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HomeMy WebLinkAbout29911-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30542 Date: 11/10/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2045 CENTRAL DR MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 2 Lot 36 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 7, 2003 pursuant to which Building Permit No. 29911-Z dated DECEMBER 5, 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 SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT PORCH & REAR UPPER FRONT DECK AS APPLIED FOR. The certificate is issued to EDWIN CADAMARTORI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0007 10/22/04 ELECTRICAL CERTIFICATE NO. 04-3214 10/14/04 PLUMBERS CERTIFICATION DATED 11/03/04 BRIAN R. DYKE or' ed S'gnature Rev. 1/81 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. 29911 Z Date DECEMBER 5, 2003 Permission is hereby granted to: EDWIN CADAMARTORI 28 COUNTRY GREENS DR HOLTSVILLE,NY 11742 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT PORCH AND REAR AND UPPER FRONT DECK AS APPLIED FOR at premises located at 2045 CENTRAL DR MATTITUCK County Tax Map No. 473889 Section 106 Block 0002 Lot No. 036 pursuant to application dated OCTOBER 7, 2003 and approved by the Building Inspector to expire on JUNE 5, 2005 . Fee $ 1, 169 . 40 e 4L, Authorized Signature ORIGINAL Rev. 5/8/02 � Form No.6 F313 TOWN OF SOUTHOLD BUILDING DEPARTMENT 22 2WTOWNHALL 765-1802 --- ' APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or ne«•ase: 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$25.00, 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$15.00 / Date. 0 D y' New Construction: t/ Old or Pre-existing Building; check one Location of Property:_ Q_O�4 C C e( U n ih I ��I V� House No. Street giamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section (0(c) Block 00,�, Lot 216 Subdivision Filed Map Lot: Permit No. Date of ermit.pec i ()3 Applicant: Health Dept. roval: `gyp Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted:$ _00 Applicant Signature co05 Ll a- 'jr '%qFF 0 Ca = Town Hall,53095 Main RoadOy �� Fax(631)765-9502 P.O..Box 1179 �01 Q Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: I. 13 O(71 Building Permit No. 9q Owner: F-WoV CA OAMk or 1 (Please print) Plumber: eDR 12� T N P I ! y (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumb ignature) Sworn to before me this �5 R D day of �)��, 20A PATR1CLAiiWW )L— NOWY PuWlc,State of New yo* Arm Expires Mardi 14.211'.Lc Notary Public, U!bounty { %�:cn�i. ^^`\�.. V�,.U��..� ���v,.',•G�r..� �'Kvr" �r„� � ;41;.;}�,r j r.�� r=..'r.,,.. j r��� "` �{'. �r:�� ;: i�� ,�f1 , �,;�al � ����;.���5+??)�_���J�il ").4�'��s')9l ,�_���c���/-1 )i��rt��.l lC.��r���l..�>`��''i¢J�.l'!�I '"',�"' • +(��.r --t.^..ti-__��-r....� ".a' '°` �..si�_ ay `"" �a>.:t�- v«r `4" -i-'r..:t-� ".y `�"+�'r��_ ""' ''o✓ r;i _ ���i` �`,r (�'�Y.; �i 1 f i• 555� �'� B a m yy S ."�� ae tm m f m f m• L _.�,_ �� `r �vl. - d t• �'.`�_ -� ,. _ '----�' r'n, Al,yam. ! a i (191✓ r� �( 1✓ � �,� �i t*+.v �( l✓ amu, i �( 1G/�^JV wimx- 1 1 i ,. r ! Il � -�* 't�.lih •� ( � Y TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET-Z-0 tk5 VILLAGE DISTRICT SUB. LOT Z_s- 2u1_ST (IQPr INTI iLia C L N 1 I'P FORMER OWNER N E ACREAGE 464w4z S W TYPE OF BUILDING :ES.lnx// SEAS. VL. FARM COMM. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS L, 6 .S+ —,e� // / AGE BUILDING CONDITION NEW NORMAL BELOW--j ABOVE _ 90 A/7- A 9,Y 0 Al o 200 a& Farm Acre Value Per Acre Value ip E' p 2 0 -illo:b.le 1 -illable 2 -illable 3 Vcodland wompland >rushland -louse Plot o#al B-UILD.IN-G--IAERA4 Tll%,L Applicant/ Date Owners Name: ;rd u//0I Ca-"Ja-"",.Q4r4 Reviewed: f© 3 Architect/ Date Engineer: k Glr " Submitted: b SCTM fl: District: 1,000 Section: /404 Block: �— Lot: Project � „ jj� /-� Subdivisio Location: o�Jtl a "�-?, oa✓ ' , ,- — Name: ns u[..w_ Sin&Ic& separate Required At-,, p, certification: (Yes/No) It -- � Req. I Req. 1 Zoning I)istricC& (Lot sizc: _ Actual: a,�/(��.' I (Lot coveragc1_ Proixised�I Rey. ( Req. < Req. � _/ je 2 (Frons Yard �Proposed: 5 I [Sidc Yard L Proposed: J (Rear Yard 3'— Proposed-x=1-1 Project Description: AGENCUERMITS Permit . R�FQUIRED FOR REVIEW N.A. ISO YES Number l� 3-00d 7 Suffolk County ealth Dept. New York State D. E. C. Town Trustees s`b.a - _ Town Zoning Board approval: Town Planning Board approval: _ T Flood Plane Elevation??? p 7 Flood Zone: I Notes: 1 IL 3- ► _Q �" A- 11112L3 3 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/09/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 I V y Name: Draeger, Eva& Richard P O Box 355 East Rockaway, NY 11518 Clerk ID: LINDAC Internal ID:74686 76S-1802 BUILDING DEPT. SPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I 1 FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: J� Jf X-00,� r A AV �z DATE � IN8PECTOR o-1 Tis-1802 BUILDING DEPT. INSPECTION [ ] FO ON IST [ ] ROUGH PLBG. [ 'FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: 'J DATE 17 0 INSPECTOR 765-102 suu.niNo uepr. