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Home My WebLink About40351-Z �oSUFFo�,�Co� Town of Southold 10/23/2018 - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39990 Date: 10/23/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 525 Gus Dr, East Marion SCTM#: 473889 See/Block/Lot: 38.-7-10.20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/24/2015 pursuant to which Building Permit No. 40351 dated 12/16/2015 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: ONE FAMILY DWELLING (MODULAR)WITH ATTACHED GARAGE, COVERED FRONT ENTRY AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Krimitsos,Antonia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0006 06-12-2018 ELECTRICAL CERTIFICATE NO. 40351 03-28-2016 PLUMBERS CERTIFICATION DATED 06-07-2017 Hila"Hollbo Jr 4 A t Signature ��SUFFnt��oTOWN OF SOUTHOLD �� Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE C4, . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40351 Date: 12/16/2015 Permission is hereby granted to: Krimitsos, Antonia 206 Derby St East Williston, NY 11596 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 525 Gus Dr, East Marion SCTM # 473889 Sec/Block/Lot# 38.-7-10.20 Pursuant to application dated 9/24/2015 and approved by the Building Inspector. To expire on 6/16/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,412.00 CO -NEW DWELLING $50.00 tat: $2,462.00 Building Inspe 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,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 D-� � a tl7 New Construction: Pre-existingOld or Buildin • � (check one) Location of Property G�U House No. Street Hamlet Owner or Owners of Property;J AA�o�-s(), )E�K-% MV A5O S Suffolk County Tax Map No 1000, Section Block Lot 0 . 2-0 Subdivision Filed Map. Lot: Permit No. V135t Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ OL) Applicant Signature o��of soUr�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �o roger.riche rt(aD-town.southoId.ny.us �OUNT`I,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Krimitsos Address: 525 Gus Drive City: East Marion St: New York Zip: 11939 Building Permit#: 40351 Section: 38 Block: 7 Lot: 10.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hollborn Electric License No: 2562-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 7 Ceding Fixtures 9 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 7 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt 1 Recessed Fixtures 40 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment- Modular Home - Local Constructed Areas only Inspected by Town of Southold Notes: Inspector Signature: Date: January 31, 2017 0-Cert Electrical Compliance Form.xls d 1 of soUTyol- Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,IVY 11971-0959 5 BUILDING DEPARTMENT i TOWN OF SOUTHOLD _ I 1 CERTIFICATION Date: C? I� 4 Building Permit No. �o3S l Owner: -t*�N►6S K Ir i Yh tS LV J (Please print) Plumber 4-V L JA Grp lease print) t I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. y (PIumbers Signature) Sworn to before me this � — day of N of eve.hey, 20&a4'ol-u AUA'4 D [Ecf�ov[E i i D Notary Public, lj� 601.intv, NOV 15 2016 CAROL PAULUS BUILDING DEPT. j Notary Public State Of New York T01 OF SOUTHOLD No. 5018277 Suffolk County Term Expires September 27,20 f s so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ,CERTIFICATION Date: Building Permit No. 7�U Owner: APTz�ik k2.t rt L lid) _ _ (Please print) Plumber: /-Z/. 61- ,, , - .-- - ' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me thisr* day of , 20 t Notary Public,- - County - --- - _ -_---- - - -- o 17s9- RMV CAROL PAULUS L IJ% Notary Public State Of New York OCT 1 3 2017 / No. 5018277 Suffolk County Term Expires September 27.20 L TM'bW OF SO�TT; GLD cOUNi`l, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION1- [V<FeOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: for DATE 49- INSPECTOR --- . _ � o ��yCpUMY,N� TOWN OF SOHOL BUILDING -DEPT. 765-1802 Ir . : ETION [ ] F NDATION 1 ST [ ] ROUGH PLUMBING '[ FOUNDATION-2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL- [ ] FIREPLACE & CHIMNEY , [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] _ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR rsf so cou TOWN OFSOUTHOLD BUILDING. DEPT. 7654802 /N'SPECTION AT UND !ION IST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: '&�A I.-//jZ� V DATE-_ _� L=3 - INSPECTOR rsf s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. , 765-1802 INSPECTION , FOUNDATION IST ROUGH PLUMBING FOUNDATION INSULATION , 42 ;� FRAMING / S ING FINAL FIREPLACE.& CHIMNEY FIRE SAFETY-INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE - INSPECTOR- -Z" so�T o courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 7 [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FR TRAPPING [ ] FINAL [ ] FIREPL CE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: . z DATE INSPECTOR SOUryo� UOUMV,O TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- ELECTRICAL (FINAL) REMARKS: DATE 1 INSPECTOR t qo36-7 �q 50UTH cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL--(AO-UGH) [ ] -ELECTRICAL (FINAL) REMARKS: '[ 7 C �� M V-aA .y yeft fo, of �D -�N✓ ✓o 'b c tS �.44111 44 - -t�° (iii n vl Vl✓� � DATE 1 INSPECTO 03�1 F so UTyo! � o �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. FOUNDATION 2ND [ SULATION [ ] FRAMING / STRAPPING [ ] I FINAL /Ib ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REMARKS: ,T* DATE INSPECTOR' D CCS DSC S5E NEW YORK ® � BUILDING OCT 1 3 2017 ® IG TECHNOLOGY ROUP y • �, g� BgghJ�k�.F.T)PI,4G�D7rpA+a�PgT. OF OLD Affidavit Of 2015 IECC Compliance Date: 8/18/2017 Inspection Address: 525 Gus Drive, East Marion NY This is to Certify that on 8/18/2017 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 13 ACH50 Conditioned Floor Area: 1 34831 1 Blower Door Test Result: 1 1048 Conditioned Volume: 1 1 27,864 Leakage in ACH50: 2.26 402.4.1.2 20151ECC Compliance: 403.3.4 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: F< .04 CFM/CFA of conditioned floor area. System 1: Leakage CFM@25: 70 Supply R-value: 8 Return R-value 8 System 2: Leakage CFM@25: 59 8 Return R-value 8 System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 129 CFM925 Leakage Limit: 139 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2015 IECC Compliance: I IPASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com U V ; - , r -0 GLASS CORP. June 15, 2017 Town of Southold Building Department p �C[EUV[E Town Hall Annex Building 54375 Route 25 , D P.O. Box 1179 OCT 1 3 2017 Southold, NY 11971 Ph: (631) 765-1802 Fx: (631) 765-9502 ,17;' . 'G_r F -u- TOF 5c3T, rq)"7' To whom it may concern, This letter is to certify that Vitro Glass Corp. fabricated and installed custom fabricated tempered glass railing system to the purchaser listed below Customer Name: Antonia Krimitsos 525 Gus Lane East Marion, NY 11939 Invoice#: 2026 Date: 9/20/2016 Tempered Glass Products manufactured by Vitro Glass Corp. meets or exceeds the requirements of the following standards: 46 ASTM C1036 Standard Specification for Flat Glass 46 ASTM C1048 Standard Specification for Heat Treated Flat Glass ANSI Z97.1 American National Standard for Safety Glazing Materials Used in Buildings 16 CFR 1201 Category II Consumer Products Safety Commission Safety Standard for Architectural Glazing Materials If there any questions in regards to this letter or any additional information required, feel free to contact the undersigned. Thank you Regards, Demitri Tsortanidis, President a 30-94 31St Street, Astoria NY 11102 Tel. 718-726-2690 1 Fax 718-726-2698 vitroglasscorp@gmail.com i. r �.7�//_yam � ,,��i.,-.��,��-/�►.-wr%.'_ .� �' �� .I - —.tel I I �T , � / ,��_A • fr �IrIe�l��/�.1:t�_ .w+� .':� il.� '.� .� .l. I � �_ �. moi► t iA WW LAI o, I ,I Inrip n • t $ITII. ING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � Survey SoutholdTowu.NorthFork.uet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate 1 Storm-Water Assessment Form l� Contact: / Approved 120 Mail to: / Disapproved a/c Expiration 20 f ! JJ SEP 2 4 2015 ecta -. BLDG, DEPF APPLICATION FOR BUILD r Date .��c , 20 (s INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer eneral contractor lectrician, plumber or builder Name of owner of premises /V�tz�n< i j�-- 0�,. le-F- sas (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. Other Trade's License No. 1. Location of land on which proposed work will be done: 52,E C vs JOeL OC'-�— House Number Street Hamlet Cnnnty Tax Man Nn 1000 Rection Rlock T.()t ZC) - z--•----- ---------r --- --- i 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy k1/-A b. Intended use and occupancy PQ,u A 7.0_' 2Z_5+�,)e A_�C E 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 1 Number of dwelling units on each floor If garage, number of cars :3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t-1 fAr 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 - Cr 8. Dimensions of entire new construction: Front ?7 S Rear Depth 5 y Height ' �8- ` Number of Stories 1 9. Size of lot: Front Rear �4_ Depth Sgy 54•x% 10. Date of Purchase H,4� Za(5'__ Name of Former Owner l'_42(S,-vs c R-Nrr-Lyt &+74Z_C.A-,- 11. Zone or use district in which premises are situated (S`M-e-7- /00 O 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 rwtLLsi"t Is1b 14. Names of Owner of premises A-N70tl'A- ?-P-w AddressZg� C. &Zbe .5 Phone No. 5-1 t..-7y/-,v f�i Name of Architect '~vac{ 9,o_ss ?e-- Address t*y,Kone No ?o- 5 Ao-yi Y Name of Contractor/may Address Phone No. �'iYc--?y7o3 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? "YES NO e * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF u�5 S��SS: �A,P_01- �l/` �SKW being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the L2�1�ck l S L ' k-k� s t v�_3 ( ontracto ,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. Swo ,pefore me this 2 `t day of 20 - t FS Town Hall Annex Telephone(631)765.1802 ' 54375 Main Road �^ P.O.Box 1179 G @ ro000J Southold,NY 11971-0959 VAR 2 8"aact 1 BUILDING DEPARTMENT TOWN OF SOUTHOI.D BUILDIle1G DEPT. APPLICATION FOR ELECTRICAL OWN REQUESTED BY: �►c.le 1 is Date: 3 t Company Name: o t r l�0 rn tI e.clo C, /NC, Name: License No.: Address: /0a C—juLt,6 row ALG �-rC i - Phone No.: l S b/ 7"4 Ezq /Ma (3 JOBSITE INFORMATION: (*Indicates required information)91 *Name: l� RI An, 1 V70 S t *Address: US' 1>P,)V 6 6A�5 7 A Z)c, *Cross Street: o 1h T v c *Phone No.: �U )1, &V A � _S/�, -�, 7 7 ?6 L C snn��t Permit No.. Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) * 1 (Please Circle All That Apply) *Is job ready for inspection: YES!(p Rough In Final *Do you need a Temp Certificate: YE ! NO e�tr� ) P.-�e a 76, Temp Information(it needed) Gd Aj *Service Size: J Phas 3Phase 100 150 <20 300 350 400 Other . *New Service: Re-connect nderground Nu o Meters Change of Service Overhead Additional Information: PAY T DUE • WITH APPLICATION n e {" C(��l nt`aCJ�i rC�k� C Triztz c1 ld W 82=Request for Inspection Folin \1 Scott A. Russell ,��°SU STO>KMWATIEIR� SUPERVISOR ( r SVP I��[A\1�A\G lEl��l[]ENT�' � SOUTHOLD TOWN HALL-P.O.Box 1179 �1 53095 Main,Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ©❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®❑ B, Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. 0 19 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑® E. Site preparation(within the one-hundred-year floodplain as depicted on FIRM Map oiany watercourse. ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more; unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witE—your Building Permit Application. S.C.T.M. 1000 Date APPLICANT (Pt operty Owner,Design Professional,Agent,Contractor,Other) District NAME Dou las AQnS1 38 7 10.20 9/21/2015 (, a Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information: 727-2303 c ITekph..,N"mher) Reviewed By: - - - - - - - - - - - - - - - days Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 525 Gus Drive Sto- "water Management Control Plan Not Required. East Marion, NY 11939 Stormwater Management Control Plan is Required ` (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 w APPLICANT S.C.T.M.#: 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 38 7 1a 0.20 ° Stormwater Management Control Plan CHECK LIST NAME Dou a Adams sectio,, Block Lot S M C P -Plan Requirements Provide ONE copy of the Building Permit Application 4r Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 631-727-2303 9/21/2015 °1.tEt ' all Information that has been Required by the following Checklistl „�,� TNephme flumDer i 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items If you need additional room for explanations, Please Provide additional Paper a. Location & Description of Property Boundaries X 00 b. Total Site Acreage. X 0L c. Existing -Natural & Man Made Features within 500 L.F. Refer to Soil Survey packet attached for further compliance of the Site Boundary as required by §236-17(C)(2). with Chapter 236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. XDRAINAGE INSPECTFOWS ARE REQUIRED 0� e Limits of Clearing & Area of Proposed Land Disturbance. 00 f. Existing& Proposed Contours of the Site (Minimum z intervals) X �� Contact TOS Engineering at 765-1560 before g. Location of all existing & proposed structures, roads, Backfill, OR Provide Engineer's Certification driveways,sidewalks, drainage improvements&utilities. that the drainage has been installed to Code. h. Spot Grades& Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0 X A pool is not proposed for this property. j. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). �0 1. Location of proposed concrete washout area(s). ®�Washout of concrete ready-mix trucks is prohibited at this property. M. Location of all proposed erosion&sediment control measures. NX 0� 2. Stormwater Management Control Plan must Include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch 0� EROSION!SEDIMENT , rainfall/storm event. Shall include but not be limited to: 3. Details&Sectional Drawings for stormwater practices are required for approval. A well maintained Construction Entrance, items requiring details shall include but not be limited to: Wire Backed Silt Fencing stabilization& a. Erosion &Sediment Controls. Xr inactive soils. b. Construction Entrance&Site Access. C. Inlet Drainage Structures (e.g catch basins,trench drains,etc.) 0� d. Leaching Structures (e. .infiltration basins,swales,etc.) L ENGINEERIN EPART 2NT USE ONLY**** Additional Information is Required. & ❑ Stormwatei- Management Control Plan is Not Complete.By: — —Stormwater Management Control Plan is Complete.Lq l SMCP has been approved by the Engineering Department. i FORM * SWCP Check List -TOS MAY 2014 From: Carol Davidson carol;@iimocularcom = ; Subject: Date: December 18,2015 at 12 12 PM To: Enclosed is the payment for the Permit for KRIMITSOS 525 Gus Drive East Marion, NY 11939 Please mail permit package to us at Long Island Modular Homes, Inc. 500 N. Broadway#103 Jericho, NY 11753 Thanks, rol Carol Davidson Long Island Modular Homes, Inc. 500 N. SOroadway X103 Jericho, NY 11753 516.472.7033 ph 800.621.4970 fax 1nJ41VV.i irT!OdL1k)r.0-)n1 eft/ j, /V p�1 ' _ 1 �I DEC 2-3 2015 �'� pF SOU�,�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 October 19, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Lon sland odular Homes 500 N dway#103 Jericho, 3 , Re: Krimitsos. 