Loading...
HomeMy WebLinkAbout40478-Z � t'fCp Town of Southold 1/25/2018 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39477 Date: 1/25/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 460 Fred St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.4-18.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/26/2016 pursuant to which Building Permit No. 40478 dated 2/23/2016 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 WITH COVERED FRONT PORCH, REAR DECK, REAR SCREENED PORCH ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Auriemma, Linda&Paul of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0048 05-30-2017 ELECTRICAL CERTIFICATE NO. 40478 01-17-2018 PLUMBERS CERTIFICATION DATED 01-12-2018 Nrles San ers OA tho ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT �. TOWN CLERK'S OFFICE 01 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#: 40478 Date: 2/23/2016 c Permission is hereby granted to: Auriemma, Linda PO BOX 317 New Suffolk, NY 11956 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 460 Fred St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-4-18.6 Pursuant to application dated 1/26/2016 and approved by the Building Inspector. To expire on 8/24/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,256.80 CO -NEW DWELLING $50.00 Total: $2;306.80 Building Inspector 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 bwldmgs,property lines,streets,and unusual natural or topographic features. 2. Final Approval fi-oin 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 Coin iercial building,mdustrial builduig,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 consellt to inspect slgIIed 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 550.00, 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 Date. Nov. 9, 2015 New Construction. X Old or Pre-existing Building: (check one) Location of Property- 460 Fred Street New Suffolk House No. Street Hamlet Owner or Owners of Property. Linda and Paul Auriemma Suffolk County Tax Map No 1000. Section 117 Block 04 Lot 18.6 Subdivision Filed Map. Lot: Penult NO. �01-r Date of Pcnliit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate. X (check oI1e) Fee Subnutted: $ 50.00 A plicant Signature, *pF SO!/jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road H Fax(631)765-9502 P.O.Box 1179 • Q roger.richert(_)town.southold.ny.us Southold,NY 11971-0959 Q i �yC4UNT1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Aurlemma Address: 460 Fred Street city,New Suffolk st: New York zip: 11956 Building Permit#- 40478 Section: 117 Block. 4 Lot: 18.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 65 Ceiling Fixtures 27 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 7 Wall Fixtures 18 Smoke Detectors 4 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 28 CO Detectors Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 2QA Emergency FixtureTime Clocks Disconnect 200A Switches 70 Twist Lock Exit Fixtures 9 TVSS El Other Equipment: 3- Combination Smoke/CO Detectors, 5- Paddle Fans, 2- Bath Fans, 1- Range Hood, 6- ARC Fault Circuit Breakers. Notes: Inspector Signature: - -- Date: January 17, 2018 0-Cert Electrical Compliance FormAs o�%pF SOUIyo Town Ball AnnexTelephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 l • Q Southold,NY 11971-0959 BUILDING DEPARTMENT (�, • D TOWN OF SOUTHOLD JAN 2 4 2018 _i: TOWi4 OF SGUrROLD CERTIFICATION Date: Building Permit No. -7 o Owner: y C i e rA /�I n(Please print) -Plumber: -e-5 -S� 1 - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this (2 Y l day of �..,.,�. 20 .`%% GENT P'9 01PA6281188'; QUALIFIED IN :SUFFOLK,COUNTY: COMM.EXP .� � 05113/2021' �� Notary Public, 5� �` County. "` 9�,'.!D(/BL%-*f 0Q' � ti O �Of SOUIy o� O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: dV PIN v/ ft&ur tai✓ 7"o 1ha—/-fy*OV14 1 'i r � ' is ireA r-r"i v_✓ a" DATE j 131 w INSPECTOR O �pF so :N0 • io TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION 1/1 FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: WX 0&)V-5 It J�i/Wlfkf\ 4- �h!�Plhb DATE yI I I-wi ANSPECTOR Of SOUT'yo� y�OUNT`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 o INSPECTOR t 1 _I �oF soar TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] F REPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC7AL) REMARKS: Llmo+e� i DATE 4 INSPECTOR �a0f SOUr�o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: N _ C2 400 Lof DATE �� 1-fi �G INSPECTOR q4 pF SOUTy� cn coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � e�� REMARKS: - - DATE INSPECTOR /-� V 1'� Of SOFT o'��OUNT1� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:, C I h 6wAq Q/ klov �l� ru�eo . u s�► 1%vl c ' PGA.., rrikm l A xA 0 Itos DATE INSPECTOR qz) q fjf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ .] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C nt ktait.�, gv- pr r✓ r moi' v� DATE a 1 zvZ INSPECTOR pF SOUTyo6 V TOWN OF SOUTHOLD BUILDING .DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE11714- INSPECTOR'F-Az -- -�:MSS:'. ,_-. + - - -._.�-' :.. ._ -- _ .. ., - k--:rr- •r..:;. �.,_. aoF sours o� r�courm,�'�'` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [/FINAL Nb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: y Is VA tl�� ✓ a ct o✓ DATE INSPECTOR S A M U E L S & S T E E L M A N January 18, 2018 Southold Town Building Department D PO Box 1179 D Southold, NY 11971 Re: THE AURIEMMA RESIDENCE JAN 1 8 2018 460 Fred Street New Suffolk, NY 11956 SCTM # 1000-117-04-18.6 TOWN OF SOUTHOLD BUILDING PERMIT#: 40478 1 hereby certify the steel reinforcement of the concrete piers in the basement of the above referenced project, and that the entire installation meets or exceeds the requirements of the New York State Residential Code. Attached also find a separate drawing of the outdoor shower in the configuration in which it was built. If the file is complete, please prepare a Certificate of Occupancy for the project and notify my office for pickup. As always, I appreciate your efforts. Sincerely, F NEW YoR� u S ATZoCO �s 4( 0183 G�\ RFG�S P� ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 ut-11 436 O �t OUTDOOR SHONER w/DRAIN O 4 oil FLUMSED TO DRNrN LL. �y FROV I DE & ' H I CGH E OLOSUR FRAMED w/TR. NO D, a w/I x& T$ (5 VERT I OAL O AR S 1 D I NC3 fLog PIAQ (PKAf L F NEW YGR �4- �O�G SAM�F� Y201 � CO 0 s 4 = 6 °9 F- 4x 61- GIS EO P AMPIPMA fugCPEIN '/Cgttg �. '�• lil ' s' '' � �r !�►!"�' I � Wo . - •►—• on r-,.i x ON .