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ 7FRAMING NDATION 2ND [ ] INSULATION I 1 Flwu S, MA�^�\ [ ] FIREPLACE & CHIMNEY J REMARKS: DATE ZC� � INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUND ON IST [ ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ F ING [ ] FINAL [ FlREPLA & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. 22._:�e L DATE 1� 3 /D INSPECTOR /4eA---1 ...�7 765-1802 ` BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ) ROU PLBG. [ ] FOUNDATION 2ND [ SOLATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: AAO DATE INSPECTO 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ FOUNDATIO !2101)D [ ] INSULATION [ RAMIN [ ] FINAL [ ] FIREPLACE CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 17 DATE INSPECTOR `7 765-1802 BUILDING DEPT. INSPECTION r [ ] FOUNDATION IST [ ] ROUGPLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING [ FINAL [ ] FIR CE A CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS. ssR J .t DATE �� l INSPECTOR 1 j 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PIBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � INSPECTOR �"1ni�Z f�.-,Ic^+ �ryc^'R r`;?� '�r r,,C✓' '�$� Y••:,n, r - 1���0\�.;�/ ���i�� �`\����.�L, d///i �`, .,�0\�\�"�C•��/j- ��\�%u !/�///,..:;.: ��U �:� ;v U///; ����U"v /�/ ����� �!•����i�K::: ,::.- � ■ a^.• '/s 1 =J �. f+•� �X1 1 ",�J �t50'?) �,. � )� qtr �V■``//�.f,?�) g N qac e s ;;vt'N� \\�� I14/ MR �- r I 01e f } i ✓ �� (QA61i �r+�� �( ili (d49) /� lKSM,t IAZO 0,rld ON � - • • :M: � � rte/ � V --------------------------------------------- - ------------------ 1,1 C - TOWN OF SOUTHQLD BUILDINU'PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL - Board of Health ' SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined � ,20 3 Contact: Approved &-- .S ,20_$__ Mail to: Disapproved a/c Q Phone: k31 - Expiration 2005 ' )+t3 Bspector APPLICATION FOR BUILDING PERMIT Date �a� , 20 p'-< INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot:md of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. a (Signature of applicant or name,if a corporation) 28 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder del Name of owner of premises (NAC �1� �Iate'stC(As on the tax rollor 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. 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 DC7 Block O _-Lot Subdivision 's Filed Map No. iii, &�,-' Lot (Name) 3 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy,-,, b. Intended use and occupancy �� ^� 1►- 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front rte\ Reary` Depth 10. Date of Purchase N �I�ame of Former Owner 7�79 - 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;z �hw„V �4►�m21 Z8 C�w-rn-y ��g-��cz 14.Names of Owner of premises Address `'`�u` "'�� l� hone No. 631 - Name of Architect f�2vT�(Z Address'r?& Phone No Name of Contractor • vt>o Address —90 �' � 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 QUIRED. 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 O e �Ii11� cb N°NJ4-oOQA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Uw� — (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 bgfore me this 7T day of Notary Public Signature of Applicant LYNDA M.BOHN NOTARY PUBLIC,State of New York No.01 806020932 Glualified in Suffolk County— Term Expires March S,20 e• Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename: C:\Program Files\Check\REScheck\JOB#03-122.rck PROJECT TITLE: PROPOSED 1,920 2-STORY RES. COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 12/03/03 DATE OF PLANS:08-25-03 PROJECT DESCRIPTION: EDWIN CADAMARTORI DESIGNER/CONTRACTOR: Robert J.Gruber,RA. 476 Expressway Drive So. Medford,NY COMPLIANCE:Passes Maximum UA=411 Your Home UA=396 3.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 871 38.0 0.0 26 Ceiling 2: Cathedral Ceiling(no attic) 371 21.0 0.0 18 Wall 1: Wood Frame, 16"o.c. 2438 15.0 0.0 158 Window 1: Wood Frame:Double Pane with Low-E 297 0.350 104 Door 2: Glass 70 0.350 25 Door 3: Solid 20 0.350 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1242 19.0 0.0 58 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 ofhis/her knowledge,beket and professional judgment,suchpl specifications are-in complianee with this G e�_ _= v== r T_r �rRt: ARC 10 fir; Builder/Designer Date_ 3 �w .1 : . ..11kT REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 12/03/03 PROJECT TITLE: PROPOSED 1,920 2-STORY RES. Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-21.0 cavity insulation Comments: I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 2: Glass,U-factor: 0.350 Comments: [ ] I 2. Door 3: Solid,U-factor: 0.350 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be 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 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating _I equipment must be provided _ -- ._ — ---- -- [ ] I Insulation R-values and glazing U factors mit_beoleart}--Thir ced-Uttl bei dig planslor--specifications. I Duct Insulation: [ J I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts 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: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. 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. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction 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 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 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/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF 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 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Twes Range F 2"Runouts 1"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 1.0 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) Q, w tu/►it �wr tas cW t.dJ � I V „ u� �jw- ' testa,; t ap M I�ill *. LOT x � LOT a` ZI oir oat w � • EXCAVATION INSPECTION REQUIRED x FOR SANITARY SYSTEM r- BY HEALTH OEPART14ENT . TIT # . Cr� & VIIA'6'OLKCOU1'i1 ?Dr,, 1n P . 't '/1 dE-,4.J "O flr,.At:f33.sE.V VICES or #ems $014food #rrM a�tts, q�y� 7 � �� y T� � ¢,yy�r.y AW e�N FOR iY�.l�/l6i i', r% X�A�e.��'.ALO M,,,F�1�•�6�tJi.-4�'.J'17 CV�t1 SINGLE F'AfcMY RST-Ul" I' ONLY 2a4 a3 IAF. 0, oDATE e AtTW D ' FOR MA�L°vii3M OE BEDROOMS E Y L plUS TIMEE YEARS.ROM DATE OF APPROVAL .'slimmy IS UC. ANX .Ore: 05111 , • J LOT AREA = 12.000 SQ. FT. CENTRAL DRIVE (MO) (471) N 77'26'00"E 100.00' (,a.4) MAI (� (471) \ h _ edge of pavement i f46 75.00' +'s � R=25.00' L=39.27' N Z W 25.0' 4�6 _P6 *o 20.67 O O WOOD DECK O C) !! PORCH ABOVErTT a' GAR � O 0z zc PROP 4 c DWELL +b N38.83' 46 28.4' 1200' N \ Q O O _ w J J& S 77026'00"W 100.00' LOT NUMBER 132 am Im a► AW UK AM NWA AM nor w J08 No. 03-489 FILE No. CAPTNE N KID ESTATES ILAwna ATM AMMO TO K4MM at AW onr CONSMOM SURVEYED FOR uw ua A WWM a Maw+w 10 ms KWa R A MANN W AOM LOT NUMBER 125 7=as tat ww vm� ur. MAP OF CAPTAIN KID ESTATES 0a N�wwL a"oy 10 im PWAM FOR rat 7w SITUATED AT MATTTIUCK 0~s MOM 44"w, s 10 w!c 1"cow"" aerwnx WO Aria me N urn M4 Awo 10 IW Awwrr W oa aigpv wVAVW M"W WWW ro AoaMM& TOWN OF SOUTHOLD. SUFFOLK COUNTY. N.Y. � � nw eowt www■war or NK now rs um afts yrs am WL a SCALE 1' = 20' DATE 11-11-2003 gM° WL MALL Mor a 4000WO 10 a A WJA ME ON FILED MAP No. 1672 DATE 1-19-1449 CERTIFIED ONLY TO: TAX MAP No.(W oNLY) 1000-106-2-36 DISK 2003 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 816 1886 WADING RIVER—MANOR RD. WADING RIVER. NEW YORK. 11792 N.Y. LIC. No. 045992 631-929-4895 HAROLD F. TRANCHON JR. PENN. LIC. No. 216—E LoT A R EA 12,OCC SO F-r CENTRAL DRIVE N . 770 25' 00"E . 100 .00 ' 75 .0 0' < e� v?p,gp0- O i u� o O � N (� N Q e- 0 4 O a IY Nll�0.67 OLCi< �p POACH G nBovc ' Q Z 0: — — 284Z - - awo175 D N Z ro – cr 38 83 w Wm.D m r DEcr I 0 - W Z iz I I 0 O 0 O fl v c� o 0 N r- Z I N S. 77° 26 '00 " N. .00 LOT NUMBER 132 JOB NO. FILE NO. CAP'T KI DD E ST' S MAPPED FOR LOT NUMBER 125 MAP OF CAPTAIN KIDD ESTATES SITUATED AT MATTITUCK TOWNOF SOUTHOLD . SUFFOLK COUNTY ,N.Y- SCALE 1" 20' DATE 9 -30-200 3 ' GUARANTEED ONLY TO FILED MAP NO. 1672 DATE 1 - 19 -1949 y014 TAX MAP NO.10 00- 10 6-2 -36 (REF. ONLY) DISK d HAROLD F. TRA14CHON JR. P.C. :s. t LAND SURVEYOR �dTr /p® 048��ti J��OAA_ l -� ® LAND 1 866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 HA OLD F. TRANCNON JR. • • LIC. NO. 048992 516-929-4695 PENN. LIC. NO. 21115-E N,00.n. ;a LOT AIS 11,UCt .M F'. 0 — p 3 000 :7- CENTRAL v0 :7- CNTL DRIB N 77026'00"E 100.00 pw �- 00 R= .vo' L� watw z , { to IN N 2s' LW V 0 17.5!•• Cu ASO* rr 21W t~ R d . 2 STY FR NEU .9,2' SUFFOWCOUNnroEP a APPROVAL OF �..► FAMILY CE Dae XT 2 2 H.S.Ref.No. /b -03 - 0001 U Mw sswps Opoad and w*W soppy at ft l=ft ham bMn 1 0 Wit md►or OR ad by ft powmmm s apand"and found b �y fly aQafaolO I FOR A MAXI OF_ BEDROOMS. j d `.'•�� wow J.HlWt.P.E omm ofwastwi ter �tLOT N11WKR 133 ►w��l w�1r�s i+ � NOTE: L. »Pt'�C T�Il�gf. IM�I`PQt fig-31- 1Q4 SAO, WW� t ,nt f0. HMO 'MR Im w u am6 rw� 4w No. c► �-�wea r + rev EVATM b Milr o AW SURW'fW f" . de KAIM L Df �i ieae urim uwm a A Mom w Mww L WJk*M 125 11 w aw MY in son UK Chi' CaAPTAMI 10D MUM ��M�wA � � AT 1dA1'�' tJf3t MR mw lwmwuvmm to" gF',Si0mk3LD, Su1''F>rM,K Co0m. N.Y. +Ir, �ar.+w►wre aw�rr� use ��.M Ww" 1" 20' DA1l'E . 11 11-2803 -+rpr at srtwrr •to it#Vom IS a". FIL,Ef) iMiVP No. 1672 ow 1—4f--1940 G . M ONLY M: TAX MAP Ne.(QEF ONtM 18dQ*t ?