525 Gus Dr East Marion TO WHOM IT MAY CONCERN: I. The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. / A fee of$50.00. V Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) -Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection.fr`om Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40351 - New Dwelling (T)UNAUTHORFCED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CMTIRCA71ON INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CEPY`RCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (S)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELDOBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 1 400 Ostrander tel. 651.121.2505 Fax. 631.121.0144 1 odminopungengineering.com 1 -j Hovio 1 A or Thomas G.Wolrert Professional Engineer a j ® Douglas E.Adams,Professional Engineer < N 1 ` Robert G.Tast,Architect 0 1 SITE DATA 1 _ �..� o 2 1 — _ _ AREA = 50,884 50. FT. In 1 t- _ FC ON- 'SUMMIT ESTATES,SECTION 3"FILED IN THE OFFICE 0 RK OF SUFFOLK COUNTY ON MAY 21,2002 A5 FILE NO. 0 1 - Lot �� - L DATUM = N.G.V.DATUM(MSI. 1929) - ' GROSS FLOOR AREA =3,864 50.FT. mit division 0 sub 1 LL i b s Suffolk ovnt tes, Section 41L - - - -_SUM SUFFOLK C ,�,n` SERVICES 1 x 56°Sl y�L11_ y dile No. 14515 Pltii$f T FOR APPROVAL CFCONSTRUCTION FOR A 1 x 16p Rory SINGLE FAM'LY RESIDENCE ONLN 1 of � rnr 1 � 0 1 a ro �6p 0pT DATJ:FB 1 3 20 5. "1=. NO �— _ 0 3 1 It 15.8 x APPROVED 56A � L FOR jFjUPTj OF BEI�R^ P w O W 3 _ _- - c ' a• Lot 32 -� �O Cn �••r""� 1 6 co Y. TEST HOLE t 11 SCF Ar\T p r E 1 .00 n lr ate, p , of FROM FILED MAP 1 01` N 0ly 15' �� 1 N �g6' S`� HOWARD W YOUNG,N.Y.S. 5.NO.45843 �� ' OT ID EL=15.0 0.014. 1 .2 C4 TOPSOIL ��O L N Off\ Q (ole � � X36� N� \ MAP PREPARED 05' �' 'Y F- at NTONIA B. KRIMIT505 LOAMo \ 32, "SUMMIT ESTATES, SECTION 311 (SW East Marion, Town of Southold J \1 2.0' ADO oL\2 3\ \ Suffolk County, New York SAND d Isox d`!\8`O SOr 3 \ BUILDING PERMIT PLOT PLAN GRAVEL ► Box �Oo dIG�51 \ (5W) 11 ELW�RJ J� co) \ County Tax Map o19eFmt 1000 section 38 Block 7 Lot 10.20 gvt� 6W EL=OA 150' 1 \ MAP PREPARED OCT.20,2014 (HIGHEST 1 SAND a 1 \ Record of ReVlsfons EXPECTED) pp A�`/C1 1 \ RECORD OF REVISIONS DATE GRAVEL N 1 a (SNS 1 \ ADSD FOUNDATION PLAN IAN. IQ 2015 J 1 0 17.0' x '0 1 15.0 m _ 1 c 1 – _ 40 O 20— 4.0 - - JOB No.2014-0206 -- - -- DWG.2000_0585_032-2014_0206bp / r L } OF 3 O = MONUMENT SET ®= MONUMENT FOUND Q= STAKE 5ET -A=-STAKE FOUND <i Tr^ f MOTE I USE CAST IRON COVER ON ALL POOLS. ',ON5TRUGTION NOTES 2 USE CAST IRON FRAME a ORA ILTFR FABRIC SHALL HAVE AN EOS OF 40-b5.BURLAP MAY BE FOUNDRY,PAT NO 115-Tr,OR AFF ON LEAGHINO CATCH BASINS a L 3ED FOR SHORT TERM APPLICATIONS. Y,IELLS .bUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF 3.USE 4"PRECAST CONCRETE G DINTS ARE NEEDED THEY WILL BE OVERLAPPED To THE NEXT MIN.BELOW FINISHED ERADE or - TAKE GROUT AROUND STAKE MATERIALS WILL BE ST,-,NDARD 2"x4"WOOD OR ENTIRE PIPE 7 2UIVALENT.METAL WITH A MINIMUM LENGTH OF 3 FEET. 0-1—Z ❑ .SPACE STAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM la INCHES DEEP SPANS GREATER THAN 3 FEET MAY BE RIDGED WITH THE USE OF HIRE MESH BEHIND THE FILTER FABRIC, DR SUPPORT, FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND ND BACKFILLED IT SHALL BE SECURELY FASTENED TO THE STAKES _ __ PRECAST S• ND FRAME _ DRAIN RING DRAINAGE r� BY 5w A 2"x4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST. PROPRIETARY INLET PROTECTION MAY APPROVED BE SUBSTITUTED IF PIPE PPROVED BY QUALIFIED INSPECTOR, 8 O i �j- block � 'HAS r–'INLET" Q— L w Y n Z 77 GROUND WATER Q 4 Q '� Mf MSS T"rFI OAL LEAOHI NIS POOL, "x4" WOOD FRAME LEACH I N6 OAtOH BASIN IL NTS 2"x4" WOOD 5TAKE5 O �- TEMF'ORRY LIMIT OF GRADE STOOKF'IL.E � GRQUND AREA D I STUR�,4 536°51 IZ �(✓}�+ �( ,� ` Ropy OF TRee5C'07L\ (, w4 wr W L FILTER FABRIC BURIED 12" MIN. AGE 7� ?10 O ON ��` I 3i SSAO' �y � s p\�o N O P 11 A r S �mx � 3 A 50.Oo' enni e S 80.01, ay' 3E I_ #.2 N k w, s MESH) L%��rg '� `; • - �� SILT FENCE L�# 0 �\2"`� I NLET TELEPHONE N PROTECTION ELECTRIC p� CONSTRUCTION (TYP) BO" oar STAG,I NG IRE FENCE I(HAY AREA ELEGY DRAINAGE INSPECTIONS ARE REQUIRED TE NY BE Contact TOS Engineering at 765-1560 before -ED) Backfill,OR Provide Engineer's Certification GONSTRUOTI ON that the drainage has been.installed to Code. EL=Iso ENTRANCE EROSION &SEDIMENT CONTROLS FILTER CLOTH Shall include but not be limited to: A-well maintained Construction Entrance, . i Wire Backed Silt Fencing, stabilization & FLAN Seeding of exposed and f or inactive soits. 40 O 20 40 50 120 I Scale: 1" = 40' 0 GH EL=O O (HIGHEST APPROVAL OF STORMWATER MANAGEMENT EXPECTED) CONTROL PLA -T Cod C r 236 Date*. �� AppmVed bV: _... ... . . ._.. .. ...... M.........,....__... ..... .. SIM Residential 5AFFF Draw(ng Prepared: AI Project: 2015_0323 Antonio Kr I m i}�li s®s f� Drawing: 2015_0323_ I I f of Greenport, Town of Southold a Suffo!k County, New York tk k a` I° -' Storm Wath Management Oontro I Man a 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 of THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECffIC PURPOSE AND ARC NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP N07 BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIDNAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIDNS AND OR DATA OBTAINED FROM OTHERS. 1 400 Ostrander Avenue,Riverhead,New York 11901 1 I I tel.651.127.2305 fax.631.121.0144 1 1 s admin®youngengineering.com 1 z 1 4 1 Q 1 Howard W.Young,Land Surveyor 1 Thomas G.Wolpert,Professional Engineer 1 OC ® Douglas E.Adams,Professional Engineer a 1 Q i Robert G.Tost,Architect �o I N 1 _Q Cl01 5117E DATA L AREA = 50,884 50. FT. c1 _ — — — •SUBDIVISION-"SUMMIT ESTATES,SECTION 3"FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON MAY 21,2002 AS FILE NO. Lot 33 - -'�- � _ 10769. ILSuR►mit Subdivision 1 Suffolk ounttes, Seatlon 4" 536°51,12"3 y File No. 10513 0 1 ROW oP•� 0 1 0 1 � 260.00, Q -y SURVEYOR'S CERTIFICATION o goo Ye HEREBY CERTIFY TO ANTONIA B. KRIMITSOS THAT N - THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE 1 � t? � \26�-''""-�'- ' �� ASSOCIATION OF PROFESSIONAL LAND SURVEYORSgv _ gw O Lot 52 6 V 1 O Z Q Sop• �D 1 OOHOWARD W.YOUNG,N.Y.S.L.S.NO.45693 1 4. N - \ N 1 3 \ SURVEY FOR 4 L� ` ANTONIAr S. KRIMIT505 a \ LOT 52, "SUMMIT ESTATES, SECTION 5" \2TTW \ at East Marlon, Town of Southold '\ �O0(o \ Suffolk County, New York , Bo7ELEPHONE �Ot `Or `G,n 3 \ FOUNDATION LOCATION SURVEY 1 EL.EGTRic <i rpd��1S 5�%�� \ 1 BOX °o Gj\) tesI County Tax Map Dlct,lct 1000 Section 58 Block I Lot 10.20 11 TRANSFOR-M \`� L MAP PREPARED OCT.20,2014 I \ 1 Record of Revisions 1 RECORD OF REVISIONS DATE 1 ADDED FOUNDATION PLAN JAN. 19.2015 cFOUNDATION LOCATION FEB.23.2016 J 1 �IAfl _ 7 201 ED BUILDING DEPT. 40 0 20 40 so EL TOWN OF SOUTHOLD Scale: 1" = 40' J05 NO.20 -0206 t DWG 2000-0565_032_2014_0206_foundat(on_loc I OF I O = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET ♦= STAKE FOUND 1 o;�.��m��Amo.�°•,��'�:�,.';�y:;�m:��..,�.,�m�''�'�,�.;.�.��/.1,:R,�:��.�,�."":".°,�°'��'�a.�'��.�s�.;cn'"�,:..o,,:`��Y��;�1�,°�i,�m�.,:m,:.m`,'.d moi T 'r / / 400 OalralGar Avmna,Rvorheaa,Nen ak!1401 1 r !"71v�,►,/('L/_` tel 68171'L]9�Im 631 T1.70W6 I a ; a x i p �� Thon�ap C�Nb�Ipen��t'"a,dW EngTtr+� 1 Q. /y�Cj/,,�. _ (/////�/1/ v22. Caoa6as&Ada,a.PY•elensiunl 6lgtrlen' Rctmrt C,TMt.Kchtect ' a l 1 C' SITE DATA AREA=30,gE4 5Ci FT. ' t- -��-_ •�11.9OM&aN-V-WT ESTATES,'SECTION W FUP IN THE OFFICE1, _ or CLERK orSUFFOLK[.OIPIT"ON MAY]l2002 AS FILE b W169. v "5��nft SubCI�Stan i r,r „ Suffolk County Fll cat10n- I 1 1 1 260.00' SMVEYOR'S CERTIFICATION Q 1 JII .,SSSS S l IL Spy , •/"�f lS •rE{EiBY CERTIFY TO ANTON IA S.KRIM ITSDIS THAT e 1 -IBS WZYBY NA9 FP--FAR®IN ACGORDAW�?KTH TME CODE CP Y PRACTKE FOR LAND SURVEYS ADOPTED BY THE MM YORK STATE s Q o \i l� � �� ASSOCIATION OF PROFESSIONAL LAND SURVEYORS i� top C � � � aA ,� /�•'' A 6� F� /.�G�del �t� 1 ''eosk Lot 32 1 0 y 19 t°• ;, + - , 1 .� gar�--•- k�' \ �.o ra�;•.'�- a l "0 ` Sl ' \ O Q WAARO A YOWp.,KYS E.S.NO 45689 R.�'�y' 1 , SURVEY FOR ANTONIA B. KRIMIT505 LOT 52,"SUMMIT E5TATE5,SECTION 3" + at East Marlon,Tom of Southold it °06\� \, Suffolk County,Nen York T 'At g1 - 3� \ FOUNDATION LMATION WWL°Y m°TML 1J g, C \ County Tax Map :entl 1000 sore..5b 9+I l.t 10.20 1 arcTw HAP FxLPAtim a�GT 7a.7cNi + \ Record of Re"[" 1 1 l RP.GOfm OF PENSIONS SATE l ADDED Fdr1�DATON RAJ9 so l ` FOlMDATQ!LOLATON _� •]016 1 gc 1 S T 1 - 1 Scala,1'=AO' ^\ Sloe H4L 2ON-0706 0m.2000_0565_09��OTi_0706_towxbtloe�be I Ot•I (].FIDNT'IEhT SET ■ t�LNA cVT FOUND A-STAKE SET A•STAN FGUND BUILDING DEPT. TOWN OF SOUMOLD IZED ON OR ITION IS A VIOLATION THE NEW YORK STATE ERTYLINES T,) OT To BE USED O ESTABLISH PROPERTY LINES FOR VEY NOT ED SEAL ALL NOT BE CONSIDERED TO BE A VAUD (1NDICATEDOHEREON SHALL RUN ONTO THE PERSON FOR WHOM THE SURVEYF15 SECTION PREPARED AND ON HIS BEHALF O E TI.E EDUCATION (GOVERNMENTAL SHOWN AGENCY AND LENDINGPNSTITU1ON LISTED HEREON•ANDSTRUCTURES O E ASSIGNEES OF THE LENDINGPURPOSE INSTITUTIONARE LACERTI CATIONS ARTE NOT TRANSFERABLE TO ADDITIONAL NSTIITUTIONS OF FENCES.(3) COPIES OF �(5)TME LOCATION OF BEARING (WTMSEP�DTANKS SURVEYOR'S5»&CESSPOOLS(CP)SHHOWN HEREON�ARE FROM FIELD OBSERVATIONS AND OR DATATRUE OBTANED(4)CERTIFICATION OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 1 I _ 1 W.631."12?2303 fax. 631.'72?.0144 1 g � {__ t r-r"�' [� r� yyy h i-� b� admin®youngengineerfng.com 1 Z i�U ��'.�i! �: YE7�if'lltib':� i IF 171 IV�Ny�eJ •� OU 7'7' 1 � r �{�)��,� ' ��•a.Q cram. `�A�G �(J�1 Q Howard W.Young,Land Surveyor s 1 ®s Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer n1 i Q Uo vt�0L11jN d y DEPARTME1VT Robert G.Tost,Architect a z eL1PPr V,' C CO,ISTRQy 'TEDSTH St SViCES SITE DATA _ >IlI"IE FAfV-aLY�RESOC ®RKS F®I� 201 CE S'°"�' L� AREA = 50,554 50. FT. i - - ' _ _ i3�fit:\�1ge dFs`�` h1.U, rp, le/O -/5_000` ,8 �I 1 — fns.•`rsp+_ poral 2nC cuter supply faCittti 'ZS •SUBDIVISION- "SUMMIT ESTATES,SECTION 3"FILED IN THE OFFICE d o C� es at OF THE CLERK OF SUFFOLK COUNTY ON MAY 21,2002 AS FILE NO. "Su Lot 33 S(Z5O=R A fUj��X115 t�partment Orothe � �ayE R IOR69. 1►imit �6 Ub7 F clesandfaurtdto 3states _ = •—� aE®R001I i Suffolk Count ' Section 41L _ i y File No 00 53 °SILI2LIE 10513 Craig Kne Office o f Wast Peer, P E•, Chief '�'"°� ewater Man 1 a ement N 1 - 1 7� FENCE 260•00L s.aw Lot 32 SURVEYOR'S CERTIFICATION � °s'� L "Summit Estates, iI tt?; 0 11 YE HEREBY CERTIFY TO ANTONIA B. KRIMITSOS THAT — 4p1 w Section 3 m`; N _ THIS SURVEY WAS PREPARED IN ACCORDANCE WITH_.JI�E_GODE OF 1 A O A � lT� G � PRACTICE FOR LAND SURVEYS ADOPTED BY TH)=NEWGYORK-f TATE 1 Vl 9 i �\y(�• G ASSOCIATION OF PROFESSIONAL LANDOt2SU 1i1/ L 1 CS3 P2 8 6b' — ��p tbo'� PPt10 2AtF: w O A +C v"�.,• E` j 1 11 ` � Z 3 ` 90 L�r� ^w.._-. ✓ 6-1 N 1 5_01 u cam, L� 6200 \L 2��' \ HOWARD W.YOUNIS,N.Y. .S.NO.45893 ` Lp`�i I O N 1 \ a •Ns \ SURVEY FOR -,400° FLOT NT®NIS 5. KRIMIT505 It I 52, "SUMMIT ESTATES, SECTION 3" ��2LLy� \ t East-Marlon, Town of Southold 0 \ 2 2018 Suffolk County, New York �CT 2 oti 3Y ?i�'��Or FINAL SURVEY O ee I �T ,�q�7�� °� TO iCounty Tax Map District 1000 SectiDn 38 Block"i Lot 10.20 TOWN S®` 1'10� MAP PREPARED OCT.20,2014 1 , 6J ' Record of Revisions 1 \ 1 \ - RECORD OF REVISIONS DATE ' ADDED FOUNDATION PLAN JAN. I9.2015 ;1 5ANITARY MEASUREMENTS \ FOUNDATION LOCATION FEB.29.2016 FINAL SURVEY NOV.071,201 1 A B 0 0 1 M _ _ _ 5T LPI 2"i' 32' 40 O 20 40 80 1 o_ LP2 50' 26' Scale: 1" = 40' JOB NO.2014-0206 AS.2000_0585_032-2014_0206_fe I OF I O = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A STAKE FOUND RO = ROOF OVER DI = DRAINAGE INLET � + Techo-Bloc 10" Aberdeen Border Techo-Bloc 12" Piedmont Cap Border Tech Block Villa io Back Bonds�. :• s fi sss/s�s¢fi Ss>r ;sus gXfisrs sssrss: Tech Block Villagio Back Band ,� s• Yfi. X ;.h rd ,r Aberdeen Random s 4s ' ':20' X 20' Aberdeen Patio Field'-` ' Walk aver tfif .,� P ti.,, ' Patio Field'-%%'•. r•>�}• berdeen at' }:. �{ . � .: i } r F> :} f$' sr .'2 X 20 452 Piedimonte Frame �' ' �'Q,fi.�scfi:i•-,Ysfi,�fi, ' '�sfi1s%.�cfir``.'ti �s�'hfijslafifi.•�fijsfi.t• �fi,.s• ::S,dfi„u;�fi,•�fi. �d;�' fi�S,,fS >'fi�.,; .X: :r. 'r '-. .t .t•.<•.< .t .t .< .< .< ;r •r r• •.� { fi?fi Parisian Paver Area. .- Villagio Border fi X fi fi 9 :{ r.r :902 Herringbone � fi+ s ::a '20 X 20 45-oAberdeen 6" X 9" Parisian Row Loc s .� :`� '•Inlay Fieldsssss sfis fif ..,.. :S {• S}ri•CS•.•f.S;fiYSY,.S fi4S COMPOUND ROW LOCK BORDER"A' {��' : Parisinn Paver Area�: 452 Herrin bone 1 COMPOUND ROW LOCK BORDER"B" I DRIVEWAY INLAY&BORDERS "C" D-1 , , ♦ ♦ Evergreen Backdrop Screen • � a>s Statuary Or Garden Art Focal Point 65 z Decorative Overhead Pergola As Per Proposal Summer Flowering Tree Typical 65 .0 Upper Shade Terrace Area With Paving Detail "B" Diagonal Aberdeen Paving As Per Detail "A" - - - °c I + , Neighbor's Fence Columns xk Kxx Techo-bloc Piedmont Steps Up To Raised Seating Terrace Neighbor's Estate Fence Location i, xxx xkx < > > �x With Prescott Riser Veneer Corner Pier 6" Above Upper Terrace For % - Urn Display % 8' Sheer Descent Water Curtain Set patio Paving Inlay with Diagonal Aberdeen 0 -- - Below Wall Cap Paving As Per Detail "B" 11 - -- Prescott Raised Veneer Wall At Pool End Pool Ladder Location If Installed _ r n Techo-Bloc Piedmont 14" Pool Coping 20" X 20" Techo-bloc Paver Patio Area Set In 902 Tile Pattern % , 20' X 40' with 20' x 14 "L" Inground Pool With Automatic Cover Garden Statuary Or Art Focal Point With Lattice Backdrop Full Width Pool Steps < And Pergola Topper 8' Wide Lattice Back Drop With Pergola Topper Raised Pedestal 20" Ht With Piedmont Cap For Armillary Sundial Display 18" x 24" Bluestone Stepping Stones I Vi i I r{ 1a N K 15' Set Back Line Lawn y ♦ � ' 0 � �m�JM IT "nW'FN.W' � its �Df ♦ Evergreen Accent Screen ,._3 _ - 15' Set Back Line 20" sq. Aberdeen Patio Area Set 902 Angle Lawn ;. M _ 15' ♦ 1 Decorative Shade Pergola Over Counter & ' Lawn � Buffet Area as Per Proposal • Summer Flowering Tree - - N Prescott Veneer 8 B Q Counter Base And Bi Level Bar Area Armillary Sun Dial ' With Cantilever For Stool Seating, (42" Grill, Side Burner, % \,�i�i�, 10" Aberdeen Patio Frame 4" Sink, Space Under For Cabinets And Appliances) ;� �� 20„ sq. Aberdeen Patio Area Set 452 Angle ♦ A +-t- ++ 20” X 20" 45e Aberdeen Inlay With 10" Aberdeen Border - _ _ ++ ++ 22" ht. Seat Wall With Prescot Veneer Wall & 14" Piedimonte Caps "��r�� - - Custom Fire Pit/Table With Prescot t % ++ ++ Veneer Sides And Custom Bluestone Top a Piedmont Tread Edge For Wrap-a-round Steps A n� With Aberdeen Landing Field ♦ Villagio Accent Border Around Base Of Veneer . Piedmont Tread Edge Steps With Aberdeen Landing I ftm L 1,34 (i) ,na'da� ""`` :n'.,..,� "^Kai' _ Yvllrn�r..,i Proposed Pool Equipment Location — — 1. Techo-bloc Random Aberdeen Paver Walk l .. , w/ Parisian Row Lock Borders Fire Table Example Decorative Arbor Entry To Rear Yard As Per Proposal 1 , lip Techo-Bloc Aberdeen slab Landing �� Enclosure Fence Location as Per Proposal �`,'. " 4=F = " ` ' ` " ` z, " , 77 with Piedimonte Tread Edge x, 6 v' 2k f RESI � ENC � 14 Piedimonte Step, Step & Landing Edge Of Cleared Area Veneer to be Prescott veneer f r ■ �♦te�.�rre�.- rr t ha._ ■■ �■r�rr Appx. Column Location -' 'h ., .; For Porch Roof Lawn Aberdeen Entry Walk With Property Line As Per Surveyky� aa, r . n Piedimonte Frame / Entry Arbor Example , w Walk & Inlay Detail "C " �Z r� Neighbor's ,♦ \ \ Driveway % -\ GARAGE Gate g \ _ \ iIng 0 • a � CD 0O 0 0 Lawn ♦ s r Optional Driveway Paving Using Techo Parisian Pavers I � � Set In Modified Herringbone Pattern Lawn -- Driveway Entry Area Using 6" X 9" Parisian Pavers Set 902 Herringbone i Driveway Entry Accent Inlay 6 X 9" Parisian Pavers Set 452 0 0 o Lawn I Herringbone With 6 X 9" Paver Rowlock Border ° o ° i I o a 0 o ° — i 0 ° 00 ° 0 ° ° 0 00 0 Lawn Lawn a 0 o i Additional Street Tree -_� Lawn Existing Street Lamp Existing Utility Service Boxes Three Rows Of Techo-block Villagio Pavers For Flush Driveway Border Tan Granite Block Or Villagio Pavers Set In 452 Herringbone Pattern For Driveway Aprons Existing Street Tree COPYRIG I:D W gTERI.AL She printing, copying, or reproducing 6y any means of this drawing, ideas and concepts contained here in is expressly forbidden without written consent of,. 