Pg=45 psf 2q JOISTS®IB"O.C. - _ FROM ABOVE 4-Footings are to be installed on undisturbed virgin soil, per Figure R301,2(5) REMOVE CHIMNEY 1 he bottoms of all footings are to he installed a minimum of 4'below grade unless indicated otherwise. NEW r-6^x r5'x -Dead Load- 15 psf V-0^POURED 5-The Engineer Is to be contacted If unacceptable or questionable soil is encountered during CONCRETE FOOTING I 'e 4X4 WOOD COLUMNS GARAGE excavation.Unacceptable soil is soil containing clay end/or organic material. 9 Second Floor-Live Load-30 sf REPLACE ROT DAMAGED 2 p g Y g p JOISTS IN EXISTING DECKS u� -Dead Load- 15 psf FROM ABOVE 6-All measurements are to be confirmed in the field. Discrepancies are to be brought to the NEW 1'-e'%1'-8"% AS NECESSARY � 3'-0"POURED 1� o attention of the engineer prior to material ordering and fabrication. -Exterior Deck-Live Load-40 psf (CRETE FOOTING\ Dead Load-15 psf 7-All lumber is t0 he No.2 or better Douglas Fir Larch(N)with the following minimum specifications: r / I Fb=825 psi Wind Loads-120 mph-ASCE-7 I ( I Fv=95 psf MWFRS-Method 2 L �J Fc perp=625 psi FEMA Coastal ConsComponent and truction Menivals lrem E=1,600,000 psi I6 � ® 8-All Laminated Veneer Lumber is to have the following minimum specifications: � I o o I o I Fib=2,900 psi SS. - Plans are prepared by Condon Engineering,P.C, It is a violation of the NEW 2'-6'XT-VX 12" Fv=290 psi / O0� otio. New York State Education Law,Article 145,Section 7209,for any NEw 6X6 GOA COLUMNS POURED CONCRETE Fc perp=650 psi / d y. w1, person unless acting under the direction ofa licensed Professional c� NEW 3'X 3'X 12"POU EO NEW 3'X 3'X 12"POURED - FOOTING Engineer,Architect,or Land Surveyor,to alter any item In an way. f CONCRETE FOOTING CONCRETE FOOTING E=2,660,000 p51 r^ I anItembearing the seal of an Engineer,Architect,or Land Surveyor is 9-All straps, altered,the altering Engineer,Architect,or Land Surveyor shall affix to — r NEW 1z"e so9oTlleE r r __ p ,connectors,plates, bolts, nails,etc.are to be galvanized or stainless steel. Designated connec ors,strap etc.on 2 the Item hislher seal and the notation"Altered by'followed b hislher r , I I PIER(TYP) I these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted as a - signature and the date of such alterations,and a Y ( y I— -I — — — — ( — — — — — — '- — — — — — — —1 _ — _ — — — — 1 indicated b Simpson. p Ap 8 specific descdptlon of 9 l.1 Y P �\ $$IOPrP the alteration. 1 l 15,5"(TYP) NEW 2X106CA 1 1 10-Double floor L___J L_ -_ __—J GIRDER L___J joists are to be installed below all parallel wells unless noted otherwise. 11 -All sub Floor for the new addition area is to be 314"AC type plywood,tongue and groove,with an APA span rating of 48/24. SCALE: 114"=1'-0' Condon Engineering, p,C, LUCK MILLER RESIDENCE NEW T-fi"XT5'% 1105 NAUGLES DRIVE �-� CONCRETED 12-Solid blocking Is to be Installed mid span of all FloorJolsts including existing Joists in thealerareas. Drawn by:JJC 1755 Sigsbee Road MATTITUCK, NEW YORK CONCRETE FoorlNc 13-A minimum of 2 jack studs are to be Installed under the ends of all headers and girders. Mattituck, New York 11952 1ST FLOOR FRAMING AND FOUNDATION PLAN Date: 4116/2003 (631)298.1986 FRAMING PLANS NAILING REQUIREMENTS FOR 120 MPH, 3 SEC. PEAK GUST,z"THICK ROOF SHEATHING WITH 8d COMMON NAILS ZONE ZONE2 ZONE3 (D Q FIELD 8" O.C. L PANEL EDGES 4" O.C. SIMPSON LSTA36 4X4 