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HomeMy WebLinkAbout29057-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30798 Date: 02/28/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 6810 MAIN RD & 70 GILLETTE DR. EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 2 Lot 1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 27, 2002 pursuant to which Building Permit No. 29057-Z dated JANUARY 2, 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 ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to DEBRA J. & WILLIAM SWISKEY JR. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0164 01/27/05 ELECTRICAL CERTIFICATE NO. 2000067 01/21/05 PLUMBERS CERTIFICATION DATED 02/23/05 WILLIAM SWISKEY JR. tho zed 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. 29057 Z Date JANUARY 2 , 2003 Permission is hereby granted to: WILLIAM & DEBRA SWISKEY 184 5TH STREET GREENPORT,NY 11944 for NEW CONSTRUCTION OF A FOUR BEDROOM SINGLE FAMILY DWELLING WITH A TWO CAR GARAGE AS APPLIED FOR. at premises located at 6810 MAIN RD EAST MARION County Tax Map No. 473889 Section 038 Block 0002 Lot No. 001 pursuant to application dated DECEMBER 27, 2002 and approved by the Building Inspector to expire on JULY 2 , 2004 . Fee $ 1, 184 . 70 Authlcrrized Signa re ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: . A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. 2/23/05 New Construction: X X Old or pre-existing Building: (check one) Location of Property: 70 Gillette Dr . & 6810 Main Rd . East Marion House No. Street Hamlet Owner or Owners of Property: WILLIAM & DEBRA J . S W I S K E Y Suffolk County Tax Map No 1000, Section 38 Block 2 Lot 1 Subdivision Filed Map. Lot: Permit No. r�R q0,57-2— Date of Permit. 1 /2/0 3 Applicant: Wm. S w i s k e y, J r . Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ 25 .00 P n ??g Applit1"t Signature qFFO�,�cD Town Hall,53095 Main RoadOy �� Fax(631)765-9502 P.O..Box 1179 �01 �a0 Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner:A(J 1 ►t'S,W11 W 5114- q UY. (Please print) Plumber: 111(, ,SYQ �r. (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Si a e) Sworn to before me this 2 S L day ofcoca n 20 _ USA M.PENNY Notary Public,State of New York No.01PE6116019 Clualified in Suffolk County Notary Public, Sv���tC County Commission Expires 11 1 1 11 Ill 5 BY THIS CERTIFICATE OF COMPLIANCE THE S S NEW YORK BOARD OF FIRE UNDERWRITERS 5 S S S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S S 5 5 Upon the application of upon premises owned by 5 S 5 5 WILLIAM SWISKEY, SR. WILLIAM SWISKEY, SR. 5 184 5TH ST 184 5TH ST 5 SGREENPORT, NY 11944 GREENPORT, NY 11944 S 5 S 70 GILLETTE DR EAST MARION NY Located at 11 939 5 j5`—j Application Number: 2000067 Certificate Number: 2000067 S 5 5 Section: Block: Lot: Building Permit: BDC: ns11 S S5 Residential 1800-2399 square ft. Described as a occupancy, wherein the premises electrical system consisting of rj C electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Attached Garage,Outside, 5 S A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed S herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 21st Day of January,2005. Name OTY Rate EA!ing Circuit Type 5 Alarm and Emergency Equipment 5 5 Sensor 3 0 Carbon Monoxide C Sensor 9 0 Smoke S SAppliances and Accessories Furnace 2 0 Gas Exhaust Fan 1 0 F.H.P. c 5 Dish Washer 1 0 1.2 KW �.! SPanels C 5 1 70 8 5 Wiring and Devices 5 Outlet 84 0 Fixture Fixture 1 0 Flourescent S 5 Fixture 83 0 Incandescent 5 Outlet 77 0 General Purpose S C, Receptacle 57 0 General Purpose 5 Switch 50 0 General Purpose 5 S Dimmers 3 0 seal GFCI Circuit Breaker 5 0 20 amp Appliance 5 Continued on Next Page 1 of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ] S � cP O 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS S 5 S 5 BUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT S 5 5 5 Upon the application of upon premises owned by 5 5 5 WILLIAM SW ISKEY, SR. WILLIAM SW ISKEY, SR.184 5TH ST 184 5TH ST S 5 S GREENPORT, NY 11944 GREENPORT 5 � NY 11944 S 5 Located at 70 GILLETTE DR EAST MARION, NY 119395 Application Number: 2000067 2000067 5 Certificate Number: S 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 5 Residential 1800-2399 square ft. 5 5 Described as a occupancy, wherein the premises electrical system consisting of Selectrical devices and wiring, described below, located in/on the premises at: 5 SBasement,First Floor, Second Floor,Attached Garage,Outside, 55' 5 5 CS5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 J herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 21st Day of January,200 . Name OTY Rate Rating Circuit Tune 55' Receptacle 3 0 GFCI 5 5 Receptacle 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer S Receptacle 3 0 30 amp Appliance 5 55' Service 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 55' Meters: I C, 5 S 5 5 S 55 5 5 S 5 S 5 seal �S+ 5 2 of 2 C 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S 5 S Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:Untitled TITLE:East Marion COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 11/25/02 DATE OF PLANS: 11/26/2002 PROJECT INFORMATION: New Construction COMPLIANCE:Passes Maximum UA=393 Your Home=315 19.8%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1196 38.0 0.0 36 Wall 1: Wood Frame, 16"o.c. 2801 19.0 0.0 144 Window 1:Wood Frame,Double Pane with Low-E 398 0.340 135 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and 'signed this page,they are attesting that to the best of his/her knowledge,belies; pro 'oval judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date 20' dZ MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 11/25/02 TITLE:East Marion Bldg. I fit- i Use I I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation I Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation I Comments: I Windows: [ ] I I. Window 1:Wood Frame,Double Pane with Low-E,U factor:0.340 I For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Air Leakage: [ l I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I Vapor Retarder: [ ] 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. [ J 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 must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return duds in unconditioned attics or outside the building must be insulated to R4. [ J I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return duds in unconditioned spaces(except basements)must be insulated to R-2. I 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 I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in.w.g.(500 Pa). [ ] I 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. [ J 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. ( ] I 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 201/o of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ J I HVAC piping conveying fluids above 105 T or chilled fluids below 55 T must be insulated to the levels in Table 2. T Mble 1: Minimum Insulation Thickness for Circulating Hot Water Pipet 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 Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low PressureJTemperature 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) 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: LQt�6L ` - r DATE �p� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDAT ON 2ND NSULATION CNG [ ] FINAL ACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKWEN �45�4= DATE � INSPEC 765.1802 BUILDING DEPT. INSPECTI [ ] FOUNDA N IST [ OUGFI PLBG. [ ] FOU ATION 2ND [ ] INSULATION [ , AMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: `-^���� "" DATE vZ�INSPECTO BUILDING DEPT. 1 SPECTION [ ] F NDATION iST [ ] ROUGFI PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARK DATE 3--INSP �05-7 � T65-1802 BUILDING DEPT. FOUNINSPECTION [ DATION IST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING ( ] FINAL [ ] FIREPLACE 8 CHIMNEY E RK5: 1�� DATE INSPE ��• ----------- FOUNDATION 1 - ---------- -- ------- ROUGH I FRAAIING& PLUMBING INSULATION PER N.Y. i STATE ENERGY CODE �A s.'m TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL — Board of Health `.