12atto Landscape Ltd. This materzalis protected 6yvs Copyright law andviolations wiff6e vigorously prosecuted 0 5 10 20 Revisions: Landscape Can For.' XRj�j j�jS'QS 1�E,Sj1�E�VCE N Drawn BY: DA The Intended vse Of This Landscape Flan Is For The Date: LONGISLAND Illustration Of Our Landscape <Design Only. Locating LONG SWIPEASS001ATgN (Pools Fences Driveways, Decks Or•Any Other Structures suiLDERswsnrur� Designed BY: � 525Gus us Drive MEMBER �Y r A, �.p,. N DA &jr , , k "„�,,. nn Rr", . Shown On 9his(flan Should Be verified In. The Field ByA East �l�larion �VrY11939 4 Date: LicensedSurveyor Or Engineer, Especially If die(Proposed _ New 11-8-2016 l eertlfiea BBB Structure Is Close To The Broperty Line Set6ackSpecified J. a O landscaping HCl■ W xvsewu an.a Nwsme.ore:ron.i Scale:C—.275 By Tour Town Or village. !.Nursery'' '' Loco 1 — 10 0 '.landscape P.O. BOX 201 CALVERTON NEW YORK 11933 631 . 696.6503 °`e4�'°"a' — Drawing: LS — 1 ' METROPOLITAN ABSTRACT CORPORATION . ONE OLD COUNTRY ROAD•CARLE PLACE, NEW YORK 11514 516-741-5474.631-273-3333.718-343-4334.212-354-5474.800-621-1104 FAX 516;877-1195 Title No. S348612/SS METROPOLITAN ABSTRACT CORPORATION (A Policy Writing Agent for Stewart Title Insurance Company) Does hereby certify to THE TOWN OF SOUTHOLD That it has caused a search to be made in the Office of the Clerk of the County of Suffolk, State of New York, for the period from July 1", 1983 to date against the premises described in Schedule "A" herein and premises adjacent thereto on all sides,_and has found only the returns set forth therein as to the premises described in Schedule "A" as they bear on record title; and does hereby certify that the owners of the premises described in Schedule "A" herein have owned the same in single and separate ownership, as defined by law, during this period of time, except as otherwise shown herein. This company's liability is limited to One Thousand and 004/�1Q0 !a$1,0 U)•Do'llar�s l under this Certificate for negligence only. l METRO IT ABSTRACT CORPORATION oward L. Winston,President Dated: August 14,2015 District: 1000; Section: 038.00; Block: 07.00; Lot: 010.020 MEMBER OF NEW YORK STATE LAND TITLE ASSOCIATION•AMERICAN LAND TITLE ASSOCIATION Title No. S348612/SS Page 2 STATE OF NEW YORK) COUNTY OF NASSAU) HOWARD L.WINSTON,being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place, New York, and is over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a Policy Writing Agent for Stewart Title Insurance Company. That under his direction title was examined to the parcels of land described on the annexed schedule and labeled Parcels A,B,C and D. That said examination, dated August 141h, 2015, discloses a chain of title to determine if any contiguous property was owned by an owner of the property involved since the date of any previous applicable Zoning Ordinance as of July 1", 1983. And, that this Affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis, therefore, the info tion set forth herein and knowing full well that said Board will rely upon the truth thereof. METROPOLITAN CT CORPORATION By: Howard inston,President Sworn to before me this 14th day of Au ust,2015 MMRIANDA NotNew►York No.01MI6067605 Qualified in Nassau County Commission Expires Dec.17,2017 Title No. S348612/SS -Page 3 DESCRIPTIONS PARCEL"X% (Subject Premises) ALL that certain_ plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at East Marion, Town of Southold, County of Suffolk and the State of New York, being known and designated as Lot 32 on a certain.map entitled, "Map of Summit Estates Section 3," filed May 21,2002 in the Office of the Clerk ofthe County of Suffolk as Map Number 10769. ALSO known and designated as District: 1000; Section: 038.00; Block: 07.00; Lot: 010.020 on the Suffolk County Tax Map. PARCEL`B": (Adjoining North and West) Gus Drive PARCEL"C": (Adjoining Southwest) Known and designated-as District: 1000; Section: 038.00; Block: 07.00; Lot: 010.019 on the Suffolk County Tax-Map. PARCEL"D": (Adjoining Southeast and East) Known and designated as District: 1000; Section: 038.00; Block: 07.00; Lot: 010.001 on the Suffolk County Tax Map. STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston,being duly sworn,deposes and says: That he resides at One Old Country Road, Carle Place, New York, and is over the age of 21 years and that he is President of Metropolitan Abstract Corporation;a Policy Writing Agent of Stewart Title Insurance Company. That the above is the true description o the subject premises and of the adjoining premises as shown on the records in the varianc earch under the above captioned title number. METROPOLITAN TRACT CORPORATION Howard L. 7ton, President - Sworn to before me this - 14th day 9,f August,2015 , tLm IRANDA Notary Publt St of New York No.O,St 67805 QuaMed in Nassau County Commission Expires Dec.17, 017 Title No. S348612/SS Page 4 CHAIN OF TITLE FOR PARCEL"A": (Subject Premises- 1000-038.00-07.00-010.020) East Marion Associates Dated: 02/16/1968 to Recorded: 02/2I/1968 Rhoda Kaplan and Zena Kaplan Liber 6730 Cp.254 Zena Kaplan and Rhoda Kaplan Dated: 12/30/1985 toRecorded: 02/10/1986 Gusmr Realty Corp.ar,"� Liber 9976 Cp.456 Gusmar Realty Corp. Dated: 09/15/1995 . to Recorded: 11/14/1995 Pantelis FRakiii-S :I Liber 11749 Cp. 951 Pantelis Fakiris Dated: 09/15/1995 to Recorded: 11/14/1995 Peter W5uTkrakos 3 Liber 11749 Cp. 952 Pangiotis �U:rZ kos Dated: -09/19/1995 to Recorded: 04/05/1999 Gusmar Realty Corporation Liber 11955 Cp.460 Gusmar Realty Corporation -Dated: 10/15/2004 to Recorded: 11/01/2004 Christos Batalias and Angela 13atalias,Ns wife Liber 12352 Cp. 246 (continued) STATE OF NEW YORK) COUNTY OF NASSAU ) Howard L. Winston,being duly sworn,deposes and says: That he resides at One Old Country Road, Carle Place, New York, and • over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a licy Writing Agent for Stewart Title Insurance Company. That the above are the true ch ' of title as shown on the records in the variance search under the above captioned title num e . METROPOLIT STRACT CORPORATION Howard L. Wi ton, President Sworn to before me this 14th d*Aq015 - ANNotary PYork Qualified In Nassau Courtly Commission Expires Dec.17,2017 Title No. S348612/SS Page,5 CHAIN OF TITLE FOR PARCEL"A": (Subject Premises— 1000-033.00-07.00-010.020) (continued) Christos Batalias and Angela Batalias, Dated: 04/27/2015 as husband and wife Recorded: 05/28/2015 to Liber 12818 Cp. 515 Antonia B. IPM'sos r (Last 0jlnet-of Recorcf) CHAIN OF TFI'LE FOR PARCEL"B": (Adjoining North and West) Gus Drive CHAIN OF TITLE FOR PARCEL`'C": (Adjoining Southwest— 1000-038.00-07.00-010.019) East Marion Associates Dated: 02/16/1968 to Recorded: 02/21/1968 Rhoda Kaplan and Zena Kaplan Liber 6730 Cp. 254 Gena Kaplaif incl'0Iiada ICal5lanDated: 12/3O/1.9�8�5,� t to Recorded: 02/10/1986 Gusmar Realty Corp. ''® Liber 9976 Cp. 456 (continued) STATE OF NEW YORK) COUNTY OF NASSAU ) Howard L. Winston,being duly sworn,deposes and says: That he resides at One Old Country Road, Carle Place, New York, and,is over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a Policy Writing Agent for Stewart Title Insurance Company. That the above are the true chains of title as shown on the records in the variance search under the above captioned title number. METROPOLITAN RACT CORPORATION _ �' I owardlIion, President Sworn to before me this 14th I daAYAkRIA f AgMN 015 ANAIRAbA Notary Public;:Stat6.6t,N w York N o._4.1 MIb057805 Qaltticl iri:Nasc�il"County Gartlit5lsslatl,EXpites,beC.17,2017 t Title No. S348612/SS Page 6 CHAIN OF TITLE FOR PARCEL"C": (Adjoining Southwest— 1000-038.00-07.00-0I0.019) (continued) Gusmar Realty Corp. Dated: 09/15/1995 to Recorded: , 11/14/1995 Pantelis Fakiris Liber 11749 Cp. 951 Pantelis Fakiris Dated: 09/15/1995 to Recorded: 11/14/1995 Peter Mourkakos Liber 11749 Cp. 952 Pangiotis Mourkakos Dated: 09/19/1995 to Recorded: 04/05/1999 Gusmar Realty Corporation Liber 1.1955 Cp.460 Gusmar Realty Corp. Dated: 01/11/2005 to Recorded: 02/03/2005 Herman Demirciyan and Vartan Demirciyan, Liber 12369 Cp. 695 as tenants in common (Last Owner of Record)- STATE OF NEW YORK) COUNTY OF NASSAU ) Howard L.Winston,being duly sworn,deposes and says: That he resides at One Old Country Road, Carle Place, New York, and is over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a Policy Writing Agent for Stewart Title Insurance Company. That the above are the true chains o" itle as shown on the records in the variance search under the above captioned title number. METROPOLITAN CT CORPORATION Howard L. 1 ston,President Sworn to before me this 14thANA of 762805 t,2015 % 0 IADA Not , faew York No.01MI6 Qualified In Nassau County Commission Expires Dec.17,2017 i • Title No. S348612/SS Page 7 CHAIN OF TITLE FOR PARCEL"D": (Adjoining Southeast and East— 1000-038.00-07.00- 010.001) East Marion Associates Dated: 02/16/1968 to Recorded: 02/21/1968 Rhoda Kaplan and Zena,Kaplan Liber 6730 Cp.254 Zena Kaplan and Rhoda KaplDated: 12/30/1985 to Recorded: 02/10/1986 Gusmar Realty Corp. Liber 9976 Cp.456 Gusmar Realty Corp. Dated: 09/15/1995 to Recorded: 11/14/1995 Pantelis Fakiris Liber 11749 Cp.951 Pantelis Fakiris Dated: 09/15/1995 to Recorded:` 11/14/1995 Peter Mourkakos, Liber 11749 Cp. 952 Peter Mourkakos Dated: 01/25/2002 to - Recorded: 02/26/2002 Ioannis Kordistos Liber 12171 Cp. 230 (Last Owner of Record) STATE OF NEW YORK) COUNTY OF NASSAU ) Howard L.,Winston,being duly sworn,deposes and says: f That he resides at One Old Country Road, Carle Place, New York, and is ov r the age of 21 years and that he is President of Metropolitan Abstract Corporation, a Policy riting Agent for Stewart Title Insurance Company. That the above are the true chains of it le as shown on the records in the variance,search under the above captioned title number. METROPOLITAN CT CORPORATION - Howard L. W' s n, President Sworn to before me this 14th da of g _ t,2015 - A A AR MI NDA. Notary Public,S e f New York No.01 M16067805 Qualified in Nassau County Commission Expires Dec.17,4017 . (1111111 1111 III(I Iflll 911f1 illlf iifll ifill iiffl IfN 19f1 - I Illill lllfl 11111 fll(Ifll SUFFOLK COUNTY CLERK -RECORDS -OFFICE RECORDING PAGE Type of Instrument,: DEED Recorded: 05/26/2015 Number of Pages: 4 At 02:35:19 PM Receipt Number . 15-0071064 TRANSFER TAX NUMBER: 14-26525 LIBER: D06012818 PAGE: 515 District: Section: Block: Lot: - 1000 038.00 07.00 010'.620 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00' . Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 No- COE $5.00 No NYS SRCHG $15.00 'VO EA-CTY $5.00 NO EA-STATE $250.00 00 NO TP-584 $5,00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $60.00 NO Transfer tax $0.00 NO Comm.pres $0.06 No Fees paid $380.00 TRANSFER TAX NUMBER: 14-26525 THIS -PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County mt 1 Z Number of pages RECORDED 2015 May 28 02:35;13 Pp JUDITH R. PRSCRLE CLERK OF 'This document will be public SUFFOLK-COU10 1ecord.'1310se remove all L D00012818 P 515 DTk 14-26525 Stamp Recording I ding Stamps Page/Filing Fee Mortgage Amt. 1.Basic Tax _ Handling 20. 00 2. Additional Tax _ TP-584 -- Sub Total Notation ' 5pecJAssit. �, or p EA-5217(County) -,__ Sub Total `, S cc./Add. r ---- FA-5217(State) i TOT.MTG.TAX _ R.RTS A. — Dual Town Dual County Held for Appointment Comm.of Ed. 5. 00 Transfer Tax _ Affidavit �D� fps Mansion Tax _ The property covered by this mortgage is Certified Copy �i or will be improved by a one or two NYS Surcharge 15. 00 ^, family dwelling only. Sub Total YES or NO Other _ ' Grand Total �, _' If NO,see appropriate'tax clause on page# of this i cn. I d Dist. ooc 15013495 loop 03e00�0700 010020 ;k O 5Community Preservation Fund Real Property p T S {�IUII�1Uilt�lU�� uU� WI Consideration Amount$ Tax Service R DHp A I I 1 �Il! U UQ. Agency 27-MAY-1 CPF Tax Due S. Verification 6 Satisfactions/DischargaMelenscs List Property Owners Mailing Address Improved RECORD&'RETURN TO. Vacant land GAKl•Srr, TD .0 M f -Sas f'Sr� TD TD ,7�✓t N� Mail to:Judith A.Pascale,Suffolk County Clerk pCo. Title ComDany Information . 310 Center Drive,Riverhead,NY 11901 Na aw .suffolkcouhtyny.gov/clerkww ! A C - S s Suffok Cogpfy jutecording & Endorsement a ,e This page forms part of the attached f)x a, t) made by: 1 (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in '/.1p qr(,4 &44 j A 5 SUFFOLK COUNTY,NEW YORK, TO In the TOWN of 5 6Q-irtC 114 1 a r�+n +] J:J lA fn,t-/Sol In the VILLAGE or HAMLET of _z7as¢ A4we fd o BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK DM ONLY PRIOR TO RECORDTI�iG OR FILING. ua+o-saw+u . (over) i J � 4Cr— a/ �1A DLT YOUR LAWYER BEFORE SIGNING THIS IHSTRUMEHVMIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY LYDEED THIS INDENTURE,mada the Z'k day cf Apd.2015 BETWEEN CHRISTOS BATALIAS and ANGELA BATALIAS, as husband-and wife, residing at 65 Miller Boulevard, Syosset,New York 14791 party of the first part,and ANTONIA B.KRIMITSOS.having an address at 205 Derby Street.East Williston,Now York 11596 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten(610.00)dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the helm or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and Improvements thereon erected,situate, lying and more particularly described in Schedule A attached. L �aoo Being the'same premises conveyed to.Christos Batatles and Angela Batelias by Deed dated October 15, 6—o7.00 2004 and recorded on November 1,2004 in the County of Suffolk In Liber D00012352,Page 246. �- 010-6)- TOGETHER with all right,titre and interest,tf any,of the parry of the first part In and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever., AND the party of the first part covenants that the party-of the first part has.not done or suffered anything whereby the sold premises have been encumbered In any way whatever,except as aforessid. AND the party of the first part in compiler=with SeWon 13 of the Lien Lam covenants that tiie party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the some fust to the payment of the cost of the Improvement before using any part of the total of the same for any other purpose.The word'pally'shall be construed as If it read'parties'whenever the sense of this indenture so requires. ' IN VMESS WHEREOF,the party of the first part has duly executed this deed the day and year fust above written. IN PRESENCE OR Ch s B tailes . Angel alalias , SlandaN N.Y.a.T.U.Foran UM•Bargefs sad Sate Deed.wph Comasnt agatesr GmKoes Act—UnHoaa PA atmdedgment SCHEDULE A At East Marion,Town of Southold,County of Suffolk and the State of New York,being known and designated ds Lot 32 on a certain mdp entitled,"Map of Summit Estates Section 3" filed May 21,2002 in the Office of the Clerk of the County of Suffolk as Map Number 10769. , q TO BE USEDONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of Nbe�w Yodr,County of Or ss State of New York,Ccunly of ss: On theacl day of fn the year2015 On the dayof In the year before me,the red�j nally appeared before me.the underetgned,personaay appeared buy AWL a oNOw S the basis of personally brown to me or proved to me an the basis of (are)�bscribed too thnce e vAlh n b theburedntt(m�acknowledgedwhose too is care)actory U&MM tawitehin eI Instrument and��acknowledgednam*) 8)b me that hefshalthey executed the same In hialhedtiheir me Oral helshelthsy executed the same dthettr to ), and that by hislherilheir s%pa)ure(s) on The eapactly(les), and,that by hisT wAhatr slgnatum(s) on the 'Oha W"ZA. n behat(of which instrument.the imfidduat(s),or the person upon behalf of which the Owed � t. the Indtuldual(s)acted,executed the Instrument (atgnalure end otltrs of tndhrtdusl taking acknowledgment) (signature and office of badty wl taking admowledgmenl) PATRICIA HOLTERMANN HolasyNon 10 HO/a303j9rk State of Yo Que6ged in Richmond Coun Commission Ehglms January 25.Y0.