WOOD COLUMN O O - STRAP 1fi. RIDGE VENT 2X8 CCA SILL FF Header StrappingDetail STA12 Below RR 2)1.75 X 14.00 STRUCTURAL RIDGE FILL CONIC.BLOCKS SOLID - WITH GROUT TO FOOTING Simpson RR Structural Ridge/Rafter Tie Detail ASPHALT SHINGLE ROOF TO MATCH EXISTING CONCRETE BLOCK : t'e,'i;, .' N0.4 REBAR FOUNDATION WALL - 2X12 RAFTERS VENT BAFFLES O O O O @ 16'O,C. /—BETWEEN RAFTERS` Y4"PLYWOOD FLOORING FROM GABLE END WALLS 2XB ;TOA MIN.OF 4'INTO ATTIC INGJOIST SECTION B-B — R-30 FIBERGLASS INSULATION N.T.S. SIMPSON 12.5A HURRICANE TIES NEW 2X4 WOOD STUDS @ 16"O.C. AT EACH JOIST TO PLATE O O NEW 314"PLYWOOD `— 1/2'PLYWOOD SHEATHING SUBFLOOR O R-19 FIBERGLASS SIMPSON H2.5A HURRICANE TIES EACH RAFTER TO GIRDER INSULATION IN FLOOR Q O AT EA � � AREA BELOW BEDROOM ONLY Lj EXISTING 0FLOOR JOIST Iff ALUMINUM GUTTER /(D SIMPSON HU310 "PLYWOOD JOIST HANGER(3)1.75X11.875 ��EXISTING 2X4 WOOD STUD2"CONTINUOUS VENT Simpson Stmng-Tle 2.0E LVL GIRDER WALL(TYP.) ill"GYPSUM BOARD CC66 R-13 FIBERGLASS 6X6 WOOD INSULATION SIMPSON CC5Y,6 AND COLUMN -13FIB ION LASSSim son H15 Rafter Tie Detail ECC5Y 6 EXISTING 2X4 WOOD STUD R-19 FIBERGLASS pCOLUMNIGIROER WALL WITH J"PLYWOOD INSULATION EXISTING 2X4 WOOD STUD TIES AT EACH SIMPSON FTA2 WITH SHEATHING(TYP.) EXISTING WALL WITH PLYWOOD \(D (D COLUMN 3N^LONG SUBFLOOR SHEATHING(TYP.)518"GALV.BOLTS (3)2X10 CCAGIRDER6X6CCA F OO LL ANYs"ANCHOR BOLTS INSTALL Y"ANCHOR BOLTS WOOD 6'OC ANO WITHIN 12"OF VOC AND WITHIN 12"OF COLUMN THE PLATE ENDS THE PLATE ENDS GROUT BLOCKS SOLID GROUT BLOCKS SOLID — -- " ---- EXISTING 3X8 FLOOR JOIST 21"x5"x Y2' alvenized Plate Both Sides Column Joint EXISTING CMU WALL/FOUNDATION SIMPSON CB66 WITH 23"x&xy" alvanized Plate GALV.5/8"BOLTS AND POURED CONCRETE FOOTIN NAILING ZONES FOR ROOF SHEATHING IN 120 - - - MPH PEAK GUST WIND ZONE EXISTINGGRADE 12"0 SONOTUBE z EXISTING CONCRETE SLAB AND SOIL BASEMENT FOOTING TO GRADE AND GARAGE FLOOR SCALE: 714=T-0' - - �+ (TYP.) 1 �" 2J�" (4)3141nch b ts, No.5 REBAR and w bolts, nuts,and hers (TYP') SPROPOSED 3'XT X 12" nuts,and washers POURED CONCRETE (3)1.75x9.52.0ELVL FOOTING SECTION A-A 3l4d ch washer, 2X8 CCA BOLTS EDGER SIMPSON H-2SA HURRICANE TIES 9" "x Ys"Galvanized Plate (2)1.75x'142.OE LVL nuts,and washers 5/8"LAG BOLTS i66 CC. FLOOR JOISTS TO GIRDER � V 5141 K fi CCA DECK (2)9.5"x518"A36 Steel Flitch Plates � 2Xfi CCA FLOOR JOIST �a/a 1: 314 inch bolts, (2)7.75x9.52.0E LVL ---"" "" --"— --- , _—_—_—_—_—_—..—..—_�-_—..__—..—_—_—..—_—". (3)2X10 CCA GIIRDER nuts,and washers (4)3/4 Inch Its, Y4. nuts,and we ars SIMPSON HUSI 6X6 CCA WOOD POST JOIST HANGERS 6j SIMPSON C866 WITH 3'MIN. t ,, 518"BOLTS AND KWIL . - - ------- . BOLT KBII 316SS ' GRADE Plans are prepared by Condon Engineering,P.C. It is a violation of the 12"0 SONOTUBE FOOTIING 518-2-3/4 SSPE DF New yOP New York State Education Law,Article 145,Sellft 7209,for any (1)14"x 14'A36 Steel Flitch Plate TO GRADE(TYP.) 4,N o;4, ¢ . - person unless acting under the direction of a licensed Professional 0o Engineer,Architect,or Land Surveyor,to alter any item in anyway.If A I t an Item bearing the seal of an Engineer,Architect,or Land Surveyor is SECTI OIn D-Da. ,I � altered,the altering Engineer,Architect,or Land Surveyor shall affix to 9.6"x518"A36 Steel Flitch Plate FLITCH BEAM DETAILS a `� the Item his/her seal and the notation'Altered by"followed by hlslher N ; signature and the