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28103-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30202 Date: 05/20/04 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 370 HOBART RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 62 Block 3 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 19, 2002 pursuant to which Building Permit No. 28103-Z dated FEBRUARY 22, 2002 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 COVERED PORCH ADDITION, SECOND FLOOR DECK ADDITION, ADDITION AND ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #5185 DATED 10/29/02 . The certificate is issued to ROBERT & DONNA M MOSQUERA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0009 06/20/03 ELECTRICAL CERTIFICATE NO. 112293 05/05/03 PLUMBERS CERTIFICATION DATED 03/25/04 ROBERT MOSQUERA Authorized Signat Rev. 1/81 7) 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. 28103 Z Date FEBRUARY 22 , 2002 Permission is hereby granted to: ROBERT MOSQUERA 370 HOBART RD SOUTHOLD,NY 11971 for ADDS/ALTS TO SINGLE FAMILY DWELLING AS APPLIED FOR W/O GARAGE, AS PER TRUSTEE/DEC AND ZBA CONDITIONS at premises located at 370 HOBART RD SOUTHOLD County Tax Map No. 473889 Section 062 Block 0003 Lot No. 006 pursuant to application dated FEBRUARY 19, 2002 and approved by the Building Inspector to expire on AUGUST 22 , 2003 . Fee $ 1, 488 . 00 Aut ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 2 5 2M APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25,0'0, 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. J 2 S C) New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 -70 / I a B A P1 cl ©U kd L House No. pp Street Hamlet Owner or Owners of Property: X.&A G k $ o N pIl\ o 6. P, l� f 1 Suffolk County Tax Map No 1000, Section / ; '� p� Block Lot 60 Subdivision n Filed Map. Lot: Permit No. 9 o 3''Z- Date of Permit. )-"I- Applicant: c3 9e-P, ,I- Health Dept. Approval:_ '� c _ o / 1 Underwriters Approval: ,3 Planning Board Approval: Request for: Temporary Certificate Final Certificate:_ (check one) Fee Submitted: $ pplicant Sign e o�g11FF0�,�c o . Town Hall, 53095 Main Road � Fax(631)765-9502 P.O. Box 1179 �,y �� Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Q O l �"Z Owner: -1��� � ' `� .bn n c` M I�'1 as c� �. (Please print) Plumber: gabor+. o. rc,- 1 % Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 14 o l' (Plu bers Signature) Sworn to before me this 2 r' day of Mai-ch 2004-/ Notary Public, J11 County SUSAN K TOOKER W)TARY PUBLIC,State of New York No.olTO5078120 Qualified in Suffolk County Commission Expires May I��200 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. 670 MIDDLE COUNTRY ROAD Application No.: 112293 Permit Number: ST. JAMES, NEW YORK 11780 Block: Lot: (631) 265-3075 Fax(631)265-6057 section Owner: Robert Mosquera Agent: Robert Mosquera Address: 370 Hobart St. Address: 370 Hobart St. Municipality : Southold NY Southold NY License#: direct OwnerPhone: Agent: No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 45 Switches: 0 SubFeeds: 0 PoolsAbvBlo: 49 Receptacles: 0 Timers: 0 PoolslnGround: 8 GFCI Devices: 1 Transformers: 20 VA 0 Pools Filter: 0 Dimmers: 2 ACEqulpmentCentral: 30/30 0 Pools Lights: 35 MediumBaseFixtures: 0 ACEquipmentWindow 1 CO Detectors: 1 FfuroescentFixtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 1 RangeOvenCookTop: 40A 1 WhirlpoolHotTub: 20A 0 RefrigUnits: 0 DryerElectric: 0 Microwave: 0 WalkinBox: 3 ExhaustFans: 0 WaterHeaterElectric: 0 ExhaustUnit: 3 Ceili'ngFans: 6 SmokeDetectors: 0 SteamShower: 1 DW: 0 TrackLightingStrip: 0 BreadWarmers: 1 Laundry: 0 ElectricHeat: GarbageDisp: 3 HeatingEqulpMotors: 0 PumpMotor: 0 CentralVac: 0 ExitSigns: 0 Disconnects: 0 ChandelierLifts: 0 EmergencySigns: 0 FutureOutlets: 0 ElevatorLlfts: LOCATION OF WORK: ❑d Basement ❑Q FirstFloor RI SecondFloor ❑Q Outside ❑ Addition ❑ Survey ❑ New Const. Comments Renovation of Residence 5/07/03 /Additions OH W UG ❑ Amp: 200 Phase: 1 Volts: 240 Wire CU Conductor a #of 1 Temporary ❑ Type: Size: Meters: Memberl.A.EL Electrical Certificate Certificate No. 112293 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. THIS CERTIFIES THAT OUR LO L DISTRICT Certificate Issued on: 5/5/03 INSPECTOR CONDU D A N PECTION OF THE Issued to Robert Mosquera VISIBLE PORTION O T E E EC RICAL INSTALLATION DES RI E E EIN AND IS Address: 370 Hobart St. COMPLIANT WITX7HE U R T NATIONAL Southold NY ELECTRICAL D . Robert Mosquera 370 Hobart St. Southold NY Z7 IAEI Certified Inspector SEALED WOOD TRUSS DESIGNS for RESIDENCE - ` Southold Village, NY prepared for: Robert Mooquernw 2595 Village Lane Orient, NY 11957 prepared by, NASSAU SUFFOLK LUMBER & SUPPLY CORP. TRUSS DIVISION 517 LONG ISLAND AVENUE, MEDFORD NY 11763 Attn: Brian Mooney (631) 289-6900 FAX (631) 289-6907 EXECUTIVE OFFICES LOCATED AT 2000 OCEAN AVE.,RONKONKOMA,NY 11779-6534 PURCHASER IS ADVISED TO OBTAINAND FOLLOW TPI-HIB91 BRACING AND ERECTION RECOMMENDATIONSAND TO DISTRIBUTE TPI-HIB91 TO ALL PARTIES INVOLVED IN THE CONSTRUCTION OF THIS PROJECT. TRUSS SHOP DRAWINGS WILL BE THE SOLE SOURCE FOR TRUSS FABRICATION, PURCHASER MUST SIGN FOR APPROVAL TO FABRICATE AS PER NASSAU SUFFOLK LUMBER TRUSS SHOP DRAWINGS. BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: /Z/-7 /01 .DATE SUBMITTED:�j/6 /01 APPLICANT NAME:2nesm= SCTM# DISTRICT: 1,000 SECTION: BLOCK:,5 LOT: 46 _ STREET: 10 CITY: &OW(b SUBDIV. NAME: a �' n b PROJECT DESCRIPTION: b o S Z�'v. 'W 5 A,/ ? //•- , -2:; �Ysay�C ARCHITECT/ENGINEER< FAST TRACK? 00 SINGLE& SEPARATE CERTIFICATION-REQUIRED? uy NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any ttme after 7 1/ /8; ZONING DISTRICT: &t /7- 4�' CONFORMING? REQ.LOT$IZE: .L'/°'° ACT. LOTSM, , T�_..Q. LOT COV. ACT. LOT COV. REQ. FRONT 35 oc-•a- PROP. FRONT ,� / REQ SIDE Z /1v s-ACT. SIDE-rC 3 =/oa• REQ. REAR���1:61` PROP. REAR`J _ , A,b cFrAivcre- WATER FRONT? N° DESCRIPTION: PANEL #: FLOOD ZONE: AGENCY PERMITS REQUIRED FOR REVIEW f // SCy PRO�ALS RE UIRED: SUFFOLK COUNTY HEALTH DEPT YES r NO, (BED#): DTE:f�/ / •/ PERMIT#:R10-% NEW YORK STATE DEC: PRE- Ec /i 3� - 0' 2 3 0 600 SOUTHOLD TOWN TRUSTEES: S S" TOWN ZONING BOARD APPROVAL: o TOWN PLAN. BOARD APPROVAL: YES TOWN HISTORICAL PRE (SPLIA): YES NYS ENERGY: YES O NOGvrA'��w EGRESS (18 H min.? 4 sq ) . x o - - —LMHT(SQ. FT. x 8%) BUILDING PERMITS OP IRED: BP -Z/C/0 Z-_ _, HAVE PRE CO'S : Y O BP -Z/C/0 Z- , NOTES: /2- "Z/ci o. .► �t nr', .,.,IL 7 r [[ uc`T[ef►ii _ FEE STRU TUBE: FOUNDATION: SF FIRST FLOOR SF 198 SECOND FLR : ..ip SF �P6 INIT OTHER TOTAL TOTAL: B S FEE FEE FEE 'OT SF)- '( �a SF)= 10 SFX$ _$ �. o +$ �i� +$ _$ 9'� G i2-h 5/O, ce,.xc� ( C !4r c64/, ,-,5 S�a �� s't'y/ o d�'s� .� rc J� Ssc�Y / A cesveoo� ojagWOorJe.-4 //.0_3 le-4,14 4,.,� -qC— Q 4 d� �.+. �-7F� �� �'ce✓ - rus74" err/' G's"/4 4-c.K - I4I j ��d Cre-4 ww� -F Z�1l�e� 7�'t /klr /�itsPa� 4e eo � 7-6A �► s� µe.:e`f�o.�s, ems• s� (-7 p�Aj 64 411 rove ill✓/ ea+ 4.0-1 rvaya"41 f�poiu.'7� 3Acar�� �-7�►��ij s s�� 74 A='74.46 /soic s• g�{'�� �� -��" / e-c4 D APPEALS BOARD MEMBERS SpFfO�,� Southold Town Hall Gerard R Goehringer, Chairman �� 7 : 53095 Main Road Lydia A. Tortora C** P.O. Box 1179 George Horning _ Southold,New York 11971-0959 Ruth D. Oliva ZBA Fax;(631)765-9064 Vincent Orlando l �►� Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 29, 2002 Appl. No. 5185—ROBERT and DONNA H. MOSOUERA Property Location: 370 Hobart Road, Southold 1000-62-3-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's property is located on the west side of Hobart Rod (or Avenue) in Southold. The property consists of 9,127 sq. ft. of lot area with 125 ft. frontage along the road. It is improved with a two-story frame house (under renovation) as shown on the Joseph A. Ingegno survey dated December 11, 2000, amended May 28, 2002. BASIS OF APPLICATION: Building Department's June 17, 2002 Notice of Disapproval denying a permit to construct additions with alterations that will be located within 35 feet from the front and rear property lines. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 17, 2002 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: A variance is requested under Section 100- 244B and 100-242A of the zoning code, for proposed additions/alterations which will include a cantilever of 2 ft. on the first floor at the west end of the house, leaving not less than 31'5" from the property line, for a kitchen area, and porch addition which will have a front yard of 3.5 feet at its closest point to the front lot line. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections,the Board made the following findings: 1. Grant of an area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's home has a significantly reduced front yard area (7'6") from the front property line. Applicant proposes a front yard setback of 3.5 feet and a rear setback of 31.5 feet. During the hearing process, the Board recognized the very small front yard setback proposed, and reviewed the alternative 1 Page 2-,October 29,2002 - Appl.No. 5185-W Mosquera 62-3-6 at Southold options with the applicant. It was agreed that the new addition on the southeasterly side of the property would not be built any closer to the front line(15'4"). 