& TO BE USED ONLY WHEN THE ACKNOWMOMF,NT IS MADE OUTSIDE NEW YORK STATE State(or Distrfclof Columbia.Unitary.or Foreign Country)of W. On the day of In the year before me,the undersigned,personally appeared personally known to me or proved to ma on the basis of satisfactory evidence to be the Indtvlduat(s)whose name(s) is(are) subscribed to the sift ht wumeM and acknowledged to me that heishelthey executed tfhe same In hislhedtheir cepadWes),and that by hisihettM stgnature(s)on the Instrument,the IncMduai(s),or the person upon behalf of which the Indivldual(s)acted, executed the Instrument,and that such Individual made such appearance before the undersigned In the In I prhsert the City or other poles)subdivision) (and insert go State or Country or other place the acknowledgment was taken) (signature end elks of lnewktual taking acknowledgment) BARGAIN AND SALE DEED SECTION 36.o a WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK 67. Od LOT 0463o 09.6" TWe No. qct a 531- . COUNTY OR TOWN Suffolk Christos Safh n and Angola Bataltas TO Antonio B.Kfimitsos RETURN BY MAIL T0: Chris Kdmbos,Esq. 206 Derby Street - East Wpltatan,NY 11596 , METROPOLITAN ABSTRACT CORPORATION One Old Country Road Carle Place,New York 11514 DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M.CUOMO 99 WASHINGTON AVENUE GOVERNOR ALBANY,NY 12231-0001 CESAR A. PERALES TELEPHONE:(518)47411073 SECRETARY OF STATE WWW.DOS.N.GOV December 11,2015 Mr.Jim Novic Modular Steel Systems, Inc. 11 Edwards Drive Bloomsburg, PA 17815 RE: M080-2015-080 Batalias Residence Dear Mr. Novic, Issued herewith in response to your application received July 24, 2015 with final revised documents received December 4,2015 for approval of a new Individual Model(Model:201413,Batalias Residence in Southold,Suffolk County) is the Factory Manufactured Approval designated as M080-2015-080 as authorized under Part 1209 of Title 19 NYCRR, Division of Code Enforcement and Administration. The approval is indicated by the New York State Department of State's"Stamp of Approval"placed on the set of plans accompanying this letter.This approval will remain in effect for a period of two years from the date of approval,unless sooner revoked,and is subject to renewal thereafter. The design limitations for this approval are: 1. Occupancy: Single Family Dwelling 2. Construction Type: V-B 3. Ground Snow Load: 30 psf 4. Seismic Design Category: B 5. Basic Wind Speed: not to exceed 120 mph,exposure category C. The fees required for this approval were: Filing Fee $ 50.00 Plan Checking Fee $ 400.00 Total $ 450.00 All fees have been paid. Prior to shipment from the factory each factory manufactured home, model and/or component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209.5.The Insignia of Approval Order Form is attached for your use. Sincerely, Ronald E. Piester,AIA-Director Division of Code Enforcement and Administration Enclosure:One(1)stamped set of Individual Model drawings cc: Rick Wenner—PFS Corp.(emailed) NEWYORK Department sr Are oP sor NI7Y. of State r ` NEW YORK STATE DEPARTMENT OF STATE UNIFORM FIRE PREVENTION AND BUILDING CODE DIVISION OF BUILDING STANDARDS AND CODES APPLICATION FOR PLAN APPROVAL OF A FACTORY MANUFACTURED BUILDING MANUFACTURER:Modular Steel Systems, Inc. Manufacturer No: M®"O Address: 11 Edwards Drive, Bloomsburg, PA 17815 Phone: 570-520-4149 Contact Person: Jim (Zivorad) Novic Faux: 800-648-0708 QUALITY CONTROL MANUAL PREPARED BY:Modular Steel Systems, Inc. Address: 11 Edwards Drive, Bloomsburg, PA 17815 Phone: 570-520-4149 Contact Person: Jim (Zivorad) Novic Fax: 800-648-0708 QUALITY ASSURANCE AGENCY: PFS Corporation Address: 1507 Cottage Grove, WI 53527 Phone: 570-784-8396 'Contact Person: Rick Wenner Fax: 570-784-5961 FACTORY MANUFACTURED BUILDING IDENTIFICATIONS Model: 201413 - Batalias Occupancy Class:One family Application pertains to: New Individual Model New System of Models Modification of an Approved Model or System: M Renewal of an Approved Model or System: M FILING DOCUMENTATION AND FEES Provide 3 sets of necessary drawings, specifications and documentation and one manual. Please provide a non-refundable filing fee of$50.00.A plan checking fee in accordance with 9 NYCRR 1281.4 is required upon approval,payable to:NYSDOS,Division of Building Standards and Codes.Send payment to:NYS Dept.of State,Division of Building_Standards and Codes,99 Washington Avenue,Albany, NY 12231. SIGNATURES Registered Architect-Professional Engineer Name:Marc Bowen, P License No: 81378 Signature: Authorized Signature of Manufacturer Name:Jim (Zivorad) Novic Signature: Date: 7/17/2015 DOS 1280(Rev.10113) Page 1 of 1 S , 1 VersionREScheck Software ■ • Compliance Certificate Project Battalias Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 17% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Lot 32 Gus Drive Long Island Modular Homes Modular Steel Systems, Inc Southhold,Suffolk Co.,NY 500 North Broadway 11 edwards Drive. Jericho,NY Bloomsburg, PA �� yw-:c �'iT6 •?- ^� "g."p�^ ..:.•x�.'��„ T°`.°• .y°'39e`'rvzgk,;i yg ffi 2 8.- •3' a� •1'q b¢@' +88 8 II ~nom $ 'w.'^b� �"°.i^tiR � 4: ;:.. p< e'1 Compliance: 5.6%Better Than Code Maximum UA: 531 Your UA: 501 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ffi Ceiling 1:Flat Ceiling or Scissor Truss 3,258 30.0 0.0 0.035 114 Wall 1:Wood Frame, 16”o.c. 2,321 21.0 0.0 0.057 108 Window 1:Wood Frame:Double Pane with Low-E 306 0.310 95 Door 2:Glass 80 0.310 25 Door 3:Solid 38 0.160 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3,258 19.0 0.0 0.0471 153 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has b signed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 46 nd t y with the mandatory requirements listed in the REScheck Inspection Checklist. Marc Bowen, PE M/ 7/21/15 Name-Title Signa tu e Date of-NE IV k— �p $. 4 tab 13� Project Title: Battalias Report date: 07/19/15 Data filename: FADrawing requests\201413-Batalias\Battalias.rck Pagel of 6 REScheck Software Version Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Seetiort Olans verified Field verified # (Pre-inspection/pian Review !lai aiue Complies? Coe mLints/Assumptio€is Re .11) 103.2 Construction drawings and '❑Complies [PR111 documentation sufficiently `❑Does Not } demonstrates energy code , ` compliance for the building ❑Not Observable envelope. '❑Not Applicable 103.2, Construction drawings andry !❑Complies 403.7 documentation sufficiently ❑Does Not [PR311 demonstrates energy code compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: `❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr =❑Does Not on loads per ACCA Manual J or _E Cooling' Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr =❑Not Applicable Additional Comments/Assumptions: J 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) .3-;Low Impact(Tier 3) Project Title: Battalias Report date: 07/19/15 Data filename: FADrawing requests\201413-Batalias\Battalias.rck Page 2 of 6 2010 thew ®rig Foundation inspection complies? Comments/Assumptions 303,2.1 Exposed foundation insulation ❑Complies IFO1112 protection. ❑Does Not ❑Not Observable ❑Not Applicable ; 403.8 Snow melt controls. ❑Complies [F01212 ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3= Low Impact(Tier 3) Project Title: Battalias Report date: 07/19/15 Data filename: F:\Drawing requests\201413-Batalias\Battalias.rck Page 3 of 6 l , Section Roeapians tPerified Field Verified Feaming P gh-in inspection Value ValueComplies? Comments/Assumptions Req.lD 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting •❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 -' or has infiltration rates per NFRC �❑Not Observable ' 400 that do not exceed code ;❑Not Applicable limits. _ 402.4.5 IC-rated recessed lighting fixtures ❑Complies (FR16]2 <sealed at housing/interior finish ❑Does Not -and labeled to indicate&It;= 2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.2.2 All points and seams of air ducts, :❑Complies [FR13]1 air handlers,filter boxes,and '❑Does Not building cavities used as return ducts are sealed. ❑Not Observable ❑Not Applicable ' 403:2.3.,`,. Building cavities are not used as ❑Complies , [FR15]3 ducts or plenums. ❑Does Not „❑Not Observable _ •❑Not Applicable 403.3 HVAC piping conveying fluids R- R- EComplies [FR17]2 above 105°F or chilled fluids '❑Does Not F$` below 55°F are insulated to R-3. '❑Not Observable • ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR18]2 pipes are insulated to R-2. '❑Does Not ❑Not Observable ' ❑Not Applicable 403:5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. •❑Not Observable ❑Not Applicable ' Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 IMedIum Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Battalias Report date: 07/19/15 Data filename: F:\Drawing requests\201413-Batalias\Battalias.rck Page 4 of 6 t 2010 Mew York Insulation Inspection Compiles? Comments/Assurnptlons Energy I 1 - 303.1 All installed insulation labeled or ❑Complies [IN13]2 installed R-values provided. ❑Does Not ❑Not Observable, ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Battalias Report date: 07/19/15 Data filename: F:\Drawing requests\201413-Batalias\Battalias.rck Page 5 of 6 c ,. ` Section Plans Verified Field Verified 402.4.2, Building envelope tightness ACH 50 ACH 50 'ElComplies 402.4.2.1 verified by blower door test result 'ElDoes Not [FI1711 of<7 ACH at 50 Pa.This i[]Not Observable ` requirement may instead be met via visual inspection, in which 'E]Not Applicable case verification may need to occur during Insulation 403.2.2 Duct tightness via post- cfm cfm 'ElComplies [F1411 construction with maximum E]Does Not leakage of 8 cfm to outdoors,or i, 12 cfm across systems.For E]Not Observable rough-in tests,verification may 4ONot Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 4Q3.1.1 Programmable thermostats flComplies [F1912 installed on forced air furnaces. 'E]Does Not flNot Observable E]Not Applicable 40'.1.2 Heat pump thermostat installed ElComplies [Flio]2 on heat pumps. E]Does Not :E]Not Observable ZINot Applicable 403.4 Circulating service hot water 'ElComplies [Fill']2 systems have automatic or 'E]Does Not accessible manual controls. :E]Not Observable 'E]Not Applicable 401.3 ;Compliance certificate posted. 'ElComplies iE:]Not Observable 'EINot Applicable 305.3"."�' Manufacturer manuals for [1=118]3� mechanical and water heating 'E]Does Not equipment have been provided. 'EINot Observable 'EINot Applicable Addit&mnaUCommmen*s/Amsummp0ons: ' 1 High Impact(Tier 1) 2 1-mecrium impact(Tier 2) 3 Low impact(Tier 3)Project Title: Batta|ias Report date: 07/10/15 Data filename: F:\Dnawing requests\201413'Bata|ias\Batta|ias.vck Page of 6 Energy Conse vim; coon V,v � ' Y � toA L W ,:«.... uu.,✓: �o-'.«°._..............�'.vd6L........'"Z.::..n,.$ •` �y ° m«.k+3 Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.31 Door 0.31 w p P7,--- Heating System: Cooling System: Water Heater: Name: Date: Comments r Job Truss Truss Type Qty Ply Modular Steel Systems 124086827 15B0428D 295-10 ROOF TRUSS 1 1 15MSR31'7 5-1 OV 24HH(All Jobeference'optional Seven D Industries,LP,Hollidaysburg,PA 16648 1620 a Mar 2720151 Industnes,Inc Thu Apr 30 15 02 03 2015 Page 1 ID 173ogkMuTOeR8kbHwpAFglzV7yP-hELSXLfNIxu2P35bBOwCVWyEIRlb6lRObDL8KgzLU)c2 15-11-12 15-9-12 23-3-12 8-3-12 3-0-9 J-13 3-1-9 Nile 7-" 6-1-12 0- -- 413112 ko 4x5 rl I I 0 �^11 9 10 8 11 10 00 12 6 7 12 5 I�19 18 14 2x5 II 15 13 6x8= 2x4 I I I- 9x1 v W 2x® 3 05 = 24 III 1 Z MTH18D oI � N 5x8/i 17 16 37 9 II i6-11-12 "-13 15-114 0-1x8 11818 114-5 156-12 ts-C 283-8 283-Q 018 -1 &7-13 4-2-7 123-12 -0 1-2-5 0-1-8 0-0-e Plate Offsets(X.Y)- f1 0-0-8.0-0-101.12 0-6-7,0-0-81.13 0-0-11,0-0-41,f12 0-1-12,0-1-81.f14 0-2-8,0-4-01.117 0-7-0,0-1-81.fl9 0-2-4.0-1-01 LOADING(psf) SPACING- 1.4-0 CSI DEFL. In (IOC) I/deft L/d PLATES GRIP TCLL 21 5`* Plate Grip DOL 115 TC 040 Vert(LL) 0 04 12-13 >999 240 MT20 197/144 (Ground Snow=30 0) Lumber DOL 115 BC 049 Verl(TL) -0 05 12-13 >999 160 MT18HS 197/144 TCDL 100 Rep Stress[nor YES WB 063 Horz(TL) -007 18 n/a n/a BCLL 00 ' Code IBC20091TP12007 BCDL 100 (Matrix) Weight 144 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x6 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except[P] BOT CHORD 2x10 SPF No 2'Except* end verticals 12-15.2x6 SPF No 2 BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing WEBS 2x4 SPF No 2*Except* JOINTS 1 Brace at Jt(s) 19 6-18,10-14,4-5 2x6 SPF No 2 MITek recommends that Stabilizers and required cross bracing be Installed during truss erection,in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 16=228/Mechanical,1=91/03-8 (min.0-1-6),18=-14/Mechanical,7=362/0-3-0 (min 0-1-8),14=511/Mechanical, g �r 12=377/03-8 (min.0-1-8) Max Harz 1=716(LC 10) Max Uplift 16=-534(LC 10),1=-41(LC 8),18=-14(LC 1),7=-561(LC 10),14=-461(LC 11),12=-342(LC 9) Max Grav 16=229(LC 15),1=632(LC 10),18=38(LC 10),7=385(LC 15),14=511(LC 1),12=378(LC 16) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1188/127,2-3=-510/90,3-4=-014/49,4-5=-557/113,5.6=-533/117,6-7=-505/142,7-8=-143/328,8-9=-168/321, tf o 9-10=-53/238,10-11=-105/281,11-12=-760/726,10-14=-270/336 BOT CHORD 1-17=-1/0,16-17=0/0,14-15=0/0,13-14=-639/685,12-13=-639/6B5 WEBS 2-17=-360/863,6-19=010,18-19=0/0,11-13=01187,11-14=-660/639,8-19=-44170 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(Ib)/Maximum Shear(lb)/Maximum Moment(lb-in)�s 6=0/0/42/0,7=143/325/166/0,8=46/70/3/0,9=160/322/231/0 � o p` NOTES- 1)Wind ASCE 7-05,120mph,TCDL=3 Opsf,BCDL=3 Opsf;h=30ft,Cat 11,Exp C,enclosed,MWFRS(low-rise)gable end zone and C-C _ Extenor(2)0-1-13 to 29-5-1 zone,cantilever right exposed,C-C for members and forces 6 MWFRS for reactions shown,Lumber D0L=1 33 plate grip D0L=1 33 ; tn 2)"TCLL-ASCE 7-05;Pg=30.0 psf(ground snow),Ps=vanes(min roof snow--21 5 psf)see load cases,Category ll,Exp C,Partially CR tt" Exp;Ct=1 1,IBC 1607 112 minimum roof live load applied where required 3)Roof design snow load has been reduced to account for slope ] 4)Unbalanced snow loads have been considered for this design ' sem 5)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads E� :," ," z [c," ",:4 6)All plates are MT20 plates unless otherwise indicated �t �°•fir LC_l 7)All plates are 3x4 MT20 unless otherwise indicated 8)See HINGE PLATE DETAILS for plate placement ` •it '' 9)Provisions must be made to prevent lateral movement of hinged member(s)during transportation ( � 10)All additional member connections shall be provided by others for forces as Indicated (7t ti 4'rO. 11)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 1.41 .- "= t�Mt`r 12)'This truss has been designed for alive load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will ` 01fileo1a� %a x fit between the bottom chord and any other members = � April 30,2015 "COnhnued.on,oaae,2 _ _ _ _ ;,.... .,.a,..:vs... s. .. _..... ..