date of such alterations,and specific description of N.T.S. cEb'q .,:'��y , the alteration. SCAILE 1"=1' LUCK MILLER RESIDENCE SCALE: 114"=,'.D" Condon Engineering, P.C. 1105 NAUGLES DRIVE n Drawn by:JJC 1755 Sigsbee Road MATTITUCK, NEW YORK A �� Mal New York 11952 VVV Dale:411612003 (631) 298-1986 SECTIONS & DETAILS DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD OPENINGS PROTECTION TO WOOD-FRAME BUILDING 3"No.8 SCREWS 12"OC FRAMING LIGHT WOOD-FRAME WALL -- WASHER(TYP) Y,"PLYWOOD GLASS PLASTIC-COATED PERMANENT WOOD SCREW ANCHORS GLASS SEE DETAIL Ys°PLYWOOD A FRAMING PLYWOOD OPENINGS PROTECTION;THICKNESS DEPENDS ON WINDOW OPENING WASHER(TYPJ WIDTH(1) 3"No.8 SCREWS 12'00 NOTE: IN LIEU OF SCREWS,LUGS WITH NUTS AND WASHERS MAY BE USED ALTERNATE TO 120 MPH CERTIFIED WINDOW INSTALLATION PLYWOOD PANAL WINDOWIAND DOOR PROTECTION FOR WOOD FRAMED BUILDINGS Notes: General * Owner to select fixture model,make, and color. 3"PVC I Vent \ *All work and materials shall be in accordance with the New York State Building Code and Local Plumbing Codes. I I *All water lines within the buildings are to be Type"L"copper tubing all water lines routed below ground are to be Type K copper. All solder joints are to be made with lead free solder in accordance with local and State Codes. i *All horizontal waste and vent runs of 2 inch waste pipe are to pitched at %inch per foot. The 3 and 4 inch waste 2"PVC �' I and vent piping should also have a Y4 inch per foot pitch wherever possible with a minimum pitch of Ys inch per foot. 2"PVC gent Vent j Provide all vents shown in the drawings, as required by the Plumbing Code,and as necessary to prevent siphonage \ / r 1, I or back pressure on the trap seals. \\\ I 1 *Provide cleanouts as shown in the drawings. Provide 18 inch clearance at all trap locations. "All waste and vent pipes and water supply pipes shall be supported by pipe hangers.The hangers shall be installed 2"PVC / at a maximum spacing of 4 feet.All vertical runs are to be supported as required by local and State Codes. I Vent /r 1 21.PVC I Bathroom *All water supply piping is to be insulated with 1 inch thick cylindrical molded glass fiber type insulation with a 3 Y2 b.density. y"Pitch I I * Pressure Test all waste and vent piping at the completion of rough in.Tightly close all openings in the piping system, r i I CO and fill with water to a point of overflow, but not less than 10 foot head of water.The water level is to remain level for a minimum of 15 minutes to be considered leak free. I Lound I I All water supply piping is to be pressure tested. The initial test is with no connection to the fixtures and is to be done I Kitchen by capping all openings and pressurizing the piping system with compressed air to a minimum pressure of 150 psig. 12"PVC The pressure is to monitored for 2 hours and will be considered to be leak free if the pressure remains constant during I I CO the test period. After successful completion of this test, the fixtures are to be connected and the system is to be taste at a pressure of 90 psig for a period of 2 hours. ttE 9F NfW YQP CO The water supply system shall be cleaned by filling the system with water/chlorine solution with at least 50 ppm of chlorine. g1' i zaya 4 \- 2" The piping is to isolated and allowed to stand for a period of 24 hours.The system is to be flushed at the completion of the