-3!! OW 2003 K40M L DAMSON t 1Tf1 P.C. LAND SIJ J P.O. I ow ; 1M WADMG RNOR-a". RWWAM0 WER. N.Y. LIC. No. 048"2 MRALD F. T 1604CHON JR. PENN. LIC. No. 21S--E Fir,OD Z01II ' r r R Figure 2LL, r „46,•24 Typical Lateral FraminK Connections TABLE Ra01 211) FLQUL LUIaIVIAGE F(t",; ' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA VT QN /) I Wind SUBJECT TO DAMAGE FROM' '< • ODE. , \ GROUND! SEISMIC wlnbr ' underay. ca R+L oTEs table 3. 7 Rafter/Cethng lout Hael Joint Connection Requirements ,p/aC�Nor.�j. ,/� NOW DESIGN o Frp,txn. �( l," a I':dFlood 1. ALL MATERIALS,ASSEMBLIES•CONSTRUCTION AND EQUIPMENTS CROSS SECTION ENI VIEW --_ c LOAD SPEED• mph) CATEGORYr weunom • d.pm• r.rmur• Deer a , Ji:.ILL CONFOR\i TO T1;E REGULATIONS 07THE NYS U1lF0AM L'O/✓/✓ECTU�•S CS,ZO C'O/4 _ \ ' •� e zoo qS /,zo C -frvfeE 3=0' ,N,+„ ,, // :Ti:E PRE\<NTION AND BUILDING CODE,ENERGY CONSERVATION _-- J7.•rAh /O yC//ffp //✓yRE _ For Sl. Ippund p<r square f«t-O.M79 kN1mr, ImJe per hour-L6ov kmm. Dead Lord Asmm .tom AoofAwcmbl DL-10 s( -«- .�} „ _ _ T - a.shalltbe nledmwdh lh aw hennfe m,fesan<rcl tithgole,""modemmhnar"awere" adooncrcheas determined from the M'mha,n Probability Man iF,.mn CODERENI`ECABLE PROVISIONS OF ALL REFERENCED STDS.,/uW coca ` G✓h'E/S'E IOLC/J / g Y 9 r u p F rY rY Y gmrcmrnu oras uah.'hr•,cahrnn wh .<' Eo fc/6 OC. to , I Ground snow Load "'"a 1 0/ - 8101.213)].The grade ofmason s f c, g pl ) g y, arc LOCAL CODES HAVING JURISDICTION. 4" L'4 -'`'` %/iE'•C� /c'nU(✓iO�a, _ 0 ry amu shall be Jrmnnmed tom ngureI C 74,C),Thei ,C icuor I C 12vn the r o line d ' SO pd sal_ V 7 � �, I 'e b,Thefroa line depth may require deeperfaetings hen md¢ntedmFigure R403.1(17.Thejurisdtamn shall rill in the frau one depth column with the minimum I' • k ` depth of Fastening belox finish grade. 2. WORKMANSHIP SHALL CONFORMAD GENERALLY ACCEPTED GOOD j P\III e.The ma so.,shall nim this n attic table with",o fen �Pa24 1 36 Ff -{ \ i, Pa ",or, ld "mrdemle to heavy,"Sbghl m moderate."or"none n sight'in accordance iota Flpurc PFWCTICE i\THE APPLICABLE TRADES. R 24 3r -1 `/. at RJOL2(6)depenamg an whether here has been ahbiolY of lornf damase. ' casseRaOerS --{ \\, 3'/�/PS°^/y dThelumdmmn shall rill In this pan ofrhe lablewith"mndrmre to srvcre, "sl,ght[omodemte:'or`nonrmshFhr'inacmrdoncc„ithFlgureR301.2(7)depend- J. :1LL DIMENSIONS SHALL BE CHEC}SDIN FIELD BY CONrCRACI'OR Ra![er 510 ps01°gt,..eA -I ' s Typical RR Ing an„hahrr n,crc hoz beena hlvory oft«al dnmape P Required Number of l6d Co...GMM Be,Nails Per Cannecuon I,Tbe,urnad Iimind!1ill,n this p.a flh,frldr,,uh the winds d from thebvre windspeed ice Fl R301.2(a .wind c` PR30RT0 OADF.AiNC MATERIALS OR COMMEN'CIN'G CON'S7_ T90N. I aril x vap( pure )] pnvue rntngory tool:hedrlcr- Installation mined on st I speelne haus m onmrmnre...In Section R301.2.1.4 IZLD V.^,RllafED DIMENS10N5 SHALL TAKE PRECEDENCE OVER 12 6 II I'! 21 -JI ;�, fR<rermTabl<N1In1.;`wln.ro.z res on-n,�mTnnhsrutlri_eel n,n , SCALING. T, -IED 'ARCHITECT HOF ALL TAKEPR 16 a 15 22 w In,,unsdollar shall fill.,this an Lithe Mile wnh the seismic Des,go Cateynry determined from Section R301,22.1 3:12 j V f /' h The'd... teen shall 011 in las port ofhetable welt(al the dam Lllhe...... uaton's enlry.nm the Naunnal Flood:nzumnea Pmgrvm(J.ue nfaJLrlmn nrlh•rr,I 19,2 9 Ih .'] .none N,I) �_-- �/>�j�-j T(J �/V(r� __ code or ordinance for management Ol flood hazard areas).di the chic(,)Lfac c.rmr I Ilnm'e Fill rail RlFM,Lc.,I laJ h+mN ma / semen y e p,d„pica h,u, sT 4�1� L �� / � eommuney,az may he amender 4. ALL CONCRETESHALLIIE MIMMUM Fe�J,000 PSI STRENGTH AT 24 2- 3 J°=>,_� f`-." I� /N�SOGC T/cS_E /6 �G L See bell R301 1y)far rrasuo, e,r ln,ds 3a DAl'TEST. 12 5 9 ❑ r S. ALL-r0071NGJ SHALL BEAR ON UNDISTURBED SOIL HAVIN'GA 16 6 II I] CERTIFICATION OF a:INTMUL� BEARIN'GCAPACITYOF3,000LB.PERS.F. 412 19,2 2G � I � v� Pi/rTE � </v. 5yevcP - NAILING & CONNECTIONS ALL CONSTRUCTION SHALL I -{ l ti To T✓�fL9T� 6, A'1,PLUNMINGSHALL BEINACCORDANCEWITH NYS AND LOCAL 24 9 ' " " III Up ��,�! IF d�c'!�.//es' .sC/osBy.Si 'l REQUIRED. MEET THE REQUIREMENTS OF THE .'ODES, 12 4 i 7 l0 /5'f i F ,; .i�/ V C f r CODES OF NEW YORK STATE. 5:12 16 5 9 14 g - 7. 1;LECrRICAL WORK SHALL BE IN ACCORDANCE WITH N.E.C.AND 19.2 6 I I L J(1 \ 'SSC •>/Uw1 x/1 i✓9/C$ r CERTIFIED BY'R'S BOARD OF FIRE UNDERWRITERS, 2J 7 f 4 ",•�:. J7/J Y./Sc,tinjpfpt�' ••. AGN. r-v0 or cUF x Y+ .. J /J�'• 12 3 5 x ,our /^/a ./C//ter .✓•J / S. ALL LU'NrBER SHALL BE DOUGLASMR NO.2 OR BETTERMIN �. Tstalla'NC 11 Ill l /y 1,, �/ .ITL. h'PA.Pi4/y' . Installation �IQ;II 7:12 16 4 7 Ic _ _ %Tc�i/, lTd/0 .I ,lIJE r ! PGAIEu 4 %"G9 ` \V\' i Urc kS�/a./x/� '� P-�� ,Gaels C//` Pb=575 PSI L1I,E55 OTHERWISE NOTED. 192 a s 12 / ! , o /"�" 4 9. ALL STRLCIURAL IMAGERS TO BE(2)2")C 6-UNLESS OTHERWISE '-4 5 16 i5 Table 3.i Nailing SGhedu70 Nn+i�$ Ls'E�9.Cl✓b NOTED. 