__.✓...w..,"rs__ <.... .c.,.. .. .. -,w.,... ..� ..:.. ... d, 'x WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERANCE PAGE AIII-7473 rev 021162015 BEFORE USE M1 :00 W Design varid for use oNy waih MiTek connectors This design rs based only upon parameters shown,and is for an individual building component Applicability of design parameters and proper incorporation of component is responsibility of buldng 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 responsbllty of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabncation,quality control,storage,delivery,erection and bracing,consult ANS1/TPIT Quality Criteria,DSB-89 and SCSI Building Component 14515 N Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017 PDF created with pdfFactory Pro trial version www.pdffactory.com Job Truss Truss Type Qty PlyModular Steel Systems 124086827 15B0428D 295-10 ROOFTRUSS 1 1 15MSR3175-10V 24HH(ABB) Job Reference(opt"net Seven D Industries,L.P.Hollidaysburg,PA 16648 7 620 a Mar 27 2015 MTek Industries,Inc-Thu Apr 30 15 02 04 2015 Page 2 ID 173ogkMuTOeRBkbHwpAFglzVTyP-gQvglhg73EOv1Dgnl6SR2kVPVrNgrCh9gt4htGzLUxl NOTES- 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 534 Ib uplift at joint 16,41 Ib uplift at Joint 1,14 Ib uplift at joint 18,561 Ib uplift at Joint 7,461 Ib uplift at joint 14 and 342 Ib uplift at 12 14)Beveled plate or shim required to provide full bearing surface with truss chord al Joint(s)7 15)Ceding dead load(5 0 psf)on member(s)3-6,6-18 WARNING-Ven ly design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE 11111-7473 rev 02(IW015 BEFORE USE Design varid for use only with h4Tek connectors This design 1s based only upon parameters shown,and is for an indvidual buldng component Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Yj is for lateral support of indvidual web members only Additional temporary bracing to insure stability dunng construction is the responsibilbty of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding a " fabrication,quality control,storage,delivery,erection and tracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 14515 N-Outer Forty Suite#300 Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017 PDF created with pdfFactory Pro trial version www.pdffactory.com Job TrussTruss Type Qty Ply Modular steel Systems 124079409 15B0428D 317-10 HINGEDATTIC 1 1 15MSR3175-10M 24HH Job ReferenceLopbona/ Seven D Industries,LP,Hollidaysburg,PA 16648 7 620 a Mar 27 2015 MTek Industries,Inc Wed Apr 29 15 09 55 2015 Page 1 ID 173ogkMUTOeR8kbHwpAFglzV7yP-d5E77aliTYtEXn4vQ_Kmu24kCLu_1HfAUWJCPLzLpvg i 8-3-12 15.9.12 233-12 31.7.8 8-3.12 780 ' 780 8-3.12 y 0•gr0 `Y a YI 7 10 00 12 g 21 22 p� 6 8 ss 5 9 MTH18C 4 10 MTH188 .9 MTH18D I' 2x411 15-0-0 eb MTH18D = 3 11 2x4 11 = ��' 2 0fI8 12 q o N 18 19 17 16 15 20 14 N 5x8 41 5x8 2x8 II 2x8 II 1-3.13 31-7-8 0. 9-3-12 15-9-12 233-12 30311 180 0.A 6-11-15 780 7_ 6-11-15 -2-5 1-2E 0-13 Plate Offsets_(X.Y)-- f1 0-1-12,0-2-81.13 0-0-11,0-0-41,f4 0-0-11,0-1-21,110 0-0-11,0-1-21,[110-0-11.0-0-41,[13.0-1-12,0-2-81 r14 0-4-12.0-1-01,[18 0-4-12.0-1-01 LOADING(psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 215 Plate Gnp DOL 115 TC 051 Vert(LL) 045 17 >422 240 MT20 197/144 (Ground Snow=30 O) Lumber DOL 115 BC 058 Vert(TL) 041 17 >461 180 MT18HS 197/144 TCDL 100 Rep Stress[nor YES WB 027 Horz(TL) 001 13 n/a n/a BCLL 00 ' Code IBC2009/TPI2007 (Matrix) Attic -021 16-17 873 360 Weight 199 Ib FT=20% BCDL 100 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins (P) 6-7,7-8 2x4 SPF No 2 BOT CHORD Rigid telling directly applied or 7-8-13 oc bracing BOT CHORD 2x10 SPF No 2 WEBS 1 Row at midpt 5-9,4-17,10-15 WEBS 2x4 SPF No 2*Except* MTek recommends that Stabilizers and required cross bracing 5-9 2x6 SPF No 2 be installed during truss erection,In accordance with Stabilizer Installation guide REACTIONS. (Ib/size) 16=223/03-8 (min 0-1-8),1=805/0-3-8 (min 0-1-8),13=80510-3-8 (min 0-1-8) Max Horz 1=-518(LC 8) Max Uplift l6=-101(LC 10),1=-492(LC 10),13=491(LC 11) d p�t{c q Max Grav 16=524(LC 15),1=861(LC 2),13=861(LC 2) ( �� 4 ,A FORCES. (lb)-Maximum Compression/Maximum Tension 1 � t�"1� ARI TOP CHORD 1-2=-9521392,2-3=-917/560,3.4=-8961550,4-5=-682/601,5-6=-263/138,6-21=-207/142,7-21=-145/150,7-22=-147/151, �� jj 8-22=-211/144,8-9=-263/139,9-10=-082/601,10-11=-895/550,11-12=-917/560,12-13=-952/393 BOT CHORD 1-18=-2501616,18-1 9=-250/617,17-19=-2501617,16-17=-250/617,15-16=-250/617,15-20=-250/617,14-20=-2501617, DAVID C. WERT 13-14=-250/616 WEBS 2-18=-92/400,12-14=-94/400,5-9=-530/626,4-17=-303/401,10-15=-300/398 Eme+mimn @� REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ib)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(Ib-iI F� 7� 5=530/626/37/0,6=227/140/136/0,7=117/153/13610,8=228/142/136/0,9=530/626/37/0,15=300/398/0/0,16=250/617/264/0,17=303/401/0/0 ' NOTES- yIL��B` 1)Wind ASCE 7-05;120mph,TCDL=3 Opsf;BCDL=3 Opsf,h=30ft,Cat II,Exp C,enclosed,MWFRS(low-rise)gable end zone and C-C Extenor(2)zone,C-C for members and forces&MWFRS for reactions shown,Lumber D0L=1 33 plate grip DOL=1 33 2)TCLL ASCE 7-05,Pg=30 0 psf(ground snow),Ps=21 5 psf(roof snow),Category 11,Exp C,Partially Exp,Ct=1 1 F 6 � 3)Roof design snow load has been reduced to account for slope , 4)Unbalanced snow loads have been considered for this design rVf f'a fe 5)This truss has been designed for basic load combinations,which Include cases with reductions for multiple concurrent live loads 6)All plates are MT20 plates unless otherwise indicated 7)See HINGE PLATE DETAILS for plate placement 8 Provisions must be made to prevent lateral movement of hinged members during transportation 9)All additional member connections shall be provided by others for forces as Indicated /r 10)This truss has been designed fora 10 0 psf bottom chord liveload noncencurrent with any other live loads �;" 6 � •A� 11)'This truss has been designed fora live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10 Opsf y 12)Ceiling dead load(5 0 psf)on member(s) 45,9-10,5-9 � ' O,(640- 13)Bottom chord live load(30 0 pst)and additional bottom chord dead load(0 0 psf)applied only to room 16-17,15-16 ---` 14)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 101 Ib uplift at joint 16,492 Ib uplift at joint s"��.°-�r��N. 1 and 491 Ib uplift at joint 13 c� 15)Attic room checked for U360 deflection April 29,2015 &WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MII-7473 rev 0211612015 BEFORE USE 0,41, Design valid for use only with Nli connectors This design is based only upon parameters shown,and is for an individual building componentApplicability of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer Bracing shownis for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the respnsibilrity of the erector Addihonol permanent bracing of the overall structure is the responsibility of the bulding designer For general guidance regardingfabncation,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Cnterla,DSB-89 and BCSI Building Component 14515N Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N Lee Street,Suite 312,Alexandria,VA 22314 Chesterfield,MO 63017 PDF created with pdfFactory Pro trial version www.pdffactory.com Project ID Battalias Size factor Cf used with Fe Size factor Cf used with Fb For 2x4 SPF#2= 1 15 For 2x4 SPF #2= 15 For 2x6 SPF#2= 1 10 For 2x6 SPF #2= 1.3 For 2x4 SPFstud grade= 105 For 2x8 SPF #2= 1.2 Beam on 2nd floor above Foyer Load on beam from truss 195-10 at joints 14 and 18=511+38= 549 Ib/(16/12)= 411.8 plf Beam span= 26 ft W`- 411 75 L RR L= 26 RL=RR=wU2= 5353 lb M max=WLA2/8= 34792 9 Ibft= 417515 Ibin Try 2-1 1/2"x20"LVL beam A= 60 00 inA2 S= 200.00 inA3 1= 2000 0 inA3 E=2 00E+06 psi Fb= 2900 psi F'v= 280 psi Cr-(12/h)A.125= 0 938 F'b=2900*0 951= 2721 psi fb=M max/S= 2088 psi<Fb= 2720 6 psi fv=3V/2A= - 13382 psi<Fv= 280 psi A1=5wLA4/384IE= 106 in<U240= 1 3 in Use 2-1 1/2"x20"LVL Beam Support studs fc=V/A=>A=V/fc*=3341/484.3= 11 05 A=V/fc*=3341/896 9= 597 Use 2-2x4 SPF#2 jack stud in each module or 1-2x6 SPF#2 studs in each module Floor foist in shead dormer area over the foyer Load on floor joist from roof truss at joint 12= 378 Ib Joist at 16"o/c dead load from exterior wall= 77 33 Ib Total load on joist= 455 33 plf Ocuupancy load=(30+1 0)*1 6/12= 53 33 plf P= 455.33 Ib W= 53 33 plf mw ew a= 13 625 b= 2 125 L= 1575 Rmw=(P*b+w*a*(a/2+b))/L= 47379 Ib Rew=waA2/2+Pa)/L= 708.21 Ib M at point load=Rew*b= 15049 Ibft= 18059 Ibin x2=Rmw/w= 8 88 ft from mw M atx=Rmw*x+wxA2/2= 2104 5 Ib ft= 25253]bin Joist 2x10 SPF#2 A= 13 875 inA2 S= 21.39 inA3 1= 98 932 inA4 Fb= 875 psi Fv= 135 psi E= 1400000 psi Cf-- 1 1 Cr- 1 15 F'b=Fb*Cf*Cr= 1106.9 psi fb=M max/S= 84427 psi<F'b= 1106 9 psi fv=3V/2A= 51 042 psi<F'v= 135 psi Af=PaA2bA2/3EIL= 010 in A� A2=(waA2(L-x)/24EIL)*(4xL-2xA2-aA2)= 021 in G(, ttie A=Al+A2= 0 31 m<U360= 0 525 in Ave s(� Use 2x10 SPF#2 floor joist at 16"o/c C IST FLOOR BEAMS,COLUMNS AND HEADERS Header at marriage line opening between foyer and Living room Load on header from 2nd floor foist= 7082 Ib/16/12= 5312 plf , �CP header span= 133 �L* 081 31 W= 5312 Page 1 Project ID Battalias R11 /�R2 L= 1325 R1=R2=wU2= 3519 Ib M max=wLA2/8= 11656.4 Ibft= 139877 Ibin Try 2-1 1/2"x11 1/4"LVL Header A= 33.75 inA2 S= 6328 inA3 1= 356 0 inA3 E=2 00E+06 psi Fb= .2900 psi Fv= 280 psi Cf=(12/h)A.125= 1 008 F'b=2900*1 0083= 2923 psi fb=M max/S= 2210 psi<Fb= 2923 5 psi fv=3V/2A= 1564 psi<Fv= 280 psi A1=5wLA4/3841E= 0.52 in<U240= 0.663 in Use 2-1 1/2"x11 1/4"LVL Header Support studs fc=V/A=>A=V/fc*=3519/484.3= 7.2665 Use 2-2x4 SPF#2 jack stud Header at exterior wall foyer entry door Load on header from 2nd floor joist= 473 8 Ib/16/12= 355.3 plf headerspan= 925 W= 3553 R1 oR2 L= 925 R1=R2=wU2= 16431b M max=wLA2/8= 380049 Ibft= 45606 Ibin Try 3-2x10 SPF#2 Header A= 4163 inA2 S= 6417 inA3 1= 296.8 inA3 E= 1400000 psi Fb= 875 psi Fv= 135 psi Cf-- 1 100 QlE NEW Y F'b=875*Cf 963 psi fb=M max/S= 711 psi<Fb= 962 5 psi fv=3V/2A= 59.22 psi<Fv= 135 psi A1=5wLA4/3841E= 014 in<U240= 0463 in Use 3-2x10 SPF#2 Header Support studs fc=V/A=>A=V/fc*=1643/484 3= 3.3937 m Use 1-2x4 SPF#2 jack stud Ceiling beam at marriage line Bedroom 1 SOA 08 1 3I t, NO.� Load on beam from roof truss= 524 Ib truss spacing 16"o/c ��FE$�.t`� Load from truss=524/16/12= 393 plf Span= 17 W= 393.0 1 IR2 L= 17 = 204 in R1=R2=wU2= 3340 5 Ib M max=wLA2/8= 14197 Ibft= 170365 5 Ibin TRY 9"x1/2"STEEL PLATE SANDWICHED BETWEEN 2-1112"x9114"LVL INSTALLED IN CEILING Steel Plate properties Fy=36000 psi A=0.5x9= 45 inA2 E= 29000000 Fb= 23400 psi F�=.4xFy= 14400 psi 2-1 1/2x9 1/4 LVL A=2*1 5*9.25= 27.75 inA2, F'b=FbCrCf= 2900*(12/9 25)A 125= 2996 psi Fv= 280 psi E=2 00E+06 psi 1=2x1 5x9 25A3/12= 1979 inA3 S=2x1 5x9 25A2/6= 428 inA2 Modular Ratio,N=EM-VE LvL=29000000/2000000= 14 50 Transformed steel area A Transformed=0 5x14 5= 725 in I Transformed=14.5x 5x9^3/12= 440 44 inA3 S Transformed=14.5X 5X9^2/6= 97.875 inA2 Neutral axis N A=c=(A LvLxg 25/2+NxAsteelx9/2)/ALVL+NxAsteel=(27.75x4 625+14 5x 5x9x4 5)/(27 75+14 5x9x 5)= 454 in ALvL=4 6254 54= 009 Asteel=4 5-4 54= -004 I Transformed=1 LVL+A LVLxDA2+1 Steel Transformed+A TransformedxDA2=197 9+27 75x 09A2+440 44+7 25x 04A2= 6385 inA3 S Transformed LVL=1 Transformed/c=638 5/4 625= 138 1 S Transformed Steel=1 Transformed/c=638 5/4 5= 141 9 inA2 LUMBER SIZE Atran I Itran Stran E Eltran C Fb Fb Fv 2-1 1/2x9 1/4 LVL 93 0 1979 6385 138 1 2E+06 1 2770E+09 4 63 2900 29959 2800 1/2x9 Steel plate 930 30.4 6385 141 9 29000000 1.8517E+10 4 50 36000 21600 99310 Page 2 Project ID Battalias Check LVL fb=M max/Stmn= 1234 psi<F'b= 2995 9 psi fv=3V/2A= 53 879 psi<F'v= 280 0 psi OK - A1=5wLA4/3841E= 0.58 in>U240= 0.85 Check Flitch plate fb=M max/Stmn= 1201 psi<F'b= 21600 psi fv=3V/2A= 53 879 psi<F'v= 993 1 psi OK A1=5wLA4/384IE= 004 in<U240= 085 in Use 21/2"x9 1/4"LVL with 112"x9"steel flitch plate in floor of each module. c= 08 Le=Ke*L=1.0*97 5= 97.5 in Ke= 10 Kce= 03 For built up columns nailed per 15 Kf= 1 00 FcE=O 822Emin/(Le/d)A2 le/d=97.5/3 5= 27 86 ((fc/Fc')A2)+(fb/(Fb'*(1-fc/Fce)))<oi Cp=Kf*(1+(FcE/Fe))/2c-(((1+(FcE/Fc*))/2c)A2-(FcE/Fc*/c))A.5 M max=Wl*LA2/8 fb=Mmax/S fc=Vmax/A LUMBER SIZE A S E min Fb Fc Le/d FcE Fc* Cp Fc' Fb' 2x4 Stud#2 525 3.06 510000 8750 1150 27 86 540 2 1323 037 4843 1313 F'b and F'c sample calculation 2x4 SPF#2 A=5.25 inA2 S=3 06 inA3 1=536 inA4 Fb=875 psi Fc= 1150 0 psi E= 1400000 psi Emin= 510000 psi =FeCf-- 1150*1.15= 13225 psi FcE=O 822Em,n/(Le/d)A2=0 822*510000/27.86A2= 540 218 psi Cp=Kf*(1+(FcE/Fc*))/2c-(((1+(Fce/Fe))/2c)A2-(FcE/Fc*/c))A.5 Cp=1*(1+(540 2/1322 5))/2*0 8-(((1+(540 2/1322 5))/(2*0 8))A2-(540 2/1322 5)/0 8)AO 5= 0.37 LUMBER SIZE A S E min Fb Fc Le/d FcE Fc* Cp Fc' Fb' 2x4 SPF#2 525 306 510000 8750 1150 27.86 540.2 1323 037 484.3 1313 2x6 SPF#2 825 756 510000 875.0 1150 17 73 1334 1265 0.71 8969 1138 Load on stud= 3340.5 Ib fc=V/A=>A=V/fc*=3341/484 3= 690 A=V/fc*=3341/896 9= 3.72 Use 2-2x4 SPF#2 jack stud in each module or 1-2x6 SPF#2 studs in each module Ceiling beam at marriage line kitchen Load on beam from roof truss= 524 Ib truss spacing 16"o/c Load from truss=524/16/12= 393 plf Span= 19.67 ft W= 3930 1 R2 L= 1967 = 236 04 in R1=R2=wU2= 3865.2 Ib M max=wLA2/8= 19007 Ibft= 228082 8 Ibin TRY 9"x1/2"STEEL PLATE SANDWICHED BETWEEN 2-1 1/2"x91/4"LVL INSTALLED IN CEILING LUMBER SIZE Atrnn I Itran Stran E Eltmn c Fb F'b F'v 2-1 1/2x9 1/4 LVL 930 197.9 638 5 138 1 2E+06 1 2770E+09 4 63 2900 2995 9 280 0 1/2x9 Steel plate 930 30.4 6385 141 9 29000000 1.8517E+10 450 36000 21600 99310 Check LVL fb=M max/Stmn.