test. `--2"PVC *Shower and tub supply valves are to be temperature-actuated flow reduction type devices. House Trap Vent 4"PVC / *All foundation wall penetrations are to be sealed with concrete and water proofed on the exterior side of the penetration. `rF�`.051684 1 Water supply and gas line penetrations are to be equipped with sleeves. pAGFESS101`P� I CO Piens are prepared C�g an a . . It isa9,far an of the *All gas appliances are to be equipped With gas cocks. New York State Education Law,Article 145,Section 7209,far any PLUMBING RISER DRAWING * Install ball valves at the locations shown on this drawing. Also installed gate valves for hot and cold water at all fixtures. All person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any'item In any way.If ouse Trap exposed water supply and waste piping to fixtures and the valves are to be 67 % brass pipe chromium plated. an Item bearing the seal of an Engineer,Architect,or Land surveyor is altered,the altering Engineer,Architect,or Land Sumyor shall affix to \-4"Cast Iron " Run water supply piping to fixtures concealed within walls and horizontally to fixtures.All pipes are to be equipped with the item his/her seal and the notation"Altered by"followed by his/her Through Foundation chrome plated eschuteons at all exposed floor and wall penetrations. signature and the date of such alteretlons,and a specific description of the alteration. "PVCSDR35 to Septic Tank LUCK MILLER RESIDENCE Scale: Condon Engineering, P.C. 1105 NAUGLES DRIVE Drawn by;JJC 1755 Sigsbee Road MATTITUCK, NEW YORK C_ Date: 311912093 Mattit(631 )2981986ck, New York 11952 BUILDING �J v DETAILS 4a-46^ r---------------------------------------- --------------- -------� II — —TI II it I I II II II II II II CRAWL SPACE NEW MECHANICAL ROOM � i UNINHABITABLE SPACE UNDER ROOF Il � II OPEN TO BELOW u EX.BATHROOM R ILI G OLD IAEC .RC OM U II -----------iL 31^x49^ r— r——— I SKYLIGHT L——_J 3'-8" O 130"X 3 " j30'%30"I SKYLIGHT LsKvue _J NEI ITAIR INJ —_—J - o CLOSET HIMN ------------- REMOVE CHIMNEY rc GARAGE g ATTIC STORAGE REMOVE EXISTING WALLS CLOSET o i II 11 II 11 1j 11 11 II it I 11 11 it UNINHABITABLI SPACE o-, UNINHABITABLE SPACE UNDER ROOF - UNDERROOF BASEMENT PLAN 11 I II I ---------------- ------ —J 2ND FLOOR PLAN O PEI JR TO MOVE NOTES: OPEN TO ROVE GeneralLAUNDRY F OPEN TO ABOVEI -Occu anc C p p y assifcalion-Residential Grou R-3 7' 4'-014 Ira^ ti 2-Type 5-Wood framed construction to be utilized. x 11 3-Building helght-35",fire area-2,114 s.f. CL. BEDROOM 4-Design criteria-Engineered design and prescriptive. 10 1fiElectrical Notes: fi,STUDY1-AII electrical work shall be Installed by a licensed electrician. 2-AII electrical work shall be In accordance with the National Electric Code. NEW DECK FLR 3-The electrical contractor will coordinate with the HVAC and plumbing contractor as to location,quantity and OPEN RAILINJG > \ type of electrical service required for the HVAC and Domestic hot water systems. 