3 a ' a ///r�.,w�• �✓/J/�b"'o/1^_/ --,�Y''�-'` POE.W.C"/VXwr//JriTiZ(l. - 5 9:u 16 3 Narrow,Or Number of 10.A'_FRANONG SHALL BE DOUBLED UNDER PARTITIONS,POSTS 191 J 6 9 lo'n Description Common firth HL,Ta Is Y,' Sp c n AND AROUND ALL OPENINGS. ._ � _ f 2a n /`i�/[. /Of///s'GG �cl//%.-_ _ -. o/ T /2/O /ir✓l - -- p'•-° r a ooF PTuCmc t !d}: 'r,._d\!;''�r, .- - . _ /6 IG, :2 1 3 5 - •_ - -- /•✓�f�➢�,G C.' /(a '•'a c, - //✓JT/✓GG C-Pu-tiS 6R OS✓ S rh'_ ,I.ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE R.M1mmTop Plae frac-nada) }-»ef - Q 16 J 4 6 Celina Join to Top Fare (i«-roiled) 4JEJ /O perlmn NYS li\ERGY CONSERVATIONCONSTRUCTION CODER MTs. 1212 f Cnhng,elst ro Pamud caner (Fret.coded) - d :� PLUMB ICA ON 92 3 s 7 rEfv<vaF�7 '�• nz each fa; 1 ! -v - 'TEN ' EFORE Cohn,last Later Over Pamnons (Free-coded) T..K I.PE[EY. E/-•'.!•�3> each la Xyl -Zw Y 'e a2.HAIDTABLF.SPACE MUST MEET EGRESS REQUIRF.MEN7S PER 24 3 6 9 Collar Tic to III (Pace-nailed) / X p v ON ''w'',N Nl'S CODE SECTION F310.1.1,MIN.S S.F.OPENING ON FIRST BI«kin to Rarer fa/.tE3.1 fie`•-"°�'E�.q. pc n,e L* ' CUPANCY r R«-n.Jta) 2.as z-toe a here �r:.l' ✓/�6„fi yfyv,,/✓ JFIC^eq;r I )'LOOA\4ITH2O"MIN.WIDTH AND 3a"MiN.HEIGHT.5.7 J.F. ibmBnarJmRan<r(End.naled) 2a6a ]aha ore m" / / r i Ir. ,� p,'NWATER • +. /Yes-ZI� G.. yAtl>. /' / r' SC) ,• . . a:•:✓'., w'nLL Fa•ssSmc Ll�. ;g , - ',i L/JE Siii,/Oj-c.✓ w�.S-G' d Go.^>'i/+1oN _ _ P L _ .i• ' ANNOT O\NHL:ND FLOOR,AND HAVE ASILL HEIGHT NOT MORE - TAA.\'A4IN'CHESABOVE FINISHED FLOOR. Top Plate In Tap Plum (For-ria lxd) 2.16d` 1 1 16a p<r r " /f//➢/CS /ti Eg, If, -19 -- ' '' F 1%LEAD. Top Plains vt hicnectom (Free-ru led) 4.16d aillad )onn-er hvde �_ ' 1 `-z�/�/J�/b �/6 G(..�-- 1J,1VI\DOWJSDOORS SHALL BE WEATHER STRIPPED AND smdro5md (Foe-roiled) 2-16d 2d6d 24^or ,1 SGS ( . CAULKED. Header m Header ate- A /'/ / " :' (F nailed) 16d I6d 16'o<.Lion a ) -/7SC 't7,/O • Ra TOP or Honom?Isle to swd (End-nosed) }�� - PEx zr4sn/o � ek C' /f sl B '• - •' a" PLUMB PLUMBING gti� / z ssro � xJ aononi Plme to Fluarjeut,Band2oin,Endjout or Z-I6d" 2.16d'a (Fa<c.rodee) per uL //.�fT•9G i/c'S e. /6�oC. �IAlE G�/Uqy,� am-. PLUMBING WASTE Block„y YP�aS. WAER LINES NEED - pas, 6ocy-T _ tallationjEgMG!gEFORE COVERING 1. //`/ 3 LVL and a 3tN' iatric Sill,Top Plateor Gvder (T«-nailed) 4.Rd 4-IOd perlam ,J/L�C� 4/� Blame steel column BodSInII°,om (TonmJed) 2-ad 2-IOd each end BlorkingtoSiJoin QopPlate 2.Ad 2-10d each lac \ FR NOT MING UNTIL SURVEY URE 9lakmcrosdl or Top Plate(f«-Acura 3. y ) 164 .-164 each black / ;_ I FRAMING UNTIL SL'FVEY � U Letly<rsmplo B<am(Fare-wihd) 2.164 a-the to n out I BSE Siry�D.`•/' G C��/✓EG/ 0 Q //P /✓ , _ _ _ _ _ ,entanLeasermBram(r«-nauta) 3.Rd 3-lod perjou, -• ) OFFOUNDA-IOK _X ,TION - -�• Bard Join 1.rail 3.164 4.16d pe"ora II,\ II' />x-<'o )fa, yAL✓,l _ HAS BEEN hrrn:/v[D. / Cl /(/ /T //[, G/ [i L✓ L 6a,e loi,nosnlerTor Pmm(Too-nn'ued) 2.16d' 3-16d ` per root ' v' III/� ar%(✓J/Q d/f bq r-1 R OOFSHF-ATHTNC ' /✓/D/GST snuetunlPruett as oa scE/Pa s/rc� /�/EJ c ✓D - UNDERWRITERS CERTIFICATE J�/1���/C �/✓ FeLPEST 52�0 %A�E.G %f�JCi Tia//�Fyf�j�, DiagonalBoamsheah.n9 / oTc y ' '//' REWIRED <_ I'aa^m rate' Lad 2.1 Od per support 11 Olji- VI i<<-v+�yyOyiEGG rt/f CJ7V�✓/i19i✓d/JL fU�' GL✓E/7�✓lJ Tuio - em:u,,,wallseamr,..arr . , eFalas ser�arr Htae saltLLl<rt rear<ncnew er` rl✓ �d /�An/O �% I -�% - ,fes P�T✓�S-9$ -- $ REOUiSTATE ALL OF Mile _ R RK STATE &TOWN CODES REQUIRED AND CONDITIONS OF 1609.1.4 Protection or openings.In wind home debris 1609.6.5.Attachment to accordance with Table b . WALL SHEATEING' - O .J J �N Co/?>rl \ >o//�/9ic 5 >o r✓ regions, glazing that receives positive external pressure 1609.1.4 is permitted for buildings with a mean %O S/ GG TN/C oG _ _. 4ULDTOWN ZBA Ymomnl Paneth Ad lOd JEEs✓N[G J.,'SHT / /6 a in the Inver 60 feet (IR 288 mm) in buildings shall be roof height of 33 fee[ (10 d58 mm) or less - - Fmerbpvd Panelr No/E Nom' ✓� ��J�ALC ¢ /C'eC I ,z�Be./ Lois//sj,�{/9/G,f To - ����.\Jr�•�( - i aOLDTCWNPNNMNG 60AAC SiGG PL9TE -. assumed to be openings unless such lazin• u impact where wind speeds do not exceed 130 mph 7116. 6d' glazing P 3'mgt/6'a<In resistant or protected with an impact-asklanl covering 2.Buddmgs in Category IV as defined in Table TABLE 1509,14 25132' Rd' - 3'Ngc/6"Geta 1 -- j��IHQL�TOWN TRUSTEES Meeting the requirements of an a rmed impact resist- WINDBORNE DEBRIS PROTECTION FASTENING 9 PP P' 160.1.5, including production greenhouses as SCHEDULE FOR WOOD STRUCTURAL PANELS-'° 0,aum Willri 5d cooler 5d coolers 7-<dke l l G'GeW _ -� NY.S DEC Ing acedstanCherard mASTM E 1996 and ofASTM E 1886 re(- defined in Secuun 1608.3.3. FASTENER SPACING Orches HardbmrJ da tld (see Tab1<3.1 Il /r�/ /�E�Ej� D/,/GTABLE R905 z A 2 R905.2.7.: Ice r0:ect,on. ;,, areas a L:c ereneed thercm as follows' ) Pani<Icbo.N Panels ad ad (see mmulaemmr) I + . -_- p FASTENER z teal s 4 teat a 6 feet. //J�S/IrJ�'GJq/ -- ___ VALLEY LINING MATERIAL Panel i drly tcmpe:a'rerc :. +a cLa:/ s 2:°F (-<'Cj or LGlazed openings located within re feel of the TYPE Panel Panel Panel Du anal omrL shmh'mg /�j3./� `L/Ej ee/d UC. __ mlN:vbr" •,she,TaS:e RIO: 2! rete sJ CcsPon s i'O///' G �r/O/' mm) of grade shall nee[ die requirements of the span span span rt6^or rxs^ bad 2-I Oa _ _ tNICRNEss w=-,ean 1 d - lr• � �/fGC>/C9 � / MATERIAL InrM1ui GAGE (JowEa ISa!COn515'SGfd teal:`.vJ,dver59L,-,C^:.a•/-.'