`M M �:� .1, :• ..a 0 ��'� � �,� /SII .s ��N���• 1 w., � ��� tern ► �_��r��MI TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health yes SOUTHOLD,NY 11971 4 sets of Building Plans_____)eS TEL: (631) 765-1802 Planning Board approval no 'FAX: (631) 765-9502 Survey yes SoutholdTown.NorthFork.net PERMIT NO. Check no Septic Form N.Y.S.D.E.C. Trustees 'r Flood Permit i Examined 20 Storm-Watdr Assessment Form Contact: ,Approved 20 Mail to- Tom SamuleS Disapproved a/c 25235 Main Road, Cutehogue Phone: 631 734 6405 Expiration ,20 IL IF Building Inspe or AP LII TIhN FOR B LDING PERMIT ail JAN 262016 I— _ Date November 9 , 2015 ITNSTRUCTIONS 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 J areas, and waterways. r 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. (Sig ature of applicant or name, if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder Architect Name of owner of premises Linda and Paul Auriemma (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: 460 Fred Street New Suffolk NY 11956 . House Number Street Hamlet i 5 County Tax Map No. 1000 Section 117 Block 04 Lot_ 18.6 Subdivision Filed Map No. Lot J- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant b. Intended use and occupancy SINGLE FAMILY RESIDENCE and POOL 3. Nature of work(check which applicable):New Building X Addition 1 Repair Removal Alteration 1 _Demolition Other Work Swimminq Pool 4. Estimated Cost 400,000 dollars Fee (Description) , 5. 1f dwelling, number of dwellingunits 1 (To be paid on filing this application) If garage, number of cars 2 Number of dwelling units on each floor 6. 1f business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front Depth Rear p Height Number of StQgps CC � 8. Dimensions of entire new construction: Front 80 FT Rear 60 FT „a,Depth 44 FT Height 26 FT Number of Stories 2 9. Size of lot: Front 50.8 FT Rear 346.86 FT Depth 208.31 FT 10. Date of Purchase ZOIC Name of.Former Owner t) 1 I. Zone or use district in which premises are situated R - 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO_X_Will excess fill be removed from premises? YES X NO 14. Names of Owner of remises and Paul Aur-Thress PO Box 317-Phone Phone No. 34.8122 Name of Architect om Samules Address25235 Main Road Phone No 734 6405 Name of Contractor Address Phone No. 15 a. Is this property'within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 Yis 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 X i * IF YES, PRQVIDE A COPY. STATE OF NEW YORK) SS: ° COUNTY being duly sworn deposes and says that(s)he is the applicant ,{ (Name of in_ ividual signing contract)above named, ,,i)He•is the - - - (Contr ,et r, 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. ,• I. I Signature of Applicant CAKOLHYDELL r;Y PUBLIC-STATE OF NEW YORK NO 01HY6189695 QUALIFIED IN SUFFOLK COUNTY C-- IMISSION EXPIRES 06130120 Scott A. Russell ' ��°Su �� ST01KNINWAX]EIK SUPERVISOR C IMIANAIGrIENIIETNT SOUTHOLD TOWN HALL-P.O.Box 1179 v 53095 Main Road-SOUTHOLD,NELN YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT Wo g ET ( TO BE COMPLETED BY THE APPLICANT ) JAN.. b 2016 I DOES THIS PROJECT INVOLVE AP Y OF THE FOL VVI G _ I (CHECK ALL THA'r APPLY) Yes No E]F] A. Clearing, grubbing, grading or stripping of land whicha-ffects more than 5,000 square feet of ground surface. I ®❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. El[21 C. Site preparation on slopes which exceed 10 feet vertical risco `' 100 feet of horizontal distance. rj t — ►'�� i , `{ { D. Site preparation within 100 feet of wetlands, beach, or coastal ❑® bl erosion hazard area. FEB 1 9 2016; I ❑Ox E. _Site preparation within the one-hundred-year floodplain s depicted - - - - --- on-FIRM-Map of-any watercourse. 1 - ❑ x0 F. Installation of new or resurfaced impervious surface- -f WO-.s are 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 wit it—your Building Permit Application. . __. _. ....._. .__ _.......... S.(:.T.M. ,k 1000 Date: \PPLI(7A,-N'F'..:.Property Owner,Design Professional.Agent.Contractor.Other), Ds;rict `A.,E. Tom Samuels,Architect 117 04 18.6 11-9-15 Nunr Section Btxk Lot 1=0R BUILDING DEPAR�1_\4EN`J ISL ONLY *"*` Contact Information 631 7346405 Reviewed By — — — — — — — — — — — — — — — — — — Dale: I Z Property- Address /Location of Construction Work: — — — — — — — — — — — — — — — - -- 460 —460 Fred Street,New Suffolk, NY 11956 Approved for processing Building Permit- St' mater Management Control Plan Not Required. Stormwater Management Control Pian is Required. 'Tonvard to Engineering Department for Revie44.) __. .-.---..__.__. .._. ._..__ ._. _.. ..... ...... _._. .-_-.–. - -. ...... 1-'URM SMCP-TOS MAY 2614 - I _ i APPLICANT. S.C.T M. 1000 i Wroverty Owner,Design Professional,Agent Contractor,other) - > - p5t�4- CRA 1 ER ,236 117 04 18.6 Ze )11 j Stormwater Management Control Plan CHECK LIST' NAF Tom Samuels Section Block Lor I S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. rRCK,ro Date: j * The applicant must provide a Complete Explanation and/or Reason for not providing 73s-�� Nov. 9, 2015 °1 � all Information that hris been Requii-ed by the following Checklist! I A Site Plan drawn to scale Not Less that. G0'to the inch Mt.)ST If You answered No or NA to anv Item, Please Provide Justification Here! shovr all of the following items. YE NO NA I If you need additional ronin for explanations, Please Provide additional Paper a Location& Description of Property Boundaries X b. Total Site Acreage. i c Existing - Natural & Man Made Features within 500 L.F X of the Site Boundary as required by §2ss-t702l. ! d. Test Hole Data-Indicating Soil Characteristics&Depth to Ground water X L. -,AIAGE WSPECAONS ARE REQUIRED e. Limits of Clearing & Area of Proposed Land Disturbance. f Existing& Proposed Contours of the Site ! Town HaH Annex � Telephone(681)765-18021 54V5 Main Boal (621)7 P.O.Boot 1179er.richertem.sa�ny us Smftjd.lvY 119714959 � � C/C) BUUMING DEPAR'IMMr TOWN OF S ov=aLD -APPL19A ION FOR ELECTRICAL PECTI N REQUESTED BY: Dske: coin an Name: P y V►C � , Name: ILio se No.: dress: rhme JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: Cross Street: *Phone No.. PeMR No.: ..qO '7 Tax-Map District: loon Section: Block: Lot: *BRIEF DESCRIPTION OF WOI21C(Please Ptirrt Clearly) �Ae � (� r�� r 1r1�"��c� "i ��Sr..r 3,000 (phase Circle All T at Apply) *Is job heady for inspection: / NO. Rough In Flnal *Do-you need a Temp Certificate: elNO Temp Infiarmation Qf.needed) *Ser Ace Size: 1 3Phas 100 160 300 SW 400 Othsr ` ,�6` nett. r9ro Number of Meters Change of Servim Ovedmd Add anon: PAYMENT DUE WITH APPLICATioN ern a,t� urri Le r r o o B24tequest for Inspectbn Form 0 EL S A M U E L S & S T E E L M A N January 26, 2016 0 a • Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: THE AURIEMMA RESIDENCE 460 Fred Street New Suffolk, NY 11956 SCTM # 1000-117-04-18.6 This project includes anew single family residence, attached garage, sanitary system and swimming pool. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Storm Water Management Work Sheet 4) Consent to Inspection 5) Red-stamped SCDHS Permit 6) Southold Town Sanitary Permit 7) REScheck 4.6.2 Compliance Certificate 8) Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, —Rw#41 Thomas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 25235 Main Road, Cutchogue NY 11935 Samuels & Steelman (631) 734 6405 Architects Fax (631) 734 6407 'rP.AMvFrM 1 TO: Southold&ddng Rim Tom Samuels Adctress: PO Box 1179 Date: June 14y 2017 Southold,NY 11971 CC: Re: Auriernma Residence ( Urgent For Review ( Please Comment ( Please Reply Description: INCLUDED: Suffolk County Department of Health Services HD REF# R10-12-0048 - Approval of Constructed Works for A Single Residence FOR: Building Permit 40478 SCTM# 1000-11 .6 � , ails D D 400 19 2011 jZ�OLD �o EL S A M U E L S & S T E E L M A N August 7, 2017 Southold Town Building Department PO Box 1179 Southold, NY 11971 Re: THE AURIEMMA RESIDENCE 460 Fred Street New Suffolk, NY 11956 SCTM # 1000-117-04-18.6 BUILDING PERMIT #: 40478 Please extend Building Permit#40478 for another 6 months. The current expiration date is 8/24/2017. If you need any additional information from me, please contact me. As always, I appreciate your efforts. Sincerely, Thomas C. Samuels 19 D aUG � p 2011 ARCHITECTS 'OT 25235 BI N ROAD F OT O CUTCHOGUE NEW YORK 11935 TOWN O �+y (631)734-6405 FAX(631)734-6407 WATER IN PALE BROWN 06 Z- 17 FT. FINE SAND SP Q. s COMMENTS: WATER ENCOUNTERED 15.4' BELOW SURFACE, ELEV -1.9' Uj Z IL W J' DRAINAGE CALCULATIONS FOR AREA OF a w• < " M .? NEW ROOF RESIDENCE & GARAGE w• Q " DRY WELL AREA x RAINFALL x RUNOFF-FACTOR (DY`U 2,962 5F x (2/12 FT) x 1.0 = 494 CU. FT. U5E: (4) 8' DIAMETER x 4' HIGH POOL CO) N (4) 8' X 4' STORM DRAIN RING = 6?5 CU. FT. -PROVIDED REQUIRED 6-15 CU. FT. > 494 CU. FT. NOTE: ALL STORM WATER RUNOFF TO REMAIN ON SITE /�PP&AZ- OF NEW �TT rr,�-' �f�, p U i-�5 � V� � �G/"C�� C�p��gGSgMG f- I�DR� �,4N If Ds�oQ&aD * i_Z F_'P- i7�- � �6 DO ��I,U VU- $e � L r R&5 l O f4 W tQl7RO1. M 09. 66 PROJECT NO: 1506 I S-rhu.60 * Mj4( W-fj4 N � P . . DRAWN V-BY: UT ` ,ATOrM �o C AW &X�v �� "— `�, � CHECKED-BY: TS DRAINAGE INSPECTIONS ARE REQUIRED DATE: 12/04/15 Contact TOS Engineering at 765-1560 before SCALE: 20 -011 Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. SHEET TITLE: EROSION&SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, SITE PLAN Wire Backed Silt Fencing, stabilization & .Seeding of exposed and/or inactive soils. APPROVAL OF STORMWATER tANAGEM6ENT SHEET NO.: CONTROL PLAN -T Code Date:Z- i I I- Approved by: - - . _ _ � �, a��� � � . .,. r ,� -. � �� a i w . _ _ � .w Q - _ ,. id t {. .. * $ + � V �� a 4 . � .1!\+ w + � � �� � �� . ' , �. . � v.. by Ifo I 4� ------------ r 4 . A ' 3 L7� f i m r x ... ,�„ t I . K ,a y r .r- II 7 4 t •M 11 � �f , f� .. z { �yI7 �Y a r , r r � � .es ' i s _ n . 4 s"l s F � ,. � cwa n>c we ti•b.� .. - 4 _ �' ,�' i Y 4 x a m t m + • m. r. r' N -!? Lid i1j, _w_1 i vj�..n r 'I Am- , f a• i a 3 � r =a�. ter. +rze I�. Irl Ai f _ - rF' i. J r J i OL I � F r l � 1 e s, _. - .a...r '� ate.♦ `�'�., �.� :. . !'ht 3 � S i } - _ � .__ ' f 1 -;tet _ - � i f i �.� •� ! � � ��� - .,wr M ��I - � � � � � �� {- -� ' _ . .� �� __ , i ��--,`, �..._ �` '�/ �_ ` , . "�.,,,� ���� �.._ -�-�-.-.... � -.�r .'� �.° ��. �.`�` � �� :- _ ,_ �� ���� � � , . t � �. t ' � � �.� � �• � P h ,` `,- _ _ _ '�� �. ` � r, ," , a` . � � �,. ... ' l .., �' �+�� - -� ""^., .� 1 -.4.,.y. � t,� .. _. 111 —+ x. � —..� '___.. 3 . •�'�. s.+, ' .� �, _�_.XW'�. ry '� f � � j �' ... � � � � - �u r� �� �AM1 s t = T� �0��78 Of r .r all wow • - e • 1 I i" 1, IM I I`t 1 j I r Lk 0o-1 m A.At . ,w e wY t k t F r t •4 ` a � r , a ,tt r si ` J s r jx �w ' - arc:• d4: e. Ye '... ^���n. • Yrs. ..� .. .. ... 'f >w :.F••/' � �'tl�' �•�iR 'vim jTom lk, W s ... .. .. -....y 71 F >. s a S i � P � � � 4k uM ,.. ;�, �. _"� �` '. �,'�'$ + •� . � ����, l I&HBORINS G Z 4 20115 BUILDIN& WALL FF EL 1-1.0 FT W SITE DATA &RADE LINE ELEVATION 155 FT. N/off SUFF. CO.NEq�rH SERVICES SCTM.# 1000-117-04-18.6 PROPERTY: 460 Fred Street &RADE LINE ELEVATION 155 FT. RNOF WAST GT. New Suffolk, NY 11956 I' MIN. 2' MAX. sHr r ASHER FACES M. PBSCI OFFICE WASTEWATER liq DWEWNG DWEUJNG OWNER: Linda and Paul Auriemma II4°IFT, (PRONATE WELL) (PUBLIC WATER) PO Box 317 6" TOP OF POOL 14.05 FT. 16.1 S 72.50'30" New Suffolk, NY 11956 -�,\ E 100:00' 14.9 AREA 64,873 sf = 1.489 ac. ST NK IE. +145' IE. +15,5' POOL BOT OF POOL 6.05 FT. 15 s ZONING: R-00 IE. +14.3' IE. +13.-12' 6 �: SURVEYOR: Nathan T.Corwin III GROUND WATER ELEV 1.5 FT "! I ,_ 's• PO Box 16 W lo'-o° e'-o° 3' MIN / \ �'� �� °°� \ Jamesport, NY LICENCE NO. 0467 7 z o 76.3 DATED: SEPTEMBER 7,2012 W Z SEPTIC PROFILE \ j ! N/off, \ ELEVATIONS BASED ON NAVD(1988) Q Z (N.T.S.) \` 15 MARK A.A SCHWATKA LOCATION MAP cn ' \ DWEWNG ZW (PUBUC WATER) GEO G D 0�4 N I.L / T (PUBUC WATER) 15 GEORG 'S ROAD i` , site o 1 .,/ G 1 C MAIPUBLI K N 15.7 r �1 > RCHARDS C ROAD i = PROPOSED NEW SANITARY SYSTEM FOR i �'d� g= c 00[j W 0 5 BEDROOM RESI E WITH UNFINIs1 _ - 1000 GAL SEPTIC YANK (ST) `1 15.1 o z o N/ F r^ - (?J e' DIA x b' HIGH �.� 15 N UFFOucAVE. � Q LL SARAH LDMAN LUNGZ LEAGHIN6 POOL (LP) o LL�J W N (PUBUC C WATER) - PuTuRE LOCATION FOR \ \ JA FIST W S 72'50'30" E 0) & DIA x W HIGH � r / VACANT W 118.37 LEACHING P f- Z / N/o/F a i ' O 17.2 , 1 7.5 J // DIANA SCHWATKA �° TEST HOLD c „c EL +16.'1 DRIVEWAY � �M '� TEST HOLE I J c 16.7 NEW DRI � E 15 -Jr NO SCALE BY MARK MCDONALD GEOSCIENCE �Z, __ ; Lf, 'rl5 �1 SOUTHOLD, NEW YORK 11971 ;� -- Lfs ; TEST HOLE DATA 7/2/12 ELEV.+16.7 _j f• ^II ' N 17.3 Wim, ' 2 N 72'50'30" W , / 1.0 FT. DARK BROWN LOAM OL W, 125.00' 16.9 i 3 ` �O A- 2.6/ I6HBORIN6 � f 15 I y " 2.5 FT. BROWN SILTY SAND SM il 15.4 FT, PALE BROWN FINE SAND SP ;. . 13.2 0 N Y WATER LI FROM a j LIG WATER MAIN AT >` ' = WATER IN PALE BROWN 15 TO REST 15 - - ® S� FINE SAND SP C I Ir € COMMENTS:WATER ENCOUNTERED PIEY,I FOR RAI .-i. °1;0595F 6r6es'Aroo,.'. 15.4'BELOW SURFACE, ELEV 1.3' ►- € 1�C TER TYPICAL 9.1R/48E. FIN;.FLR i3=.±PTA trc; o +155 1,. \ 155+ /. 18 1506 16.4 � i15 UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES R UT ® / f ; POOL PERMIT FOR APPROVAL OF CONSTRUCTION FORA TS 8120115 SINGLE FAMILY RESIDENCE ONLY e i - o \ 1 DWEWNG DATE / / F. N0. �/- N/O� 1� FRANK BISLSR r ESITE PLAN JOYCE WELL) Z ( / 12.5 APPROV D NC 0� ' ACT JAMES P. HOWz FOR 1AXIMU OF pEDR00b t3 GE E ✓oosr ANNETTE ✓oosr -� 14{7 208.311, GEED (Pueu wATERO> j EARS FROM DATE OF APPROVAL DWEWNG 1 207.94 EXPIRE N (PUBUC WATER) _ DWEWNG 15.7 �; N o N 72.50'30" W 1/FG MICHAEL EDELE SITE PLAN 15 ' ARGAR[T P OSI L/CO I(PUB WATER) MARGARrTA POSILLlCO uPBuc wATERO) PIt�n A NOV 0'-0" (PUBUC WATER) 1 PP�aed 6 9n tS i t p ires SCDHS SUBMISSION SURVEY OF PROPERTY SITUATE GEORGE'S ��� NEW SUFFOLK ROAD D TOWN OF SOUTHOLD SEP ' 9 2016 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 117-04-18.6 WELL BUILDING DEPT, SCALE 1 "=40' TOWNOFSOUTHOLD SEPTEMBER 7, 2012 FEBRUARY 4, 2014 UPDATE SURVEY AUGUST 29, 2016 FOUNDATION LOCATION AREA = 64,873 sq. ft. 4 1.489 ac. OWELCIN�H�'R ro - 0 CF14/N U NM FENCE o O4y��ryJv' b�o � NEpFMD1*4re,j$ Hy APBsC?SQOCpNC �NiO ✓I %4E. WN) RE i vc °aEED*C"•�E 100 00, z FEN 0.8'. h SCE 14.9 p pF0 OF 16.3 ARE SCE N a: 1— �s s G N 'A OpQ �_ ` �i ax w 7 ?•S030h s'�yvco��' o o y�, '-�jC CONS DMO" P Ck��N pUBUC W4 '� 3 1�Z n Cp > CE ) 2 0 •ryp' CE CE 17.5 CO �. a NC. NO ??V3 MDIV. FOUND J U 15.1 NC. MON. QJ o EDGE J0 ��4oJ�02' OF G�INC y U' EDGE OF CLEARING N DW,,((lNG ?5QQ' c 0 ✓OyC��IhR �p�� MDN - 4Mc'Stiff N \' y �3.T.\• ro p � N o 7.1'a 4 24.0' C 32.0' b� NDATION FOU W � CONCRETE CL _——__ 73.3. 