4-All smoke detectors shall be installed In accordance with NFPA 72 and local codes. nb-a2 Install Smoke Detectors in: -All bedrooms ode '4. -Second floor hall PROPOSED DECK a -First floor hall -Living room / �• „ , \ -Cellar 3 Te DONED 5-The detectors are to be wired to the building's main electrical service and be equipped with battery back-up. �'uE VEb ROP EDSECO TRA L LIVINGROOM TING DECK TO STOR A OmON Kg's. TRAIL\R 6-The detectors shall be wired so that operation of any smoke detector shall cause the alarm to sound at the BEREMOVED 9NE RO Others. Rimy ^iy `Pn. \ <,Kyy� s S �' • 126.4• 7-Carbon monoxid detente[ , at be installed on each floor of the building in accordance with Suffolk County 'Vq _�Ssgo,w specifications. , ;�� 0f NEW TAX MAP ZN Q W b 4`00 Plans are prepared by Condon Engineering,P.C. It is a violation of the lT v AO� , _ sn1•�a's°' ti 2 .� New York State Education Law,Article 145,Section 7209,for any DISTRICT 1000 person unless acting under the direction ofa licensed Professional L-Ta.85' SECTION 99 $; ngineer,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 EXISTING DECK BLOCK 04 �� 051684 ' �t' altered,the altering Engineer,Architect,or Land Surveyor shall affix to LOT 1 4 the Item his/her seal and the notation"Altered by”followed by his/her ROFESSIO',,P signature and the date of such alterations,and a specific description of SITE PLAN the alteration. /� SURVEY INFORMATION TAKEN FROM SURVEY OF PROPERTY BY JOSEPH A, Condon Engineering P.C. LUCK MILLER RESIDENCE INGEGNO LAND SURVEYOR DATED MARCH 28,2002. SCALE: 1f4"44" C 9 1105 NAUGLES DRIVE �-� 1ST FLOOR PLAN Drawn by:JJC 1755 Si sbee Road MATTITUCK, NEW YORK Maitituck, New York 11952 Date. 1211/2003 (631) 298-1986 FLOOR PLAN NEW ASPHALT SHINGLE ROOF CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT NEW ASPHALT SHINGLE ROOF NEW ASPHALT SHINGLE ROOF DOUBLE GLAZED DEE WINDOWS(TYP.) ALUMINUM GUTTER 2"CONTINUOUS VENT NEW DOUBLE HUNG WINDOWS (TMP) 6X6 WOOD COLUMN NEW CEDAR 4X4 POST TERO.C.MIN AND COLUMN 0 1X1 BALUSTERS Q4"O.C. CLAPBOARDSIDING COLUMN Ej El O 04 POST Q 4'O.C.MIN.AND f S NEW DOUBLE DQa i%7 BALUSTERS 4'O.C. GLAZED WINDOWS F �•� ° (TYP.) PROPOSEDDECK e 6%B W000 6X6 WOOD , t, COLUMN v ' r COLUMN : 1 a, } ; i, PROPOSED GRADETSTEPSTO READ AND 7" i, EAST ELEVATION RISER 777777777 i ' NORTH ELEVATION S"xifi"Foundelion Ven yF owd Dalnsb SmartVenl CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 6 L m NEWDOUBLE NEW CEDAR GLAZED WINDOWS CLAPBOARD SIDING (TMP') NEP!DOUBLE GLAZED LI DOOR(TYP) m IT 4%4 POST @4'O.C.MIN AND 1X7 BALUSTERS Q 4"IN C. 4X4 POST Q 4'O.C.MIN.AND 4X6 CCA WOOD 1X7 BALUSTERS®4"O C. � COLUMN NEW CEDAR L1 - CLAPBOARD SIDING r: o J GRADE sxsCCA WOOD COLUMN , 6X6 CCA WOOD i ,; I ri f A L 1 f a 7 i SSP coy q�. COLUMN r i� oo Plans are prepared by Condon Engineering,P.C. It is a violation of the ., , ' 1• �' �. , New York State Education Law,Article 145,Section 7209,for any 6X6 CCA "•,',. wooD person unless acting under the direction of a licensed Professional '.% COLUMN ,. r , ' v ,� Engineer,Architect,or Land Surveyor,to alter any item in any way. If .... , •: • `; l ': r'i V ` '1� '�. s " '�+ an Item bearing the seal of an Engineer,Architect,or Land Surveyor is , '? �:� ;� ' +'' ,,' ` " •"' , , '+ , ,, ' '� '` 'rFCj x;`684 ,w'— / altered,the altering Engineer,Architect,or Land Surveyor shall affix to PHO %FY, the item his/her seal and the notation"Altered bV'followed by his/her !; ,, a ,• "� ,'•, signature and the dale of such alterations,and a speck description of ----.1 �� �'"""� the alteration. 