� P-_ SOUTHOLD,NY 11971 3 sets of Building Plans 5 TEL: 631 ( ) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey PERMIT NO. 9 0 9 ? yZ -- Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 65 Contact: 5A4-t Approved / �L ,20 0.9 Mail to: Disapproved a/c Phone: Expiration ,20� Building&pector PLICATION FOR BUILDING PERMIT L0 Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets'of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. T 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 perp-dt 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. JAA- �) A _ (Signature of app ti or arae,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder C)W (\e Name of owner of premises t J)i c iv► oat\-cJ 0 `orc� S w t s k J (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. T Q D Plumbers License No. j 3 Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 70 6, He±Ee ZR d, 6 $10 1%&&r 6 �cL E Yh House Number Street Hamlet County Tax Map No. 1000 Section O 38, o0 Block pd_py Lot CQ')l -000 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancyy g c a n+ D a e\ca b. Intended use and occupancy ac \U C-k+e 9e std C e 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 13-0,cob 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 a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front .� ILRear Depth Height Number of Stories 8. Dimensions of entire new construction: Front y Rear / Depth q6 / Height Number of Stories 01 9. Size of lot: Front /O U Rear 10q Depth y6 10. Date of Purchase-O& 9,00c — Name of Former Owner Mc„,o rCs►roue Cor ,p ,p o \r 11. Zone or use district in which premises are situated t y 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES 'ANO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises 0,Dices- 4-Wbr-,Sw"�Ad dress &X4©3 Phone No. �37-33 Nameof Architect .Jmrnes neerkoSV_Address Phone No 9S SS06 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF"Awft_—�-S ) LA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signiAg contract)above named, (S)He is the a / one C (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 02 `7 day of � 20 0 Vv Notafy Public Signature of Applic t LINDA J.COOPER Notary Public,State of Now York No.4422563,Suffolk`cilrinty Tcrrn"ricpirras . -- Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/27/02 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 t Name: Swiskey Jr,William 148 F-afth •jg07 q03 Greenport, NY 11944 Clerk ID: LINDAC Internal ID:65517 TEST HOLE "A" , - • EXISTING PERFORMED BY STANLEY SKREZEC RESIDENCE W ` �% •^ EXISTING g e� / RESIDENCE .ly pi ® • ♦ • • r 9/26/02 WITNESSED BY SCDOH tl •s • •� o t pks,' \ / ADDRESS SITE LOCATION' cs • #SFJ >r ` UNDER TOPSOIL \ Goff 51 O >r • ••G` • e •••••• • .••ss 1 LOAM EXISTIN PLLS NWCourse •E SAD - / O "-�• \�r ,Is y .' • •• ��. • • s ,•• • i • AND / OP P1 i r s ■ • GRAVEL EXISTING / Q `� /� `�� S 1N R�'� • v a '• ••`�F • RESIDENCE // ` / 6►,�' \��o SP s o r • • - aetsMAN noPROPOSE � "pi. • • WATER / / '�Ci SEPTIC TANK \� \ • •• • •• i • • • TEST •• • ■ p s • 4 • • \ All PROPOSED �� HOLE PROPOSED \ e s - \ / LEACHING A' L POOLS G \ ---' ' • • •+ • ` • / POOLS / �`+ ISb 9\ O ..^= �� • •• o • It it 01P tidinj& 4 / WA363 \ ■ ED SERVICE RESIDEPLIBM 4k PROPNCE \ \ 41 n ieaves Pt O FF.EL.33.0' 7 \ OWI Boat LOCATION MAP LOT01 \ SCALE:1"=1,200. V w // / SUBDIVIISSI�ON MAP �l�o \ / aP / JOSEPH A.CHEREPOWICH 7 • c / / SUSAN G.CHEREPOWICHetal. Op �• - I ?AR7r?AL 'T OF HEAL TH SERVICES $ / / ,.