3 35.0' rn _ 122 03u 16.4 32.0' Q I r I I � I \� ^ YZU I EDGE OF CLEARING 03 O I 00 � I n NC EDGE OF WOODS I O N 83.17' 40" W 14.7 to `�� ^ SLAB 1.2 S. FOUND EDGE OF WOODS G,O f�] UWEWNG METAL SHED 0 MON. 1.6 CONC. /0/F CONC. SLAB J CBNZo LL/co 207.94' ACT FOUND BROKEN PREPARED IN' [_ G 1'0S/ STANDARD`' im, ,00S%P CO DWELLING 208.31' DEED ON MON. BY THFI` (USES PUBLIC WATER) n _N/0/F / Q p TiTR '(ARIA DWELLING FBDB ` (USES PUBLIC WATER) ✓AMESNPO/F - DLnT HOWARD (USES PUBUC WATER) a \ UNAUTHORIZED ALTERATION OR ADDITION NOTES: A l l l TO THIS, SURVEY IS A VIOLATION OF Nathan T of t L ' /� SECTION 7209 OF THE NEW YORK STATE 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM / EDUCATION LAW. EXISTING ELEVATIONS ARE SHOWN THUS: 1D.D Land Surveyor COPIES OF,,THIS SURVEY MAP NOT BEARING 2. DEED REFERENCES ARE TO DEED LIBER 11840 PAGE 186 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN CERTIFIED TO: Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE PAUL AURIEMMA Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND LINDA AURIEMMA TO THE ASSIGNEES OF THE LENDING INSTI- STEWART TITLE INSURANCE COMPANY PHONE (631)727-2090 FOX (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jomesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. ,30 32-109C -< t SITE DATA SCTM# 1000-117-04-18.6 PROPERTY: 460 Fred Street New Suffolk, NY 11956 OWNER: Linda and Paul Auriemma S 72'50'30" EPO Box 317 100.00' New Suffolk, NY 11956 AREA 64,873 sf = 1.489 ac. ZONING: R-40 c'! a: SURVEYOR: Nathan T.Corwin III PO Box 16 W Ix oo� Jamesport, NY 11947 o LICENCE NO. 50467 z r DATED: SEPTEMBER 7, 2012 W RECEIVE® W RPS 2 7 2011 � GEORGE'S ROADPUBa BUFF,CO.HEALTH SERVICES wA,LtR OFFICE OF WASTEWATER MGT. C MAIN Ix - c ROAD W W ,o INSTALLED SANITARY SYS �- ' c FOR THE RESIDENC,E Y ' c 0 - 1000 SAL SEPTIC, TANK (ST) J n , - (2) VVIAx6' HISH N Q LL LEAGHINS POOL (LP) O W D ' Z o cn J W � S 72'50'30" E 0 118.37' z W W ° DRI VP-NAY �! �o pd 'j• 9 _ J �• N 72'50'30" W \ - - `U\ g 125,00' D f W• \\ j N Wy ate• INST \ 0 UNDEPWROUND WATERc A IC PORCHPORCH � ML '� WATER MALINE INATROLAD TO RESIt7ENGE I RE_,._ ZJ�I,DINGD ►=0 € s N 6IDENG '=i ! OF SpUTSO �c 0113 j 150e SUFFOLK COUNrTlY DEPARTMENT OF HEALTH SERVICES UT POOL '^ APPR m%t.(j- 17)?�STRUCTED WORKS FOR rs FAINVILY RESIDENCE p� 4120111 4 Qet��Qv= H.C,.R4cf.into.�S I �`� Z. p y �..=40'-0' p� O disposal and water supply facII Mes at this tGLa�►t1dV8 then Inspected mdior cart:fied by this(X patrent Or other awe's alta found to z be satisfactory FOR A k=IMUM F,� �EO 4S• SITE PLAN J 3V ACT• 208. . N — � 207.94' DEED � .. ; t e of s11�i� 1 SITE PLAN N �2'S°'3°" W _ . .SITE =40'-0" SCDHS SUBMISSION HD REF # R10-12-0048 Vl REScheck Software Version 4.6.2 Compliance Certificate Project AURIEMMA RESIDENCE Energy Code. 2010 New York Energy Conservation Location. Suffolk County, New York Construction Type: Single-family Project Type. New Construction Conditioned Floor Area. 2,473 ft2 Glazing Area 20% Climate Zone. 4 (5750 HDD) Permit Date. Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 460 Fred Street Linda and Paul Auriemma Tom Samuels New Suffolk, NY 11956 PO Box 317 Samuels and Steelman Architects New Suffolk, NY 11956 25235 Main Road 631 734 8122 Cutchogue, NY 11935 631 734 6405 tom@samuelsandsteelmanarchitect s.com . trade-off Compliance 24.0%Better Than Code Maximum UA. 504 Your UA. 383 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 Gross Area Cavity Cont. U-Factor UA Assembly or R-Value R-Value Perimeter Floor 1. All-Wood Joist/Truss:Over Unconditioned Space 1,738 30.0 7.0 0.026 45 Ceiling 1. Flat Ceiling or Scissor Truss 735 30.0 7.0 0.028 21 Ceiling 2- Flat Ceiling or Scissor Truss 1,003 30.0 7.0 0.028 28 Wall 1 North 1st Flr:Wood Frame, 16" o.c. 577 19.0 7.0 0.041 19 Window 1.Wood Frame:Double Pane with Low-E 9 0.300 3 Window 2. Wood Frame:Double Pane with Low-E 32 0.300 10 Window 3:Wood Frame-Double Pane with Low-E 25 0.300 8 Window 4. Wood Frame:Double Pane with Low-E 7 0.300 2 Window 5.Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.300 2 Door 1: Glass 44 0.300 13 Wall 2 North 2nd Fir Wood Frame,16" o.c. 259 19.0 7.0 0.041 10 Window 6: Wood Frame:Double Pane with Low-E 16 0.300 5 Window 7.Wood Frame:Double Pane with Low-E 9 0.300 3 Wall 3 South 1st Flr:Wood Frame, 16" D.C. 577 19.0 7.0 0.041 16 Window 8. Wood Frame:Double Pane with Low-E 17 0.300 5 Project Title: AURIEMMA RESIDENCE Report date: 11/06/15 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Auriemma\Building Page 1 of 2 Permit Apps\Energy Calculation.rck R �L Gross Area Cavity Cont. Perimeter e Window 9:Wood Frame:Double Pane with Low-E 36 0.300 11 Window 10: Wood Frame-Double Pane with Low-E 36 0.300 11 Window 11• Wood Frame:Double Pane with Low-E 36 0.300 11 Door 2• Glass 20 0.300 6 Door 3. Glass 47 0.300 14 Wall 4 South 2nd Fir: Wood Frame, 16" o.c. 259 19.0 7.0 0.041 8 Window 12• Wood Frame:Double Pane with Low-E 31 0.300 9 Window 13. Wood Frame:Double Pane with Low-E 31 0.300 9 Wall 5 West 1st Fir- Wood Frame, 16" o.c. 451 19.0 7.0 0.041 15 Door 4. Glass 71 0.300 21 Door 5: Solid 18 0.300 5 Wall 6 West 2nd Fir- Wood Frame, 16" o.c. 259 19.0 7.0 0.041 10 Window 14• Wood Frame-Double Pane with Low-E 16 0.300 5 Wall 7 East 1st Fir: Wood Frame, 16" o.c. 451 19.0 7.0 0.041 14 Window 15• Wood Frame:Double Pane with Low-E 18 0.300 5 Window 16: Wood Frame:Double Pane with Low-E 47 0.300 14 Door 6: Glass 24 0.300 7 Door 7. Glass 24 0.300 7 Wall 8 East 2nd Fir: Wood Frame, 16" o.c. 259 19.0 7.0 0.041 11 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 been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the Sche c Inspection Checkll' t I cP I Na e--Title ���� Signatur Date Project Title: AURIEMMA RESIDENCE Report date: 11/06/15 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Auriemma\Building Page 2 of 2 Permit Apps\Energy Calculation.rck 0 RtTAIN'STOR 1�WATER RUNOFF BUILDING WALL FF EL 1-7.0 FT GRADE LINE ELE\/ATF, P.1.� PURSUANT TO CHAPTER 236 TION 15.5 FT. OF THE TOWN CODE. N101F SITE DATA GRADE LINE ELr-\/ATION 15.5 FT. ORESTE B. FESCI LMIN. :2' MAX. 101F FRANCES M. PESCI SCTM 1000-117-04-18.6 -T Al-A PROPERTY: 460 Fred Street TO -1 FOR THE SHIRLEY ASHER DWELLING (WATER SUPPLY UNKNOWN) _CT1,'_',NS: NSP DWELLING New Suffolk, NY 11956 1/411/r-T. TOP OF POOL 14.05 FT. 15. 1 'I - 11WO REQ,1_11RID S 72*50', OWNER: Linda and Paul Auriemma SEPTIC, EAC,HINj 30" E -----!0-000' 14.9 PO Box 317 TAN< Fr% : ,k:.; _v - POOL New Suffolk, NY 11956 E30T OF POOL a.05 FT. IE. +14 5' IE. +15.51 L - C"CD 1`!' T R U C T o 1 AFUST S T EXIST FRAME SHED AREA 64,873 sf = 1.489 ac. I E. +14.*5 1 E. +15.-12' 15 Ui < %p ZONING: R-40 GROUND NATER F-LE\/ 1.5 T "NITLETIE: Forn, C.O. N101F SURVEYOR: Nathan T. Corwin III I CT 0 N L MEET THE MARK A. SCHWATKA 10, 5' MIN _!NT'S OF THE CODES OF NEW PLUMBING DIANA SCHITATKA PO Box 16 .0T r ESIPONSICLE FOR ALL PLUMBING WASTE T/-. t', \ /\ �/ 00., DWELLING Jamesport, NY 11947 Oil, (USES PUBLIC WATER) -I :) &W AT E R L I N E S N Er..'_) CCNSTRUCTIGN ERRORS. LICENCE NO. 50467 Else" co SEPTIC PROFILE TESTING BEFORE COVERING L0 DATED: SEPTEMBER 7, 2012 0) Q 6_.3 F n M!!*'G U tl T I L['J r. y 7 PL U1 VB ER C ER TIF 0 1,ti,).