6"xl6"Foendalion Venta'Flood Drains by 6"x,B"Foundation VentdFlnod Dralns by \B"xl6•Feundal VenislFlaod De ire by SmarlVenl LUCK MILLER RESIDENCE SMNenl SmartVant Email soles®smarlwnl corn, Tel:677.441-6366 SOUTH ELEVATION SCALE: 114"-1'q Condon Engineering, P.C. 1105 NAUGLES DRIVE I� WEST ELEVATION MATTITUCK,NEWYORK A=L Drawn by;JJC 1755 Sigsbee Road V Mattituck, New York 11952 Date: 121112003 (631)298-1986 ELEVATION PLAN (2)2X6 HEADER (2)2X6 HEADER 22X5 HEA ER L4X4 WOOD COLUMN SECURE TO AND TO ROOF BEAMS FOOTINGS WITH SIMS WITH CB44 H SIMPSON EPC44 HEADER 2X4 ROOF RAFTERS®16"0 C. X AND CEILING JOISTS (2)2X8 EADER 51 O I 11 EXISTING ROOFLINE PROPOSED ROOFLINE � N a r — - - - - - — —- - - - - - - - - - - - - — 1 Ii- - — — — — — — — — — — — — _ � I m II m 1 4x4w000 4 4woo 1 o COLUMN GOWN TO C LUMN o I FOOTINGS IN _ T _ _CELLAR_ _ _ _ g-. 1 I � (2)1.75%9.5 LVL — — — I — 1 I I 1 1 17 ( )1J5Xs5LVLEW(2) %'FP X6 HEAg 3HEADER 1 1 1 mw 1 � 1 � gI I 1 4X4 COLUMNS 1 L - - — ^. - - - - 4X4COLUMN 1 a I " a I 1 FROM ABOVE (3)2X6 rc FROM A6oVE 1 0 ?� x x I W000 0 g COLUMN � r LL X I uml '' x `� $ 5 2 2%6 (2)1.75 14 — (3I 2X6 WOOD Lo L — 1n J 1 O 1.9E LV COLUMN o �- - - HEADER _ _ _ _ u a. m HEADER 9 r - r m ^+ 1 INo 1 1 I 1 ' t 1 r ^1 111 II - - II — F - - - z 1 j ,9 _ I \ I x MINOR RIDGE RIDGE U I 1 I I 1 $ FROM MAJOR RIDGE 1 ,- FROMAB0 COLU N o FROM A90VE 1 4X4 rq STRUCTURAL URALRID LVL go COLUM STRUCTURAL RIDGE m w FROM — — — _ — I x `-� 1 I I I 1 RIDGE � o 4X4 W00 -1 4X WOOD 1 I 1 COLUMN 1 6SX4.5WOOD CO UMN 1 I II COLUMN L Z (3)2X6 WOOD \ III X4 OLUMN I COLUMN LL_ I — \ J J BTR CTURAL RI GEL ROA� RIDGE (2)1.75X 11.8752.0E 1 (2)1.I5X 1187579E LVL LVL HEADER / I HEADER (2)7.75 X 11a752OE LVL 4X4 WOOD HEADER — o / 1 �r(2)2x72 VALL Y 4X4 WOOD COLUMN TO COLUMN FROM - ----- FOUNDATION / ABOVE LVL OIROER (2)1 L6 MBO 2.01E GIROER I 1 \ m 1 6X6W000 NEW(3)175X118752-E I / I GA1gLE END WALLS ARE TO 5X6WOOD COLUMN 4X4WOODCOLUMN LVLGIRDER 66WOOD o (2)2x12 VALLEY \ rc BE 2TO BE ONTINU U I I ARF,TO BE CONTINUOUS r COLUMN _ — [?� FROM ABOVE _ _ — — _ _ _ LUMN— — GABLE ENOALLAWE m p� 1 FRAM SECOND FLOOR TO TO BE 2%8IN He U S /� I RO F AND RE TOE 2%B STUD WALL 7/ 4X4 W0 D 2ND FLOOR PLAN CONTINUQQUUS M POST P. J SECONDFL00!{TO RO F / �— 2%fi COLLAR TIES(2)11'FROM FLOOR STUD WALL \ r NEW 1,,6,�X 1,,5"% 1.75 X 1420E LVL STRUCTURAL RIDGE 3'-0'POURED NEW 8X6 WOOD CONCRETE FOOTING COLUMN '07 1 _ II II 1 II 2X70 ROOF RAFTERS Q 16"O.C. I L �J (2)1.75X11.675LVLHEADERI I � \ OVERWINDOW \ 1 I 7U•'3" I 1 CRAWL SPAC 1 �RHEgDI LVM �OTO DERA�BOEW NDOE — 15' 16 5'-2%' I ii NEW 1'-6"X 1'-6'x EXBATHROOM 3'-0"POUREDNEW 2'A"X2'-0"X 10"POURED OLD MEEK ROOM NEW 2'-2"X2'-2"X10"POURED CONCRETE FOOTING \ I –_--------- CONCRETE FOOTINGS U CONCRETE FOOTING r , 3" STEEL L U E' c LGTEE YO STEEL UMNS(nP) NOTES. ROOF & CEILING PLAN ® NEW 2'-2'X2'-2"%10'POURED td 1 CONCRETE FOOTING FD o 1 -AII framing is to be in accordance with the New york State Building Code and the WFCM High Wind Addition r ERISTINGGIRDER - - - - - - - - —T 2-All concrete 3,500 psi after 28 days minimum. Design Loads: 3-All rebar ASTM A-615 Grade 60. -Roof-Live Load-35.5 psf- FA NEW 2X6 CCA FLOOR 4X4 WOOD COLUMNS Based on ASCE-7 and Pg=45 psf N 1 m ________ ____ FROM ABOVE 4-Footings are to be Installed on undisturbed virgin soil. pier Figure R301.2(5) a JOISTSQ 1fi'O.0 3 REMOVE CHIMNEY the bottoms of all footings are to be installed a minimum of 4'below grade unless Indicated otherwise. 