�b O• EXIST] $l3FFGL1[COUNTY .�i� / of LOT 31 FPRIVATE PERmrr FGR APPROVAL OF CONSTF'�C"30�[ FOR A a / _ �To+� r AC iF r (� . K / / 5 \\\ h9 \ sjf'2v.i�.. 'rr���l1:i 1i.. \ 70 EXISTING \\ ?? / 1(21/ EXISTIN CESSPOOL \ 8 IL m / \6bESS L EXISTINGi LA I r RESIDENCE 3r� EXISTING 55 , zra NEXISTING SEPTIC r �.. 1 e SEPTIC TANK IT P I R 12 C "1 t�:_ / \TANK .... s. .._._ a `L e `�• STORY \ s� �`� AF �� W. SWISKEY,AL RESIDENCE e HOUSE \ ,<<(i NO �O S.GT14L 1000-38-02-Ol c? \ �Q- gQ`• GREENPORT,NEW YORK o � a. a L E :11 J.R. HOLZMACHER P.E.,LLC The Third Generation of Excellence In Water s'mphw waResource, S7^ ,. EXISTING rr ` S PRIVATE �p f 0 -1 7-07- Civil and Environmental Engineering WELLsts% h0. 66015 -"- (- �+ -=r-, s 1 P� 300 Wheeler Road Suite 303, Hmwpauge,NY]/788 PHONE:(631)231-2220 FAX(631)231-2221 &MAQ.:demmphzo®baftn d cam SITE PLAN 1°E LOCATION MAP&SITE PLAN DPB � JRH 8G1$ AS SHOWN SCALE:1'=40' ALTERATION OF THIS DOCUMENT EXCEPT BY A ` AJZ 20 AUGUST 02 1 SHEET 1 REVISED 10-17-02 PER SCDOH 9-9-02 REVIEW COMMENTS LICENSED PROFESSIONAL IS n r .AI nwr rev: PTC n on3 rn° 0001 oFz HEAVY DUTY FRAME&SOLID COVER CAMPBELL FOUNDRY CO. FINISHED GRADE ELEV FINISHED No.1104A OR APPROVED EQUAL(TYPICAL FOR 4) GRADE SOLID DOME CONC.COVER 8"MIN. L 2 " 4" 6" FROM HOUSE FROM FROM OUTLET(TYP.FORK_ 1 6" I TANK TANK , TSC AT#"/FT SLOPE MIN. u 6"SDR 35 PVC AT 1N1 er g J"/FT. SLOPE MIN. 5 13 ® ® Qo 0 0 0 0 00� 9 I F- la Em F!9 o e e o 0 0 0 ® ® o e o© ere o 0 0 0 o e5 8"MIN ® ® o o e Q o 0 0 0 0 0 0 5 I I I&x S PRECAST 1250 GALLON la ® ® 0 0 0� ©e o 0 0 o e o© I SEPTIC TANK COASTAL ® ® 0 0 o e o 0 0 0 0 o I _ PIPE LINE OR EQUAL ri la ® ® o 0 0 z o 0 o e e .= o la ® ® o o �� ° Qo 0 o e o 0 0b SEPTIC TANK DETAIL U ® ® U r0'" 0 0 0 0 0 0 Z '--�0 0 0 p w Q .� 3'MIN.b. SCALE:N.T.S. la ® ® o e o U e o e o o e o F I3 ® ® C3 IM M0 0 ::b U U r 0 0 0 0 0 o e b BANK-RUN SAND&GRAVEL C3 ® ® o 0 0 W1 Q o o a o 0 o e ALL AROUND(AS APPROVED ri 81-0" MIN LEACHING POOL BOTTOMS I GROUNDWATEREEV:♦ WILL VARY I s TYPICAL LEACHING $ DISTRIBUTION POOL SCALE:N.T.S. 1. STANDARDS 5. PRECAST CONCRETE ITEMS 8. INSPECTION A. Septic system components and installation shall conform to the A. Precast items include manholes,septic tanks,grease traps, A. Piping and structures shall be left exposed for inspection by the requirements of the Suffolk County Department of Health Services leaching rings, domes and collars. engineer and SCDHS. (SCDHS). B. MANUFACTURERS: B. Notify engineer and SCDHS when system is ready for B. Work shall be performed in accordance with the Occupational a. CARLSON PRECAST INC. inspection.Backfilling and compaction of the completed system Safety and Health Act(OSHA)and all other applicable local,state, b. LONG ISLAND PRECAST INC. shall not be performed until authorized by the engineer and and federal codes. c. COASTAL PIPELINE PRODUCTS CORP. SCDHS, 2. SHOP DRAWINGS C. Precast reinforced concrete items shall be designed to support A. Submit shop drawings to the engineer for all AASHTO H-20-44 and shall meet the following: SEPTIC SYSTEMS DESIGN BASIS: manufactured products including,but not limited to: a. STRENGTH: 4000 PSI MINIMUM @ 28 DAYS septic tanks,leaching pools,and components. b. CEMENT: ASTM C150 New septic system will be serving new residence. B. Shop drawings shall include manufacturersc. AGGREGATES: ASTM C33 manufacturers product data, 4 bedroom units,1 kitchen dimensions,and installation instructions d. REINFORCED BARS: ASTM A615,GRADE 40 e. WELDED WIRE FABRIC: ASTM A185 Design sewage flow = 4 bedroom units x 150 gpdhlnit = 600 gpd 3. RECORD DRAWINGS D. MANHOLES SHALL CONFORM TO: ASTM 478 A. submit record drawings accurately showingces iand primil .Buri 6. PVC PIPE SEPTIC TANK SIZING: W.SWISKEY JR RESIDENCE and inverts of all