*I OF FOUNDATION LOCATIO.J IOCATION MAP. >_ (N.T.S.) DOt!OT HAS BEEN APPROVED. ON LVD C0P,.1rC_t9r,7F0.,7.: Z CERTIFI,6",�ATEC!-"C,',"Ctn�ot^Y GEORGE wt"_D tz*!K. M� 'S R OAD j X \\ \\\\\\�\ GEORGERD C: 0 t. 51DE LL YARD 6 U. `�OECbNl `\ \SAY\ 0 S TBAojq /T b� Project e C t 0, 0op E RMA IN j"i i r. 1. TO�IVN CODES vp. AS REQUIRED RCHARD 5 Uj _j PUBLI z WATER MAIN U 0S D. IN ROAD I { ,, ,\ ❑� "' W 15.7 0 �c Pl W OVERHE m FOLK AVE. 1SE I NILA Y41RE5 N101F WFUL, I IT00 Cn SARAH GOLDMAN f- E8T1PrY`,_ FIGA, ACK DWELLING T. �Alf A 15. 1 occ 501 (USES PUBLIC WATER) NC o LLI ON LL, 15 *Wgo C; ....... n%15 LL 1 0 .0- PECONIC,,,\� V. 00 tw) , I _­ X Y, ITS 0 / \ �ldje . all feces C(!rttrjC(jtio C; MI F CLEARING AND rmkro Ibn Pro, L*�I�re I LAND V15TURBANCE vnrt fk-1 tl dresh3ee h n//'\ S 72*50',30" E I �d to C(�d p bem instap e. )POSED NEW SANITARY TEST HOLE Ro SYSTEM FOR A 5 BEDROOM 7 ��Yv 118.3_L' jZ I RESIDENCE WITH UNFINISHED STABIL( 1�7 NO SCALE CONSTRUCTION BASEMENT � -A.IIMED BY MARK McDONALD GEOSCIENCE ENTRANCE C9 0 1000 GAL SEPTIC, TANK (ST) 10 SOUTHOLD, NEW YORK 11971 SEE DETAIL 2-2 • (2) a' DIA x b' HI6H • - / // I. 'J' y / 11MITS OF LEARINO/AKNID I LEACHINs POOL (LP) TEST HOLE DATA 7 / 2112 ELEV. + 13.5 L./ANv DISTURBANCE FRED 1.0 FT. DARK BROWN LOAM OL STREET t-� - _ ._ "` `> ;.:y'a:,:� . .:. ,;. : a.:,.r �'::: .. , ' IL! v BROWN LF 2.5 FT. SILTY SAND SM �O <65 T I N LF 0�5 TO 16.4 FT. PALE B SIR REMAIN RMANENT STORM WATER ROWN FINE SAND rf� coo 72.5 0- W NTROL MEASURE ad z- EXIST IN 7 NEW DRYMLL TYPICAL SEE WATER IN PALE BROWN 'Lj FINE SAND SP Cn I<. UTILITY EXI ;T WELL 125.00' DETAIL 1-2 17 FT. 4 C" 'A pool LE LIMITS OF CLEARIN Eauip�hE COMMENTS: WATER ENCOUNTERED _j Cl) kD LAND DISTURBANCE NTRY WALK rp FT Air,>F_ VACANT 15.4' BELOW SURFACE, ELEV -1.9' EXIST BLUESTONE PAVEFR5 ON Uj A-RA W Z NEW ABOVE 6ROUN N/O/F OVERHE I FRAME DIANA SCHWATKA Uj WIRES / ELECTRIC AND UTILITY LINE z SHED LU C.) LLr A. N ER&ROUND WATER LINE FROM PUBLI NEVI U I DRAINAGE CALCULATIONS FOR AREA OF WATER MAIN AT ROAD TO RESIDENCE LU- NEW ROOF RESIDENCE & GARAGE M m NEW UNDERGROUND (SAS LI :+ '`' -.f \, I---e-,- - DWELLING FROM ROAD TO RESIDENCE DRY WELL AREA X RAINFALL x RUNOFF FACTOR 2,CI62 Sr X (2/12 FTJ X 1.0 = 4q4 CU. FT. 101F NEW UNVER67ROU /50, N Jr' 11 FENCE "POOL ENCLOSURE" U5E: (4) & DIAMETER X 4' HIGH POOL ELECTRIC/CATV SERVICE FROM FRANK BIELER A 0 K, -75 CU. FT. JOYCE BIELER POLE TO RESIDENCE APO WITH (SATE (4 FT HIGH) (4) 8' XX04' STORM DRAIN RING = (5 NEW ELECTRIC UNDERGROUND UTILITY LINE I PROVIDED REQUIRED FLR'P_L_ 675 CU. FT. > 4C14 CU. FT. NEW UNDERGROUND &AS LI 6 A6F 15.5 :20, \1 FROM ROAD To RESIDENCE E 4;5- I.UI &ATE 3CF-5so NOTE: ALL STORM VNIATER RUNOFF TO REMAIN ON SITE STA61NC7 AREA AND PROPOSE I 5TRU0, _5F_T5A0K- V,/ CONCRE I WASHOUT AREA Ic I I 1 1 S7"" . C, ELECTRIC METE TEMPORARY ER05ION CONTROL MEASURES t5 PROPOSED SILT FENCE DURING I I / CONSTRUCTION SEE DETAIL 5-2 J" 26x4o FT P60L BY EYq FENCE "POOL ENCLOSURE" .5 OTHERS TEMPORARY EROSION CONTROL MEASURE (4 FT HIGH BY OTHERS PROPOSED SILT FENCE DURING CONSTRUCTION SEE DETAIL 5-2 PROJECT NO: SID 1506 41-1. Alf YAJ;;�b I DRAWN BY: w. UT \EXf TING/ CHECKED BY: NbOD5"T6 T$ IMITS OF/0LEARINC7 AND LLI RE�A IN LAND visTuRemrE rz DATE: 12/04/16 PNOObe T6/ I SCALE: 20'-0" 125 iu� 04 PILE 8'k j5 SHEET TITLE: ACT- DWELLING Z 147 208.31 N101F 1�- 207.941 DEF-D JAMES P. HOWARD N101F OLIVE HOWARD GEORGE JOOST (USES PUBLIC WATER) ANNETTE JOOST 15.7 DWELLING SITE PLAN DWELLING DWELLING N101F Ili FENCE "POOL ENCLOSURE" MICHAEL FEDELE 15 N101F MARLA FEDELE (USES PUBLIC WATER) 72750930 VINCENZO POSILLICO (USES PUBLIC WATER) (4 FT H16H) P(D LA MARGARITA POSILLICO SCALE: 1 11 20 1,011 (USES PUBLIC WATER) SHEET NO.: Z 114 T ROAD GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers), see detail 3 2. Clearing of trees and brush in areas shown on Site Plan 3. Installation of the driveway stabilized construction entrance, see detail 2 TOP OF EXISTING 4. Excavation for a new building foundation (+/- 3 ft below finished grade) GRADE 5. Construction of a new foundation and swimming pool AO ohl CAST IRON FRAME AND COVER 6. Construction of the new residence TO GRADE (AS REQUIRED) 7. Site grading from the public road to the area around the proposed building NNIMPMq W LO 8. Construction of underground electric and utility lines from the utility pole at the road to the new building � TRAP1=1G SLAB (SEE 9. Construction of a new underground water line from the public water main under the road to the new residence r- PLANS FOR LOCATIONS) 10. Installation of the septic system 11. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1-SP2 Z 12. Installation of underground piping from gutters and downspouts to the drainage structures _ 13. Filling and grading of soil above drainage structures J 14. Construction of new terraces 0 J 15. Construction of new driveway and parking areas including grading and driveway surfacing LL LL 48" HIGH x 48" DIA 16. Installation of new landscaping plants, lawns D ® ® ® ® ® ® ® ® ® DRAINAGE BASIN 17. Removal of the temporary erosion control measures v0 3' mIn ® ® ® ® ® ® ® ® ® WIRE PENCE W/ ® ® ® ® ® ® ® ® ® SITE DATAUJ FILTER CLOTH > ® ® ® ® ® ® ® ® ® Site Area: 64,873 sf = 1.489 ac. Z BACKFILL MATERIAL TO Soil Classification: See test hole (-- Receiving Waters: Peconic Bay UJ � SURFACE ® ® ® ® ® ® ® ® ® BE GLEAN SAND W FILTER CLOTH MIN. DRAINAGE ® ® ® ® ® ® ® ® ® AND &RAVEL Contractor: N/A W 6" BELOW GRADE FLOW - - - - H- z POLLUTION CONTROL MEASURES 0) GROUND YVATER- - - - - - - - - _ In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment W control measures including, but not limited to, the following shall be employed during construction: LU LL A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall TEMPORARY STORM WATER PERMANENT STORM WATER remain undisturbed. d„ B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are RUNOFF CONTROL MEASURE RUNOFF CONTROL MEASURE exposed. A maximum of 1 acre shall be disturbed at onetime unless written permission is ranted b the NYSDEC. Graded P 9 Y EROSION & SEDIMENT CONTROL DETAILSSTORM DRAINAGE RING TYPICAL and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in 3 NO SCALE NO SCALE accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded immediately. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments 1. Lime to ph 6.0 50' MIN COMMERCIAL 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) 30' MIN REIDENTIAL c. Seed Mixtures 1- Temporary seedlings 08 STABILIZED CONSTRUCTION ENTRANCE NOTES: EXI5TING -� EXISTING a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) Z' GROUND PAVEMENT b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in co a' 1. Stone size - use 2 inch stone, or reclaimed or recycled $• October/November. woo, concrete equivalent. 2. Permanent seedlings - See Landscaping plans Lio W _J 3 ..k• ,'•S• .. D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from Z W 2. Length - not less than 50 feet (except on a single residence lot where 30 cleared slopes. w a N c� foot minimum length would apply). �_ _� �• �� �� �� E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. g W. N $ FILTER MOUNTABLE BERM Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until D 3. Thickness - not less than six (6) inches. 