2. The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue other than an area variance. 3. The variance granted herein is not substantial. The variance grants a modest reduction in the setback of the southwest corner of the building. 4. The variance granted will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. No evidence has been submitted to this board to suggest that this minor variance will have any adverse impact. 5. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions/alterations to the dwelling, while preserving and protecting the character of the neighborhood, and the health, safety, and welfare of the community. BOARD RESOLUTION: BOARD RESOLUTION: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Chairman Goehringer, seconded by Member Orlando,and duly carried to: GRANT the variance as applied for and shown on the Joseph A. Ingegno survey dated December 11, 2000, amended May 28,2002. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Goehrin ora, a Orlando. (Members Oliva and Horning were absent. is Resolution duly adop (3- gg ',G61ard P. Goehringer- pproved for Fi ' g BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: ---' /a/ /02 DATE SUBMITTED:a /x/02 APPLICANT NAME: Rwezr- SCTM# DISTRICT: 1,000 SECTION: Ems? BLOCK: 3 LOT:_ STREET:,3�6 o % CITY: SUBDIV. NAME: yl, ,ale PROJECT DESCRIPTION: w1ry 7,e 76r-,s f 2)Ec 1&e� As? ESTIMATED PROJECT COST:411 opo ARCHITECTENGINEER: � rnlB,tlry�/ FAST TRACK? Aim- y9 SINGLE & SEPARATE CERTIFICATION-REQUIRED? iY° NOTES: LATS 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 7/1/8. ZONING DISTRICT: -yo CONFORMING? REQ. LOT SIZE:KJ(e,000 ACT. LOT SIZE: 9, /26 REQ. LOT COV. off% ACT. LOT COV. )3 ) "a REQ. FRONT " PROP. FRONT ?:S REQ SIDE o/2,5�- ACT. SIDE 7.S►�moi. REQ. REAR 35 PROP. REAR Qy gAeaee- 7wzw 7=/r:b WATERFRONT? DESCRIPTION: PANEL #: / sg FLOOD ZONE: X APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: ES r NO, (BED #): ..!> DTE: 0 / S / o i PERMIT#:R10- o -co q TOWN SEPTIC RECEIPT: Y or NEW YORK STATE DEC: PRE-nEc 9/1/ YE r NO 438 SOUTHOLD TOWN TRUSTEES: r NO S aoc3 TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES o1� NYS ENERGY: YES ORO Ivo W�sw EGRESS (18 H min.? 4 sq al) VENT (SQ. FT. x 4%) LIGHT (SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , HAVE PRE CO'S : Y OR N BP -Z/C/o Z- , NOTES: rO.�ir.sAAe.J � tC �1 orct _ FEE TRUCTURE: FOUNDATION: [, SF FIRST FLOOR SF 9�sf SECOND FLR SF ��S 22sf INIT OTHER TOTAL TOTAL: 1 SF-r7 FEE FEE FEE FEE COT(-,WC SF)= SF)= ff�&— SF X $ .3 =$ +$ ty +$ _$ � S 1 ' �s c' MiTek® MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re:atoz Telephone 314/434-1200 Fax 314/434-5343 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Nassau Suffolk Lumber Pages or sheets covered by this seal13935500 thruI3935504 My license renewal date for the state of New York igune 30,2005. OF NEW Y �P�J AqC� r w LU -080P ROfiESS\�� October 10,2002 Garcia,Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI-1995 Sec.2. s Jobruss russ ypety y 13935500 ATOZ T51 MONO TRUSS 5 1 (o tionaq s u r e n ustrtes, nc. on ct age -F---�r 4-2-4 8-0-0 , 6 8( 0 34" 39-12 >rn US 11 II Scale=1:41.1 4.00 F,2 3 30 2 I i 4x4= 39.75 12 3x5 11 7 8 5 4 4x8= 4x8= 8-0-0 r 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.53 Vert(LL) 0.06 4-5 >999 MII20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.37 Vert(TL) -0.08 4-5 >999 BCLL 0.0 Rep Stress Incr /YES WB 0.18 Horz(TL) -0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min 1/defl - 240 Weight:52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP N6.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling direcdy applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud*Except* 5-7 2 X 4 SYP No.2 REACTIONS(Ib/size);4=383/0-3-8,5=439/0-3-8 Max Harz 5=835(load case 3) Max Uplift4=-330(load case 3),5=-113(load case 2) FORCES(lb)-First Load Case Only TOP CHORD 6-7-49, 1-7=-190, 1-2=-101,2-3=23,3-4=-131,5-7=-237 BOT CHORD 4-5=164 WEBS 2-4=-23112-5=-158 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per SOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.15,and the plate grip increase is 1.15 2)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)4 and 5. 3)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Of N1 GA/gC' O9� r tt Uj2 ZM�O tio, pg� • �� 080 A9�FESS1 October 10002 A WARNM-V., f design paramslem and RJUD MOTES ON IM AND REVER86 SIDE 961086[186. Design valid for use only with Mffek connectors.Thb design Is based only upon parameters shown,and Is for an Individual building component to be installed and loaded vertically. Applicability of design parpmeters and proper Incorporation of component Is responsibility of building designer-not truss , designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during conshuctlon Is the responslbpMy of the erector.Additional permanent bracing of the overall shuetum b the iesponsbaly of the building deslgnet.For general guldonce regarding fabrication,qually control,storage,delivery,erection and brocing,consull OST48 Quality Standard,DSI-89/rackq SpecillaaMon,and HIS-91 M iTe4 ® Handling Installing and Srockng Recomss R mendation available from Truss institute,583 D'Onohb Drive,Madison,WI$3719. Job russ Truss Type ty y 13935501 ATOZ T52 MONO TRUSS 7 1 (optional) s Jul 15 2002 Mi- e n ustries,Inc. Mon Oct age -0.6.0 i 0.8-0 4-2.4 9.6-0 0-6-0 0.8.0 34.4 53-12 !Q r' 4X5= Scale=1:21.0 4.00112 4x4 2 9.75 12 8 I I 2X4 11 3x5 3 4 I� 3x4= 3x8= 3x4= r 8 0-0 9.6-0 8-" 1-6-0 Plate Offsetsil:Edge,0-0-111 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.51 Vert(LL) 0.03 5-6 >999 M1120 197/144 TCDL 10.0 Lumber Increase !1.15 BC 0.21 Vert(TL) -0.06 5-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 5 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min 1/deft = 240 Weight:46 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6.0.0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud*Except* 682X4 SYP No.2 REACTIONS(lb/size) ::6=422/0-3-8,5=565/0-3-8 Max Horz 6=229(load case 4) Max Uplift6=-147(load case 3),5=-2750oad case 3) - Max Grav 6=422(load case 1),5=566(load case 6) FORCES(lb)-First Load Case Only TOP CHORD 7-8=49, 1-8=-15916-.S=-204, 1-2=-111,2-3=-92,3-4=-60 BOT CHORD 5-6=348,4.5=44 �'i WEBS 2-6=-321,3-5=-244,2-5=-346 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category I,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per BOCA/ANSI95 H end verticals or cantilevers exist,they are exposed to wind. H porches exist,they are not exposed to wind. The lumber DOL increase is 1.15,and the - plate grip increase is 1.15 3)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)6 and 5. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard F NEI,t,Y ��P �JPN�gq�i9 O9� r tr LU 2 ZdI�O �o 09" ?� 080 AROFESS10 October 10002 A WARMNO-Ywft&reign parwntten and REM►VOTES ON TRIS AND R61f==RMS BJr"=USE. Design valid br use only with Mrtek connectou.This design is based only upon parameters Individualwn,and b for an Individual building component to be a Installed and boded verticalN• Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss , designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsil of the erecta.Additional permanent bracing of the overall structure Is the respons9sWty of the building designer.For general gul lone iegading fabrication.qually,control,storage.delwry.erection and bracing,cornua CST-86 Quality Randard.D6,-09 Brackq Speefta ton,and HIA-91 M iTe k® Hand"M tating and trach g Itecommendallon avert able from Russ Plate Institute.$83 D'Onotrb Drive,ModbM WI 53719. 1 Job russ russ ype Oty y 13935502 ATOZ T53 FINK- 11 1 (optional) SW R-MgM,MEDFORD,NY 11763 . s Jul 16 2002 Mfe n ustries,Inc. Mon Oct age -1-0-0 5-1-11 i 1043-0 14-105 20.0-0 21.0-0 1-0-0 5-1-11 4-10.5 4-105 6-1-11 1-0-0 z� , scale=1:36.0 4x4= 4 4.00 12 2x4 O 2x4 3 5 2 6 ' Io DO 3x4= 9 a 3x4= 3x4= 3x4= I 6-9-2 13-2-14 20-0-0 6.9-2 65-11 6.9-2 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.42 Vert(LL). 0.10 9 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.58 Vert(TL) -0.19 8-9 >999 BCLL 0.0 Rep Stress Incr ;YES WB 0.22 Horz(TL) 0.05 6 n/a BCDL 10.0 Code BOCA/ANSI95 1st LC LL Min I/defl = 240. Weight:80 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 4-1-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-5 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS(Ib/size) 2=1077/0-3-8,6=1077/0-3-8 Max Horz 2=26(load case 2) j Max Uplift2=-381(load case 2),6=-381(load case 3) FORCES(lb)-First Load Case Only TOP CHORD 1-2=5,2-3=-2014,3-4=-1761,4-5=-1761,5-6=-2014,6-7=5 iBOT CHORD 2-9=1880,8-9-1343,6-8-1880 WEBS 3-9=-309,4-9=485,4-8=485,5-8=-309 NOTES i 1)This truss has been checked for unbalanced loading conditions. ' 2)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.15,and the plate grip increase is 1.15 3)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)2 and 6. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard I OF NEw y CO 71 I r Cr W 2 � 0.08000P��.� °FESS%°N October 10,2002 A&WARMING-VerM design parameters and RLAD Norm ON TB18 AND REVER==z BP.FGRE USE. Design valid fof use only with MRek connectors.This design h based only upon pofameters shown,and Is for on Individual building component to be � installed and loaded vertically. Applk:obility of design parameters and proper Incorporation cf component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stobiiity during construction Is the responsibility of the erector.Additional permanent bfacing of the overall structure Is the responsIDWy of the building designer.For penerol guldonce mWiding fabflcation,quality control,storage,desvery,erection and bating,consult OST-aa Quality standard,DSI-19 Imcing specificatlan,and NIS-91 M iTek® Handing InstaNing and Sraeinq Sm ecomendatlon avolabls hom Truss Plate Institute,W3 D'Onofflo Drtw,Madison,W11,53719. � Job cuss russ ype ty y 13935503 ATOZ T54 FINK 9 1 - (optional) -WA'5W SUFFOLK LUMBER,MEDFORD,NY 1176;3 4.20T SRI s Jul 15 )ct age A." 3-10-11 748.0 11-1.5 IS." i18-00 1-0-0 3-10-11 3-75 3-75 3-10-11 10 0 'tom Scale=1:27.8 4x4= 4 4.00 Fl2 2x4\\ W41 3 5 2 8 _ 9 8 3x4— 3z4= 3x4= 3x4= i r 51-2 9-10.14 150-0 5.1-2 4.9.11 51-2 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.24 Vert(LU 0.05 9 >999 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.38 Vert(TL) -0.09 8-9 >999 BCLL 0.0 Rep Stress Incr ,YES WB 0.15 Horz(TL) 0.03 6 n/a BCDL 10.0 Code BOCA/ANS195 1st LC LL Min I/defl = 240 Weight:61 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 5-1-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS(lb/size) 2=827/0-3-8,6=827/0-3-8 Max Harz 2=-20(load case 3) Max Uplift 2=-3 1 0(load case 2),6=-310(load case 3) i FORCES(lb)-First Load Case Only TOP CHORD 1-2=5,2-3=-1446,3-4=-1268,4-5=-1268,5-6=-1446,6-7-5 BOT CHORD 2-9=1342,8-9=979,6-8-1342 WEBS 3-9=-208,4-9=337,4-8=337,5-8=-208 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind bads generated by 90 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanl'ine,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per BOCA/ANSI95 If and verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.IS,and the plate grip increase is 1.15 3)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)2 and 6. 4)This truss has been designed with ANSI/TPI 1-1995 criteria. I LOAD CASE(S) Standard Of NERVY a ��P �JPN GAgc0 ,9 f r Q i W 2 0.08009" v R�FESS%ONP October 10,2002 A WARMM-17er{Jt f d4ti ►pammtRere and Rr"Noma ON TM ATPD JW VF M SWZ BZMIW rasa. ®' � Design volld lot use only with MRek connectors.This design Is based only upon parameters shown,and k for on IndNldual bulding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsiblgty of the erector.Additional permanent bracing of the overall structure is the responslblity of the bulding designer.For general guidance regarding fabrication,qualify control,storage,delvery,erection and bracing,consult 0948 Quality Standard,D311-89 RraeN Specftalton,and HIS-91 M iTek® Handling Mrf mV and Rrockn9 Recommendatlon avalloble from Truss Plate Institute,393 D'Onoblo Dslw.Madison,W163719. fJob Truss russ ype ty Y (, 13935504 ATOZ T55 MONO TRUSS 13 1 (o tional) FORD,NY 11793 . sJulr e industries,Inc. Mon Oct age -t-0-0 41.11 8.0-0 1 0-0 41.11 3-10-5 a 2x4 11 Scale=1:20.6 4 4.00 F12 2x4 3 2 2x4= 3x4 8-0.0 8-0.0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.29 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.36 Vert(TL) -0.17 2-5 >537 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) -0.00 5 n/a BCDL 10.0 Code BOCAIANS195 1st LC LL Min I/defl = 240 Weight:34 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS Ob/size) - 2=477/0-3-8,5=385/0-3-8 Max Horz 2=303(load case 3) Max Uplift2=-219(load case 2),5=-142(load case 3) FORCES 11b)-.First Load Case Only TOP CHORD 1-2=5,2-3=-423,3-4=0,4-5=-157 BOT CHORD 2-5=393 WEBS 3-5=-421 NOTES 1)This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level,using 10.0 psf top chord dead load and 10.0 psf bottom chord dead load,0 mi from hurricane oceanline,on an occupancy category 1,condition I enclosed building,of dimensions 45 ft by 24 ft with exposure D ASCE 7-93 per BOCA/ANSI95 It end verticals or cantilevers exist,they are exposed to wind. H porches exist,they are not exposed to wind. The lumber DOL increase is 1.15,and the plate grip increase is 1.15 2)Four RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)2 and 5. 3)This truss has been designed with ANSIfTPI 1-1995 criteria. LOAD CASE(S) Standard 01F NE►•yY �JPN GAnC 09� r tS to 2 Z��O �0.08009 9�FESSIGNA October 10,2002 A WARMIYO-Ve ft deafyn parameters and ROAD NOTES ONTBIS MID REVERSE SIDE BZFORE USE. Design valid for use only with Miliek connectors.this design k based only upon parameters shown,and k for an Individual building component to be Installed and tooded vertically. Appllcablllty of design parameters and proper Incorporation of component Is iesponsibllRy of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction Is the iesponslblUty of the erecta.Additional permanent bracing of the overall structure is the tesponslbUtty of the building designer.For general guidance regarding fabrication,quality control storage,doWery,erection and bracing,consu8 OST-88 Guoary standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation avalloble from Truss Plate Institute,593 O'OraBb Drive,Madison,WI$3719. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 17, 2002 TO: Robert Mosquera 370 Hobart Road Southold,NY 11971 Please take notice that your application dated March 15, 2002 For permit to make additions/alterations to an existing single family dwelling at Location of property: 370 Hobart Road, Southold,NY County Tax Map No. 1000 - Section 62 Block 03 Lot 06 Is returned herewith and disapproved on the following grounds: The proposed addition/alteration to a non-conforming single family dwelling on a non-conforming 9,128 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIV Section 100-242A which states: "Nothing in this article shall be deemed to prevent the remodeling reconstruction or enlargement of a non-conforming building containing a conforming use,provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" The existing, non-conforming, single-family dwelling currently has a front yard setback of 7.5 feet and a rear yard setback of+/- 33 feet. Plans note a new front yard setback of+/- 3.5 feet and a new rear yard setback of+/- 31.5 feet. Therefore, the proposed addition/alteration is not permitted pursuant to Article XXVI, Section 100- 244, which states that non-conforming lots measuring less than 20,000 square feet in total size require a minimum front yard setback of thirt -fY ive(35) feet and a minimum rear yard setback or 35 feet. Total lot coverage, following the proposed addition will be+/- 16 percent. 4 A t ed Signature CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Albert J. Krupski, President Town Hall James King,Vice-President OSVFF��/�'C 53095 Route 25 Artie Foster 0 ��jl P.O.Box 1179 Ken Poliwoda �� Southold,New York 11971-0959 e3 Peggy A.Dickerson Telephone(631) 765-1892 O : Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 21, 2002 Mr. Robert Mosquera 2595 Village Lane Orient,NY 11957 RE: 360 Hobart Rd., Southold SCTM#62-3-6 Dear Mr. Mosquera: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday,February 20, 2002: RESOLVED,that the Southold Town Board of Trustees APPROVE the Amendment to Permit #5297 to construct_a 20'X 20' extension to the dwelling and a 20'X 21' garage,with the condition of a 25' non-disturbance buffer, drywells to contain the roof run-off, and hay bales placed down at the 25' non-disturbance buffer line before any activity begins, all as depicted on survey dated December 11,2000 and last revised November 9, 2001. This is not a determination from any other agency. If you have any questions,please call our office at(631) 765-1892. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:lms NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 41 N DEC PERMIT NUMBER EFFECTIVE DATE 1-4736-02823/00601 November 2 2001 FACILITY/PRO=M NUMBER(a) PE , 1,1.' EXPIRATION DATE(8) IIadar the Mwirewu ntal e mservaum Ld r November 20, 2004 TYPE OF PERMIT ■ New O Renewal O Moditicatica'O Permit to Construct O Permit to Operate O Article 15, Title 5: Pro- ❑ 6NYCRR 608s water Quality O Article 27, Title'7; tection of haters Certification 6NYCRR 360: Solid O Article'15, Title 15: O Article 17, Titles 7, 8: Waste Management' water SPDES O Article 27, Title 91 Supply 6NYCRR 373: Hazard- 13 Article 19: Air Pollution ous Waste Management ❑ Article 15, Title 15: Control Water Transport O Article 34: Coastal Ero- ❑ Article 23, Title 27: Sion O Article 15, Title 15: Mined Land Reclama- Management Long tion Island Wells O Article 36: Floodplain O Article 24: Freshwater ' Management O Article 15, Title 27: Wetlands Wild, ❑ Articles 1, 3, 17, 19, Scenic and Recreational ■ Article 25: .Tidal Wetlands 27, 37; 6NYCRR 380: Rivers Radiation Control PERMIT ISSUED TO L(631) EPHONE NUMBER Robert and Donna Moe era 323-0002 ADDRESS OF PERMITTEE 2595 Village Lane, Orient Nat 11957 CONTACT PERSON FOR PERMITTED WORX TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY MOSUM Pr rt , 370 Hobart Road, Southold NY LOCATION OF PROJECT/FACILITY SCTM #1000-62-3-6 COUNTY s TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Town" Creek E:716.6 N:4549.2 Description of Authorized Activity Construct an addition to the existing Single family dwelling, finish renovations to the dwelling, construct a garage, and upgrade the sanitary system. All work shall be performed in accordance with the plans stamped NYSDEC approved on 11/20/01. By acceptance of this permit, the permittee agrees that the permit is contingent compliance with,the ECL, all applicable regulations, the General Conditions specified (Seo�:r2ca 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: #40, SUNY, Stony Brook, NY 11790-2356 JChl1 and (MRP) A O I SIGNATURE DATE Page 1 of 4 November 20, 2001 o��gpFFO�,�cOG o� y� H Town Hall,53095 Main Road Fax(631)765-1823 P.O.Box 1179 1i Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: ROBERT & DONNA M. MOSQUERA 2595 VILLAGE LANE ORIENT, N.Y. 11957 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 370 HOBART RD. , SOUTHOLD, N.Y. TAX MAP NUMBER - 1000-62-3-6 Pursuant to Section 45-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and building activities until this order has been rescinded BASIS OF STOP WORK ORDER: CONSTRUCTION BEING DONE WITHOUT A BUILDING PERMIT CONDITIONS UNDER WHICH WORK MAY BE RESUMED: WHEN BUILDING PERMIT IS OBTAINED. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: JAN. 26, 2001 JOHN M. BOUFIS BUILDING INSPECTOR (CERT. MAIL) CO NTSFOUNDATION r. FOUNDATION(2ND) ROUGH FRAMINGPLUMBING •�L-ii� .�'%/ �!� / /'ice_ /�_ �i , _� �•/ f t - INSULATION PER N.Y. STATE ENERGY ��`_ -moi'� ,� , � �- - � `�►J!�'► ��'�����._ 6./i /� � �����i/lam/`✓_ OD ADDITIONAL COMMENTS MEW— volpi'W'Sp- 'IPA Uf//7, J suiwiNa DEPT. INSPECTION [ ] FOUNDATION IST [ OUGN PLBG. [ ] FO�UNDATION 2ND [ ] INSULATION [ �iFRA ING [ ] FINAL [ ] FIREPLACE & CHIMNEY R ARKS: DATE D INSP 0 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL E CHIMNEY REMARKS• AA Z7 G 7lo j DATE �/ �� a 8PECTOR suu.cINc oar. INSPECTION [ ] FOUNDATION IST [6AIROUGH PLBG. [ ] F ATION 2ND [ ] INSULATION � [ F MING [ ] FINAL [ FIREPLACE S CHIMNEY Ole, REMARKS: � D DATE //7 � INSPECTO BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ jR GH PLBG. [ ] FOUNDATION 2ND [ INSULATION ] FRAMING [ 1 FINAL [ ] FIREPLA & CRIMNEY REMARK � I� DATE O� INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST >[ ] ROUGH G.FOUNDATION 2ND CATION ] FRAMING NAL [ ] FIREPLACE & CHIMNEY, [ ] FIR FETY INSPECTION REMARKS: AK, /'24 DAn O INSPECT / a3 suauiNa DE". INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE S � INSPECT07 i 3 ass-iso2 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE r d�-- INSPECTOR A�A93 suauiNo oar. 'NSPECTION [ ] F UNDATION IST [ ] ROUGH PLB6. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMAR S• r DATE ��� INSPECTO TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . 'BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 DEC . . . . . . . . . . .. . . . . . . . . . . . TEL: 765-1802 TRUSTEES . . . . . . . . . . . . . . . . .. . . . . NOTIFY: CALL . . . . . . . . . . . . . . . . . . mined..... ........... 20.... MAIL TO: . Approved.................. .... Peradt No. ..25 "i S..�.'�LIA�.n..�li.......... Disapproved a/c ................ ...�I?�e N N,j.................. ...................................................... ....(Building-Inspector)........ APPLICATION FOR BUILDING PERMIT Date. . . . . . . . . . . . . . . . 2G. . . . BL6G INSTRUCTIONS a, is application must be completely filled in by typewriter or in ink and submitted to the Building Inspector 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MAD, 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 in buildingfor necessary inspections. . :! Il--.... . (Signature of appli - t, or name, if a cornorationl co�c7f--"�-Vi-I 1 f.)Cori eco- ;I.. -7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builds Q n ................. . Name of owner of premises .!�� �r. -�;f 1 J`... ..(l�c. k.a..!. �:�Q u F. ......................... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Name and title of corporate officer) Builders License No. ......................... Plumbers License No. Electricians License No. --Z-a(;J L-----•--- Other Trade's License No. .................... I. Location of land on which proposed work will be done. .49........................................................ qJ. :O..............l -ol� r-...La.............�J..oa 1 ..................................... House Number Street Hamlet County Tax Map No. 1000tion � ?ot-,- ... Block ..61.Q0 Lot . �? ow Subdivision.......-.n.tp No. Name) .. ... Lot ............................. Filed Ma .. ........ ( 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy4�- ...... ................................................. b. Intended use and occupancy C C L 1 3. Nature of work (check which applicable): New Building .......... Addition .......... Alteration Repair ............ Removal ............. Demolition .....4...... Other Work .................................. At('� (Description) 4. Estimated Cos ;l.}001:�................ fee .............................................. (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of'dmaelling units on each floor ...' � ...... Ifgarage, number of cars ...............�.�. ............... 6. If business, commercial or mixed occupancy, specify na(tu��re and extent of each type of use....n.L.� 7. Dimensions of existing structures, if any: Front...1.}P ......... Rear ...1(P........ Depth31:91a......... height Uflr—. Q1O 0.......... Number of Stories ....0.......... Dimensions of same structure with alterations or additions: Front ... Rear ............... . Depth ........a A:':.c.... Height ..5 A.—%,;'......... Number of Stories lr........... 8. Dimensions of entire new construction: Front "ry V f�y... Rear ............... Depth .............. Height ......................... Number of Stories .. ................ 9. Size of lot: Front A�L.��........ ... Rear ...U�5.......... Depth ..g.�1:5.`. ........ 10. Date of Purchase 1 b .. Name of Former Owner : �h�`1T� ..4� ....... 11. Zone or use district in which premises are situated lG.v.l�! �f'................................... 12. Does proposed construction violate any zoning law, ordinance or regulation- J-�Q................. 13. Will lot be regraded ...n-(D .......... Will excess fill be removed from premises: YES QND 14. Names of Owner of premises .o:m:'Zkldress Name of Architect 56�=`....................... Address .............................. Phone No. ............ Name of Contractor .�C:�-f ...................... Address ..........................Phone No. ............ 15. is this property within 300 feet of a tidal wetland? * YES .... ..... NO .... *IF YES, S0LM-1 LD M4N 7iaM ES PEUMIT MY BE MYIId-. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate tAwther interior or corner lot. fio AUS � v a o � � 6 �v srnlr ar taxa xuz, SS IV 9-7 06-/0w Out1N}Y Ot% . ... ......... .......... .. .. ...............being duly sworn, deposes and says that he is C}ve applicant (Demme of individual signir.mg coi tfactY above mammed, Ileis Live ...........� ....R............................................................... ........ y -a' (Contractor, agent, corporate officer., etc.) of: said owner or owners, and'is'duly-authorized to perform or have performed the said work mxl to make and file Lhis application; that all statements contained in this application are true to the best of his knowledge and belief; arxl Lhat the work will be performed in the marnvr set- forth in the application filed therewith. Sworn to before this .........r1. .. ay of Q,�°. 