_- szlee[ Pcr suppnn _ _ Large Missile Test oFASTMEl996. :41ee1 s6leet x5feet reln'Ln.idv " J+sa " 3-mJ perm„ort J /////.:.5 /.r/Jy9�- 7EJ /6 "OC. f I - • I, .. cdmgc:nc nroea slit-aeecnne?d' ...c:inn'., ' ?.Glazed openings located more than 30 feet(9141 2ihk6 W'ooJ Ib 16 12 9 .:FLOORsn[nTluN'G 'I 'Il '�EA' ENO GF GGI� Aluminum, 0024 men sheet,sha;, be usrd. Ir. :,c:. o.`rn,r. a: mm)above grade shall meet the provisions of the Screws Structural Panels �I," __ _ - - and evtend "Comill la 11:0 a-ol, a:eau 2:, Small Missile Test of ASTM E 1996 1 1^or less SJ 104 6'edyc/I2-GeIJ Sm•nless sl«I - 29 - es(6:0mm.j :nslde hat ex:cr.c:suet, Lnc oer-,e a.. 2 h cr Wss,d 16 16 16 12 "'a" hen I" lad 16d�Gdd +J - (.,,Jr, Ga:nn¢ed 26 fore R905.2.7.2 Undetinyonent and high ,,,nC Exceptions: � I � OG179 - -- S<reus Dugoml OoarJ shnhmR \ \ reef coaled 090) mens a,pled in areas s.,'o s[;oS ,.Ind> ca 1 Wood structural panels with a minimum thick- Fur Sl mai-"SJmm, foot-35Jamm.l J=O JSJk•. \ - r �� � � - �,D mph dL p _ -r6"erl'1s" b9a zit OJ penuppon /`\ pour 6 I'n Ia'ennJer 1-157 per ippon \ ' \ / Lac aaoy 0027 - ?. (;77r.Rs1) pc: F,r . , R36, D:4•. net's of 7Jis inch(11.1 mm)and maximum panel f nide perhour=o.ali L✓s )e, -�1 - ` spnnofiffeel(2438 mm) shallbe `emitted for oThu u6leuboxJ onanmaimum-,ad speeJ t3,emnJ guvt)ol UO N.uhng requimmenu are base)on,vall rhealhiny naJed6 mnc,f onaentar at the pend rJy< Ifwal:shralh.ng is naJN 3.o<nes omc<nt<r at the \ _la / / / / rad 21/1 pp lee IL. Com0lten ,c111;des; :aticfp6 - -,- mphandmcan rwr height of t3 feet or leas P+nd edI,1,1bn,nh, I,,,dwa capruecs,redrz requireri forzvuomml members be doubled,or alternate connaso n.auchu ,t mar �.' 1 / IP."I'daeme - - 20 Ll mnnu,raC:urn's :ns:aP,a;.on lstruc6o-.e - opening protection in one-and two-story build- r p„ / err:o be a ' III Faaen<n r[,an be msmned at..pada,anile of doe weal swuura pia.»,xh,l pr cavil m mamym the IeaJ h. „� Forst I ,neh-25.4 mm, and-0454 k¢ (Pied ams_Cr o,eoap nil[ fa:,-,U Ings. Panels shall be precut to court[he glazed U'hrn,roll rhavhinp a ronli:maw .......oared members,he ububtN number of nub shall be p<nonma 1°bei to 1-16dmil pu faro W 36 niches(914 mm)o:,crnttr pend ea:,»an,,.,,:rnn1 •ar ruunnr ran,and la ,In.•J,t1,«klncraraJJdienal I....... �.t•Y �' / / +/ : s 'aye ll,drs are pcm ......r , R905.2.5 I-Ia1hmP, F:as!h,z tar as h-o:[ s,1n31es s openings with attachment ed locri provided, C. dael.rea•artrtuehw to mmnnr. or.nunnrylxu;w.they,half > `J'ly �� , 1//y>/ersv/ ^ R905.2.S,3 Crickets and saddles. A cricket or sand:e P __ _ shall beinsta:iedon thendg<stdc ofanychimncygreotcr co''np:y with this section, A rients ins Shull cladding designed to retest the coni- be nnadme mthnne ,hraunn,,num nnchun hexing o mm,mrn, ro '• _ �� / UL"` ��•/OJ. 8 jErVi�.�✓y pacers and iththeloads determined ,n w,hdnwal mp,ultr ufasY,poanJz /fEOf JHL</�Jl//y/✓irE; /.r/1.l/Gtti zf//✓E' -/E e(^ LfE.L�'�(L1S_Srr7.=//G�: 4'' \I\ / accordance with the provisions of Section - - -- _ _ _ esf•,/CbrL/J yr�.V //.y/L J%//1zG/ �+/J.�fC �JC -fr��LOi//(/ / ` `t' it ' E�y/axil, than 30 mehes(76_ mm)wide. Cneker or saddle cover- R905,2.R.IBnseandenpfn,Sing.Baseandea,-,fes ,.; @$��-' ings sha;I be sheet metal or of the same materia;as the roof f- /NiE/,"/HeCOiNlrJUiiiLP16'�CC�I/i/A'1•✓Lt' ,Z G=. I / Ais�%/G� /�oGr,,'F?JOU shit[ be Installed :n accordance win manc`,c; ,n`;\ /,/�j�{ /O �D��E OC��/s ���/��� /✓N/CSA✓NGI� -_ - _ ._ / covering. Installation instmehons, Bae. Ca5!n rte 1411:. be A905,2,8.4 SI[Iewall I'llsAPPROVEDASNOTERi either corrosion-res lx:ant mesal of mlalsnm :ec.m �= /✓,oli S/tuts✓' f o'.rIEG ✓' -- '1 r \ p� sldewall shall be b the sr� - 1 method. c�e//`� 0.0;9-inch(0.487 mm hIc'n.,ess or mineral rr'ace o, '7 y E/a /Nrf/C'/*1Gp/Nl .�i, p�T as f l �. y DATF_/ B.P.i roofing wcighingamm):num 0,`7 7 aunts c•Gi G d-�//GG'//✓y'J' L✓/T//ii1/ Oi✓c /.//�.G- G'� %/S� �C��.7 ✓/Sc fj'e�GORfigd/✓ C ��o�.. - .�JG�S//s1oS0-✓4' l :J R905.2.R.5 Other IInss I �' s Jp nga,nst , a J feet (3.76 kn/m2). Can ^�as'c:nepsS;11: rte cc;ms.c:,. y�tS/ eSO.Ui✓O -Ss//9Le /aa�ET Ti/E' �2c`Q�i2E/'�c,/�✓-Try^/! rii ,I,prE: /,fi.-�,Pio,� Zo„/E/ei °o,�. ,/'T//O L�SL/ir/� `�T/�yt `L//�_y' _ II /. % �' 7 / 2,Q front wall, as w<I�E£? ^"*ten BR:a resistant metal of minimum nomlaa! 