2" STONE OR PROFILE CLOTH (OPTIONAL) construction is complete. RECYCLED CONCRETE F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The y y' 4. Width - twelve (12) foot minimum, but not less than the full width at points construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be where ingress or egress occurs. Twenty-four (24) foot if single entrance to 50' MIN COMMERCIAL removed or cleaned on a daily basis. site. 50' MIN REIDENTIAL G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be 5. Geotextile -will be placed over the entire area prior to placing of stone. protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust during construction. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be 6. Surface water - all surface water flowing or diverted toward construction cleaned and flushed as necessary. entrances shall be piped beneath the entrance. if piping is impractical, a ry' � �.�,Fy1T h,., �• �.. `t J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections mountable berm with 5�1 slopes will be permitted. O P p p p p ; must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance ; 7. Maintenance - the entrance shall be maintained in a condition which will measures are to include but are not limited to cleaning of recharge basins sediment traps and d wells cleaninges'`, H g g p ry and repair of prevent tracking or flowing of sediment onto public rights-of-way, all : ; : _ , M1 W sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. P PP P rights-of-way , . . g comply 9 9 p , sediment spilled, dropped, washed or tracked onto public ri hts-of-wa �••�'•�_•• �' � K. During construction, the contractor will com I with all local regulations concerning the disposal of solid waste and debris and must be removed immediately. toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as PROJECT NO: EXISTING '' shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically 1313 a 8. When washing is required, it shall be done on an area stabilized with GROUND clean u n DRAWN BY: p any debris accumulated along the temporary fence and empty the dumpsters regularly. stone and which drains into an approved sediment trapping device. ' UT The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to CHECKED BY: 9. Periodic inspection and needed maintenance shall be provided after each 0 TS rain. X the Engineer/Architect for revision of the SWPPP where appropriate. DATE: 12 M I N. OR MATCH ua AI�JAGENT ROAD WIDTH •.••`• ; •� p 12/04/15 DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE SCALE. NTS PLAN Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and SHEET TITLE: siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor paving materials. SWP P P 2 STABILIZED CONSTRUCTION ENTRANCE 10' MIN. Waste materials shall include demolition materials from the existing building structure, unused building materials and products,NO SCALE trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily DETAILS stored and dumpster shall be emptied weekly by a private carting company. & NOTES SHEET NO.: BIDDING & PERMIT SET RIS PROTECTION FOR OPENINGS F073STRUCTURAL REVIEN BY STEVE MARESCA, PE WIND-BORNE DEB I as-O� Y�IEST MONTAU�G H I GHJ�IAY, HAMPTON BAYS, NY I I�46 FOR Y�IALL OPEN I NG PROTECTION 0�120 MPH �-S�GOND WIND GUSTS PHONE 631 12a cl4a0 ( MAXIMUM MEAN ROOF HF-16HT: 55 9 SIMPSON LATA - 20 RAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY s u 2 x 6 TIE ® EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: r ICE SHIELD UNDERLAYMENT S I NGLE FAM I LY RESIDENTIAL SHUTTER A S S E M B LY' I ' , REQUIRED - 24 ED FROM GE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. a', FOREST PRODUCTS WOOD FRAME FOR PANEL 5PAN5: 0 < 4'0 WIDE SPAN ° I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE uj 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4"9 I ALTERNATE • HURRICANE CLIP POSIU EN OF 55'-0" MAXIMUM ASSEMBLY: I-' 1 I SIMPSON H3 GROUND SNOW LOAD - 45 P517. �- ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ °I I FIRST LEVEL - 40 P5F. L.L. #10x3" (W/ WASHERS) GALVINIZED OR STAINLESS STEEL ' I I LIKING AREAS - 40 P5F. L.L. W WOOD SCREW ® 16" I ° CLIO.G. CLIP NAIP ON NAILEE D. FROM HURRICANE BEDROOMS - 50 P5F. L.L. Z ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I RAFTER TO STUD. - FIRE AREA WIND SPEED - 120 MPH #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) I I TYPICAL, ALL RAFTERS MACHINE BOLT 12" O.G. 1 5 - 6d NAILS EACH END RESIDENCE: X 5E15MIC DE516N CATEGORY - B I WEATHERING - SEVERE I APA RATED PLYWOOD TO PROVIDE 8d COMMON FROST LINE DEPTH - 3611 I EXTEND TO TOP OF TOP EXTERIORPLATE. NAILS a 'I n E of ALL TERMITE - MODERATE TO HEAVY uj ' TYPE OF CONSTRUCTION I SHEATHING. DECAY - 5L I GHT ° ' 1 CONVENTIONAL LIGHT FRAME HOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES I CONSTRUCTION II LTI PLE SECTION ASSEMBLY: 1/4" THICK BOLTS ® 2' OG GENERAL NOTES II II I I,�' I J'" 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I I I I I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE i BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 1 I ( I PLYWOOD 5HEATHIN6 I CONSERVATION GORE, AND LOCAL AUTHORITIES. I I I 1 I TO OVER LAP BOX 14. THI5 STRUCTURE HAS BEEN DESIGNED IN BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY J I I 1 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 1 1 11 I51NAPSON M5T2"I 0 I I/2" WIDE - 20 6A6E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LL I I 1 I I I I 1 METAL STRAP ®48" OC. LARCH 5TRU07URAL GRADE #2 OR BETTER. �,� �, GRANGES PRIOR TO AND DURING CONSTRUCTION. LL r I I 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER AS S E M B LY 1 1 ' 1 1 ' I I 2 x b ®I6" O.G. DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DE51 GNED AND SPECIFIED BY OTHERS. V) 1 I I I STUDS PARTITIONS, EXCEPT A5 NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE N.T.S. I I I I 1 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM LLu FOR PANEL SPANS:4' OR WIDER SPAN FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. Z 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4'9 I I I I WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS @ 24" OG I�, I�,, AROUND SILL PLATE 4 - 5d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L Iii. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: ' 1 I SIMPSON MST2'1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 11/2" WIDE - 20 &ASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (W/ WASHERS) GALVINIZED OR I I METAL STRAP ®48" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 2o. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW ® 12" O.G. I"I. NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO C15% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ " t;; ;:;;<,' 8d wAILs ® 4" o.c. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. otS Z . ti #10x3" (W/ WASHERS) GALVANIZED OR STAINLESS STEEL u, WOOD SCREW ® ib" O.G. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 'T. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND co Q • �4 2 - #5 REBAR _,� .� .;;; 2 x Fa SILL PLATE ON EACH LEVEL OF DWELLING A5 REOUIRED BY #10 TEE NUTS ATTACHED TO BLDG. W/ 010xl-1/2 ( W/ WASHERS) Orr ' A00 TREATED. SUPPORTED BY DOUBLE UPRIGHTS 9.0 FT AND OVER r. r..� , Y.. MACHINE BOLT ® 12" O.G. � NEW YORK STATE BUILDING GORE. J BY TRIPLE UPRIGHTS. ALL HEADERS TO BE im•N< 0w SEE FOUNDATION DWG. "�+':�,'.'- MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING. FOR DE-916N. : "d ^`''ti 5/8" ;x 12" A.B. ®48" Oc. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVER51ON TO K w/ FENDER WASHER' 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT t-- W" WINDOWS - GLAZED OPENING ' �. aZ PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE w . w Q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 Q N 0 o PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS, EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. w • N o IN ACCORDANCE WITH LARGE MISSILE TEST OF _ ASTM E Igab AND OF ASTM 1886. AND DECKS ETC.. 23. THE NYS CODES AL50 APPLY TO ACCESSORY Q • • v CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. PANELS TO BE PRECUT TO FIT OVER W INDOW5 WITH HOLD DOWN + SHEAR CONNECTION HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD N N ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NY5BO CHAPTER #2504.c1 b THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. _ xw r f a as C. '4n., •�', NAILING SCHEDULE FRAMING NOTES � ; i'` �`,' _ 1 j- OOD FRAME CONSTRUCTION MANUAL AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED " TAKEN FROM 2001 EDITION W 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4 s, 350." PAPER ASSOCIATION BETTERS FIR-LARCH STRUCTURAL GRADE No. 2 OR ox.. EXTERIOR EDGES AND 6 d@ 12" ox.. o SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. NO: 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" PROJECT NO: h MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1506 RAFTER/TOP PLATE 3-5d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o X10 0 CEILING JOIST/TOP PLATE 3-5d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURID-I-FLOOR, DRAWN BY: CEILING J015T/PARALLEL RAFTER "7-16d (FACE NAILED) EXF05URE I, 3/4" MIN. THIGKNE55. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE (JT CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-5d (ea. end 1-1/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFT�R 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS o Flo RIM BOARD/RAFTER 2-Ibd (END NAILED) 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED DATE: WITH DOUBLE UPRIGHTS, Q'-0" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-Ibd (FACE NAILED) CONNECTIONS. 12/04/15 o TOP PLATE AT INTERSECTIONS 4-Ibd (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA • h STUD/STUD 2-16d (FACE NAILED) HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD :2-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. GORE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: 0 0 ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR IO < o <,45 BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB w w o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( sky I ights, STIFFENERS SHALL BE REOU I RED AT ALL LOAD AND STRUCTURAL hBLOGKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 6ABL1= ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 0 LEDGER STRIP/BEAM �. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 0 100< o c45 EAM 3-16d (PAGE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS to 0< o ('50 JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) PROVIDE 8d COMMON NAILS ® 4' O.C. BAND JOIST/JO15T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6" O.C. BAND JOIST/SILL or TOP PLATE 2-Ibd (TOE NAILED) WITH RATED GALVANIZED MCTAL CONNECTORS BY HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TVP. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/'2" DIA. 100< o X30 O PLYWOOD ROOF DECKING 8d m4" O.G. EDGES, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12" O.G.. STRIP SHEATHING 8d (ONE/RAFTER) SHEET NO: PROVIDE 6d NAILS ® 4" O.c. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd ®4" O.G. EDGES, ®8" O.G. FIELD q. NAILING 50HEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING 8d a6" O.G. EDGES, ®12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT A MI D CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED A5 A CONTRACT BETWEEN BUILDER AND OWNER. I uj I 24'-0" 32'-011 I 24'-0" C.) Q 10 V 01 1 n 3'-6" 1.7'-0" 3'-6" 12'-0" '71-511 40 v a- 0 W i Z I • • I 81-by211 (2)#5 CONTINUOUS REBAR, TOP OP ti� I WALL V x 12" ANCHOR BOLTS @32" OG ui ---_ w/3x3x91(b METAL WASHER, 12" 3'-8y2" I - ------------------------- -- ------ FROM EACH CORNER .r I L----J I ' 8" THK. POURED GONG. r I +y l I 1 I V I FOUNDATION WALL w/#5 REBAR = I I I r;; I O i 024" 0/0 EACH WAY, w/36" SPLICE f (2)2x8 TR. WD. L_ - I( )2x8 TR i I I to I� i ;. AND PER SPEGIFICATION5, I I I I I® I I IGUID APPLIED DAMPPROOFING 1 It7 II .{' IQ ; , I --------------------------------------------------------- -------- 1 �1 I tV :IJ i I IIS- I� O 1 ui '.: I 1 � ..• ------------------------------------------------------------ �:;� � � 2x816" TR. WD. D.J. _ F _ 2x8®Ib" TRI WD. D.J. I a�• I I II'-2" �/ \ IT 8 I •;" I - x I b 8"xlb" POURED GONG. FOOTING r I :? in N i i I % ` I i SET ON UNDISTURBED SOIL w/(2)#S .J I .�I I II. I , I CONTINUOUS REBAR Q I I I •:.. _ LL ,.r• ------ - ------------------------ -------------- ----- --- = P OF BRAGS TO SUPPORT :.:-.•:•:, :r.:.>:.•••.�.�•�• �•' :.r•...,. ,.; •• ,,,; 77,=7777777;...., •.,•;,: , r, •,•: .''•' — .l I I •�• `'� I DROP TO I ::r•'• ':YI• .4`":•%'e•'• '� �t . ;•�'' .:li,.•a:•i` ,r..: •Si:'ly.f• .: •+. 1:`: —�-- w•-1� — � — + •:; I y __________________________ ----____ __------ -------------- _____—__ UJ _J 5- )4" A.P.B. hr �°x�4 i GIRDER LL ,4 1y211 lop z It L------------------ iy I I I 12'-3y2" lo'-IV:211 1 �� rl l_J/'+��11 I ; 1 I III_�211 • :\'i�•.;.I.:y.',��..:'�'.,f `'�'•;•.' �, `"�y'' —1— —_IIF✓✓_ 1 1.1 I • 411 THK. POURED CONCRETE SLAB i I ry I t ABO\ =, ON COMPACTED I •� I I cv �� I i I - I:r I I •` I X ; SUB-GRADE, W/bxb, #I0/#10 MM I I r--- 3dx) I; Ul l 1 Ito I UP It 411 I i:• � j ': � `f'" - I I �? 10 I F�--1 � I �-- �I t I :ti. •`•: �}..r.: ,,�.....�. ••�'' - I ------ -- I ------- r----------------- }: i I Q 4 THK. POURED CONCRETE SLAB 1 I w/6x6, #10/#10 WWM Y' _ a-12" TJ1�230 ®_Ib" O.G. _ _ -T it I Z — — — — — — — — — I — — — — — — ------------- ------------� — — — — — — — - -- — .1 �'• a ' � I I i t I I I , `• O M LL ., 1 •t3 I Lam— ��—�— ..}� •-ham — —��— ,. r•;.:• /..: .lti./•'.l•. •: •{;w I H � m I IP.B. or W 8x2 I I ;..:... . ; ,.. , W J �: :. w I I 1 n 1 " v' i I I I I I ----- Q Z Q -O i--------------- � w I :~'•:j w'S ,�.t r:..•V� r1S"!a I:Yhy`.;�. :1'J 1.:1''•�:•'�:r S•. ,,, ... :t i_ ..y• {. �:;' }',; L I u n n / C. 04 •.,!.'t' is i; s n"�: :i v . 0 1:4i 't :: w :i t .: "� _ t r•., v. :., !'''',.. :.1:... t r ..:yt; r :r'.7•';y?