sanitary system structures and piping.Buried � structures, and bends in piping shall be located by dimensions A. Pvc pipe shall be SDR-35(ASTM D3034)pipe with QF N� from minimum of two fixed aboveground points. elastromeric joints with rubber gaskets.Pipe shall be colored Required septic tank capacity = 2 day retainmcnt x 600 gpd= 1,200 gal S C T.M.1000-38-02-Ol 4. MISCELLANEOUS green for identification as sewer pipe. A metal tape shall be Use 2 compartment septic tank with 4'liquid depth �Q- R• ®� GREENPORT,NEW YORK A. The contractor shall inform the engineer and the SCHDS at least installed above the pipe for detection. Total septic tank capacity = 320 gal/ft height x 4' = 1,280 gal 48 hours prior to commencing installation of me septic system B. Where pipes enter manholes and structures,the annular space * p J.R. HOLZMACHER P.E.,LLC B. Locations nail underground utilities, tion oRele septi shall be scaled with kor-n-seal flexible pipe to manhole connector LEACHING POOL SIZING: R\ j*conduits,storm drains,and existing structures were obtained from or equal. R leaching The Third Generation Water Excellence old surveys and drawings supplied by others.The owner and 7. BACKFILL MATERIALS se 8'di Pool area = 600 /ea 1 = 400 sf engineer do not guarantee locations and sixes shown on the plans A. Bedding material for pipes and strucdaes shall be NYSDOT Use 8'diameter leaching pools,leaching area= sf/ft height /0_ _ 02 Civi In warm Eruvirottntental Engineerin8 A4 natural river or bank washed free of sil 1 Leaching height required=400 sf/25.1 sf/ft= 15.9 (� /7— or that all utilities are shown.The contractor shall bear fiull type clay, Dain Use 1 pool,8'diameter,and 16'effective depth. V Nb• 6605" 300 Wheeler Road Suite 303,Hmgpauge NY/I788 responsibility for any damage to such facilities due to or organic matter. Bedding and backfill around structures shall be Total leaching pool area=25.1 sf/ft x 16'depth x 1 pool = 401.6 sf PHONE.(631)234-2M FAX-(631)234-2n] E*1Aa-d�eao(hoM.1. discrepancies in location or size or due to their not being shown. compacted to 95 percent maximum dry density. B. Filter aggregate material around leaching pools,shall be coarse SEMC DESIGN DETAILS crushed stone aggregate,washed free of silt,clay,loam,or organic 7RH NOT TO SCALE matter,graded I"minimum to 3"maximum. ALTERATION OF THIS DOCUMENT EXCEPT BY A ��®AY" AJZ 20 AUGUST 02 SST 2 LICENSED PROFESSIONAL IS ILLEGAL LTC JPROMs"u 0001 2OF2 SURVEY OF RESERVED AREA MAP OF MARION MANOR •! FILE No. 2038 HIED MARCH 18. 1953 1qd SITUATED AT •.' - :s-•. : EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK O� `_ S.C. TAX No. 1000-38-02-01 SCALE 1'=30' • / ��• '�'`' JUNE 26, 2002 DECEMBER 12, 2002 ADDED PROPOSED HOUSE / • .•" JULY 23, 2003 FOUNDATION LOCATION \gyp, ;C� ,•e / AREA = 1.324 48 sq. ft. ._. � 0.324 ac. CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY �'¢�_ ►. \\ \ A NORTH FORK BANK WILLIAM SWISKEY, JR. y o, \ Q.' • DEBRA J. SWISKEY o_ �l r � s N � .1 o., GD OPS\ JUL2 8 X003 0 0 to \ 6' L 11 4 co l; ,�� , 10 LpT A v iwa�a Y. . tic. No. mm S 6 �w�c�►�r�oloc meuear uw j�a Land Surveyor ' bNow mm (slim- Mo I= (031)m-1rn R QFf161<S LOOwi1�i1 NN AIMJIQ A� N Iii MNr VirM 1IN1 N WIN No York I jai SURVEY OF RESERVED AREA MAP OF F� MARION MANOR FILE No. 2038 FILED MARCH 18, 1953 • ���` ' , • SITUATED AT • EAST MARION •`5'1�,c TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-38-02-01 I el SCALE 1'=30' �v JUNE 26, 2002 DECEMBER 12, 2002 ADDED PROPOSED HOUSE �y (CJ g ��1►T' p } JULY 23, 2003 FOUNDATION LOCATION ( \ / �� \�O JANUARY 10, 2005 FINAL SURVEY y P - AREA = .48 sq. ft. 0.324 c� 0.324 ac. 1.7' / CERTIFIED TO: COMMONWEALTH LAND TITLE INSURANCE COMPANY NORTH FORK BANK \� cRAVEL WILLIAM SWISKEY, JR. =4LY / 9. DEBRA J. SWISKEY SUFFOLK COUNTY DEPARTMENT OF HEALTH SE]MCES Ki p APPROVAL OF CONSTRUCTED WORKS FOR � e. WATERsERvtcE A SINGLE FAMILY RESIDENCE cls ' /1 g�0�C'PR�GE s �, p JAN 2 7 H.S.Ref.No._910 OZ 01 bµ �O• 7 S� $ Q E Nu, ... 