0.v:i-ilia j//�, moi//GO//1/� G'DOC'1F%//C JJ�TC,�iC/✓�L[/J/rr/�i'S .. - Z e� � - - Y - - ar / '-* l `D fmshing, shall Sr�RI r IP�[[DE4fARIFMENF''BAT (0483 n1m Chic:ncss / - r ' - / tiA/ _ __ ) mnnu(acturer's pra�aAQl�sfrurS,ls.TO 1PM FOR THE ) -J FOLLOWING INSPECTIONS: R90;.2.8,2 Vnllevs. Vnlic �9N!/JC/De/ /✓/Y/G S/'///U/OC /�.L✓EL f.V G' b mar»/✓.�a5/L /," 1. / �C. y LOQ - SEC /p/✓!Fo / l�P1/E?//3" /�i9�T. /6o _ q Eo„r za✓tea -/{'oC. SIdV G j �S r�2 �o�x/ / - 1. FOUNDATION - TWO REOUIRED bcfare a,cc wnthmri sh n"ks it... ...la::a;ion :ns,-. 9S 9/ Q ban/SAY/GS 9YAtT /i/lE.pAlfO/9lc SC�f73,P1-6' La.+r.•inn/ „- o� K- %7 I ( Y n ons sh, Asn„c; ,. agso c e , Wirt /U FOR POURED CONCRETE types shall be Perri[led: -26� C�/Nirl/vJ.✓C ,,�/�G /S - - - 2. ROUGH - FRAMING A PLUMBING /Y�����✓Gj /Lw[�t'�/ / fJ �D✓L Z/ �./� " I. For open valley ("a➢cy Lmag caposed) tined w,f, _ 3. INSULATION merzI the v°Ilry ati shNl be m I.an 24 -d9sc0 �usn/ J'/;�E r/JG G'ovE OF.r/{/rJ f/o.�N ,��arf' J/dJ To �j7GG /�i�TE 4. FINAL - CONSTRUCTION MUST (6:0mm)wfdean'tI Mthe cOnOs;on-,L,I,:.,: SECT/Oi✓-l'.905��/:c�L/i e�if>E/✓TTOti�/CoOF_.G_U!/c.L=�i✓� /SGS'>Ht,G a, /C^'mac, BE COMPLETE FOR C.O. ii In Tabic R9Gs ..S 2 IJ0:3 Dead into. The zcmal weights o. noI and 7 ALL CONSTRUCTION SHALL MEET THE 2. For open vnCeys,vn;ley In ,,IwopLesofm,een: /J'L��/'✓/✓ ��� eonslnicionshall he used rordetenramngdend load wnheon- c REQUIREMENTS OF THE CODES OF NEW sit ties"roll loop n¢,romplyme wi tri A ST N: D24'i, �l R905.2.5 Fasteners.Fasteners.eras halt shin Ics shall be vderzion ]lar ole dead load of IIseJ teniae cn,ulpntcnl. .p g _ YORK STATE. NOT RESPONSIBLE FOR shall be ennftter: The bottom layer sra6 oe _._ galvanized silly stamlcss steel,aluminum orcopper roofing .. - 8mches(457 mm)and mato{, tavern m.n.mu:n,,; load R301.4 sh Live load. The in Table umlonnly uulnbW<J Ilvc minimum .I . .f/g7F"'Tir' �/ 36 niches 9 a; mm a:i e. - F P mipimum 3/8-inch (95emm)diameter 1G ad,ASTM F 1/66374 , : . Liii/Oos✓J:.s'//YH/IL:9=0"ci=C3/PJ%ERS_= 3. For closed vaiieys (,;l:;ry covered „',1-, load sh_all be as provided In Tabic P.3D 1.4. nails05 inch y I MINIMUM UNIFORMLYR30DISTRIBUTED4LIVE LOADS g g g jl I] �.:i rj�ii<G.<7�e�10>�,fX/iEO�Ol1/// .i.P6SSL�jE - va ey]mms Oeone p:v OfSmool,rn:, er,-- _ _ of a length to penetmtc through the roofing materials and a _ l _ __ __ Ila Pounds r Ln FPL , .(-9/U.✓r l LSTA21 ', I; ' �f',9//.✓g.-OF:30165 F. :_ :_. - ..::_-_:. C1 :cast 36 mchesr9'4nm u'ctoo��) c::: n ✓/LSO UJ90 /D//j USE LIVE,.�eo 3 IL. � _ . , per square foot) minimum o. /4 inch (19.1 mm) into the roof shcathmg Te j "'I , a _ - Where the roof sheathing Is less than / inch 19.1 mm ,� { .A«::o7•r<=-P. L7i.5rvve,Lf.:;t✓A71'_fiG<l oi.,..__ ( ) •„u� ,,,, _ g 4 ( ) . LSTA21 ; . 'Ina. : .. /�•EEo pEJ./J�,fES1d-P6'.,�91J// described In, Items : and 2 a'aov sha:: t:,coa,bamomcs 6o I thick, the fasteners shall penetrate through the sheathing. I���-,'!hl.^.�,, ° '-rx� �- 'Ra'a;1 II I � ' Sp l n o 7, I€, y iolAG GOrO S� /6 P g g 2 'III �' PW, hYae ,,.'n ns-a; -_, Drrka 4G Fasteners shat comply with ASTM F 1667. , d hit I D I t In eu o, : 1^un: metric. nesse,gIIh1UL dc."ch' USE IS UNLAW U lo�F I i _"- ,1 I ',fl I j � 'L•67 `ri - l nn rz,v t,rtl,mr,pcee I IG ', R905.2.6 Attachment.Asphalt slainglcsshall have the mini- I III tV o•" I /'ort i ! III I,,�I,II \I . �, �� yj--✓6 nu rs,v llworn c tri ! mum numberoffastencrsrcquired by the manufacturer.For `,' ' I �j'h '/ti✓✓✓aloO�1/ �/O�c= WITHOUT CERTIFICATE 1 Romns athcrfmn.gapmg rooms '0 , =� normal application, asphalt shingles shall be secured to the I j• t - 1 'III li„ GE�O GO.flO /O /.t lrsm'ring coon,: 141 1 roofwithnot less than four fasteners per strip shingle or two I , o' ' ', /�.' AGC Wis/00/-✓SS/ZES CJ�/TG9n/S u/E e�} _� �Jror+$ Guend - a - --4°`�: fasteners per individual shingle. Where the roof slope �' LY /rflnJa�.li�o TiE_ F ,� : III A � /9/✓Uci29Ei✓�Ldi. ✓,'/SOW f9/AGO�j' dr/eESS pl//e�.'PLdi-y-c /f/c.'c.-�; GuaNmh and haudra Js 200 TYP.cal PC /JRT6' , , I �i i ' f Ld/�r/v Ge o .v/ �iT /O /6 F°,sl,- J ,, 1 exceeds 20 units vertical 1n 12 units horizontal (20:12), � ' ,II+ -✓JE/7�T/U�_�Se=�/�Go<r/-C Iwuu per square rout-O.w79:elm I wuam Mich-W5 inn . , ,Past cap Installation Ems.-c/,�aGrro-- (_ I Lund-4.45 N. special methods of fastening are required. /�I -. _ �, Single Strap Application _ p OF } p ,A �9os ,r:?,�Tdrr K/ (MulflPles maybe vsetl) FI Z,--i--iElry .. aW pamgu OL rhv11 be capable of wPromn9.2,000-pounJ loan M „ of tut fasteners per shingle where the roof is m one of the I-'�- =?� 1 d over.20-wuarr-Incl,a,-. _ rnr,' Dxce tion: As halt stri shin Ics shall have a minimum i I� , /, T'T/-f-T1 - z /-5'i dan6 / I b.No rtomgc wall mnrslopc not over3 ums.n 12 units. ,, /fel- Gk`" L- /6 d'OG, L'/i'Tc jp�y/ G" �Exc�FT G9SE0 O/t/ P g • ' sEGsv 4��!