1 � -Dead Load-15 psf NEW r-6^x1•-6'x ® 5-The Engineer is to be contacted if unacceptable or questionable soil is encountered during - 'POURED CONCRETE g 9 P Q g CONCRETE FOOTING 1 4X4 WOOD COLUMNS GARAGE o excavation. Unacceptable soil is soil containing clay and/or organic material. -Second Floor-Live Load-30 psf REPLACE ROT DAMAGED - psf 1 FROMABOVE JOISTS IN EXISTING DECKS Dead Load- 15 P As NECESSARY 6-All measurements are to be confirmed in the field. Discrepancies are to be brought to the r- r o attention of the engineer prior to material ordering and fabrication -Exterior Deck-Live Load-40 psf / \ Dead Load-15 psf L 7-AII lumber is to be No 2 or better Douglas Fir Larch(N)with the following minimum specifications: NEW rs^x r-s'x 1 Fb=825 psi -Wind Loads-120 mph-ASCE-7 fMWFRS-Method 2 3'-0'POUREDFv=95 psi Component and Cladding-Details from CONCRETE FOOTING I Fc perp=625 psi FEMA Coastal Construction Manual 1 E= 1,600,000 psi _ 1 3-All Laminated Veneer Lumber is to have the fallowing minimum specifications: 5 J. c6p d FID=2,900 psi ;o�� a� .. Plans are prepared by Condon Engineering,PC. It is a violation of the 1 $ StateNew York NEW2'-s°X2's'x 12^ Fv=290 psi I r peen unless acting cunder the direction atascensed Professional NEW BXB CCA COLUMNS POURED CONCRETE Fc perp=650 psi �m� v NEW TX 3'X 12"POU ED NEW TX 3'x12"POURED FOOTING sl an item bearing the seal of an Engineer,Architect,or Land Surveyor is " . W Engineer,Architect,or Land surveyor,to alter any item in any way. if E=2,000,000 I 0 1 CONCRE E FOOTING CONCRETE FOOTING \ p D�0 05]684 x altered,the altering Engineer,Architect,or Land surveyor shall affix to 1 5 m --1 —-- NEW 12•ia SONOTUBE ___ 9-All shays,connectors,plates,bolls,nails,etc.are to be galvanized or stainless steel. Designated connectors,shay etc.on F PRUFESSIO+°P� the item hislher seal and the notation"Attered by"followed by hislher It — _ _ L PIER(TT'P.) _ _ _ _ r 7 _ — _ _ _ _ —Ir _ these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted as _ __ _- signature and the date of such alterations,and a specific description of 157— \ indicated by Simpson. ` (�a� the alteration. L\ L___ I L_ _ 3-6nP.) — I —J GRDER2%IDCCA L—= 10-Double floorjolsts are to be Installed below all parallel walls unless noted otherwise. /► P.C. LUCK MILLER RESIDENCE A 11 -All sub floor for the new addition area is to be3/4"AC type plywood,tongue and groove,with an APA span rating of 48/24. SCALE: 1/4"=T-0' Condon Engineering, P ^ 1105 NAUGLES DRIVE NEW r.B"x ra^x 3•A^POURED 12-Solid blocking is to be installed mid span of all floor joists including existing joists In theater areas. Drawn by JJC 1755 Sigsbee Road MATTITUCK, NEW YORK � con'cRETEFooTRc Mattituck, New York 11952 13-A minimum of 2 jack studs are to be installed under the ends of all headers and girders. FRAMING PLANS 1ST FLOOR FRAMING AND FOUNDATION PLAN Date: 17/112003 (631)298-19611 NAILING REQUIREMENTS FOR 120 MPH, 3 SEC. PEAK GUST, " THICK ROOF SHEATHING WITH 8d COMMON NAILS ZONE ZONE2 ZONE3 Q FIELD 8" O.C. 12" O.C. 3" O.C. L PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 4 1 SIMPSON LSTA36 X4 WOOD COLUMN O O O Q O STRA RIDGE VENT 2X6 CCA SILL — R . (2)1.75 X 14.00 STRUCTURAL RIDGE STA12 Below RR ' •�`,'� •.r FILL CONIC BLOCKS SOLID Header Strapping Detail WITH GROUT TO FOOTING Simpson RR Structural Ridge/Rafter Tie Detail °�� ae, •'•� S� ASPHALT SHINGLE ROOF TO MATCH EXISTINGry^`;rSt; .