9 O no sswW dVmd and relater ems►fac=n at IMte tRpmftn two then hmpwWd wWor mtfed by tt11S DepUbMd or other agoWn and bind b y%9 bm dory FOR A MAXI OF BEDROOMS. 'Z ties ' Waiter J.H bat,P.E.,CM V� _ ofte of wastewater Management Ce"-t �. w*l Tp e"p`7J� �'$ t+RFSAIh�By THE s ME 4 M (�L O b , �" � w IW NEW YORK NO pF NE co '�►�C yrs •�j� L �, , Ar N.Y.S. Ua. No. 49668 �-A n) K7flGT10N OR AOpf10N Z t^ Z=71MKMCOF THE NEW YOWSTATE ® A• O W OGi'E7<OF TMS 1MP NOT BF/Y1lIf: ge� 4 7 � ` end Surveyor rsKaosse�arx swt NKn K+E KxNrtpoErEo TO E A NILS1 1RKIE COPY. (�RTR'✓0117RI1i SI�A719 N[dEON !MALL INJN 64P~40.AM 00 in 6wvf 70 M Y mtL I.M °okay.wm At1°N:r - rrKt. sw. - &"kftor�r - ses Pkm, - eaxwnc/aK Lyow F 1v 1HE�oI YKK[K.e �p�i- n"M COMMwn M AN NOT INVOMP E. 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'�••• ~i r7' '� , �� I —�Z= �L''P '1 1 " I �I�_Irl .`J I �� i I ...1�� .;.:•:�a. 1 Oslo / '.a••.' •_'�t!L:;:y �', - � �!auunuwuwmmullnmin�unu�r'��- wu�u�uunll,l,lllluul- �• J•�auu11111Wu11W1 . _ 1 ' � -- - ��/' ,� / –p= =—•Iuu11O1111111111111111111111u1 '• �1 . r • 1 Lyr`r, �. - _ s • :• ' I ��*�,� ;r.�,/• ' . • e ' I T I ' 'r , 1 •Yr 1 ' L 1 I I • r n :. - ^K`y 1 t,�G`Gy`� • : %�e"y�L1�]_ _ 'c• �"t�.. • �^� • '-:" -�!y} �• l I / t I• � ` dpi' __ :.: :.., .1 �.• •��•�'_:1�,��_..�� '�\.- �"Y17 � `�`•`•.' '•t 11 I � I % I������9/�11/�i�1 I wr ' � - �•It�1' •� ar � fes` ✓�`~�.�r • ,r I . I 1 t .. w ., -- 112 PITCH DESIGN INC. - - -- ASPHALT SHINGLES -- - - -- WOOp FRAME CHIMNEY -- -- - - _--- - — — _— - - - -- __- -- --- _---- _ - 142 PITCH ---" " ASPHALT SHINGLES - - - - - - - - - _ - - 9) 3957900 TOP OF PLA_ - - - - _--- --. -- _ .- --- --- - _ - ----- TOP OF WINDOW ASPHALT SHINGLES - - - - 112 PITCH --- - � - - - -- -- - - -_ =- -- - s e. TOP OF PLATE - - - - - - - _ - - - -- -- -- - - -- - � al LIVING ROOM __ -- -- __ __- S GO F 00g o - -- P OF NDOW T e.. FRIEZE BOARD - -- =T - - �- - - - - - - TOP - �$��� ��' O OF LATE \„ - CANT FLOOR -_- � OF WINDOW �u - - -- --- g O 2X = TRIM - - - 2 X 6 =m o - - - --- - - - -- - TRIM a g — -- s-- - -- HORIZONTAL SIDING 11 RUN AIN FLOOR_ HORIZONTAL. SIDING -- _ __-__.-___ -,: - MAIN FLOOR ANT FLOOR F, EAR ELEVATION AWW ALT euk;Lee - - AS RED, AS REO. TOR OF PlA1E �LIHE OF - _ - - _ O' TOP OF PLATE _ -' f —HORIZONTAL - —_ -- OFWOOD FRA _ _ K14 PIiGH 'e ZRi __ _ - - - ---AEPHALTbIMGLEe _ 29 AMPHA4T RIM b4Prz ROOR - --Ae llEd RM u _ E - _ - DANTfl00R __ - - . . _ _ - _ _ - _ T dP 1E - _—_ TOP LWMRM, T POf WRIDOW _ � � - n OOOOOO� ♦ fRIEO`CQARD STRESS WARD - - - _ NT.ROOR TLP OM6IRM. �T OP OF WMDOW uORIlONTAI eoRIG __ AM FLOOR. - . -- - _ DD D —__-� -- —_. _— oa00000 .,�w. eO DER CO ReE r CANT BOOR YgOD BRACKETe WJCK vENE9G �- • - - -- - - - - - - - ._ MAN FLOG FT ELEVATION r T NT.FLOOR C� SCALE: V8"=I' C" I� P1t C L Y 1� I N O ASPHALT OHM LEB -- — - * SCALE,ro"rtn' _- 1/12 PITCH - - -- - - - - - - 12 -_-i ----- ------- Id - _.-�- - - - - - - WOOD FRAME --- - _- - _ 4" FRIEZE BOARD = - CHIMNEY - - 8" FRIEZE BOARD - ---- -- QF PEASE - - - - — - —� — - - "- -"`-- - - ` ASPHALT SHINGLES — 1/12 PITCH - - - TOP OF_WINDOW - - _ - 77- ------ 10 ` 10 \\ 2 -- _ _ 2 - -_ `m 2 X 6 m IM _ --- - 2 X 6 =__ / STANDING METAL TR2 / - _ TRIM - - - SEAM ROOF m \ FLAS _ - - - - AS REQ, ---- - PRAWN BY BRYAN SECOND FLOOR / _ N � CHECKED BY D.L, CRICKET AS REQ. TOP OF PLATE PLATE / -- - - r\ \ - INAL RELEASE:5-28-91 .-TOP-OF �, 10 GREAT ROOM -- -'TTir - L REVISIONS: OP OF WINDOW - - TOP OF W4ND0 _ ! 8" FRIEZE BOARD - � � lam.. r Jo r I11— IIr ,i�r JOB NO. (70_I49(0 r' r= 1 L'JI � --T ' , tip-� -L i] 1 r SOLDIER COURSE '� � : � 'T SOLDIER COURSE q MAIN FLOOR _ ^_ rLi, ENEERr - r -r P J BRIGKr VENEER L r r -- MAIN�FUPOE BRICK V ._ _ _ r� T- I , 1-. Y y1 r 1 PAINTED WOOD TRIM " w v O N T PAINTED wooD �p2 ®]F RTIIRTIE R L � y � � I �,,/ N SUPPORT COLUMNS PC9 P SCALE:1/4"=I' 0" y r © COPYRIGHT 1996 AHMANN DESIGN INC. PROTECTED UNDER ARCHITECNRAL WORK&COPYRI6W PROTECTION AOT OF 1990 �l 1 ,namm _. •..