20. U Notary is .. ..... . @ .. ..Az. N-�ryp ate of -' '''''''''''''` 0:52-4661406 Signature of Appi. . ant) Qu ified in Suffolk CountD I Comm ion Expires Dec.31 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS R�UILDING DEPARTMENT Do you have or need the following,before applym) TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Phuuung Board approval FAX: (631) 765-9502 Survey PERMIT NO. Check Septic Form N.Y.S.D.E.C. Examined 20 Trustees Contact: Approved 20 Mail to: Disapproved a/c Expiration 20 Phone: Building Inspector APPLICATION FOR BUILDING P �. .,_. . INSTRUCTIONS Date a. This application MUST be completely filled in by typewriter or in ink and submitted to the Buil sets of plans, accurate plot plan to scale.Fee according to schedule. Inspector with 3 b.Plot plan showing location of lot and of buildings onpremises,relationship to adjoining premises or public streets or areas., and waterways. c. The wsrk covered by this application may not be commenced before is d. Upon approval of this application,the B suance of Building Permit• shall be kept on the premises available for inspection�Inspector will issue a Building Permit to the applicant. Such a permit e.No building shall be occupied ored.in whole throughout in amort foroan issues a Certificate of Occupancy. P Y Purpose what so ever until the Building Inspector f.Every building permit shall expire pernut shall be the work authorized has not co� issuance or has not been completed within 18 months from such date.If no zoning within 12 months after the date of Property have been enacted in the interim,the atnendt eror other regulations affecting the addition six months. Thereafter,a new, Inspector may authorize,in writing,the extension of the permit for an APPLICATION IS e r��' HEREBY MADE to the Building Department for the ' Building Zone Ordinance of the Town of Southold, Suffolk County,New York, Issuance of a Building permit pursuant to the Regulations, for the construction of buildings, appheable Laws, Ordinances or additions,or alterations or for removal or dem0htion as herein described. The applicant agrees to comply with all applicable laws,ordinauces,buil ding authorized inspectors on premises and in building for neves fie'housing cede,and regulations;and to admit nary inspections. (Signature of t or ,if a corporation) (Mat7ing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician,plumber or builder Name of owner of premises (jG on—the tax C If applicant is a corporation, signature of duly authorized officer rollor latest deed) (Name and title of corporate officer) Builders License No. ,,Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work > will be done: House-Number Street Hamlet County Tax Map No. 1000 Section lock ' Subdivision Lot > .1 (Name) Filed Map No. Lot �. State existing use and occupancy of_ es and intended-use and occupancy of proposed construction: a. Existing use and occupancy S. . b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair RemovalDemolition Other Work :: - (Description) �. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 'I Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions o estructures,if any:Front Rear tru.fisting + Depth .. Height Number of Stories ,� Dimensions of same structure with alterations or additions: Front -Rear Depth Height Number of Stories I 8. Dimensions of entire new construction:Front ! ; ' Rear ' ; Depth Height - Number of Stories D v- 9. Size of lot: Front Rea Depth 10. Date of Purchase r ���� Name ofFormer Owner �' 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 CA 0 4r . "3 .1ltia_ i tj`] 'a457 Phone No. I-323 6a ,,L 14. Names of owner of premises, Name of Architect Address 6 Phone No ti Name of Contractorss '' `' 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 REQUIRED. *� 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK S: U CONTY OF r being drily sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application-, that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 2002— Notary 0D2— Notary Public Signature of Applicant LYNDA M.BOHN NOTARY PUBLIC,State of Now Yb* No.01 B06020932 Qualified in Suffolk County Term Expires March 8, 20 STATE OF NEW YORK ) ss: COUNTY OF SUFFOLK ) -- A&t A� &Arnim , being duly sworn, deposes and says: That deponent is over the ageof18 years and resides at -7675'_ L(,\� Lp j)e ev 7rLW 6ug- . rV y i jqz< That on the 4-day of Fe w" , 200UeponentAMIIMMengineer, licensed by the State of New York, hereby states that/he accepts full responsibility for the accompanying plans compliance with the.New York State. Fire.Prevention and Building Code (9 NYCRR); said plans pertain to property located at SCTM# 1000- 62-o street address-_5 7ro 4&La,&rL7 AUtrkaw� .40 DY4*6V Engineer Sworn Sworn to before this dayj#__& 7 , 2001. CAI'r. OLAND Notary Pulfty Public,State of New Yarn No.4796237,Suff k Term Expires cc: Applicant l w 4 2' J2 D TOWN OF SOUTHOLD SURVEY . . . . . . . . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . . TOWN HALL SEPTIC FORM . . . . . . . . . . . . . . . . . . . SOUTHOLD, N.Y. 11971 DEC ....... .. . . . . . . . . . . . . . . . . . . TEL: 765-1802 TRUSTEES. .. . .. . .... . . . . ... .. . . NOTIFY: CALL . . . . . . . . . . . . . . . . . . Examined..... R ........... 2,1) . MAIL TO: .�C`W e—!�qS.?PrA,1Z. . Approved................ .... Permit No. . �• - .. 5 9 ........ Disapproved a/c ................. NSI:................. ...................................................... ....(Building•Inspector)........ n G APPLICATION FOR BUILDING PERMIT !1 �3 Date. . . . . . . . . . . . . . . . . 20. . . . BLDG.D�PL p �' INSTRUCTIONS a. s application must be campletely filled in by typewriter or in ink and submitted to the Building Inspector 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. c. Time work covered by this application may not be cammenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughamt the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICAI•ION IS HEREBY MAD- to the Building Department for the issuance of a Building Permit pursuant to the Building 'Lone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. • (Signature of applit, or name, if a cornnrsrionl r,er4 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builds Q. .......... ......................................................................................... Nan- of owner of premises .R-Qb?E�.P;f14.JDO!�n o.M.H© Q w!�re,.......... (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. ......................................................... (Nan- andtitle Ofcorporateofficer) Builders License No. ......................... Plumbers License No. ......................... Electricians License No. ..L p�; ......_•• Other 'trade's License No. .................... I. Location of land on which proposed work will be done. ..0 .................... �+ . 2d... ... ...: .I:ha l� .................................. ............................. louse Nuuher ............ Street Harslet County Tax Map No. 1000 tion � .off,,•• . Block a Lot �'• CCO Subdivision .........n.F6..................... Filed Ma No. ...• . (Name) P ............... lot ............... 2- State existing use and occupancy of premises and intended use and Occupancy a. Existing and occupancy +;.�CC l�� of proposed construction: use .................................................. b* Intended use and occupancy 3. Nature of work (check which applicable): New Building .......... Addition .......... Alteration CQ".?�?��1i 0 5 Repair ............ Removal ............. Demolition ............ Other Work .................................. (Description) 4. Estirmntecl Cos .`(�.i.b Q��.:............ fee .............................................. (to be paid on filing this application) 5. If dwelling, number of dwelling units tbTber of doe-]ling units on each floor ...P.N.�P...... If garage, mummer of cars ................ .� :.............. II 6. If business, commercial or mixed occupancy, specify nature and extent of each--type of use....^.1.P........... 7. Dimensions of existing structures, if any: Front...j. 1r ?........ Rear ...[(4`` ?........ Deptim3a�%......... IIeiglmtUO K-1. Q.--)0.......... Number of Stories .... .......... Dimensions of same structure With alterations or additions: Front ...5.C?:-fy\P—. Rear ............... Depth ........5A:`:...... Height ..J r^i:`:!t,?......... Number of Stories .1.......... 8. Dimensions of entire new construction: Dont . .�. .. Rear ............... Depth .............. Height ...............``.......... Number of Stories ..................... 9. Size of lot: Dont .k���............. Rear ...�D'.5.......... Depth ..� .. ........ 10. Date of Purchase .��b .. Name of Former Owner Z]I.` i �IT ..� ....... 11. Zone or use district in which premises are situated :!.m.���.v.l �CL .'.................................. 12. Does proposed construction violate any zoning law, ordinance or regulation: A.--�Q................. 13. Will lot be regraded ... D.......... Will excess fill be removed from premises: YEStQ 14. Names of Owner of premiseslRt. .. � cs-H.HC)sWr=a995 VY-kl v-Ln Oo.... none No.-3.�Q:C0.ka Name of Architect :-,!&'r.N�:e....................... Address .............................. Phone No. ............ Name of Contractor �.................. ... Address .1.