>/9M�✓2To / l A ./ - following categories: /y- /B Ay•ee24i+>w, ��-`�i✓�Nj G /'U�Z Gr Nc=/� S'i✓ /= tf/J� N.C.to Teale tUOl.a-.ondnued � � T I _- �". h3 moi'' �Si ryFSon/-1/E/9d/Jy y' 1 Z> r.IndrvWual Lav vcaas ah.lib<JatgncJ fur he undorndy Jlsu.bwad live 1. TI1C basic Wind SPCCd per FIgDCC 8301.2(4) 16 . 7 r� po<r//✓ ,$'T!/LR AT EA,ANC/ynn; �= '4,wT J' G$' n APPRov Lo e. ..i'�GT%Gr✓ /C-�o% ,2..Z ciS�iG /moo✓iSiL,�S� madam Soo-plau°d,douomratea mrdarwge.rran area°nl strvarrnch. l 10 miles per hour(177 km/h) or greater and the cave O� f'841,-- - i`c'="° r To.SiGG�L�sfFTo---- \� it l'Ir,•I /soar Q' o�n ? se.LE /r/a/5Jc IcRAw.v o.iP/ura0 11,whichever mducm the mace alt \ k� XC✓Jio� p g is 20 fact 6096 mm or higher about rade. / f f�ti F "' °"TErS-a3 Rrv's�- d.n a.nglt raneemmad mea apptiN..,4ny d,rtrhen m any po,m amnp the ( ) g g L,LIr•'/G`O� GEUye--:�!V'� "•, * °+ 1., 2. The basic wind speed per Figure R301.2(4) is '� /-�'� _ '-� ROberL Jt Gruber - -lrcrlc*ec� e.Nction RnmrtIN cath woW wets shrill drJa,gnv'dmacoNance with 4i' -4T,Leo/C Section R802.1 720milesperhour(193km/h) Rgreater __ �/✓C,��� � fG`,CT��C s/ 7Js71 476 Expresswoy Drive So Vedforo, NV '11763 rs«Seth«nsaL2.I far atrka a:mare to talrn°r,..11., 3. Special wind zones per Figure 830..2(4). ' - - /7 C .-- ' oFAwIIG 111111 - rf oe Nim�o.,, C'O�Gei�� tS'/�•EGGTV N r-"1 �Y)L•x/o" r� - �ltj -- — LJ q-4 cc9 s✓o. 'oT /� G✓r✓L, rely,r/JYP,) _ d TUV 38 28/4 \ j — 37 `6 r- ---- ----------- - - -- - - I p ! b o.✓/6 x B OEE!/ �._-awe. m I \ C J J - aWo UG _`+/.✓l, ate✓ cca '-- /✓O. .,JCo^'F_i' 6 -Z- 6-�- --- -- - -- -7�6---- ---{------..._T6' —_� 7=6' .. -J `'�/ /r'-i"f_o •«zYi_t'.».;�:'ii'�t^ N �-3� �9.PS ' ,, L YYY�J���T _ J u f � I –_� :� � .tICG/� .n.�ui✓G- __ � Imo— Frzr.,wy7if � � � � ; � �9t/-e�/c9.✓ET/mss 3 � , I _ p i r r:Ei7 vb/ST/6"c•C %c'o✓ioE �'Z .f�GGliV �z Z"x/o" 3 z w //g JLxTS _4 ✓c. L .–J >=0 KZ-Ox/-d _ Hcv/sc J CaNf.✓. .�iVc !/E.r/T 0 sl �vq I � I � l/i,/cxc9i%9SEG,7 i \ � -- .295 /7Sf:�/HGT.3f/i.VIGES _ r - --I G.'.f.J�/.GG N.�' Fy�Y• S'G'NGC; � -/.gip " �:-f5"iC'/P �C'/�i GC. Yc=s E 4B voC � � i I . • I I ' , �/Yd.?.PiC9Nc i/�S �'T c9 P-P / I I �/✓YG S/OiN! I � 2 EGadi9G /jcO.PGbrvi i ✓F� o ,Z-Z.' – /�� �� r G'ow1N yam✓=i ,c/1Y65Gn,y --� - r- a �I� 1 a i g/! Sv/cokcx�rz � �k 9 i✓O ST//OS '�/6 'cc _Z� //v ls��/ 34:."AGG T='�'<c.q 7Xr9lEIJ 4T�Cf Sc/G�FLc�r�if�--� � S2i+7B - - �.----._._._..—"_.__._ _ _ ` _ _ � rG GCA L✓G- SGL q7 r_-zY_z' � ../Ai✓c�s�2 - 'c>cJs I 8'PCo1/C, – I 3� Rs SIG Le�-STe. 3J _ � cUL. �I G.it//�-c✓�J�%E/`� f' C�.wc. it GG GCAI i ,-•-r. l/`�'uLvJc= i�OLA.LfLGc." f— �2a�✓ y'�oC /ofd ar<K I _—. __ ��V �^2d'`U3 • 41 i 9E0077 77777--M-7=07_011<1 —'T----- - �y,�E��o ARcS^t. GG C/W///�� '�iLi��/9/"C/7ff�/ ✓/c-'/ �C✓' s wvwwov ED er �p SCALE ASTc.O DRww«er /�Q✓�� lJ� iJ� * h" - * D.TE ZjJ3 NEVSED Robert J. Gruber - Architect 13571 .�,� 476 Ezpresswoy Drive So Medford, N 4 11763 631-554-4949 a Te �o. Qp �•y� Dwww«c«DY.EP /'�o�1M" 7lilLW/tA. }^e7 !^ ✓,/'- `3/`G -?a`'3r o3v,Z2 6 /o= ✓ '/ ,o c 9„ 9_0' a=o" _ 38 \ --- S-6 - --- - --- — I I I I 6 y68�.4G-11R _ _ b z e sz Zok� • ` ,K /4 r/J% r/7rcrfo Gros+1, `• 30 30 6 30 6 346 30%_ 1 30 6 -3o4L 3y/6 `V r 3-b ¢ 141" ..y/TCY�iV /ZPE%iY'i/JS/ y, Fivc o �D d '. V' N e 1 711 F O 0 lb ` I Q — _ �I ��Z K/a' s8i�e cTd.Pa.9P�G9Ti✓f eP<�,o-/iRiB ,Z=o„ � �cLC¢i6'oc. I - �^ cYc6N9o7 V � c6erFla if N2-4 N -b G% eoc. _ i 1 c® 14 It .__ '901� ,I 1� "- I- p�pp ' to P ,l, F[usy � • I �1�z'Kr�i, ' 3u^3 y � I ®� "l N FyEP +` •p � vwa I' k s. -6” iP Ur x •k ,, i B �� N� ti� �S' ---- ---- /o_a 9ti✓ _.--io-p=_ � � 34 4.� :0 I\\ �sr ' yR /� 4^ 9zF-,OCEO �� `I 0 U — � 3797 30 \ \spy [� � P• I / I i OiF'GLh,C . SLAY I i\ W � .2 x/ �.G s/p a `c• � I I � i �N �� -----ion ----- 4�" I >' •N f'/ I I �AiGws / - �- --- -t— ii i I � �-- 00 II , /,'r'+" 7/-,r GAS LAb' � �•• LAK I I FF .r i �'f/T.ByP S92iiA2✓ SYS. i/P7,' /T20 /9./2{77/= 7-77.777777 -422-per `SS�µED ARCyF SCALE,4 APPROVEDBY ORAWN,EY. ;j".n DATE: 'e?Ql REVIBEO x vrs ii• Robert J. Gruber - Architect o sr 13571 .��. 476 Expresswoy Drive So Medford. N V. 11763 631-6544949 TF QF Moo KD ORA*MG NUNMER ' lJPpEi2 � Gca=ciEti-' Fz".!'l/✓/✓ -3�'� NF F.�EfA4 2 /z B i A. — r I as '�,' .A-sr ---- - --- --------L L Divi.✓ -- — >�Br Gc�J 9��i7r6Gr /�-r 7'O.f! Oaaf' ___ - � � BGG p'�GX LL/✓l1/�.�� _ _ - - -_-__ -____ - - - -_ �.cCfJ%LSO f I I � I I `� �' `'2/✓, cc+n/c. I i �`..sw�..✓y I _�:4'ccis� /-✓O. /�Sf _4 _i 711 N` r /217 LIE' AF1 PI El 41? - �h -- --- ---- -- ,�,o _ . �.✓c, Foy/. y: 1 - - �`- -' o i'f'. G�.a/G. o Sf C�/-.J� ��lo� G`�cEd,9Tio�✓ Us��.i.to ARcyF �G�/tel//if/ C.�of�/�-//7�j�il'� . �_ I1PPROVEU8Y. ..ATE. LS=pj' REVISE. �9OC Robert J. Gruber Architect 476 Expressway Drive So Medford, N.Y 11763 631-654-4949 .RAWING NUMpER QF NOV ¢c S7