••. .^rc�u.rwm, ' -- -- – – – – – – – -- – •^XI .,:,n :, $ .iry1; 1717 -T�11177ll ""`il 777177 ,,✓: ,-,: _ -. ,�.ISri '�9/ ' '„ •" , {qI� : . " f Y i tF " t-H F! Y+ . 77 'i , .r A. p, �y pppp A A��i l'AHMAt7L� DESIGN INC, FACE BRICK W/ BRICK TIES ; I AIR SPACE 1/2" SHEATHING 2xb STUDS a 16" O/C (319) 995-7900 R-19 1NSUL. 1/2" GYP, BD.W/ VAPOR BARRIER mw y 3/4" T F G 6U5 FLOOR RIM INSULATION TIMBERSTRAND 11 1/8" TJI18 FLASHING MASTIC SEAL ® .. 9� - it ; ' W/ WEEP HOLES 2 X b SILL PLATE (TREATED) O �e GRADE 1/211 DIA, k 10" ANCHOR BOLT a 12" o.c. 8" POURED GONG, WALL GROUT FILL LAZY36USA LAZY6 it r 3SUSA „I; a e LAZY BUSA, LAZY $UfiA k�, ELE \/ O TI N ELEVATION 5 ELEVATION C SCALES/B"=I'-011 SCALED/811=11-01' SCALES/814.0`' E r FLOOR TAf l n SCALE: 3/411- I'-O " {II ', HORIZ.LAP SIDING 112" BREATHING 2X12 R-191N81JL. (criofei t ! 1/2" GYP,BD. W/ ( VAPOR BARRIER tr 61 Lx�OQ.�Io"op.. 12 2x6 STUD - 9 Ib' O.C. I. _ IIIA v 10 121 ITC T 8 ) RDER R,-38 INSULATION Vr A TOP OF P T TRIM WARDS _ SW DRYWALL,-' 2X10 Cd'. @t," o,C. � T• I3 [3 Y� ® 21011 I I , x TYFICAL CORNER Ion2PIrcH - -+- BEDROOM #2 z BEDROOM 04 - A6PHALT BHINGLE6 - 12 0 0 _ 2ND FLOOR w mc+ 06l fill _TOP OF PLAT 0 DOUBLE TOP PLATE EXTRA STUD ADDED PERPENDICULAR OVERLAPS a CORNERS, TO CORNER STUD PROVIDES NAILINGDRYWALL LOCKING TWO WALLS ALLOWS SPACE FOIR IIs TOGETHER 4" THICK INSULATION a CORNER A ¢r a INSIDE CORNER t — k� DRAWN @Y BRYAN' N BY"D.L. NOOK 2 X 4 00 FRAL AELEASE J_*_g BEA N WALL' 111 _ REV II MAIN F400 . _ 6RIGK vkNEEle It It/a, iflial eq' [6" .t . " T TOP OF , A l GRADE Fit STUDS a SOLE PLATE snips a n llii � _ 4. 16 .A J� I JOA No. 6149 I6 OC.TYPICAL III ' I6 O,G,TYPICAL rchl , 8'X %I' CONC.WALL W/ 81'X 96" GONG.WALL W/ Ib°XB' GONG,FOOTIN 30'1 X 30, X 12" W/"t MI(�Y POR @ 61 R BIER �'' " CQNC,FOOTING �y T P ,4L CORNER T ' PIC > L CORN R �Q DOUBLE TOP PLATE LONG.FTG.TVP, 4" COMPACTED GRAN.FILL. TOP OF SLAB 7 ( I ea 6OLE PLATE OF NWE I! II Aursss� P �i CROSS 5ECDON A 6GALE04"=I'-0" to it 4 F © COPYRIGHT 1996 AHMANN DESIGN INC. . - _ p - < - ''a:• rR07Cim ova ARDM{Iilivin"vi o 00Fy*I6HTM01WWK AM Q►1w x '. i .., i � , , • � . . • 4 - - r i F „ ..F.•' •rt '4 .. .. YSSn^1nhSAliilw H.ZL.—_.,elali...._.- N. .. 6n v I �� .. . , .r - .. .' ' ., .- . '. . . ' „r. - ,✓ K.� ...i, i .. m .,lxv.x. _ -, u1a_.h ..f..4v ,.x. vd \ 7” u..rlv. � .�.� _.r.w. .�...Sw,�.._,._.:J _�J.��.._, x. _ ,., _�. v.-. .-.._.t.,... a Sw[i� u YN3� �a+: :�riw M RIlit 1 47, 01) AHMANN DESIGN INC, I ASPHALT SHINGLES 12 15# FELT 1/2" SHEATHING ROOF TRUSSES (319) 395-7900 INSUL,CHUTES AS REQUIRED EAvE PROTECTION R-38 INSUL, BY CODE METAL ROOF EDGE B" FASCIA i'-s" FASCIA HGT 11 2X4 LOOK OUT 2' II 5/8DRYw ALL -0 VENTED SOFFIT 8" FRIEZE BOARD j '6 SECOND FLOOR - TOP OF SUBFLOO c HORIZ, LAP SIDING o N-11 1/811 Tit's • 1/2" SHEATHING Iff 2xb STUDS 6 *11 o1c R-12 INBUL. BTAIR NOTES 1/2" GYP, BID. W1 MIN. RUN 0 -13 1/2" VAPOR BARRIER MAX, RISE 0'-13/4" 1114" RIB T. je�/4" T46 SUB FLOOR MIN. HEADROOM I VERIFY W1 LOCAL BUILDING CODES, TIMBERBTRAND RIM INSULATION 11 1/8TJ1 6 ^ Wly VERIFY 0 1/2" RUN / 6&HE L 51MI DING CODES. illi . MAIN FLOOR I TOP OF SANISPLOOR HORIZ, LAP SIDING ep 0 1/2" SHEATHING 2xb STUDS Q 16" C/C R-19 INSUL, 1/21GYP, BD, W/ VAPOR BARRIER NN, 3/4" Ttr S SUB FLOOR 13/16 #%p RIM INSULATION— TIM13ERSTRAND TT i 11 7/8" TJI'S 9 1/2" RUN GRADE 12xt SILL PLATE (TREATED) 1/2 DIA. X 10" ANCHOR BOLT 6 12" O.C. fli N, LOWER LEVAL TOP Of 04-AE1 B"x9b" CONC. WALL ON 10'-3 1/2" STARS c;- 1Ni 4" CONC.SLAB W/ 6CALEt 1/2 1'-0° D14WN ay, ORVAN VAPOR KEY WAY OVER 4 BARRIER COMPACTED FILL. 04 51 sj;?.Ll ;&'I CONC. FOOTING FKAL olk 