� ..........................Phone No. ............ 15. Is this property within 300 feet of a tidal wetland? * YES ....1!.... ND .... *IF YES, SULMU.D MM MlSITES PEW"MAY BE W!QRFF.D. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate wl,ether interior or corner lot. Ave 9.7 s_ o l2- S � 0 C-1 0 oyt '6 b /l 4�- v M Z> 0 v srnlr or 1a*111K, aS N `i--7os-how0"17 (Jf . ...J....�... .......... ...i. .. J.`.1.. .............being duly sworn, deposes and says that tie is the appl.icanC Min of individual signing contract)£ alxNe named, Ileis time ........... w .� ............................................................... ......... (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 tn.�e to the best of his knowledge and belief; and that the work Will be performed in the mmmanner set forth in the application filed therewith. gworn to 1before this .........I.- .. ay of �4°. ?> 20,0 U Notary is .. ..... ........ ............. . Notary P ic,State of New York ' . ` 0152-4661406 (Sm_nature of Appl. ant) Qu ified in Suffolk County Comm Sion Expires Dec.31 Robertn nn a d Donna M Mosquera +f g 2595 Village Lane ,: Orient, New York 11957 (631) 323-0082 October 12, 2000 Town of Southold Building Department Town Hall Southold, New York 11971 Dear Ladies and Gentlemen, This letter is a preliminary for the purpose of permits for the compliance of up to date codes for a structure (an existing house at 380 Hobart Road). We wish to comply with all up to date codes for the remodeling of this existing structure. This structure was once a factory, which supplied the Town of Southold with acetylene gas and was later purchased by the power department and eventually, converted into a summer home and it is at this state that we purchased it. The structure was in poor condition, as I am sure you are aware are most old buildings in the area. Heavy Infiltration of termites and sill and wall deterioration from such. At first it was not apparent if the structure could be saved or not however since then the liberty of installing all new 2x4s and sill and double sealing plates have been performed. In front of such structure is 2x6 and rear is 2x4, 16"on center. It is our intent to lift house and to place 8'above sea level. Our setbacks are pre- existing and we will comply with the setbacks for any new add-ons. This structure was renovated in 1965 and we are not aware if there were any permits issued at that time, however the full bathroom had been removed with addition of extra room on side of house. As you can see according to our plans we wish to relocate the bathroom and the addition which was also taken out at that time. All we removed from the premises were the 20' long tree roots that took the place of the 6x6 plate, which ran, along existing premises. All windows will comply with latest standards. We need further time in submitting R-value for walls because of product availability. Our original intent was to use spray foam. If that is not feasible then it would naturally be R13 with 1" styrofoam to be placed on exterior with vinyl siding. All windows will have pre- existing 3 channels for that purpose. Robert and Donna M Mosquera 2595 Village Lane Orient, New York 11957 (631) 323-0082 cont'd We also wish to install a septic receptacle (4x8) to be placed In compliance with county health requirements. There is already a fairly new 8" ring and cover and to the best of my estimate was installed within the last 7 years. The unit is totally empty and meets setbacks for existing structure. And is lined with PVC. Other evidence of other septic units while digging out tree roots were removed and evidence of clay pipe can still be seen in tree roots. In closing I would like to state that it Is very difficult for me to predict what part of structure could be saved or If not totally demolished. However, we are not financially able to demolish this house and In the condition that it was previously In, I don't believe that any permits would have been Issued. I work 2 jobs so if I am a little delayed in responding please bear with me. Thank you very much for your time in this matter. Respectfully, Robert and Donna M Mosquera P.S. Absolutely no portion of the renovations will be subbed out. I am quite capable of doing the entire remodeling on my own since I dont have the money to do otherwise. And especially since I have been in the building trade for over 30 years. Naturally this would exclude any waste-line work and electric. r f)`, vr. Lane i '''UD.G.Vf:rI,DT. Unem, (631) 323-0082 O: Town of Southold l�•i�il :Z:3:1�� 11971 AC. ✓rv � To whom it'&14Y No visual view of second floor structural level was presented. Amendment to this is existing front portion of house is 3x8, 1' on center 16' span,more than adequate. Rear of house is 2x10-laminated beams 16"on center. Other amendments,which are not mentioned,are R-values 1" Styrofoam on interior wall Rl 1 batt insulation, exterior house %tongue in groove siding with planking. Roof will consist if R23 batt insulation with 1/z"sheetrock. Floor beams in original plan will be changed to pre-manufactured trusses with no support beam except at staircase. 16"on center. Flat roof on second floor. Kitchen ceiling to be no less than 7' in height Floor beams to be 2x10 16"on center with support wall 8' in from footings. Window egress: Original plans show boiler/hot water heater on main floor now to be put in basement on pre-existing original slab in house. 1211/' C' � '" ✓`l� `.' �' "` `. �ti,`` J SY West bedroom 11 x 13x8%= 11 .44. 19' of glass window to be installed 1/2 vented East bedroom 13x 10x8%=10.4" 40' of glass being installed 1/2 vented Living room 11 x 16x8%=14.08 40' of glass being installed 1/2 vented Laundry room 5x6.5x8%=2.4 9' of glass window & glass in 1/2 door 1/2 vented Kitchen 7'5 "x7'x8%=4.2 9' of glass to be installed awning type opens fully 9' vented Dining room 15'x13 'x8%=15.6 18' of windows installed not including door 1/2 vented Bathroom upstairs 5x7x8%=2.8 2'x2' skylight installed vented skylight 4' of glass First Floor beams will be TJI 9 1/2 live load 34 total 69 Second Floor has 3"x8" existing 12" on center for half of house. In other half are all different sizes. Will add to make same sizes 2"x8" 16" on center to end at staircase 50 lbs per sq foot (2"x8 "xl3 ' 1"=50 lbs per foot) Two TJI are in place for second floor 9 1/2 x 16' Kitchen will have header non bearing 2'2"x8' 8' run Boiler & hot water heater in basement Manufactured truss for back roof 8' span 2' on center Second floor deck at back of house will be 8' in length. Will use 2"x8" 16" on center Sandwich beam existing is 1/2 steel x 7"x6' long Will hold upstairs floor and roof Total 4800 lbs Insulation 1 " Styrofoam inside and RI I in all exterior walls Ceiling R22 with 1/2" sheetrock = R23 Sheetrock will be 1/2" throughout house A. 4 6!► 8TAlm Tap FLooR u p AJ SLA f t 4 202 L I r- ?,sT Roo K F AT I' m se fvTt x -rl%l,.5 -stch dF I To. gy,is'll, *WS e 11 Sen.AN NSI N his Koo^ 16 C) IV C-fjA FXOJA PLA:"' " a C- 1-4.0 f3A I o Ld 'Tt i,x 16, v JA To,7�� DIV r HA A ivy A/ ac , #_t JA _,C F Side �AJ NT 16 12L 7 S 43 BLDG. DEPT. - 'JTHOL P A ......... Foundation 3deep Concrete 2500 psi t4C"(A p ART 2#4 rebar 6"off j1q Pct (44" ONO bottom 1,2' horizontal And every 4' vertical blue board on outside down 2' on flat 2' in f. �A cljo vapor barrier under slab. Slab 4"with fiberglass and radiant tubing. 2"A"construction 16"on center. 2 Plates CCX with flashing&foam pad and of bolts 6' on center. Siding OSB. Insulation R13 and I"foam 1/2"sheetrock on all walls and ceilings.Ceiling insulation R19 first floor R22 top floor Second floor trusses 14"TJI#120 16"on center Upstairs walls same Installing pre manufactured trusses 24"on center.Roof 1/2"CDX felt 30 lbs and 25 year shingles Vent along ridge Light at 8%,no less than 32' Vent 16' Small porch roof 6' out from house on south side. o Ho j s e ��g a 201. ALL A/�w RIsL�,c,i� 9LDG.DEPT. Re ST Lo ���• jo� w P6I, PLA � 11 j �• 1 f i z e ► L��-� fAjsT FICA H� t, 5( ) O N s c tv-Te Lica S ALQN C cle JO&I r- � s T� p WAIL Plats / /3 Al (2) TO S /9 L j-TrLe o A e Ole �OS�fFO��-c cz C* Z Town Hall,53095 Main Road %;�-, • Fax(631)765-1823 P.O.Box 1179 A �aO� Telephone(631)765-1802 Southold,New York 11971-0959 .( BUILDING DEPARTMENT TOWN OF SOUTHOLD February 7, 2002 Robert Mosquera 2595 Village Lane Orient,NY 11957 Dear Mr. Mosquera, , Please take notice that your building permit application, dated December 6, 2001 for"as built"renovations to an existing single family dwelling at 370 Hobart Road, Southold, N.Y. County Tax Map Number 1000-62-3-6, cannot be processed without the following information: 1) Three sets of construction drawings or sketches, stamped and sealed by a New York State licensed architect or engineer, showing the scope of the proposed work, as well as structural drawings (particularly with respect to framing). 