^ CONCRETE BLOCK 5. � ,. N0.4 REBAR FOUNDATION WALL !' " 2X12 RAFTERS f,�y,;,l it @ i6"O.C. VENT BAFFLES (D Q O O (D O BETWEEN RAFTERS 3/i"PLYWOOD FLOORING FROM GABLE END WALLS TOA MIN.OF 4'INTO ATTIC 2X8 CEILING JOIST SECTION B-B R-30 FIBERGLASS — INSULATION N.TJ3 SIMPSON H2.5A HURRICANE TIES NEW 2X4 WOOD STUDS @ 16"O.C. AT EACH JOIST TO PLATE NEW 314" PLYWOOD — 1/2'PLYWOOD SHEATHING OOR O R-19 FIBERGLASS SIMPSON H2.5A HURRICANE TIES INSULATION IN FLOOR O AT EACH RAFTER TO GIRDER AREA BELOW BEDROOM ONLY (D m EXISTING N0FLOOR JOIST ALUMINUM GUTTER SIMPSON HU310 Y,PLYWOOD JOIST HANGER 2"CONTINUOUS VENT (3)1.76 LVL IRDS `EXISTING 2X4 W000 STUD Simpson Strong-Tie 2 OE LVL GIRDER WALL(TYP.) ill"GYPSUM BOARD CC66 R-13 FIBERGLASS 6X6 WOOD INSULATION COLUMN R-13 FIBERGLASS SIMPSON CC5Y46AND ECC5Y 6 EXISTING 2X4 WOOD STUD R-19 FIBERGLASS INSULATION Simpson H15 Rafter Tie Detail O COLUMN/GIRDER WALL WITH J"PLYWOOD INSULATION EXISTING 2X4 WOOD STUD TIES AT EACH SIMPSON FTA2 WITH SHEATHING(TYP.) EXISTING WALL WITH J"PLYWOOD Q O O O O (D COLUMN 32^LONG SUBIFLOOR SHEATHING(TYP.) 518"GALV.BOLTS (3)2X10 CCA GIRDER 02 INSTALL Y2"ANCHOR BOLTS — CO CCA THE PLATE ANCHOR BOLTS WOOD V OC AND WITHIN 12"OF 6'OC AND WITHIN 12"OF 51, COLUMN THE PLATE ENDS THE PLATE ENDS 1 Yq" GROUT BLOCKS SOLID GROUT BLOCKS SOLID O 0 1 a 21"x firx Yz'"Galvanized Plate � .. —_— EXISTING 3X6 FLOOR JOIST Both Sides Column Joint SIMPSON CB66 WITH EXISTING CMU WALLIFOUNDATION 23"x5"xYz' alvanlzetl Plate GALV.5/6"BOLTS AND POURED CONCRETE FOOTIN NAILING ZONES FOR ROOF SHEATHING IN 120 - i MPH PEAK GUST WIND ZONE _ h. _I EXISTING GRACE - __ ---- • �• �. i i• . , i� 12"0 SONOTUBE EXISTING CONCRETE SLAB AND SOIL BASEMENT n �- - - - -- FOOTING TO GRADE AND GARAGE FLOOR SCALE: 114=1'-9' �- - - 1 �4 (4)314 Inch b No.5 REBAR nuts,and he (TYP') 314 inch bolts, 2Yx PROPOSED TX TX 12" nuts,and washers POURED CONCRETE (3)1.75x9.5 2.0E LVL FOOTING SECTION A-A 2X8 CCA LEDGER WITH 314 inch bolts, SIMPSON H-2 5A HURRICANE TIES 518"LAG BOLTS FLOOR JOISTS TO GIRDER 9" NY,'Galvanized Plate nuts,and washers @ i6"O.C. I O (2)1.75x142.0E LVL 2X6 CCA SFLOO6 CCA R JOISTDECK ..—_.J— . .- _- v~F ry(Vf'.,., 14 X 2 9.6'x 518"A36 Steel Flitch Plates J. (2)1.75x9.52.OE LVL nuts3andwabolts, - -------- -- ---------- - -------------� — (3)2X10 CCA GIRDER --- �- - - -1 Y4' oWs and inch Its, &fes-d ati share wa ars SIMPSON HUS26 6X6 CGA WOOD POST - r JOIST HANGERS - 06168FESSIO4 SIMPSON CB66 WITH 518"BOLTS AND KWIL � — r GRADE 3' IN. — M . `, `, BOLT KBII 316SS Plans are prepared by Condon Engineering,P.C. It aviolation of the --—_—_ —. — '- ' /12L 12"0 SONOTUBE FOOTING 518-2914 New York State Education Law,Article 145,Section 7209,for any TO GRADE(TYP.) person unless acting under the direction of a licensed Professional (1)14"x 1l4"A36 Steel Flitch Plate Engineer,Architect,or Land Surveyor,to alter any dem in any way. If an item bearing the seal of an Engl near,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to 9.5"x 518"A36 Steel Flitch Plate SECTION D-D the item hislher seal and the notation"Altered by"followed by hislher FLITCH BEAM DETAILS signature and the date of such alterations,and a spedfic description of N.T.S. the alteration. SCALE 1"=1' SCALE: 114"=1'-0" Condon Engineering, P.C. LUCK MILLER RESIDENCE 1105 NAUGLES DRIVE �-� Drawn by JJC 1755 Sigsbee Road MATTITUCK, NEW YORK Mattituck, New York 11952 Date: 12/112003 (631) 298-1986 SECTIONS & DETAILS