4" PIAN DRAINAGE TILE 11110" GRAVEL coVER-00 RRVi 4 JOB NO, (01 (o UII JALL SECLTION E3 OF NINE COPYRtraHT 13% A7MANK DESIGN INC. pwm:rrw mo AwwnctupA.wwo copyRon mon crm Acr op isw II 77 77 4,1v S Vt ILIRT -,"Nor- VdE N ,'-Lr-'9j J1 U A L R E V HA T,I:o,..N kq THESE PLANS WERE DESIGNED AND DRAFTED BYAHMANN DESIGN, INC , TO MEET AVERAGE ADJ ADJUSTABLE AHMANN 5RG BEARING DESIGN INC. CONDITIONS AND CODES IN THE CITYOF CEDAR RAPIDS, IOWA, SEGAU5E CODES AND BLDG BUILDING REQUIREMENTS CAN CHANGE AND MAY VARY FROM JURI5DICITION TO JJRISIDICITiON, E35MT BASEMENT AHMANN DESIGN CANNOT WARRANT COMPLIANCE WITH ANY SPECIFIC CODE OR BTM BOTTOM (319) 395-7900, REGULATION , CONSULT YOUR LOCAL BUILDING PROFESSIONAL TO DETERMINE THE BM BEAM CEDAR RAPM8, U. 5U17,4511_ 17Y OF THESE PLAINS FOR YOUR SPECIFIC SITE AND AFF=11CATiON, CANT CANTILEVER IT 15 THE RESPONSIBILITY OF THE PURCHASER AND /OR BUILDER OF THIS PLAN To SEE G L G CEILING THAT THE STRUCTURE IS BUILT IN STRICT COMPLIANCE WITH ALL GOVERNING MJNICIF ,4LC ,p, ' 'U' CONCRETE MA50NIRNr UNIT CODES (CITY , COUNTY , STATE, AND FEDERAL). LEM 1B 0 L 3 ' CASED OPENING GONG CONCRETE THE PURCHASER AND /OR BUILDERS OF THIS PLAN RELEASE AHMANN DESIGN, INC , , CONT CONTINUOUS ITS OFFICERS, OWNERS, AND EMPLOYEES FROM ANY CLAIMS OR LAW SUITS THAT M ,4YWALL SECTION C ,T, CERAMIC, TILE ARISE DURING THE CONSTRUCTION OF THIS STRUCTURE OR ANYTIME THEREAFTER . DBL DOUBLE INTERIOR ELEVATION DTL DETAIL D 'H ' DOUBLE HUNG ALL DESIGNS CREATED REMAIN THE LEGAL PROPERTY OF AHMANN DESIGN, INC , DIA DIAMETER 7'I ' ELEVATION HEIGHT DN DOWN EA EACH ELEV 1, *STRUCTURAL AND FRAMING MEMBERS INDICATED ARE BASED ON SPECIES OF ELEVATION LUMBER THAT SATISFY THE 5FAN , THRU SECTION EXT EXTERIOR *TRUSSES DESIGNED BY LC-) FIN FINISHED MANUFACTURERS FIXT FIXTURE *CONTRACTOR TO CONFIRM THE SIZE, SPACING , AND SPECIES OF ALL FRAMING FLR FLOOR AND STRUCTURAL MEMBERS AND IS TO VERIFY -ALL MEASUREMENTS ON JOB SITE FTG FOOTING *ANY STRUCTURAL OR FRAMING MEMBERS NOT INDICATED ON THEE PLANS ARE To BE SIZED GA L V GALVANIZE[) BY CONTRACTOR , GYP GYPSUM BOARD *PROVIDE NECE654R �' BRIDGING 45 REQUIRED BETWEEN FLOOR JOISTS , HDR HEADER F x, HGT HEIGHT 2, *LIVE LOADS, DEAD LOADS, WIND LOADS, LATERAL LOADS AND EARTHQUAKE LOADSINSUL INSULATION VA ' TO BE DETERMINED BEFORE CONSTRUCTION BYCONTRACTOR AND ADJUSTMENTS TO PLANS INT INTERIOR MADE ACCORDINGLY , SEE LOCAL BUILDING OFFICIAL FOR LOAD DATA CONCERNING KIT < ITCHEN LAV YOUR PARTICULAR REGION , LAVATORY rn LIN LINEN 3- *ALL EXTERIOR WALLS, INCLUDING GARAGES, ARE TO HAVE 1/2" RIGID 5HTG , LIV LIVING *ALL EXTERIOR WALLS ARE DIMENSIONED TO OUTSIDE OF STUD , M F C, MANUFACTURER *ALL INTERIOR DIMENSIONS ARE FROM CENTER STUD TO CENTER &%D, MAX MAXIMUM *DIMENSIONS TAKE PRECEDENCE, DO NOT SCALE DRAWINGS , M :L MICROLAM VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION MIN MINIMUM *AD[) 2X6 PLUMBING WALLS AS REQUIRED BY LOCAL CODE, N,T,,5, NOT TO SCALE O 'C ' ON CENTER OPNG OPENING 4, *1/2" WATER PROOF DRYWALL AT SHOWER , TUB$, AND WHIRLPOOLS, O 's, OUTSIDE UT, *1/2 DRYWALL ON INTERIOR WALLS AND CEILINGS, RAD RADIUS *5/8 " TYPE X " FIRE CODE DRYWALL ON GARAGE WALLS AND CEILING , REF REFRIGERATOR R 'O ' ROUGH OPENING V91, 5,*WINDOW6, IF NOT NOTED , ARE ASSUMED TO BE CASEMENTS, SHTG , SHEATHING DRAWN BY: *TEMPERED GLASS AS REQUIREDBY LOCAL CODJE, STD STANDARD FIN4 RELEAN, STL STEEL ]REV610W (OVERIFY DEPTH OF FROST FOOTINGS WITH LOCAL GOVERNING CODES, STRUCT STRUCTURAL *VERIFY SIZES OF FOOTING/FOUNDATION WITH LOCAL CODES, REGION, TSG TONGUE AND GROOVE AND BEARING CAPACITY OF SOIL, TRAP TRAPEZOID UNEX UNEXCAVATED V 'I'F' VERIFY IN FIELD Al E 1. *ALTERATION,5 TO THIS PLAN CAN BE MADE BY AHMANN DESIGN, INC , PLEASE FEEL FREE TO CALL ONE OF OUR DESIGNERS o) 1-800-12�-&052 FOR PRICING WD WOOD INFORMATION, UJ,H, WATER HEATER uj'w'M ' WELDED LUIRE MESH Ess co"47 2001