2) Receipt of an approved septic permit from the Town of Southold. 3) Energy calculations showing energy compliance. 4) Amended approval from the Southold Town Board of Trustees. Your recent submittal, of February 5, 2002, is not satisfactory and the proposed work must meet the minimum state standards. If you have an questions, you can contact this department at(631) 765-1802 between the hours o •00 a.m. and 4.00 p.m. Re ectful y our , i amon Pet r allis Building Permits Examiner CC: File o� s� Town Hall,53095 Main Road H r+, � Fax(631)765-9502 P.O.Box 1179 • �� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD March, 25, 2004 Robert & Donna Mosquera 370 Hobart Rd Southold, NY 11971 Before your Certificate of Occupancy can be issued we need a final survey from you. The Board of Health survey shows your work under construction. To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons : An application for Certificate of Occupancy is not on file . (Enclosed) No Underwriters Certificate on file . The check is (not on file . ) $25 . 00 No Health Department Approval on file . No final inspection has been made . No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) . BUILDING PERMIT # 28103-z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. SURVEY OF PROPERTY SITUATED AT �RpAD SOUTHOLD - -- ---- - - - - - - -- - -_- 1 ELEVAPONS-AREJiEEERENCFRT¢1lS.Y.0.142fl�DsiUM EXISTING ELEVATIONS ARE SHOWN THUS TOWN -OF SOtJTJ4OLD ExISTxc CONTOUR LINES ARE SHOWN THUS: -- - - —5 -- -- - SUFFOLK COUNTY, NEW YORK x. FLOOD ZONE INFORMATION TAKEN FROM: 0. @ FLOOD INSURANCE RATE MAP No. 3610300158 G S.C. SAX No. 1000-62-03--06 ZONE AE: RASE FLOOD E1fVAMNS DETERMINED ZONE X: AREAS DETERMINED TO BE. OUTSIDE WD-YEW FLOODPWN. SCALE 1"m=30' - '\�If /0 N %&Nv 3 99 3. EXISTING SANITARY M AS PER OWNER. DECEMBER 11, 2000 JOAN 0$ s � ' Mse$ 4. GRSYSTEM WATER ELEVATION 3.2'. MAY 23, 2001 REVISED AS PER S.C.D.H.S. LETTER WELLMO0 S. THIS PROPERTY IS GREATER THAN 100' FROM N.Y.S.D.E.C. REGULATED - �. ,FRESHWATER WETLANDS AS DETERMINED BY LETTER DATED FEB. 21, 2001 1,Ases NI�4 a FROM MATTHEW R. PENSKI OF THE N.Y.S.D.E.C. AREA = 9027.72 sq. 1f. Y�,00 NYSDEC REF. No. 1-4738-02823/00001 c 0.210 ac. 14 7S / / -off AZ dO EXISTING SEPTIC SYSTEM DETAIL (xm m stuA �wIw aR� Rrv.9r ,m cL a, —+ x NOR EL Ts WNw. \ \ \ ,:✓ I A V fl rvNINIFN:IAxc T MFMI M. \I ) z1> '\ O mM ortcx 1%%1 IYNVNx i`°wnw tA'/1 my a�.Ler w 4{re 1II��'svw d L c �JWt^i 69 WAP \ vv "' 1 �AY` _. sw 5 POOL FOOL em o cPou Wurse -- ,$c ) 1 \ �,sTu„vni \�_ _ ;aq Y• '� SEPTIC TANK (I) (� m. . rwss s lana.ounvx LEACHING POOL$ (5) %.x am w n smxi uvu P _ NE r`RNNx emiSDN M SWN A TNw W FRO b111°M TKKpEW MOR W,.S' W MSIII.OfMr r Pfl E lqt[MPU No..'=ce wwNNw4N ^u rsnAo IFMA�ss ImRn� F o ow Mmmamm (ON muu '�+. \ \ \ \ 13 O• 'E '(+. of s sconex,srwM,RE RP a�W+m MSP n nw.raawue a /”! x WO,con asiR°c�"�" i mwp1'fliaa'VOs.wo1°'smno w awi m G q 5 A IM mh ONN.. RD fiRu x RN W P R.,IE ,xNm. ira`rDaeCCU1T/YaNm. ET 1a & S Z x 6Oj O N//0�</m�Fa, "Cis \s \P \ \ I 5 7 f115F"'3 T uRu IN AOOOO Ncs - ww sugwm faP mlE su Ai is .. 3'Gi,9EiFlu "1 S+'-^Yaf °3\/&1)e "^ BtT a'3 iT"1{x^31 YF$&$YA +2v�, I g0�BOenpO D� ermE xarscvr., �sA'�c°PIm �p y/ a�,ryplq /� .yam 40( y XII4P t y1.. L g TEST HOLE DATA APPROVED Lia' i _ � �y �5,.a,.. (Dsr xo�ova er u5vawo ceascKncF ou orroazm 3a vmo) .r s '� FORMAXEV57m- ©15DROOM3 7 ,� i1 , A o 0 s..• EXPMS"1'd'MP.YEARS FROM C XTE DF APPROVAL rv.v.s. uc. No. 49see NMNI m x1t41KK1 OR MIMFlx 'IOONN lN]m orfllHe Nr�WTOrrcx srArz Q EW�,� BW. J sep _A. Ingegno KPR Of MS M Y 1% BFPATNS Land m.lard sAwmRrs irok_.. OR . LanY �iJi°i/ej/®P s Clip/I the d Ht - SOI real loA wlth a1D are'taf " U TOR, sv,or5 -weanan5 - NO, PI . - crosw° 4rNt� "MIR'f" (U N mcwMRm. wo-P I FVIIOR WmRTrnma WEE NOT 1w,awNls. PHONE (e31)727-20Ro FOR (631)727-1 727 THE COUENCE 0/ MCHi Of WAYS INFMES LODVE AT MNMC MOR£55 —,T FASEIIFHR Of RECORD. If ANO/Ofl ANY. NOT SHOWN ARE NOT WARANTEO. 1380 PMNONE AVENUE P.O. GI 1931 j Rmim, New YR4 11901 RWrhsad, New YeM1 I1R01-0305 SURVEY OF PROPERTY SITUATED AT SOUTHOLD TOWN OF SOUTHOLD. SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-62-03-06 A 26) SCALE 1"=30' ` ' DECEMBER 1'., 2000 A P v MAY 7, 2001 REA5ED TO SHOW SEPTIC SYSTEM DETAIL 28,ZDG2 4, 2001 REVISED ADD ALAN MAY 38, 2DG2 V7 0 SURVEY D STE PLAN AREA 9,127.72 aq. ff. 9210 «. I. TEST HOLE DATA a ' �� (/6!N4£roM Br♦IG��_w OCttbER S0. Ste) III / asin am ✓, n�Y � emRrw aRaouv �� w amfans Ilil Ili i �� IF �d •°°�'.'�`a 1 I e / AD IF II . III y'm � 3AB\ x 4 ,i�ps I. f 'iRkFT Il l \ i \VA 's 5 06,p510� x�TORiC41' �rTs ,,. OUTSOLD f s 1 Ji \ it II I I Ali it I I II II " AR ".fin Mux NOT&S 1. ELEVATIONS E REFERENCED TO N.G.V.D. 1929 DATUM III a[s L 2 Lmm EXISTING ELINATIGNS ARE SAO" TXUS:.+e EXISTING CONTOUR LINES ARE SHOWN THUS: ----+-- -- J J 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 361OW01M G ZONE AC &SE ROOD ELEYAiNJNS DEIERN b ZONE X: AREAS DFTERMNED TO K OUTSIDE 500-YEAR FLOODPW . 11, "�' jx 3. MSTRIG SANRARY SYSTEM AS PER OWNER. A GROUND WATER ELEVATION SX. 5. SLp.H S. REFERENCE No. RSO-01-009 i � Jd•may, 5eph hgegno uw,vlxanBo wwA+w+oa.uamc« 41 1j �rr� Surveycz� 5 . i4 i Ma. 4 LwLEEwS OF T19s MNYr 6:00 4tr szwlw I I As�mil.l�wu. m>�s# / PDAL WEEPL�O$ I �. SW'S� - SuStlNeto�m am r+mv - Cns6�stan myv�t m ee Atigx mu wa. /`� .cu®.ce.vma VarernlWs xalmN.swu wm / — xw.m.® Pxcare (43 )aFv-269.3 Fa,.(83117 17V .�E�,� AT ' 1 awwaa. - RUnu+�aa.+wm AN6' S 1SNBGI311A1IY11Z11 I�6Il Mfl$N.4V THE ptR1Pt1CF 6 9BIH OF 1MY9 I � � YaBtl .vE.M� SII P0. 9ex 3i ���mm"�elc. .AINN..NRRor�'�euer`�iewttco- I y w#k V 9 WvaAsadl tte.Y �I t9a1-o9G5 I. SURVEY OF PROPERTY SITUATED AT SOUTHGLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-62-03-G6 ASIZ R SCALE 1"=30' DECEMBER 11, 2000 MAY 7, 2001 FEV TO SNOW SEEN SYSTEla OE(A NOVE:AQER 4 2001 RENSEO SITE PLAN q MAY 2S. '0002 UPbAiE SURVEY & ADD ADDDTCNS AREA x 9,127.72 eq. H. 4 1w, X Lo' 01 GCc°J TEST HOLE DATA .•° '.3 (IES!HOU,wia w ^�s^�.:_wxrvmx w. 2aoa) a w Pi � se zwsw A .y N s 5 w J 01 i' 1 7' 'To�ToHvit } P MED 1N MJDJt¢wXCE 11E HAM- 1. M-1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM wx ane wE` FE Fna uwv EXISTING ELEVATIONS ARE SHOWN TNU THU cl EXISTING CONTOUR LINES ARE SHOWN TNS: — — ——s— -- — 2. FLOOD ZONE WORMATIO'N TAKEN FROM: FLOOD DJSURANCE RATE MAP Nv. DETERMINED G Y 1( ZONE AS. REAS D1 IN EVATO B DETERMINED e— �� ZONE %: AREAS OE'ERNiNF➢ TO BE OJTSIDE 500-TEAR FLOODPIHN- L I - 3. EXISTIMO SANITARY SYSTEM AS PER OWNER. �-- L GROUND WATER ELEVATION 3.2'. 5. S.C.D,N.S. REFERENCE Ne. R1O-01-009 N � 11:1'5. lia Na 49688 1 O �- J080ph inge9no N RggR w mw"mssxar a a mlalrox yr B' Ltb&nnWd rveyor rA. Wiz uxo a�aswrts mrz�p sou.. itDAl rTctuNos 'FW Smwya �i .9:h6ddom - Ab Platy Nnetrxt'on Lgrou! mwsim a'u.xx4taRi�tpan[teo. PHONE(ASI)727-2090 Fm(63T27-1727 6�X�D.+1m u+Ma ei7WF mafE Ae"n��5 tin£ ML 9XIeN6iBJ.+eQS:MW vt@uMN NY'ED ImM1ON,uID 1NE 9F PlgtT OF WAYS T O A6MwYE Tw cssrceffi a NL we ohm- axv. usLlfffasA ARE of ge FUMJK :¢ P..O.4ca 193T iu1RW caatmamxs vi6 xm i8wstryt9.[ .xbT S9AWR NOi¢uA➢ ffE0. R?�BIEM.Ww liBBl WwwrEnatl. Nau xak !1901� �. SURVEY OF PROPERTY SITUATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-62-03-06 ROAD SCALE 1 "=20' DECEMBER 11 , 2000 7, 2001 REVISED TO SHOW SEPTIC SYSTEM DETAIL I�AZ (S R' 25) MAY NOVEMBER 9, 2001 REVISED SITE PLAN s MAY 28, 2002 UPDATE SURVEY & ADD ADDITIONS 122 MAY 12, 2004 FINAL SURVEY m. cp o, AREA = 9,127.72 sq. ft. TJF, 0.210 ac. Y 2 020 I � J 95 4 NIBENKEN JOAN 'g. \ 15.00 e�� FOUNN � �r Mo p,SO o \ Lao r° ,�. 6'• " o- \ $ A ot yC G4L.,¢ .R it O 4- L°" \ $ Oti pao'3 TOO dY O\ a / (oi (�A NNDaI a . GREE • • aF1G1lN 01� � `� O. {{9 la \ C` 75. 0' \ QO' aF pONO' f �o 5 14�6 OLD STORICAL SOCIE T \ SOLY Pa " D \ No � w. �U UNAUTHORIZED ATEPATON OR ADDITION TO THIS SURVEY IS A VIOLATON OF NOTES: SECTION 7209 OF THE NEW YORK STAR EDUCATION LAW. 1. FLOOD ZONE INFORMATION TAKEN FROM: COPIES OF THIS SURVEY MAP NOT BEARING FLOOD INSURANCE RATE MAP No. 36103CO158 G THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEA SIMV NOT BE CONSIDERED ZONE AE: BASE FLOOD ELEVATIONS DETERMINED To BE A VAID ME COPY. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN CERTFICATONS INOIGTED HEREON SHALL RUN ONLY TO THE AND ON MR WHOM THE THE 2. EXISTING SANITARY SYSTEM AS PER OWNER. TI LEPREPARED,AAND ON HIS BEHALF TO THE LEND COMPANY, ODNFRNME HE AGENCY D 3. S.C.D.H.S. REFERENCE No. R10-01 —009 LENDING MS111VIION LI91E0 HEREON, AND TO THE ASSIGNEES OF THE (ENDING INSTI— TIIIION. LERIIFlGTONS ME NOT TRANSFERABLE ? THE EXISTENCE OF RIGHTS OF WAY �n AND/OR EASEMENTS OF RECORD. IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMU Joseph A. Ingegno SIAL L.I DR TITLE PRVETSOVE AS D ADOP BY THE DS LS MD APPROVED AND ABU MR SUCH USE BY THE NEW YORK STATE D TITLE ABSOC4ITON Land Surveyor Of N Y TIDAL WETLANDS Title Surveys — Subdivisions — Site Plane — Construction Layout .