= 1652.1 psi<F'b= 2995.9 psi fv=3V/2A= 62 341 psi<F'v= 280 0 psi OK A1=5wLA4/3841E= 1 04 in>U240= 1.0 Within 5% Check Flitch plate fb=M max/Stran= 1607 psi<F'b= 21600 psi fv=3V/2A= 62 341 psi<F'v= 993.1 psi OK A i=5wLA4/3841 E= 007 in<1-1240= 1 0 to fc=V/A=>A=V/fc*=3341/484 3= 7.98 A=V/fc*=3341/896 9= 431 Use 2-2x4 SPF#2 jack stud in each module or 1-2x6 SPF#2 studs in each module NE Window Header at Kitchen sink i�G��' PV Load on header from roof truss(317-10)at joint 1 reaction= 805 Ib/(16/12)= 603 8 plf (,- 130 header span= 8 75 it riy� Y �.yt W= 6038 a - R1 2 L= 875 R`� 081.3 v Page 3 ��aFESS��' Project ID Battalias R1=R2=wU2= 2641 Ib M max=wLA2/8= 5778 08 Ibft= 69337 Ibin Try 3-2x10 SPF#2 Header , A= 41.63 inA2 S= 6417 in A3 1= 296.8 inA3 — E= 1400000 psi Fb= 875 psi Fv= 135 psi Cr— 1 100 F'b=875*Cf Cr= 1107 psi fb=M max/S= 1080 psi<Fb= 1106 9 psi fv=3V/2A= 95 19 psi<Fv= 135 psi A1=5wLA4/3841E= 0.19 in<U240= 0438 in Use 3-2x10 SPF#2 Header Support studs fc=V/A=>A=V/fc*=2641/484 3= 545 Use 2-2x4 SPF#2 lack stud Remaining window headers Load on header from roof truss(317-10)at joint 1 reaction= 805 Ib/(16/12)= 603 8 plf headerspan= 8 75 ft W= 6038 R1 2 L= 3 R1=R2=wU2= 9061b Mmax=wLA2/8= 679219lbft= 81506 [bin Try 2-2x6 SPF#2 Header A= 16 50 inA2 S= 1513 in A3 1= 416 in A3 E= 1400000 psi Fb= 875 psi Fv= 135 psi Cr— 1.3 F'b=875*Cf= 1138 psi fb=M max/S= 539 psi<Fb= 1137.5 psi fv=3V/2A= 8233 psi<Fv= 135 psi A1=5wLA4/3841E= 0.02 in<U240= 015 in Use 2-2x6 SPF#2 Header Support studs fc=V/A=>A=V/fc*=906/484 3= 1 87 Use 1-2x4 SPF#2 jack stud Ceiling beams in Vaulted area(Living room) Beam installed in roof at joint 7 Load on beam from truss 295-10 joint 6-7= 505 Ib*12/16= 378 8 plf beam span= 26 it W= 37875 L R L= 26 RL=RR=wL/2= 49241b M max=WLA2/8= 32004.4 Ibft= 384053 Ibin Try 3-1 1/2"x16"LVL beam A= 72 00 inA2 S= 192 00 in A3 1= 1536 0 inA3 E=2 00E+06 psi Fb= 2900 psi Fv= 280 psi Cr-(12/h)A 125= 0 965 F'b=2900*0 951= 2798 psi fb=M max/S= 2000 psi<Fb= 2797 6 psi fv=3V/2A= 10258 psi<Fv= 280 psi A1=5wLA4/3841E= 1.27 in<U240= 13 in Use 3-1 1/2"x16"LVL Beam Support studs fc=V/A=>A=V/fc*=4924/484 3= 10 167 Use 2-2x4 SPF#2 jack stud r Ceding beem in kitchenlLivrng room supporting studs which support beam installed in roof �1 t� Load from studs= 4923 8 Ib 6 -NEI E ` P= 4923 75 �,*-' C� � D R 1 2 r+ !1# a= 11 40 b= 423 dip O0913� . Page 4 • Project ID Battalias L= 1563 R1=P*b/L= 1332.7 Ib R2=P*a/L= 3591.06 M max=R1*a= 15187 Ibft= 182246 [bin Try 3-1 1/2"x9 1/4"LVL beam A= 4163 inA2 S= 64.17 inA3 1= 296.8 inA3 E=2 00E+06 psi Fb= 2900 psi Fv= 280 psi Cr-(12/h)A 125= 1 033 F'b=2900*0.951= 2996 psi fb=M max/S= 2840 psi<Fb= 2995 9 psi fv=3V/2A= 48 025 psi<Fv= 280 psi A1=PaA2bA2/3EIL= 071 in<U240= 0 781 in Use 3-1 1/2"x9 1/4"LVL Beam Support studs fc=V/A=>A=V/fc*=4924/484 3= 74155 A=V/fc*=1332 7/896 9= 1.49 Use 2-2x4 SPF#2 jack stud at marriage wall and 1-2x6 SPF#2 at exterior wall Soffit beam supporting load at joint 16(truss 295-10)= 229 Ib*12/16= 171 8 plf beam span= 26 ft W= 171.75 L R L= 26 RL=RR=wU2= 2233 [b M max=WLA2/8= 14512 9 Ibft= 174155 [bin Try 2-1 1/2"x14"LVL beam A= 42 00 inA2 S= 98 00 inA3 1= 686.0 inA3 E=2 00E+06 psi Fb= 2900 psi F v= 280 psi Cr-(12/h)A 125= 0.981 F'b=2900*1.03= 2845 psi ' fb=M max/S= 1777 psi<Fb= 2844.7 psi fv=3V/2A= 79.741 psi<Fv= 280 psi A1=5wLA4/3841E= 1.29 in<U240= 13 in Use 2-1 1/2"x14"LVL Beam Support studs fc=V/A=>A=V/fc*=2233/484 3= 46106 Use 2-2x4 SPF#2 jack stud Soffit beam supporting horizontal load at joint 1 (truss 295-10)= 716 Ib*12/16= 537 plf beam span= 26 ft W= 537 L R L= 26 RL=RR=wU2= 6981 Ib M max=WLA2/8= 45376.5 Ibft= 544518 Ibm Try 2-1 1/2"x24"LVL beam A= 72 00 inA2 S= 288 00 inA3 1= 3456 0 inA3 E=2 00E+06 psi Fb= 2900 psi Fv= 280 psi Cr-(12/h)A 125= 0 917 F'b=2900*917= 2659 psi fb=M max/S= 1891 psi<Fb= 2659 3 psi fv=3V/2A= 14544 psi<Fv= '280 psi A1=5wLA4/3841E= 0.80 in<U240= 1 3 in Use 2-1 1/2"x24"LVL Beam Supports -strap beam to joist with 2-MSTC 40 simpson straps Garage overhead door header load on header from roof rtuss 20-10A= 697 Ib*12/16= 522 8 plf beam span= 14 3 ftCO W= 52275 ° L R L= 1425 C) �k�0 08131 Page 5 Project ID Battalias RL=RR=wU2= 3725 Ib M max=WLA2/8= 13268.9 Ibft= 159226 Ibm Try 3-1 1/2"x9 1/4"LVL beam - A= 50.63 inA2 S= 94 92 inA3 1= 533.9 in A3 E=2 00E+06 psi Fb= 2900 psi Fv= 280 psi Cr-(12/h)A 125= 1 008 F'b=2900'1 01= 2923 psi fb=M max/S= 1677 psi<Fb= 2923 5 psi fv=3V/2A= 110.36 psi<Fv= 280 psi A1=5wLA4/3841E= 045 in<U240= 0.713 in Use 3-1 1/2"x11 1/4"LVL Beam A=V/fe=2725/896 9= 415 Use 1-2x6 SPF#2 studs in each module 01� NEI B� G�J Page 6 -- --i---,- --;- { -; c( _—'— -- —�— --- I i I i i `YYYp�Se��sss I i I _d_ J, -----,, - - -'-- ----- -, - — ---- - I (A ,rfi { 0 r1 C �- �. i o G ---i - G--I--I— ' '-I— ' ---I ---- --I-- , 04- cc A - ' { { 1 rF t r� µr 1 '/1", _ os • 9 f Michael Neokleous - CNLP -- - -- -- - - -I - -- - I -' -- - - - - Project Manager I a ' Tel(631) 696-6503 ! -` W Fax(631) 696-7512 - -- - - - - - - - - -` - -_ - Cell(631)764-6931 - -' ;- --' 0. i Po Box 201 ! Email:Mchael@�rattolandscapmg.comCalverton,NY 11933 l j__ DOLVt 01 _i . .I- -I- -- I - ; I cr�nu b010 j i I �� ! ; �f!� I ' J l el i I , ! v1®v�- j -fAa � , I Xe I-- -�!----; I _, 1�.,r ►mei-_�a�__ Res-��!_e�ce.---'---1----I - ' ----! - !-- � ' ---I- !-_ 1 - � -- ' - I - � - - -- - -' ! - _ _' _ � __ 1 ! i i ; 51a1uK YIN :— i I Ions Ar_io- -- - -- I . � °, t I r i Michael Neokleous ! CNLP j Project Manager I Tel(631) 696-6503 Fax(631)696-7512 (631)764-6931 Po Box 201 - Calverton,NY 11933 Email:Michael@imttolandscaping.com ! I I I ALTERATION OR ITION THIS IS A VIOLATION SECTION 9 OF THE NEW YORK STATE ON LAW OWN HEREON FROM TY LINES TO CTURES ARE FOR A aFIC AND ARE NOT TO BE USED TO ABLISH PROPERTY NES OR FOR RECTION OF FENCES.(3) ES OF IS SURVEY MAP NOT KED SEAL OR EMBOSSED SEAL ALL NOT BE CONSIDERED TO BE A VAUD (1 INDICATED SHALL RUN ONLYTOTHEP SON FOR NHON THE URVEYFIS PREPAREDDAND ON MS BEHALF TO THE�TITLEAnCOMPANY.(GOVERNMENT SAGENCY AND LENDING NSTiTunoN LISTED HEREON.ANDUTO THE ASSIGNEES OFFTTHE LENDINO�INSTIN71W7 EpTiFICATIONS ARE NOT TRANSFERABLE TOUADDI ADDITIONAL NSTIITU71ONS OR SUBSEOUENTTOOWNERS�()THE LOCATION OF BEARING WELLS(W),SEP71CDTANKSS(»&INCESSPOOLS(CP)SHOWN HEREON�ARE FROM FIELD OBSER ATIONS AND OR DA'TAD�T�AI ED FROM OTHER& 400 Ostrander Avenue,Riverhead,New York 11901 tel.631.'1212303 fax.651.121.0144 >.saaee T� admin®youngengineering.com p p Howard A.Young,Land Surveyor Thomas 0. art,Professional ineer Douglas E.Adams,l Professional Engineer 3acV Robert G.Tast,Architect o BEDROAREA-OM SO� v u•. f � � nW � 1 SITE�D�ATA 21 BATH 1 ! 2F1, 28a+s 29N AREA = 50,664 50. FT. wNts SUBDIVISION- "SUMMIT ESTATES,SECTION 5"FILED IN THE OFFICE em Bta Bz/ 91P n R OF THE CLERK OF SUFFOLK COUNTY ON MAY 21,2002 AS FILE NO. of to %\ 10'169. • VERTICAL DATUM = N.G.V.DATUM(MSL. Ig2q) +I HEALTH DEPARTMENT U5E LIVING ROOM 3 vA AREA•41150 FT I e WALK-IN i I g � BEDROOM 2 2a G APEI"18B9DF1 iP-f� N GROPED MEAGER OI FLI5HCE1LN0 KITCHEN J. 3 � � 112 BATH m:a 2a SURVEYOR'S CERTIFICATION FOYER WALK-IN AREA-222 SQ FT tim 921 921 BU h O2a WDmo Yaw vrw9 Waldo B'Q BATH 2 WALK N i iva. WMT" f BATH 3 WALK4N '-_ 2E L- nR, LL, ray 4 'i BEDROOM 3 254 ` a .- ARFA=Y9T 80FF ' BEDROOM 4 MAP PREPARED C ARFjt�jF2 SOFT d 0 ANTONIA B. KRIMIT505 ` LOT 32, "SUMMIT ESTATES, SECTION 5" at East Marion, Town of Southold d Suffolk County, New York SUILDINS PERMIT PLOT PLAN 2a9 » GARAGE FTi79OF1 r 1 4r County Tax Map DletFiee 1000 Section Be) Block? Lot 10.20 fl•1 MAP PREPARED OCT.20,2014 i Record of Revisions RECORD OF REVISIONS DATE N 0 a 0 J s FIRST FLOOR PLAN M I a Scale: N.T.S. JOB NO.2014-0206 n DWG.2000_0585_032-2014_0206—bp 2 OF 2 E = MONUMENT SET ■= MONUMENT FOUND = STAKE SET = STAKE FOUND �a DRA NAGE!NSIaECTj0NS ARE REQUIRED Q_ _c Contact TOS Ef,g,inc-er ing at 7605-0-560 be ore ELECTRICAL Backfill, OR Ps cvi�je Engineer's Certification NE `y EE that the drainage has been installed to Code. } .� CCCUPANCY OR APPROVED AS NOTED � 60% =t== EE -mL SYSms" EMS IN USE IS UNLAWFUL DATE: oma•ah• B.P.# ole WITHOUT CERTIFICARE 11 EDWARDS DRIVE, BLOOMSBURG, PA. 17815 TEL. (570) 520-4149 WWW.STEELMODULARSYSTEMS.COM NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY . _ 765-1802 SAM TO 4 PM FOR THE Q FOLLOWING' INSPECTIONS: - 1. FOUNDATION - TWO REQUIRED APPLICABLE STATE BUILDING CODES: GENERAL NOTES: RESIDENTIAL CODE.OF NEW YORK STATE-2010 EDITION FOR POURED CONCRETE PLUMBER CERTIFICAT1014 1. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE.WHEN NOT APPLICABLE � . PLUMBING ENERGY CONS.CONSTRUCTION CODE-2010 EDITION OR ABLE,RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE IS A MINIMUM 2ROUGH - FRAMING & ON LtAD-'CONTENT BEFO , 2008 NATIONAL ELECTRICAL CODE OF 4%NATURAL VENTILATION IS PROVIDED. 3. INSULATION CERTfFI.��d ,OF®CC�dP�I - Y USE GROUP: 1 &2 FAMILY DWELLING 2. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND 4. FINAL - CONSTRUCTION MUST - CONSTRUCTION CLASSIFICATION:WOOD FRAME INSTALLED ON SITE BY BUILDER. BE COMPLETE FOR C.O. �-SOLDERR USED'IN WATER DESIGN CRITERIA FOR WIND AND SEISMIC: 3. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS ALL CONSTRUCTION SHALL MEET THE s jPPLY SYSTEA4 6ANMOT DWELLING IS DESIGNED IN ACCORDANCE FACTORY FURNISHED BUT FIELD INSTALLED BY BUILDER SHINGLES NW(BE FURNISHED BY BUILDER WIND DESIGN PER ASCE 7-05 AND FIELD INSTALLED. REQUIREMENTS OF THE CODES OF NEW EXbEED V0 OF 1%LEAD, MWFRS AND COMPONETS/CLADING 4. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT YORK STATE. NOT i IESPONSIBLE FOR LESS THAN 100 MPH ❑110 MPH❑120 MPH® MAY BE DONE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF DESIGN OR CONSTRUCTION ERRORS. w W EXPOSURE All B0 Cm THE STRUCTURE.ALL FLOOR,WALL AND CEILING PENETRATIONS MUST BE FIRE STOPPED PER CODE W o SEISMIC DESIGN CATEGORY SITE CLASS D REQUIREMENTS(RC of NY SECTION R602.8.1) o O 1&2 FAMILY DWELLING A13 BN Co 5. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AIJD CEILINGS SHALL HAVE SUCH = or N DESIGN LOADS; SUCH OPENINGS FIRE STOPPED. DWG.# SHEET NAME DATE REVISION e LIVE LOADS 6 FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. DATE 7. ALL NOTES PERTAINING TO"IN FIELD","BY BUILDER"OR"*"ARE BUILDER'CONTRACTORS RESPONSIBILITY. 1 COVER PAGE 1116115 0 Z) >- NON SLEEPING AREA-40 PSF 0 SLEEPING AREA 30 PSF 8. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. 2 FOUNDATION DETAILS 1/16/15 w O o 9. EVERY SLEEPING ROOM SHALL HAVE IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USE OPENING 2a FOUNDATION DIAGRAM 1/16/15 fr C) EXTERIOR BALCONIES-60 PSF � 3 1st FLOOR PLAN 1/16115 STAIRS-40 PSF* OF LEGAL OPEN SPACE.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE 3a 2nd FLOOR PLAN 1/16115 it N M z Cr co *OR 300 LB CONCENTRATED LOAD ACTING OVER AN AREA A SILL HEIGHT OF NOT MORE THAN 44"ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5.7 SQ.FT.AND 3b 1st FLOOR SHEARWALLS 1/16115 Q C° :DW— NET CLEAR OPENING OF 20"X24". -� i= <�°' OF 4 SQ.IN.WHATEVER PRODUCES GREATER STRESSES. � ��,,, ¢� ROOF-GROUND SNOW LOAD 30® 60❑ 10. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHT!NG CIRCUIT AND PROVIDED 4 WINMOOR SCHEDULE 1/16/15 P UM B I NG — O u> m u) ATTIC 10 PSF FOR ROOF WITHOUT STORAGE* 5 FRONT AND REAR ELEVATIONS 1/16115 (D ti } ON EACH FLOOR LEVEL INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALL P UMBING WASTE z z�- z 20 PSF FOR ROOF WITH LIMITED STORAGE* BEDROOM AND IN THE VICINITY OF BEDROOMS,AND WIRED IN SUCH A'�NAY THAT ACTIVATION OF ONE 5a LEFT AND RIGHT SIDE ELEVATIONS 1/16115 &V�'.4 ER LINES NEED o Q2iO 30 PSF FOR ATTICS SERVED BY FIXED STAIRS WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES.IF ADDU IOtdAr_SMOKE DETECTORS ARE T STII\l a EFORE COVERIN & �)Z z„Y *FOOTNOTE b,g,AND h TABLE R301.5 INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MODULAR 6 1st FLOOR ELECTRIC 1/16/15 o w o w No DEAD LOADS MANUFACTURER.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR ACTUAL LOADS NOT TO EXCEED 11. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4”SPHERE CANNOT 7 1st FLOOR HEATING 1/16/15 -� E o C) Ot-u 15 PSF FOR ROOF CEILING PASS THROUGH. $ ELEC/PLUMB NOTES 1116/D NOT ROCEED WITH m Q w 0�� 10 PSF FOR FLOOR 12. SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR AMING UNTIL SURVEY 9 PLUMBING SCHEMATIC 1/1,x( ASSEMBLIES,AND PANELS IN SWINGING DOORS, STORM DOORS,IN ALL UNFRAMED SWINGING DOORS 9a PLUMBING PLAN 1ST FLOOR 1/ OUND TION LOCATION o **FILLED IN BOXES INDICATE SPECIFIC IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS,IN ANY PART OFA S BEE APPROVED. _0 DESIGN CRITERIA FOR THIS HOUSE BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE B.)TTOM EDGE OF GLASSING IS LESS 10 SECTION 1/1611 U) THAN 60"ABOVE DRAIN OUTLET,IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SITE PLAN O°� WHERE NEAREST VERTICAL EDGE IS WITHIN 24"ARC OF A DOOR IN CLOSED POSITION AND WHOSE �w BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN INDIVIDUAL PANEL"OTHER THAN THOSE LISTED z Q�i ATTENTION LOCAL INSPECTIONS DEPARTMENT. ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. — a U) W a.EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. � The following items have not been completed by the Modular Home � b.BOTTOM EDGE IS LESS THAN 18 ABOVE THE FLOOR. W Manufacturer,have not been inspected by 3rd Party Agency and are c.TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR. F- CO o not certified by state modular label Code compliance must be CL determined at the local level d,ONE OR MORE WALKING SERFACE WITHIN 36 HORIZONTALY OF GLAZING >- �O Foundation,Porches,decks and steps HVAC systems Plumbing SAFETY GLAZING SHALL BE IN WALLS INCLOSING STAIRWAYS,LAi,,IDINGS OR RAMPS WITHIN 36" CO{� r �,_, r-E R u) 0 i_ : I f H ,ALL CODES OF OW HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACEOF GLASS IS LESS THAN 60" _ Ljj and Electrical connections at site An Items marked on included r Any ,* ,,,, ABOVE THE PLANE OF THE PDJACENT WALKING SURFACE SAFETY GLAZING ADJACENT TO STAIRWAYS NEW YORK STA E & TOWN CODES � co� > drawings as"BY BUILDER"or with the ' "or" symbols WITHIN 60"HORIZONTALLY OF THE BOTTOM 1 READ IN ANY DIRECTION'ddHEN EXPOSED GLASS SURFACE of AS REQUIRED AND CONDITIONS O � >_� 0 IS LESS THAN 60 ABOVE THE NOSE OF THE TREAD. Df� � 13 PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION) SOUTHOLD TO'R'N ZBA < o� LOCATION OF LIBELS r- E IF USED St BE IN COP,IPLIAI�CE WITH STATE COD DATA,PLATE - (1)PER MODEL AS INDICATED Ot PLAN PhINIP4UP�P.00P,4 SIZE 10 BE 70 SQ FT UVII H A,h411 I IP4Uld.ROGI',4 DIP%ITh:"!Old 01=i'(1" ONE RnOP";A I',ill\ __ y" ;itd PAR11'I_AEEL - (1 IN EACH MODULE AS IhIDICArED oI t rAl: I 1 > r SOUiHOLD TOWN PLANNING CARD ,r,.. �� r OF 120 SO r r C) S1 ATE I_,43f:L 1) PER MODEL AS INDICATED 01 PLld,i r o r_ r I ,i it S� o g/, e111 ,)(. o r ( _) ---- — I 1 ALL I,/.GIT/; ,I_� r,00,Us Sh,n,LL Ed.PF, �VIDc D l Jl rl,/',CCR �r E G ;,_u A,i.h,,t.r r,o i LE .c n i/,r� ., r ' �`0�"i"l TRUSTEES ` ;:` �� SOUIHOL� 1 �a 1 -- I�L0 OF I HE FLOOR AREA OF SUCH ROOM THE MINIMUM NATURAL VFN IIA i ION AREA SHALL BE 4 % OF THE ttY4^�tr.L�T FLOOrt AREA Vt_NTILATED I N.Y.S.DEC � r 7 i u .b '—v < I` U0815"1$\PL I I A�OFESS� LU Marc Bowen,PE ~ `� pp -DATA PLATE A-STATE LABELS r,i RD PARTY LABELS Professional Engineer NY State Lic No 081378 DATE MWG RESERVED FOR PE STAMP 1116/15 OVERALL LENGTH OF HOUSE PER INDIVIDUAL FLOOR PLAN ------------------------ --------------------------- I o� FLOOR DECKING I r-------------- I Z METAL JOIST HANGER FOR LOCATION OF STAIRS FLOOR PLANS ARE DESIGNED WITH MAXIMUM WALL THICKNESS OF 10". —' I W o J --------------------------------------- w I I SEE APPLICABLE FLOOR PLAN BUILDER IS RESPONSIBLE TO DETERMINE FOOTING AND ALL REQUIREMENTS. I L.---_ ''' FLOOR JOIST Q = t 0 Z o I I IF WALL EXCEEDS 10",BASEMENT STAIRS MAY BE AFFECTED. 1 I 3112"x7"x114 STEEL PLATE Of _ a I I UNLESS OTHERWISE SPECIFIED ADDITIONAL SUPPORT COLUMNS WELDED TO COLUMN a o t� I I ACCESS TO CRAWL SPACE BY BUILDER ARE REQUIRED UNDER CLEAR SPANS I I I 0 0 Lit- 1 I IN COMPLIANCE WITH ALL STATE AND LOCAL CODES IN CEILING GIRDER IN EXCESS OF 5'-0" 0 I I 1 I� (4)318"x4"LONG LAG BOLTS p I I SMOKE DETECTOR IN L__JI 31/2"IN DIA.STANDARD oAC/DC BASEMENT BY BUILDER jSTEEL PIPE COLUMN > 30"x30"x12"CONCRETE FOOTING ® SEE COLUMN PACING DRAWING 2a I W z I I INTERMEDIATE SUPPOR 30x30ex10e CONCRETE cn END SUPPORT 1 ---- e: ; w I VARIES I I 1 ° = FOOTING(STANDARD) W � I I 1771 I co o I I I j = CENTER BEAM WITHIN FLOOR 31/2 MIN. SSgTANNDDARRpD SSTREgEL BASEMENT COLUMN DETAIL U- � I I SYSTEM(SEE CROSS SECTION) ��j�LS WITH FULL BASEfNENTS L o I I 16"x16&LL- BLOCK PIER 1 I FLOOR DECKING W o I I STANDARD FOR ALL MODELS I I w w CO 0 I I WITH CRAWL SPACE TYPE I I o "S" ( METAL JOIST HANGER ¢ �- I I "M OR MORTAR) ANCHOR BOLTS TO START 1 0 FROM EACH END OF I I 1 2X2 LEDGER 0 O p o I I FOUNDATION AND SPACED SO AS NOT TO INTERFERE I I = �' W m 1 1 WITH FLOOR JOISTS I FLOOR JOIST cn > I I 2 x_CONTINUOUS SILL PLATE FASTENED 1 I z J _ I I TO FOUNDATION WALL WITH 1/2"DIAMETER BOLT 12"FROM CORNER. 1 2x8 DBL.SILL PLATE > I I BOLTS MUST EXTEND A MIN,7"INTO MASONRY I I > p I L ------------- I W 0 Q I I ————————————————————————————— —_ J —I r---- , --------------- ±4': c-1 c� z QW16 x16 BLOCK PIER 518 DIA ANCHOR BOLT IMBEDDEDQ m L--_-----_ ( ) IN CONCRETE MIN.7" 6'0"O.C,MAX. � � F�6' I I I TYPE M OR S MORTAR 12 FROM CORNER() _ V, <cn— OPTIONAL CANTILEVER L—__J e I I 30"x30"x10"CONCRETE O O n m wr SEE INDIVIDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS I i b, z z w�z Ll________ FOOTING(STANDARD) CONCRETE PARGING COVER O o �O VARIES PER INDIVIDUAL FLOOR PLAN I WITH BITUMINOUS COATING J `r'z z�Y CRAWL SPACE PIER DETAIL FOUNDATION WALL BY BUILDER. w W o vNJo W OQV QMt� m w FOUNDATION NOTES: PERFORATED DRAIN TILE M Lu CEO= � ��cn 1. ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE p BUILDER/CONTRACTOR AND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES. #4 RE-BAR CONTINUOUS �? 3 2X6 STUD CORNER 3 2X6 STUD CORNER rn cn 2. BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS,EXCAVATION AND BACK FILL,PILASTER,ETC.MUST I COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS STATE/LOCAL CODES,LAWS,RULES I FOUNDATION WALL DETAIL �w AND REGULATIONS. ¢coJ 3. INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE ATTACH TO HOUSE CORNER o->- Q BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. WITH 38-16d SINKER NAILS i ATTACH SHTG STRIP W c5 W I- 4. WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE I TO COVER STRAP :2E W¢ Lu VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE SHEAR WALL 1 H M= p 5 IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY,OR BE REQUIRED.CHECK (GABLE END) 1 ATTACH SIMPSON STHD 14 U) co 0 z LOCAL REQUIREMENTS TO HOUSE CORNER C/) 0 0 6 ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL RE OR R A FAMILIAR WITH LOCAL SOIL CONDITIONS WITH 38-16d SINKER NAILS � 0 w F- 7. CRAWL SPACE FOUNDATIONS REQUIRE A MIN OF A 18"x 24"ACCESS OPENING,FOR VENTILATION 1/3 OF 1 %OF PERIMETER BEAM I ALLOWABLE LOAD WITH w fO_ Q THE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH SCREEN OR LOUVERS.MIN. Lu cA CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18". I EDGE DISTANCE OF 1 112" f— > Z SIMPSON STHD 14 AND 2500 PSI CONC.IS 5025 LBS. W �� 8. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. o o� IMBED IN CONCRETE SIMPSON STHD 14 9 PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12"0 C, FOLLOW INSTALLA T IONSILL PLATE IMBED IN CONCRETE (f)Q u- 10 LOCATION OF WASHER,DRYER,DATER HEATER AND FURNACE IN BASEMENT TO BE IN STRAP REQUIREMENTS 1ALLED PER STATE AND v 10 FOLLOW INSTALLATION � r LOC/-L CODES (OWNER/RU11_DFR PESPONSIBILITY) t oTE- P REOUI'FvFNTS CC�)=OU�DA110It/ L "H1vG AND SIDING 1C OVERHANG SIZES REFLECT WOOD_IOWOOD DIMENSIONSOF UNITS ALLO4NING SHFAI d r t r FOUNDATION. IF 314"FOAM INSULATION IS USED,INCREASE THE FOUND/i f10N IN LEI'dGTH AND WIDTH BY 1 1/2"1"0 ,,��Y,��- w o MAINTAIN PROPER OVERHANG 1 HIS APPLIES TO ALL IAODELS FRONT VIE\,/ SIDE VIEW ' s=4;� .` = I = w 12 FOUNDATION DRAINAGE AND 13.RECOMMENDED FOUNDATION ASISUMESOOFING TO COMPLY WITH ONE A SOIL BEARING PRESSURE OF1D TWO 20 0 PSF AfViILY BUILDING CODE SIMPSON STDH 14 HOLDDOWN INSTALLATION DETAIL eB13T8ah�a `� 0 �OFESS \0� _I U) �. 14.FOOTINGS TO BEAR ON UNDISTURBED SOIL AND BE BELOW FROST LINE. TO BE USED IN 110 MPH AND HIGHER WIND AREAS Marc Bowen,PE 15.CONCRETE USED IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN STRENGTH OF 3000 PSI. Professional Engineer NYSfateLic No.061378 DATE DWG USE.RVED FQR PE STAMP 1/16/15 2 7P9 --------------------------------� ------------------ Irl 0 1 I I I i z CID ool I I i ILL= - - =sl i I oy �z i oN v lY "go CL - �w 45.9,12• ¢ _ a I I j I449• ATTACH IST FLOOR TO FO,INDATION 512' - I ATTACH iSTF OOR TO FOUNDATION j I USE SSON-THD 10 USESMPSON SIO I Q --� W i I --- ---------------- — --——————————— ———— I > ---1 4. ,.D. �------------------- I I W I I I I I W I I ' �� I i CRAWL SPACE ACCESS TO BE PROVIDED ON SITE I I I �—,-- A H I i i CRAWL SPACE 4'-0" I i o I I j I I I oo I I I I IN W uj , !2 ¢ 0 p o I I j I L-------------------- ----- Ia RN N I I I I j z Q m----------------------- I I f � � I I I w I I CRAWL SPACE 4'-011 l i o I I I I I I I If I m I I 2Ew o 0¢0_ — ui ¢m N CI) JOQ } C, LLIZ CONCRETE FOOTING I I I In W> I I j of,- a BASEMENT 10'-0" i , I o z Zn�Y o I- o w('� II I r---------------------- --I ----------------J W� O":D j I J 0�U - I i I :AJ.' E-IMPSONSTHD10 U-E-IMPSON STHD 10 -1 IUSE SIMPSON STHD10m 0 W ISTFLOOR TO FOUNDATION ATTACHISTFLOORTOPOUNDA ON I ATTACH I-TFLOORTO FOUNDATION ¢ a l I in I I 25S 19'd• I 20'-0' I O . oyl I I I I I I I I U wool I I I I I I qui 00� wI I j I I o I I ui I Lj Lu k=I I 4 I I I I Q I I Z CL>- = aI L---------- - ------------- — I I 0 AmCO o ¢_ c L-------------1' 14 I p I I O p L----------------I I I LU < I J O W Z J 159 CO W O f s:i'-T IIr I f W oI; I I Q I I cj >� oN I I U I I elfp oN I I X I I LL p z co �� III 4o r_ j4 rvl LIJ W , f L---------------- i a ��o, oels�OaP� v ¢_N N HOFES5 -j cod' W � L.-------------------J Marc Bowen,PE Professional Engineer NY State LIc.No 081378 DATE DWG Rrcr:Q\Xn Grw a:aTA P 11116/15 ?,a •s -6 71V -771W 7.81 ' IT-0114' 7.8318' 6' fif 4' 1D'-10' 6' 29591MITHZ. 7 BO 29$9 TH 2959 TP�I4 ABDYE 12777RAN MABOVE TR2914ABOVE TR2914ABOVE ` N - 24W PF02STUDS 0 gBORPLYWOOD Q . 111111 I(\�\ •_ ----------- \� co J _ (TRAY 111111 I O " u 27(6.11'2 STUDS Q -3;111111 ITYPICAL CORNERDETAIL H 1 ATHo DWN LOCATION O �$IIIIII Q: BAT a i BEDROOM 1 LL�IIIIII � °. p a r. I AREA=325 SQ FT ��Ilnll �+ A ¢ ` Swl�llll g B'-0718' 4'-9710• 4'97' 9'-613'16• e'-6116' O FI $ IIIIII O 2s' 117 4 1saMr s' Lt amIIIIII IEMPE 03700 72O TEMPER 0378D 3717TRANSOMABOVE 7217TRANSOMABOVE 3717TRANSOMABOVE 25375337-2537 W 11 HEADER 3-2X10 SPF82 2 2 MBTC STRAPS EACHEND——— 2.1 127(!4'LVL BEAM LAYED FLAT—_— _ RW362418 "-111111 T'p• _ ---------- ----- —= REFR OO OW W _____ 6•TRAY___ 2-i-i&xi4•LVLBEAMINSOFFRSEE CROBSSECTION I SPACE B24 B3D B24 BPA( BIB CAp36 (_ — \/ -2%q SPF82JACKSTU05 2-2X65PF82 JACKSTUD SB36 ' L I HU210-2 SIMPS0 HANGER III 2-2X65PF82 JACK STUDS 22z45PFg257UD,S 111111 a 2-0 VAULTED OPEN TOABOVE 5-0 6D 72314• 4' 7-3114• •`¢ I LIVING ROOM - ' Su 2-6 I AREA=378SQFT III m WALK-1 I III — MI I III m q ,r I 3-1112'x16'LVL BEAM IN ROOF SEE CROSSSECTION III a 4,6, (n BEDROOM — =_�==========-===—===== I ro a w W AREA=199 SQ FT I I— r III H V 10,-10' � O 2-Px4 SPF82STUD5 17-9• 6-214 SP d2 STUDS III 76,-2. = O N H m 2-2X10 SPF S2 HEADERAT 88'AFF TO BOTTOM _ _ ___ b N 3•-9' 2-111Tx11114'LVLHEADERATBB'AFF =- —— _ 2-i12'x9114•MSINC12'x9'FETTCHMODPLATE O J 8'-612• IN THIS MODULE ONLY (A35)BEAMS W CEIUNG EI EACH MODULE '�F 0 9.10• 2-2x4 SPFf125TU05 42x48PFM25TUDS FLUSH CEILING Q } 112 BATH 3'i' KITCHEN P-2x6SPfN25TUD5 0 ¢ o R (�2E O 2-0 o AREA=47430 FT e t> O J 26 w Q Q QOt'` �o o.¢. -u 04 M Z m F--O c O WALK-IN FOYER he 2 6 B3D 024 B24 836 1� Q�} O AREA=2315Q FT 2'4112' (n = [� W3030 W2430 W2430 W3830 w z I (D WO La ui> BATH 2 WALK IN I I i �_-- T Dan W3030Z Z T ROU ' z2 BATH 3 m I I �o ,I Bap O o z J dW F I I WALK-IN m �L—��---- L�r�z I no 2-0 I �'I P �� L-s W��117 TYPE'X'GYPSUM BOARD Q LLL.I O O M _ 2s z.8 24; 2-8 J �U '-9' 6' 5-9' 4' 4'-7• 4 1' 4• P (2)3 0 DOORS W72SL 19'S 4 7.11 IV.4' N 3- DBP 2 E LI 5M,MSTALLGYPSUMrE� 7V o w J 17-103!4' 17-10314' m Q BEDROOM 3 P 11 a AREA=207SQFT IE 0 N P S S OO I- Ur1— m b 'Znn c �tt N vJ (If J o W j g CL 6 3559 IN 3559 WITH 6. 7113514 DVE 7113514 011E BEDROOM 4 3'-3112' 9'-1117 3'-0• , AREA=217SQFT ~r N ~ 0 �� ON SITE BUILT 0 O 0/'� 3559 WITH 3559WIR' „ GARAGE L..l TR3514ROVE 75•S Tk101 AOOVE n� W O w ILL 3-712' Y-i ill 3.6 W W 1-- ILL 31'7 UT --- w in U) > 3✓J o i Qf_2' Z F NOTE ALL VJIf�UU1NS IiP,\/E`l 2Y,6 SP��r7 STUDS UNLESS NOTED DIPFEI?EPiT =°y,�\ r, U W CEILING HEIGHT E'-6" (° �`FM`",'r'J � w - �- 111�� FO� 081319 P`2 v Q i 7t0fESS10tV I j C) a5591wTx 3559WDH Marc Bowen,PE H r. s-0 TR357�AaovE TP351jABOV%-.6. Professional Engineer 20.6. - t NY State LID.No 001378 DATE DWG pGCCpvf=n PQR DG CTdMD 1/16/15 r 3 r 31'-7112 - - a i I I I I I I I d I I � I I O 45-9112' Q ? I I W I ------------------- s''-1117 e''-s 4'3112' IY W s s Lu I � w a 3 N 2941 2941 a I I g' og I I , THIS AREA FRAMED WITH 2X10 SPF# _ FLOORJOIST.ROOF INSTALLED ONSITE 2-2X4 SPF 02 STUDS ------------'---- 3-117X18'LVL BEAM IN ROOF— W cW M OPEN 25 BELOW ~ G QY 2-2x4 SPF#2 STUD 2-2X4 SPF 42 STUDS O 0 O G, I I 2-1712'20'LVL BEAM IN CEILING,SHIPPED LOOSE AND INSTALLED ON SITE °z N ON SITE RAILING �v �'tm O I Lu j I o U)0— I I ----- p O a�rn ------------ Ik N M Jm ¢O- z �1 7m Z Lo W> IS, c Z0� a�0 F� 0 oz�Y J o? U)J LOZU�0 I 2941 2941 2941 29x7 2941 2941 2941 THIS AREA FRAMED WITH 2X10 SPF 42 FLOOR JOIST,ROOF INSTALLED ON SITE a� W �� -w�L.L . N� I I �v �I—� I I mQ� I I o I I v I LO U) I I C)O:>: I I T'-w I c I LI I � C.If< ry SECOND FLOOR MAY BE FINISHED ON SITE � m o 0 CODE COMPLIANCE BY LOCAL BUILDING DEPARTMENT o 0 Cf) O LI_ &ROY-7111? 11015.'18 _L LL{ EJ W 0 TO KNEE WALL 80-CEIL9IG W { L 31'-7112- W U Q �S � c-) < 4 u1j}tits r €€GG LJ LD 0813"16r- �ROFESS\OSP U II Marc Bowen,PE W Professional Engineer { '� NY Slate Lie.No 081378 DATE DWG nCorn4/r1.Cnn nr-p-rABAD 1/16/15 ,�`� I I o 00 0 0 �a o I I BATH 1Q, go O o I ry BEDROOM1 7 I � n- �W 6 a ATTACH 1ST FLOOR TOFOUNDATION O I 0 USE SIMPSON STHD IO LL. I ATTACH 15T FLOOR TO FOUNDATION USE SIMPSON STHD 10 Q ==== ==1== = ==_= ___ -----------------------= I �� ------ 3?X10SPFA2 COLLECTOR I 33Xi05PFA2 COLLECTOR w --------------� \/ III w III .- - — -- — --- III LIVING ROOM WALK-IN I III I — o0 BEDROOM 2 I I o w W * �, Ip Q o III K Q O -'o ----------- III _ ofN c4 Q d ----c------ z o 01 1/2 BATH O a KITCHEN in w O o Q c40- 0 O DF-rn WALK-IN N M _ ¢O� FOYER z iu> BATH 2 ° I I - U 0'- ZZ- WALK-IN TKO BATH 3 T--- O oZQY :Q I I WALK-IN tL=��--- Lin Z f-�O I I � W Iwi _______________ L 0 W -------------- -- — — Q oM� }7X105PFA7COLLECTOR 3-7X10 SPF A2 COLLECTOR USE SIMPSON STHD 10 W q USE SIMPSON STHD 10 USE SINPSON STHD 10 0 10-0 _ ATTACH IST FLOOR TO FOUNDATION gATTACH IST FIOORTO FOUNDATION ATTACH IST FLOORTO FOUNDATION m Q� J a BEDROOM 3 00 ' --------------�' O oN ` ---------------I U m---------------� U)00: w _! U c Q k ° z a' W? BEDROOM 4 Fw- m o W ON SITE BUILT }. �O _ IPA GARAGE -i U) o FJ U l m WLU �-- of L- LLL UI wN 0 oN LL- LL- c/)2%�0 SPF 1 7 CCILIUC J-1 _ F _� 0 G)tC y .i_! 7 nsT sTRnPsrRr+cln) �� I v)� f.; � z CO Jaoc r7couFCTDa7 5_ Mo --_---_-------II= 7Y 10 SPF A2 COLLECTOR r. \I �'- 5 OFOFt00�L 3 I ,�v`''1 t?2• II) RFDPODI<4 'Vr; rS)'� 27 ,� w 1 COLLECTOR CONNECTION DETAIL �0 081319 -I pROFESSIOa'� Q 11 —1 Marc Bowen,PE Professional Engineer NYStateLic No 081378 [—DAT E- DWG RGczr:m1=n Gno OC prnanq 1/16/15 HEAT LOSS CALCULATION WORKSHEET deg.Design Temp.Diff.80 a. ROOM: LIVING ROOM KITCHEN FOYER FOYER WLK IN 1/2 BATH BEDROOM 4 BDRM 4 WLKIN BATH 3 BEDROOM 3 BATH 2 BDRM 3 WLKIN BEDROOM 2 BEDROOM 1 BDRM 1 WLKI BATH 1 a {, #Ex osed Walls 1 3 0 0 3 0 0 2 1 0 1 2 0 2 cin Exposures 4 H L W H L W H L W H L W H W H L W H L W H L W H L W H L W H L W H L W L W H L W H L W Q Room Dimensions 1 8. 1 1 0 Room S eclat Ln. x Ex ose Walls I 25 51 19 0 30 0 0 28 8 0 36 0 28 Gross Walls 213 434 162 0 255 0 0 238 68 0 136 306 0 238 BTUH BTUH BTUH BTUH BTUH BTUH BTUH BTUH BTUH BTUH - BTUH _ BTUH BTUH BTUH BTUH o Re 'd Re 'd - Re 'd Re 'd Re 'd - Re 'd Re 'd Re 'd - Re 'd - Re 'd Re 'd Re 'd Re 'd Re 'd - Re 'd LL in w 0 14 2 - 0 6 7 223.2 9 2 2 Door 0.08 - 0 19 122 60 384 0 0 0 0 - 0 0 0 0 0 0 - 0 hSlidiknGlass Dr. 0. 4 2 0 0 2 2 w ili 2 375 1269 608 2057 285 964 8 162 27 91.4 225 761 35 118 42 42 195 660 72 243 6 2 142 208 704 320 1083 110 372 187 633 FI r -00432 75 12 8 2101 28 8 16 2 9 225 7 21 2 14 19 74 2 2 8 4 1 2 71 2 1 110 1 7 4 cu.t. cu. , Cu t. cu. cu. . cu. , cu cu. . Cu. . cu. . cu. . cu,t. cu. . Cut. cu ; Infiltration 1 0.012 3188 3060 0 2423 2326 408 392 230 220 0 0 07 1658 1591 612 587.5 - 0 1768 1697 2720 2611 0 590 1526 infiltration 51 74 2 1913 2754 0 0 Infiltra l0 3 _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total BT 8587 4916 5130 720 4 5 8 7 82 4 9 47 1577 4 9 4376 1 2 0 butifbath=1 +20% 0 8587 14916 5130 0 720 1 486 - 6847 0 382 1 550 0 4775 1 1892 0 459 4376 7833 1201 1 5054 Cl) Elec=3.4149=wa is 2514 368 1502 211 142 2005 112 161 1398 554 34 1281 2294 352 1480 w w Cl) 7 - - 9 0 �� _ 0 N PELLA PR® LINE WINDOWS z DP o Q J LIGHT, VENT AND ROOM FINISHES CALL SIZE R.O,SIZE LIGHT VENT EGRESS SIZE U-VALUE RATING w O � 3780 3-0 5/8"X 6'-71/2" 14.2 NA NA 0.32 50 0r LIGHT VENTROOM FINISH 3717 T-0 5/8"X 1'-5" 2.7 NA NA 0.32 50 C.l �•, z ¢"' ROOM AREA REQ'D PROVIDE REQ'D PROVIDED 2535 2'-1 314"X 2'-11 3/4" 4 2.2 2113/16"X 141/4" 0.32 50 1 LIVING ROOM 378 30.24 68.6 15.12 15.2 DRYWALL PAINTED 5335 4'-5 314"X 2'-11 3/4" 10 NA NA 0.32 50 o mw� KITCHEN 474 37.92 38.6 18.96 33.2 DRYWALL PAINTED 2159 1'9 3/4"X 4'-11314" 5.9 3.2 1713116"X 261/4" 0.32 40 z o- i,--z 112 BATH 26 3.0 ARTIFICIAL 1.5 100 CFM DRYWALL PAINTED 2114 1'-9 314"X 1'-2 314" 1.0 NA NA 0.32 50 z z=o BEDROOM 4 217 17.36 47 8.68 31.8 DRYWALL PAINTED 2959 2'-5 314"X 4'-11 314" 8.8 4.7 2513/16"X 261/4" 0.32 40 p w oz 0"o BATH 3 42 3.0 ARTIFICIAL 1.5 , 100 CFM DRYWALL PAINTED 2914 2'-5 3/4"X 1'2 3/4" 1.5 NA NA 0.32 50 o 0~oU BEDROOM 3 207 16.56 26.4 8.28 22.4 DRYWALL PAINTED 3559 2'-113/4"X 4'-11 314' 11.3 11.2 25114"X 54 718" 0.32 30 0° Q W �� ° BATH 2 57 3.0 ARTIFICIAL 1.5 100 CFM DRYWALL PAINTED 3514 2'-11 314"X 1'-2 3/4" 1.9 NA NA 0.32 50 0 BEDROOM 2 199 15.92 20.6 7.96 9.4 DRYWALL PAINTED 3735 T-1 3/4"X 2'-11 3/4" 6.4 3.3 3313/16"x 171/4" 0.32 35 ,r,U BEDROOM 1 325 26 55.4 13 24.6DRYWALL PAINTED 7217 6'-0"X V-5 3/4" 6.5 NA NA 0.32 40 ti:E BATH 1 160 3.0 ARTIFICIAL 1.5 100 CFM DRYWALL PAINTED cj R.O.SIZE LIGHT VENT U-VALUE z °�c}n ui //�� 3-0 DOOR 3'-2 3/8"X 6'-101/2" ---- 20.0 .16 w �g U DOOR 6-0 SLIDING DR. 6'-0""X 6'-8" 28.3 15.2 .31 F- m o f� ")o 2-8 DOOR 341/2"X 821/8" ---- 17.7 .16 o� p J O0 LIJ WNOm FW Z LU-FES: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS � 1. WINDOWS, DOORS AD SKYLIGHTS OF EQUAL OR BETTER PERFORMANCE AND MANUFACTURED BY OTHER THAN TO BE INSTALLED BY HOME OWNER o SHOWN MAY BE SUBSTITUTED _< �� O FASTENER SPACING �> O 2 WINDOWS, SKYLIGHTS AND GLASS DOORS USED SHALL BE NERC RATED _ _ - rD <d 3 FOR 1�!IND E301�NE DEBRL"E REi IONS 1%��if lDU1�NS ARE TO l3E PROIECTEh 1!dl fl PLY14!OOD I'AI�L=I_S, n�•--- PAIdf=L Sf'i;� I'l�,Nf=1_SPAN PANEL SPAN U s I F ,. I LN�R fYL c UP 1 O fl FT �>4 FT <0^= TU G F l >6 Fl <OR=TO 8 FT /;F r i f,,: -\ n C? PLYWOOD PANELS ARE TO BE AVAILABLC ON PREMISES.(RESIDENCE OWNER) ----_-- - _ - -- --___--- tS';;ri;;. , s - uJ�� Iru Wood screw uJ o screwembeded 2" 16 iG 8 fap °813,8 Nw v %FESS0) #10 Wood screw 16 12 9 Marc Bowen,PE W W screwembeded 2" Professlonal Engineer 114"Lag screw 16 16 16 NY State Lac.No.081378 FATIDW4 G screwembeded 2" RESERVED FOR PE STAMP I- z a RIDGE VENT J ` 0 f1' d d Q , 12 0 10r Q j T - 2 12 �8 FINISHEDC ILNG ALUM FASCIA W - PERFORATED OUTSIDE CORNER rn MSHED 000. LU W - UNGAT3TT03S`ON SITE BY OTHERS VINYL SIDING p O OO fY N PORCH AND RAILING ON SITE BY OTHERS Z - 0 > O Q p FRONT ELEVATION : o C/)o- p 0 1- m <O>� LLi Z RIDGE VENT r^ 0 W>O ZZ� 2�U Qp O cZ ��O W �U LL W�It m Qw a0 12 6 ' o U Z `p ui O 12 fir FN SHED UNG l, r W I Ll W LU U) C p Q 0 BOJ Q' FINISHED OOR + 1 m LLl a DEMAND RAILING ON SITE BY OTHERS `---VINYL SIDING �, U) j < 0 5- E 4 -'VA* l ` 1„ L F c u _ SFO OB13T9 V2 LL Lj, Q it AA�FESSIOt�P W 0= Marc Bowen,PE F r Professional Engineer NY State LID No 081378 gDACTE DWG nr_r n-- -n-n Iv nrnaen /��1I�� 9; -- RAIGEVENT U Ll 11.111111 1111 11 11 IT 11 11 IT 11 1 iiij C� Hill 111111 111 11 IT 11 1 IT 11 il I IT 11 111 IT I IT 11 II..U-I.TII II IT II 111111 111111 11 1 G x j O a 0 u- IT il 11 IT 11 11 IT 11 a , w > 111fP PERFORATED C SOFFR w rm- OUTSIDECORNER C -VINYLSIDING iW- ww 0 G o O _ 0 N STAIRS AND RAILING ON SITE BY OTHERS co o- LEFTSIDE ELEVATION �1 RAILING AT 32'TO 3E'ABOVE NOSING z _0 O 0 cn0� Q QZr k N M Z a- Q�� (� = mO} — MLLZ Lo L11> z zT �0U O O ¢o} zU)� �Z F--::)O W 6i p W O ILL C) WU -0m� E5 Ow a0 OW m ¢---) 01 2 11 u O �U co ZQC -' a'>- O Q Lu :3f— F ISHED CE Bi _ _ \/< �I AUM FASCK SCFRFORATED /U) �Lr� O W - W LLJ OUTSIDE CO4NER w m W [' ' W (/� LL1 IgRLJI�L�' � LIJ [x o Va FumsemrLOo,< —7 Ul _ �F=:i��_ O_��l--_l 1J,L=-I' E_11 LL--_$ED E--i -_ C1 1:10 ED 171 EI� RIGHT SIDE ELEVATION STAIRS AND RAILING ON SITE BY OTHERS � o81-31,YPyr4 v Q I p94FES5T� I C Marc Bowen,PE L11 I— r Professional Engineer NY StateLlc No 081378 DATE DWG 32 OR BATH th Q: O it BEDROOM)/ R J i SBOXFON CEILINGGFFANNNSGHHr 1\ I — ' / _ ———— + 0 O 30 JL-_-- _ \ G 1 ,&&20 I LIVING ROOMill/ / +7 26 \ WALK-IN I / CO- R WIRE FORMICROWAVE BEDROOM 2 _ 1 / I (� a 2i Q � / M I p O SWIi[N.VARE AND I 70` 0 N BOXFORONGRE I 1 ----------- dl 4 CEILING FAN&IGHT S I 1 ———_——_—— U) fZ I z J i2A H O j / KITCHEN o 00 Q p L J YER f „ /-CRYO U I I/ I i - = m�>- \ \ I I GF F GF � W>Z R-" WALK- I i ,31b 1 I c 0 �O R 1 i ATH 3 I I 7 & zz&za O o`- < 1F I WALK-IN ��\ I / / �_-- Lin z 1-::)o w � GCq0 '2 04 1 27 �U O CYJ(n ` Q0-0 L J I OD BEDROOM i / B ; -------------- , p vdTCU bBOX FOR ON SITE \ ---------------d Lo(Ij CEUNG FANILIGHT SWR AND SOXFOR ON SITE v CEILINGFANILIGHT z Q>-� Q� cr U F— EDR00 Hm p W 0 ON SITE BUILT }� �0 -, GARAGE O w ELECTRICAL AND WIRING ON SITE BY BUILDER l� 6�L'L Ld Q c O p ILL. N, L0 N, b O 1.7.w.r-<r ZG L0 _1 � N AAOFFSS10t J Marc Bowen,PE � Professional Engineer NY State Lo.No.081378 DATE I DWG �� ,,. - 1/16115 R- tZ FI "BEDROOMI 4'HYDRONIC PHYDRONIC 0 _ U) _ 0BATH 1 Q; p a I O ¢ 0 O I LL I 01 o I I --B�RONIC -------------- 6'HYORONIC-- c=====c========ce=====_= L W———— J % III HYDRONICME KICK W In � - -- — — ------ III • LIVING ROOM WALK-IN III I — _ 01 BEDROOM 2 I w W *k III o 0 III = p o ---- III � �N ----------- O 2HYDRONIC i Q .J ` O m X112 BATH KITCHEN w O cA O— � Q <=t- 0 WALK IN - NYOR .D of IDK N M J m ¢O- FOYER c!1 = m >" 1—c., w z 9 BA32 * ° WALK-IN I _ - CD LO O ti O fv� BATH 3 I I i-_= u---- 0 o r Z 0 Y EON WALK-IN LL=_ �--- -j CD �"u)OI I wOli I L 7HYDRONI '3 C14 Q O Oc" _ Q— IY 1— 1 - m Q w Q..0 BEDROOM u ---------------1� rn v Q Z < 1PHYDRONIC S2 U) '^ 7F V�Q W Lu BEDROOM 4 F--m= _ - 0 6 RYORDNIC - ON SITE BUILT ?r-. U O 0 _ GARAGE Ua O- , 0 aW 7 I- m ._.d ui D f— QC� U) (t� � u--r % CA LIJ Ln J, 11 W 4f' 1 FO Oe1310t\P� ` Q • Aga�ssla --i ��' Marc Bowen,PE W 1— Professional Engineer r NY State Lic.No.081378 DATEDWG r. _.at . .... 1116!15 7 ELECTRICAL NOTES: 200 AMP SERVICE PANEL I. WALL SWITCHES TO BE 48",RECEPTACLES TO BE 14",AND COUNTERTOP RECEPTACLES TO BE 48"(38"VANITY) a TO THE BOTTOM OF THE BOX FROM THE FINISHED FLOOR HEIGHTS ARE APPROXIMATE). BREAKER BREAKER KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN SUCH AWAY SO THAT NO SPACE CIRCUIT SIZE WIRE WIRE SIZE CIRCUIT = � OF COUNTERTOP MEASURED ALONG THE WALL WILL EXCEED 2'-0", 4'-0"BETWEEN 2 RECEPS. AND NO COUNTERTOP IDENTIF. DESCRIPTION SIZE SIZE DESCRIPTION IDENTIF. � AMP VOLT AMP VOL cn SPACE GREATER THAN 12"WILL BE WITHOUT A RECEPTACLE.ALL RECEPTACLES WILL BE GFCI PROTECTED. 1 SMALL APPLIANCE 20A 110 12-2 12-2 20A 110 SMALL APPLIANCE 2 Q 2. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE. o 3• A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL 3 REFRIGERATOR 15A 110 14-2 12-2 20A 110 SMALL APPLIANCE 4 0 INCLUDING BASEMENT AND CELLAR AND(IN MA FOR EACH 1200 SQ.FT OR PART OF.IT)SHALL BE INSTALLED IN EACH CL BEDROOM,OUTSIDE EACH SEPARATE BEDROOM IN THE IMIDIATE VECINITY OF BEDROOM.NEAR THE BASE OF ALL STAIRS 5 WASHER 20A 110 12-2 14-2 15A 110 DISHWASHER 6 ¢ 7 WHERE SUCH STAIRS LEAD TO ANOTHER OCCUPIED FLOOR.THEY SHALL BE WIRED IN SUCH A WAY THAT ACTIVATION OF 7 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 8 ONE WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY BUILDER THEY MUST BE INTERCONECTED WITH ONES INSTALLED BY MODULAR MANUFACTURER. 9 BATH 1 GFI 20A 110 1 12-2 14-2 15A 110 GENERAL LIGHTING 10 0 11 w 4. A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WITHIN 10 FT OF BEDROOMS,AND INTERCONNECTED WITH SMOKE GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 12 o DETECTOR.COMBINATION SMOKE AND CO DETECTOR MAY BE USED. 13 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 14 5. SMOKE DETECTOR SHALL NOT BE LOCATED WITHIN 20 FEET OF KITCHEN OR 3 FEET OF BATHROOM AND IF u LOCATED CLOSER THAN 3 FEET HORIZONTALLY FROM KITCHEN OR BATHROOM DOOR WHEN HALLWAY 15 GENERAL LIGHTING 15A 110 14-2 12-2 20A 110 BATH 2 GFI 16 co OR OTHER ROOM RESTRICTS DETECTOR MOUNTING OPTIONS THAN THAT SMOKE DETECTOR SHALL BE PHOTOELECTRIC TYPE. 6. CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABLED OR LISTED BY A NATIONALY RECOGNIZED TESTING LAB. 17 MICRO WAVE 15A 110 14-2 18 - THE EQUIPMENT SHALL BE SUITABLE FOR LOCATION AND USE AND IN COMPLIANCE WITH ITS LABEL AND LISTING. 8-3 40A 220 RANGE 20 7. ALL RECEPTACLES TO BE GROUNDED TYPE. 19 GENERAL LIGHTING 15A 110 14-2 8. STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND EXTERIOR WALLS AS REQUIRED. 21 22 9. ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED. WATER HEATER*** 25A 220 10-2 10-3 30A 220 DRYER 10. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0"OR MORE IN LENGTH 23 24 11. ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL MUST HAVE CIRCUITS WIRED INTO ELEC.PANEL ON SITE 25 SPARE 14-2 15A 110 GENERAL LIGHTING 26 12, ALL OUTLETS SHALL BE ARC FAULT PROTECTED,INCLUDING SMOKE DETECTOR. - w W 13. ALL RECEPTACLES REQUIRED BY SECTION 210.52 SHALL BE TAMPER PROOF. 27 BATH 3 GFI 20A 110 12 2 SPARE 28 ¢ 0 o 14. CEILING LUMINAIRE BOXES SHALL BE RATED FOR 50 LB. 29 112 BATH GFI 20A 110 12-2 SPARE 30 O N 15, BALCONIES,DECKS OR PORCHES WITH USABLE AREA OF 20 SQ.FT.SHALL BE PROVIDED WITH 16. A RECEPTACLE LOCATED NO MORE THAN 6'-6"ABOVE AREA SURFACE. 31 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 32 � Q Q I 17. ALL FOYERS NOT PART OF A HALLWAY 10'-0"OR GREATER IN LENGHT,AND HAVING AN AREA33 SPARE(CRAWL OR BSMT.) 15A 110 14-2 SPARE 34 p _ p GREATER THAN 60 SQ FT SHALL HAVE RECEPTACLES LOCATED IN EACH WALL SPACE 3FT.OR MORE IN WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO CEILING WINDOWS AND SIMILAR OPENINGS 35 GARBAGE DISPOSAL*** 15A 110 14-2 SPARE 36 > 0 O 0 18. WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH CIRCUIT,THE GROUNDED CIRCUIT CONDUCTOR SHALL BE PROVIDED AT THE SWITCH LOCATION 37 SPARE 38 0° a0 COOKTOP*** 30A 220 10-3 = J= 19. GARAGES SHALL BE PROVIDED WITH GFI PROTECTED RECEPTACLE,INCLUDING ONES 39 14 2 15A 110 WHIRLPOOL TUB(GFI)*** 40 w Z 0 QSc PROVIDED FOR DOOR OPENER. i Q0rn ***IF DEDICATED SPACE IS NOT USED IT MAY BE REASSIGNED TO AN OPTIONAL CIRCUITSz mom- ca WATER HEATER MAYBE OMITTED WHEN ALTERNATIVE SOURCE OF HEAT FOR WATER SUPPLY IS PROVIDED BY BUILDER CD �} LLjj NOTE:ADDITIONAL CIRCUITS MAY BE ADDED OR DELETED AS FLOOR PLAN OR SALES CONTRACT DICTATE Z iii z <gO O wo zov DWV NOTES: SUPPLY NOTES: ELECTRICAL LEGEND LuM Z 1. ALL PLUMBING NOT PROVIDED BY MANUFACTURER TO BE SUPPLIED AND INSTALLED 1. ALL WATER AND DRAIN LINES ARE STUBBED THROUGH FLOOR ONLY,FOR FIELD COMPLETION. DUPLEX RECEPTACLE W o 000 ON SITE BY LICENSED PLUMBER. 2. ALL POTABLE WATER LINES ARE PEX PLASTIC PIPE 220 V RECEPTACLE m ¢ mac`iU 2. ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. $ SINGLE POLE SWITCH OF-D 3. PITCH ON HORIZONTAL WASTE LINE IS 118"PER FOOT FOR 3"DIAMETER PIPES AND LARGER. 4.WATER SUPPLY LINES ARE TESTED @ 100 PSI.TEST GAUGE HAS INCREMENTS OF 1 PSI. $3 THREE WAY SWITCH m a__j FOR PIPES SMALLER THAN 3"DIAMETER THE PITCH IS 1/4"PER FOOT. 5. ALL HOSE BIBS ARE 314"NONFREEZING OR DRAIN VALVE TYPE AND ARE BY BUILDER. $w FOUR WAY SWITCH 4. ALL PLASTIC-DWV PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0"HORIZONTALLY 6. WATER DISTRIBUTION PIPING AND FITTINGS SHALL COMFORM TO ANSIINSF 61 OR VERTICALLY. PLASTIC-DWV PIPE UNDER 2"SHALL BE SUPPORTED AT T-0"INTERVALS. 7. NO PLUMBING IS DONE IN FACTORY BELOW 1st FLOOR,CONNECTIONS BELOW FIRST FLOOR ARE BY BUILDER. ® 5"RECESSED CEILING LIGHT 0 (q 5. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 8. PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED, P� FAN LIGHT COMBO �C6 0 45°WYES,LONG SWEEP ELBOWS,LONG TURN TEE-WYES,6TH,8TH OR 16 TH BENDS. 9, EQUIVALENT FIXTURES AND MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS FURNISHED OR SPECIFIED EQUIPMENT IS NOT AVAILABLE. 0 ACIDC SMOKE DETECTOR �w Z PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION AND ON 10. 314"MINIMUM HOT AND COLD MAIN SUPPLY LINE TO BE USED(1"FOR 20 DFU'S AND OVER) WITH co CO DETECTOR O FLOURESCENT LIGHT Q F 3"OR LARGER PIPE. 112"SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. PI JUNCTION BOX WP WEATHER PROOF -- n > z 6. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS,OR SLIP JOINTS, ACCESSIBLE TRAPS 11. FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD WITH c7� SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENINGS THE SAME SIZE THERMOSTAT m EXTERIOR LIGHT W¢ m AS TRAP. MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL. W = [MTV JACK 7. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL 12,ANTI SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL BE INSTALLED IN THE WATER PH PHONE JACK I_ m o OF THE HIGHEST FIXTURE IN THAT BRANCH. SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES. ® PANEL BOX 7�E 0 � 8 MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE 1-112"PIPE=3'-6", 2"PIPE=5'-0", 13. SUPPLY PIPING IN UNHEATED AREAS(OUTSIDE WALLS AND CRAWL SPACES)SHALL BE INSULATED cn O� 3"PIPE=6'-0". 14. FLOOR JOIST NOTCHES MAY NOT EXCEED 116 OF JOIST DEPTH AND MAY NO I OCCUR IN MIDDLE CHIME rg- DOOR CHIME BUTTON � 0 w � 9 PLASTIC PIPING SHALL BE PROTECTED WITH 0 062 THICK STEEL PLATE AND SHALL COVER THE PIPE AREA 113 OF SPAN. HOLES MAY NOT EXCEED 113 DEPTH OF JOIST AND MUST OCCUR 2"IN FROM EITHER EDGE CEILING LIGHT tWlf w U WHEN THE PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-112"FROM EDGE OF MEMBER AND 15. SILL COCKS AND HOSE BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS GFI GROUND FAULT CIRCUIT INTERUPTER � > SHALL EXTEND A MINIMUM OF 2"ABOVE SOLE PLATE AND BELOW TOP PLATES. 16. ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS IN PLANT PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. o--- C_) 10 DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD 17 ENVIRONMENT AL COI••!SERVP,TIOIti PLL FIX TURES ARE TO BE WATER CONSERVING hhA1a[JIUN TLUVJ cf) _ 11 WHEN REQUIRED BY CODE A 3"VENT FOR A RADON REDUCTION SYSTEM SHALL BE PROVIDED AS RATE FOR FAUCETS AND SHOWERS TO BE 3 GALLONS PCR MINUTE,FOR TOIL ETS 1 6 GALLONS PER FLUSH A SEPARATE VP N1 I-[0M,T[2 HOUSE DWV SYS TEM 18 HOSE SUPPL IED IF SUPPLIED`FOE,SHOWER 02 LA1 H SHALE-HAVE A DIVERTLR f HAT WHEN VVlff-R ( 12 WATER CLOSET;;SHALT-BE OF WATER CONSERVING,LO`Ai CONSUMiPTION i 6 GALLON PER FLUSH TYPE IS SHUT OFF REVERI'S TO TUB POSITION AND PROVIDES A VP,CUU1,4 B!;EAKER WHEN UNDER VI•CUUI✓ /ttl'T i`�' � r� ALL PLUMBING FIXI URES SHALL BE WATER CONSERVING TYPE (E G BATH SPOUT DIVERTER)OR SHALL BE PROVIDED WITH VACUUTA BREAKER r ;l�'�.��{;� � w Lo 13. ALL MATERIALS LIFTED IN TABLE P2608 4 SHALL BE TESTED AND CERTIFIED BY THIRD PARTY 19 BATH TUBS AND SHOWERS ARE TO BE LISTED BY AN APPROEU AGENCY i t ° s t^°' "�1"I� Y o w -' m t ,» INSPECTION AGENCY. :ar r < r- 14. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL 20. A WATER HAMMER ARESTOR SHALL BE INSTALLED AT ALL QUICK CLOSING VALVES(WASHER AND ��o e013,e Q tt DISHWASHER),SHALL COMPLY WITH ASSE/ANSI 1010,AND SHALL BE INSTALLED BY BUILDER ON SITE. p�OFFS$, cU) c0 OF THE HIGHEST FIXTURE IN THAT BRANCH. 21. THE HOT WATER SUPPLIED TO BATHTUBS OR WHIRLPOOL BATHTUBS SHALL BE LIMITED TO A MAXIMUM -I 15. LAVATORIES AND WATER CLOSETS SHALL COMFORM TO:ANSI Z124 3,ASME Al 12.19.1,ASME Al 12.19.2, Marcmarc Bowen,PE I- C0 WATER TEMPERATURE OF 120 DEGREES F BY A WATER TEMPRATURE LIMITING DEVICE THAT CONFORMS TO Professional Engineer ASME Al 12.19.3,ASME All 2.19.4,ASME Al 12 19.9,CSA B45.1,CSA 645.2,CSA B45.3,OR CSA B45.4 ASSE 1070 EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY A COMBINATION TUB/SHOWER WALVE. NY state Lie No 081378 DATE DWG 16.EACH LENGTH OF PIPE,FITTING,TRAP,FIXTURE,MATERIAL,AND DEVICE IN PLUMBING SYSTEM 22. THE DISCHARGE WATER TEMPERATURE FROM A BIDETFITING SHALL BE LIMITED TO A MAXIMUM R �re,r,I-r+a ri Jnr nr a�n nen:--��f•IAV WATC�TG6et�CIIA T,.1.1 1Ie�ITIL t',�t/I C;TI�AT r rILt:,DMC Ti)6 C,pg 1n7 nrc+r-mirn'rvn nr nTe!�n -_ - N V.T.R' ROOF v t ---------------- ------- --------------- -►--------------------, r------------I - --1-- r------ ` I W j-1 1/2" 3" J n 411/2" 9' Z' . n a 1 1/2 i I I AIR ADMITANCE VALVEIL 2 LAV i LAV LAV SHOWER LAV i KSK I I I I i D.W. WASHER, o 1 1/4"TUB 1 1/4" TUg 1 114' 1 1/4" TUB INLET 2" w FIRST 3" 1 1/2" 1 1/2" 3" 11/21 3" 1 1/2" 11/2 11/2" 3" 2" 2" 2' FLOOR w w BATH 2 BATH 3 112 BATH BATH 1 KITCHEN LAUNDRY ROOM BASEMENT DWV SCHEMATIC- NOT TO SCALE TUB TUB TUB -------HOT w w ANTI-SCALD ANTI-SCALD (� ANTI-SCALD COLD ¢ . MIXING VALVE MIXING VALVE I MIXING VALVE X SHUT OFF VALVE o 0 0 0 LAV LAV LAV LAV KSK D W z Q ¢ a_N I I I WSH o o # # FIRST FLOOR w - � Qo I r 112" 1/2" 1_ 112" 112" _112" 1/2"_ 112"_ 112" 1/2" - _ 1/2" _C - 112" --r _TOWATERHEATER D = -�� - L2 L/ --- - ---- BATH 2 BATH 3 1/2 BATH BATH 1 HE 1„ TO WATER SUPPLY N �, g o� 0- BASEMENT SUPPLY. SCHEMATIC- NOT TO SCALE LQ z W> I zo c zoo 114 BEND LONI I & 0 E U0o TO g"VENT i TURN - --- i i p o w �M� THRU R00 I DOUBLE 1/4 BEND I WYE WITH LONG TURN =' 0I-� I TEE TEE TEE 1/4 BEN 1/4 BEND LONG TURN = �o`� 1 118 BEND TEE WYE m �w TEE - -1 --- ---- r ---- --- -1 - --- --- -------- - - - -- -- --- -�-- --- 1 0 I I I LAVATORY I 2 1 WASHER 1 I SANITARY TEE cn cn (FIXTURE BOX TYPICAL HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS c5 INSTALLATION I KITCHEN SINK z_ <u) U ON VENT, I i 2" i i -11/2" t 114 BEND(LONG c � Q - SANITARY I I' I ----- I 1 I1 I I I SWEEP OR Lu 1 1/4 1 TEE--,-, I I z i CONTINUOUS Lu ____ ___ __ _ _ _ __ __ - - l SHORT SWEEP) F- � W 1 WASTE 18 BEND �~� 0 Z 1 1 I I 00 i i TAO`✓EIL IRFLOW ECE R DOUBLE WYE LONG TURN 1 i p0 0 THR VEST 1 WITH 118 BEND TEE WYE 1 w I THRU ONE i AND 1NAST E 11/2"P-TRAP 1 � ui m� �} D.F.U.ONLY I I I 2'WITH DISH W lc-,-) ill 1 I WASHER TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTINGS co Z 2'-,, 2"P-TRAP 1 1 I WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES INm I I I I TUB/SHOWER � n 1 112"P TRAP i 3, WATER1 2"STAND PIPE I I 1 OR WHIRLPOOL I -COMPLIANCE WITH STATE CODES 2 I CLOSE 1• I j SHOWFR i 1 OPTION JB 3"VFtvTPIPE TOEX IEND A(;MINIMUM,OFc 18"ABOVE FINISHEfj ��FLOOR - - �' � ROOF LINT � ;f� r � `" o 13" SANITARY TEE DISTANCE FROM BOTTOM OF fVENT � � �`ti �1 SANITARY TEE ROOF TO BEGINNING OFREDUCTION SHALL BE 12"MAX. pgOFE5S�0 =LLOSET FLANGE 2"114 BEND 114 Marc Bowen,PE w LONG TURN LONG SWEEP 2 P-TRAP 11/2"P-TRAP LONG SWEEP BOOT OR FLASHING i— AND 114 BEND MAIN VENTProfessional Engineer co TEE WYE FROM FIXTURESTH WATER TIGHT SEAL NY State Uc No 081378 TVpI('Ql INI-111/IIIIIQt FIXTIIRF PI I IAIIFO [�pTAll S VENT PIPE AND ROOF DATE - DWG - r ' a - 0 2VENT o BATH 1 0 BEDROOM I ° I 11VINT Q O LL I O o I I > t------- ________________________ -------- III VLlRMMRfANCE VE W III � III LL ------ ------ III I LIVING ROOM WALK-IN I IV I III I , I BEDROOM 2 I III I W W I III 0 N „ 'V T __------ z J O 1/2 BATH KITCHEN j 0O Q o IX cn0_ V T _77 777k N M Z O J Q m Ia-O— a.Ern FOYER _ = mu)>: 2'VEM ~M Wz' B 2 TBATH I U' p r— WALK-IN O WALK-IN I it=-- Z z- Q YU 0 o z—_ �--- J o>- (nWALK-IN - USO w WO �N��U �fM-'�+ rl Q W 0-0 - 11 m Q � 4 BEDROOM 3 m " ---------------1J u)V M ti U F_ C7 z CL>- Wig BEDROOM 4 H m p - ON SITE BUILT GARAGE O w W m� W w� Q U) ("t, D O _j NFOp 0813'j0 P4= < C() CD 12, Q ROFESS,Oa _j u) Marc Bowen,PE W f— r— Professional Engineer l NYStatel-IC No 081378 FDATE DWG /15 A7 -