> 11K EDGE OF WEMNDS AS FUDGED EY EN-CONSULTANTS, Inc MAY, 19, 1999 PHONE (831)727-2090 Fax (631)727-1727 �C) e p OMCES LOCATED AT MAILING ADDRESS 4 'P . 322 ROANOKE AVENUE P.O. Bax 1931 ��L N.Y.S. LLL. No. 49666 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 20-643G Zsc ,g L ZAZ tis MIS; J72 Ta PSN 3?-> 1. 3 A AT RJ CV W e t^./ 04 'L.Rce o u S i Je a F f bust (3 R(C c- rQR F,0,Nls oNL�. V c w �adt� 3"ad JL 8,s Li io 7�� Pe (Ao P, N C4 n z �~ Z stRAp � ; seE 20 Qcr cn co v M Z e: rc A Cove P%(%c �ZL x a o Ulf ---------------- 0 0 (fl co co 8 co Noyes - ,y �C NYS DO NOT PROCEED WITH — LK TRUSS PAGE 09 FRAMING UNTIL SURVEY '81/25/2882 18:17 5152896987 NASSAU SUFFOLK ! Tnos PA ac 1 , s°v+HCLn, xr—� DNDERWRIEQUI CERTIFICATE . �t f..,' °� T ,e 4yPn,• ITERSCD ff�" OF FOUNDATION LOCATION _ �s©e�e1 a N HAS BEEN ED AS TE noswelu' nloiI I I• 1!' xOtlt APPROVED AS NDTED z.`wrwpx. M¢c [lannl a� o z9oP a Tnduu�Lliep, Inc, rnl n 25'O9;$3;,P••�nri+"�y- , 4 ly�� NO IFY BO DEPARTMENT AT 715.1802 9 AM TO 4 PM FOR THE INSPECTIONS. TtON - TWO REQUIRED i a 'OPICRETE 2-� . , ,,,;chNG & PLUMBING RI •.,BION MUST At C AL MEET _ ty., r 11 II SaC N.Y. STATE E;17.HGY CODES. NOT IIE 3r'- ".SIBLE '(,R DESIGN OR CGIuafRU( IUN L-HRU,-ja PROVIDE OPENINGS FOR I EEIERGENCY ESCAPE AS S REQUIRED BY PART. 714 OF If copper tubing is used t�0d� �r-4Y PROI for water distributing _ °' '° 6$+°' I °°-0° —� IDE OPENI GS FOR E BUILDING CODE. _�. - �L, rg` C,i9e� A• as a , x rs d,b ,�- el, systrrm; Piping shall be Zan _�_._—��_' EME GENCY ESCAPE AS of types i or L only I' TIL �� ��Po �� Oxncree z,°to I °cl �caL) v zi L ,o a/y,sgeYh��,,1�95 REQUIRED BY PART 714 OF Trn; 0.0 LUMp.r YnCpanee 1 ]5 I 'r' @11S° -- ecLL o.D _e screns m a: we ono " glrii X 39 & la "" isT/l44 N.Y UNDERWRITERS CERTIFICATE U 0 Code a0[.grAN9 Y9.. 1 1st zc LL MLD 3/astk - ,i5on I F /�y C; g9 Ib 'r'S REQUIRED PROVIDE OPENINGS FOR �RD i x n SyP NP.zWi�a ERFfCF4,Y ESCAPE AS .J( T n CYP N.,z TDgCHOP° ehq 11 A or 2-7-11 OR, 1 X 4 SPF SII i aJ LHDHL Rlutd tp q d1[ tilt PP�l,tl sr 6-$-lp Pc I REQUIRED BY PART. 36 ay vS lms Ilh'glae) 2-135]/0-3-p ui vo 7`d laar Y.r. 2--31(iona a 6 n) N.Y. STATE BUILDIN DE. wv up, ,.. -S,e u040 D r ,nn; a'tea. +n — e-xD ,lo, - rirac pod cgre oozy v EC PROVIDE ANTI-SCALD AND/OR j rxoP 1.,-v, z= . 5-s.-d1P4, s-v=!z •,. F' DEVICES —T.._..._�.. ____.. - - - - -- ---- - - I ' soy rx°pD 5 IZ- 'C.. D PROVIDE SMOKE' THERMAL SHOCK PREVENTING ., _ T! - - -- - - - ._-- ----�, sos9, lD Li-loss sin sOlc-,e-n=,n,. ._. , 7 ALARtA D ffs o cy^ ss 2 J6 AS TO PART.721. DEVICES AS TO PART. 902.6(x) ae, q ,U-635, S I=119, 19. 9UD 0 9n( ` 11 T �' N.Y.S BUILDING OD N.Y. STATE BUILDING CODE. " I 11 Tna [ p been dlslgnI foe tpv+ a'-+d L a g° an i by k mph wind. .6 vn (t cgc.a ucvpq 10.0 psY CoLj p cha.l deop ad 'p ° D'pvE ba4Can chagtl died ].ed, ° 111 _ DLnTwv e n .r.,!1 v, , oe en .1x11 = bstesue aPalnies. ^/5 cif atmenstennc45epc by 24 ft w1ih, uxPdeuPinn9 A CIS7�0 PetV11WPH1,,, If end yep Sicaie at m.11nve-a 1 e Lh y r 6nx6d tp wind. it poicnna •xiet, Mey Dye IWC ...... 0 xO I( rG/4 �/• [- ,4 rl; The ❑ 1 2 S S IS, and the ptsh. gnan insixuq 1. 1 1S h o tl o-ni-n - )I J 3) hobo Lanned enM I e f Od'Ida", P.r£ hieHdb6Sd g„ �1•` PLY"'�" /! ruur err, Vat c m,-nfonrrecnemenaed tp m�n60C'trva. CP bee i., valla .dye t' xee T.LB5 PeLt' n.., kWL designed Mth Ath,,t,'-,ass ----- - - EIV alverra. C/`a-e /�/�+�•�y.5 yL stdL�-g e°RD a9TrP, T[n d .d - r --- �/V PLUMBER CERT/FICA)"/ON ONLEAD CONTE-NTBEFOREPLUMBING CERTIFICATE OF OCCUPANCY A&WAERLIN SNEED TT>a. ,q,. SOLDER USED/N WATER TESTING BEFORE COVERING _.^—, •,°'•-�_„_•-/�''� wnalln4n rO4 rgoOF 9rtuss , T Rte'.a— SUPPLY SYSTEM CANNOT �— 3 3 — _- .—._,._--- rtwawwurne .zmeFent. "n. ub...�FZ a,ros�°i°oope,.t N/V an EXCEED 2/10 Of 1% LEAD. �^ „5mr a,. p I — I A �i+\ xx L,4 I ,��s pc06 rrzuszrs n 7 \1 7 +/3 iae — �C�U/i1 LO/DIR° RTL 1n'(1¢1 ueen Mres GM ' ) Ate` /.r ra v+t _5 /'TE TCLL ma 1115 bl Pr Yam11) Na va Ott° I,T/IM U/5 .T /.,c w PL," �A—TA LS A!'� _yrrz✓r.—o..- TOOL t°A wmort)rcrcn. I.ts Ic Ps. v.,l(rL1 n.tA oa .ice ilA-T ic.•� /vwY 6L` iCr ecu. e.o rta su'd e> Tes rye P.0 tl�fy °m o xR _ I PCR too _Cada eCOVAHSM gibPei I grtIGLLRPo ndaa.av 1Wd,.Ihra4M f\A � Tup MON' 4111 NOS PaACING f-- - \ ,V TOP cwcrte RIIcederauaae amn aa.n4rH5nn, 6AAA��.f,'J w.r.+,c' tau.-ra ,� I, eor MORO,X4marme2 npr eMORp n1g14•eenMseimE / • I � NLJ \ Y.PP6MnYD0.°mM¢I,S �. C 1 1 I \ gaElg 1k4aPF eW1 Syr<CcU192002 \ RMT1ON516 ) PC3T4Aud.e=at4,ua.en I / •• NuT �fl!l �^' rH�s ,fir/7 ?IER .21 sem az . .^ II'' 'I Ff7R mals e-11=2j 1... w,udRanRw...a sl,c=+x ae44w..2 I TCP CMOIa] 0.CsS,ArC+444,wal,e.az1 MOM - weer I - 11 int pva M1w6a.4Ngnadl6rbloa.h p.rnnW nW �L �� � I';-'eW- �� _ MPP wfiNa62eRabe pnnllml M.eW Cmlhnn dta M1PMa4ne �— / Ihe,APCCIa6 rpenny gntloM451mYnW rra.ela.aganMR4lhrlu mnRfrllmnoN SJl ppRp dP aM 5.0 �/ C �/ TN/5 �'il.-z.T plbgWm ghwd RM141n4.n Bing urd.TM1e 4evPn>suma keuP6^ryr+d9s,Yp,bmFegTunem4l�nalp.urt PROVIDE PE INGS FOR (ImmeeRauewnLThmu pOmem�yl,,¢gx4R Rm° PaOnaq eeRn ed#,egiR„ =w.im �a, --- EMERGENCY SCAPEAS EI) "a""He`aey te'am'°mr"'non"j"t1"..:mie°inrri°ayi�°"'a�°.I,i�r'n"°�,°amgnlnlin lio•.m'atol.,,PrR.I - \ ,/ r REQUIRED BY ARL 714 OF 3)T an nM1..e.. dn4 R4rv,ANSgP f-,slsM + TE-BUDING$ODE. I Z O N 5 C N P'C A 3-X IX I -- —_ -- -- IPG CODE.,—• --..._ ._� _ % —__ i �y - - -- - p / Add I,6 a, TjpR ,,,ors li e ` V'V/v C' G' iLeoPzss:a.+sy, 5/v RG N� a5�� „•, a s• �w .V : I ' b 33' 31' 44 19'2 I! evj , e pmti..y, 7,6 11'8 -- —� I—j-0-30' basmeat hight e3" Poon �Y i '0 d• 6� 1 a4ryo rO�e I 95� /this side of basment was add too 3 i u hightls5 mot ~ 1 T6 UP 1 ` p�x2.xlfoohn9 1`�9r�7, H M IV2 two LP rvA-y fgcl, wSeH Yo PI Pe f1 ReR v, 5'4 C L,,MN W/ Ste PLnTenl36v _ { a°NcR T t 'xw 3'7 \ M b lJ 2X8" andhefi,oloition walls,footings �fy n 0 T antlheaders l V eWi 10'9 to v 1 " wY in L1vil✓S A K z P / I� TI ptNIN9 h' / 31' I .3 1 R /Cn3 f- ooM 1 �I ' V - PROVIDE SMOKE-DETECTING° — — — ---- — ---- ALARM DEVICES 50 ------------- AS TO PART. 721,1 " E. 721.1 --- j n ® o o N.Y.S BF��iR��3/ ss rl M1`, 4 1 0 7 ' AS TO PART. 721.1 1 1 7 l HIK • - Ivslgl'°" N.Y.SBUILDINGCODE, 4'6 — openwi d° /steel g s•r' Pee yLnveL es Tl em "T ROVID R 1 - exstantion on Al" °1-" Low yordn7laN �i FR PE S W/ F i 8eR qC ass 1 o4ci H-OF i$ 0 F° JntloN j RI QT➢ BY ®A�T�71 OF ?1� 25 n 3oa. PS 1 w ALL 3'3 N. . STATE BUILDING CODE. i e".✓c Ret - µ •x3 -� 4'6 1 3 r ;,-Lt//6 20' 8'6 7'-c- ! /V6 -Ya 4j /j-Y to �0 ,.-r b 0 .2 II I I 4rC0rJafab� Fteon.. 11 Il � Iq" � f ;70 t�f P0• i t PIP t�1 S be a N LIvINq AlteA 9 y `° I cYeP �e _ _ _ 40 O/C 6'a sa m t, \ T21 6'5 �T 1 _ i I / � / ✓�' 7 1 O �'6 5'11 — 9'1 11'2 1 3'8"4 3'5"4 1 7'3"4 1'9"4 ^N J� \o °° 6.5 172 65 I 8° '9Ba33gft 91' 91 closit I closit 36 m ms roofF L —_ E- CH IPA _ 1! bed room 1 STea bedroom m UP-? P-7 v N N So M x' m 3"5 On:) (D Foundation 3' deepT11 - 97 Concrete 2500 psi I ed HALL 2#4 rebar 6" Off First Floor beams will be TII 9 '/r live load 34 o t total 69r '_skV li�t�F bottom 1,2' horizontal i� L L]��J batfi roo Second Floor has 3"x8"existing 12"on cenrt:n R r And every 4' vertical for half of house. blue board on outside it,other half are all different sizes.Will add to - ma down 2' on flat 2' in staircase same sizes TV" 16"on center to end at staircase ro 7 ' vapor'barrier under' 50lbs per sq foot (2"x8'xl3'1"=50 lbs per full clositEMER "r" closit slab. Slab 4"with 1 9 ___ EMERGE 4'5 Two TII are m place for second floor 9%x 1 i. _ fiberglass and radiant robing, lCitchen will have header non hearing 2'2"x8', 3"5— SMOKE- ECT'ING ` REQUIRED BY Fn ALARM DEVICES 2"x4" construction 16"on s' r°n ° N.Y. STATE B' Center. 2 Plates CCX W1111 Boiler&hot water,heater in basement w AS TO PART.721.1 N Manufactured truss for back roof 8' span 2' of w flashing& foarn pad and of center N.Y.S BUILDING CODE. bolts 6' on tether. Second floor deck at back of house will be 8' r �, e y „1 g OSB. length. Will use 2"x8" 16" on center Siding Insulation R13 az1d t" foatll Sandwich beam existing is Y=steel x 7"x6' 109 PROVIDE OPENINGS FOR Insulation kon all I" f0urnd Will hold upstairs floor a,droofTotal 480011; EMERGENCY ESCAPE A , C/," s ,etro ihllg insulationlwalls and Insulation i" Styrofoam inside and R11 in at exterior walls d' REQUIRED R first floor R22 top floorm Ceiling R22 with%" sheetrocic=R23 N.Y. STATE W�� I ly CDDL. Second floor trusses Sheetrock will be%"throughout house P A60RCPt X&o ,7120 14" "1412014" oucenter &LulkiV)0D WV*00W-2,Iy8" '""`' Upstairs walls same -) 4° �/� htstalling pre manufactured trusses a - 24"on center.Roof "CDX e _ to felt 30 His and 25 you shingles Vent along ridge Light at 8%,no less than 32' 8'5 Vent 16' 'ch roof 6' out from house on south side. G'S 11 of _ ALLf ❑ ir= ens small p R nn ' A 72 G'9 8'10 615 24'5 II�� 5�tZoNP