�." ....y. r', r;: x36 xl8 POURED GO I I I I N W. x M ---------------------------------------------------------- ----+ - -------------------------- ^' I PAD w/3 i/2" O.D. STL. PI E i I I O M COLUMN (7YPa T_ Q ~ I I� i I � I I I �'' i - I N (A• I I ' 1' x r �I ct�m 2x8 TR_= — c0 - I ,; - --- I GAS i I 1 Q I -----------..---- ------- - FURNACE I I I _ .fl — I m I xIO®I b 11 TR_WD D.J. I '" I - - 1'-4" i ':. I I I e'�n� of f ; 11-411 10'-3211 '-511 I 10'-3y2" O ; IN I (2)2II, x10 TR. WD. I I�---- — ----------------- --- }. L------ -----------------J .al• ,.. L-- --I----------� .. �y:. L--- -r . ;.>,�. (3)2x8 TR. WD.— L ------------------- -------------------- ------------------------ --------------------• -- PROJECT NO: 1506 I 24"x24"xl2" POURED GONG. DRAWN BY: TS -411 FOOTING w/8xlb" G.M.U. PEDESTAL w/(2)#4 VERTICAL REBAR (TYP) CHECKED BY: I DATE: 12/04/15 7'-3" 8'-a" 8'-a" -t'-3" SCALE: 1/4" = 1' - Off SHEET TITLE: 21-011 1:21-011 I BASEMENT m OT PL A N E3 A S E M E PLAN SCALE: 1/4" = 1' -0" I I SHEET NO: I B I I I'mmm G E RM I T 8x12 FIR BEAM 5/8"xll"x7" STEEL TEE. (3) 3/4" M.B. COUNTERSUNK 4 PLUGGED 3/4"xII" STEEL PLATE in 24'-0" 52'-0" I 8x12 TIMBER BEAM 201_0„ 1 PLAN VIEW UJI 1,21-011 2 ° CONNECTION DETAIL na TIMBER BEAMS V p SCALE: 1" 1' -0" �. 3'-6" 1-7'-0" 5'-6" MAHOGANY TREADS TO I 24'-0" GRADE w/PVC CASING ON uj 4 STRINGERS I UJWRISERS 4'_q" 8'_3" 10'-8y2" KITCHEN, MUD ROOM, BATHROOM 4 8" 51.011 8"8" " 8 ♦^ LAUNDRY q'ROOM CABINETRY BY OTHERS11 �♦ (2)2xIO MINIMUM HEADERS uj (3)2x6 WO D COLUMNS 244DH 244DH 24 DH CASED w G 3050* 3050* 2 6 D (2)2x10 HDR HAND IL I WCD / HOSE .. i----- --- BIBB I STUD*r I T I NN " ANTHONYOWER BEAM _ i I ! O 3 I/2 xll 7/8 A P I I BATH --- - % uj Ic I = FRONT FORGH I 1 N ' ---�--- Y 25'-5" HOSE I x N .fl 24 DH BIBB 24 DH i H 2 D x O 2 30 20 0 1 4 8,16 ) i L m I m V- 09 Lu ;_ I.L. �2„ ro _ = 36xg6 1 Ouj OT � � �110/,) ER m - - P WDER KIT HEN = I � pry' o� Z II-7/8 TJI/5 12" O.G., OR JOISTS i T WOOD LOOR r ( II- 8" L 'L - +H� _ry GOATS -9 - �I CD PANTR -�' OI -- -__ - -- --- --- SHELF 4 POLE N al o HVAC CHASE pl MASTER N O N P D CON ,c S_Hn '_ " --- --- ___________ 3 6 I O 1 N 1 I N Ip- > � ABOVE, O OMPAC I R� i -1i 1 K-I �I � BEDROOM > M I x - v 1 A ® WOOD FLOORING PER `" SUB-GRAD , /6x6, #lo WWM 1 N Nx CLOSET I - - UP I m N ^ QIP-I z p., O SPECS ON 5/4" PLYWD. O lu SUBFLOOR (TYP.) 244DH PROVIDE D F PLATFORM = KINE-� D- �' m ' _ 2436 4 STAIR GRAD /°j " PLYWD. O - I N I l0'-6" 7 -� Iw O �I m o o� SUBFLR. 4 ISH FL R G I 1 Im I N M O „ I i X - -1 I I) Fil WALK-IN =N �-F� f i0 Z' ,S� ,� Q =N MUD I R , m ' I UP r CLOSET �' - c) Q• a i(1 1 -I/2" O.D STL. -. -----------`* - 0, _ COUNTER - - - SHED 4 POLE - - - - FhW3080 - - - - - - - - - - - o A (3) II-7/8" LVL N �- CF_ ipE G a __ 8x1 FLU fAIL TIMBER 5EE i�E8x 2 FLU H �fIMBE I 1 1 1 I 1 �c FHW 080 = w I I I I I I I I " NJII III1, , IIII IIII IIII III1 O IIII III Va �O�'�0Q�, II II II gI I 8 II II II II N II II 1 tI q I �� O �` ( (V � • _vQ N uZT U-) UP W- IT le „ b )2xIO HDR ^ W 04 U t4Q 24 DH 244DH 44DH 1'>I 1_L-- I I hI I I P A OOD I I I I Q H• V 2436 BIBB HOSE 2 3 10- I I I I I I I�I i I BU IN& I PLAG i I`.I I I I I1 =N ¢ I I I I I I I I I I I I w I I 1 I y pCtoIQ1 I I I I IQI I I LV711N&- I I I I = ill Q a IMI I I � I IWI I = N Im1 I I I I iCIR: I I N I I I - - I I I 1 I I 1 1 I I WOOD ORING Pd I I I -I I IQL1 }I , I I ,11X, I I I I5/4.. ” SCREENED i cQ 1111 I1�IN I I 111 I I I SPECS NI /4 PLYW •IO (� I I I I I I I SUBFLO I� (TYP.) I I I I I I I N 1 I I — O N DEG ej I x I fcvr 12 1 1 1 x I I I 1 1 I I Ixb MAHOHANY DECKING ON Qr dJ TREATED WOOD FRAMING I I I 1 I I 1dl1 I I I I I I I fn ��� I I I I Ix MAHOHANY DEG INC ON r ATED WOOD F MING I m `�- �- I _ 24 Y4G SPRU� D GKINGI ABO I_I I uu w a I PLYR5 '7i0 IM TGH H pT4 5EC, D I I I I I Q Y2 3 1 1 I 1 1 I I I I I I 1 1 INI I I-7/8" TJI/sbo®Ib" O.G. r- i 1 I I I I I I I I I I I I I x l /SA j- I I I I I I I I I I I I I I I I ISI O 'r �� � I i �.018$50-1111 111H )2x10 CASED HDR ------ -A/2 -L> LL------J L ------ L- -- ry % i r �J III244DH 244DH 244DH 244DH 244DH 244DH 3060* 3060* 3060* I 3060* 3060* 3060* PROJECT NO: (3)2x6 CASED POST w/POST 1506 CLAMPS TOP 4 BOTTOM (TYP) DRAWN BY: TS I FUTURE REMOVABLE SCREEN PANELS at-Oil (NOT IN CONTRACT) CHECKED BY: I DATE: 5'-Oy2„ 6,_�2" 15'-4" 5'-4" 4'-2" 7'-5" 8'-q" I 8'-q" -1'-5" 11'-4" 12/04/15 on all SCALE: SHEET TITLE: 12'-O" I 1st FLR. 36'-O" 32'-0" 12'-0" PLAN I [Fm I R S T L 0 0 R P% L A N— SHEET NO: SCALE: 1/4" = V -0" I 1'745 sf FIRST FLOOR '755 sf SECOND FLOOR 2455 sf TOTAL 57RO55 HABITABLE 576 sf GARAGE I ' 2 Lu 0 KITCHEN, MUD ROOM, BATHROOM 4 LAUNDRY ROOM CABINETRY BY OTHERS W Z I 3'-6" 3'-4" 4'-10" 4'-10" Ask uiI I 243 I I 1 � � I I 1 I 1 I 244DH _ Lu I2x10®16" R.R. 2x10®16" R.R. 24 0 - - - - - - s ' I I 1 ' I I I 1 2x1016" R.R. _ _ 2x10@i6" R.R. I I O - - - = 24 H I Q I I LL 2x10 PLATE TOP OF —— — - ----- - -- -- - _ - - - 4 * W I �. GARAGE FRA INC ' ' 456 �. 2 10'R.R I x I O ATE ' LAN I NG1 Wl 1 _ I W d I _ _ , � �Tfi I G Z ---- - -- 2x 10®I6 R.R. IDN - N - s/411 PLY SUBPLR. o : b I I 1 ' 3 'j RA G . �.JOI S � HVAC CHASE 1 OVER RAGE .' ATTIC G _ 1 I ®1 - - STH __ olben - --- �L P -y g/" PLYWD SUBI=LR.\ `� SPACE IN 1=_PAMING 11"1/6" L RIDGE I I 4 F �\\ I s/4" PLY . SUBPLR. I I cV I +8 1 1 v �/ " �J- I 2 O � 1 1 ® i 4'_0�� 8' ��� I to Q• M O I I N 1 Nr 1 ' Y := - - - - - L I - - I - - —F ` - - - _ PR IDE (3) xb - - - - - - - - - - - - - - - a I 1 WOOD RAILING PO TO RI G I o I � I I � +6 ------ W J. � � w Q i SHELF s POLE (2)II- /8" LVL RIDGE O SHELF 4 POLE _ E Z " I -- -- HALL ____- __________= DN ' -1------------- LINEN 1 -� W.Now 0 w o i 1 CLOSET �0 ' I we0 he0 Ip G 05ET0 ' W� a N U TrTr 436 I i =ry o o I PROVIDE (3)2x6 xi x M - N N 1 POST TO RIDGE I m % ' N 2_Ily24'-II"1 of =Bel V-by2 0 1 I GUEST xI CSU ST ? BEDROOM #2 I _ V �EDR OM # I WOOD OOD FLOORING N pF iLl,� ® - I 9/4" PLYWD. ON 2x O1 T$G DECKING -5( X rir, C'v �S r queen cv cv 3 I �� Oop 01 �`• t A Frt" t .00 !f1 018350-� I 3 2x10 HDR (5)2-10 HDR rr `s '✓', .i.. .iii \' "' ! ♦ ak 244511 PROJECT NO: 1506 3050* 3050* 3050* DRAWN BY: TS I CHECKED BY: DATE: 12/04/15 ' SCALE: SECOND FLOO PL A 14 '714' SHEET TITLE: SCALE: 1/4" = 1' -0" :U5'-0" 738 sf SECOND FLOOR 2nd FLR. 2'-O" PLAN I 1 SHEET NO: I h K I Blwuw& DlwlmG i I wl Y VO Lu W Z I LuI 'ROVIDE ICE-AND-WATER BARRIER UNDER ROOFING TO PREVENT LEAKAGE DUE TO SNOW t ICE BUILDUP I uiI , ZOOf: ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER ON g/" PLYWOOD DECKING ON _J 2x10®I6" ROOF RAFTERS. PROVIDE CONTINUOU5RIDSE O VENTING 0 r I LL LL uj to Lui Q GUTTERS: 3: ui OC I I PROVIDIr 4" K-STYLE ALUMINUM Z Q LEADERS ON BOTTOM EDGE OF EACH SLOPING ROOF, CONNECTED TO DOWN5fOUT5 AT APPROVED LOCATIONS 01 IN1 VENTE DRID&E ' i Z. - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - N _ Q• M � — — —— ——— —————— — — a FN- O O0- 5 W J• w _z w ~ Q 2 LL � W• v � w � Q N 0 W. ram: a'> U u)• I . O WOOD FRAME CHIMNEY w/5/8" PLYWOOD O SHEATHING, WONDERBOARD SUBSTRATE, 4 I" GONG. STUCCO FIN15H. PROVIDE —— FLASHINS AT ROOF, s F=LASHED METAL —— CAP WREQ'D. FIREPLACE EQUIPMENT. OF NEWNJ O C��� — — ——— —— — — —— ——— — - - ---- - ° =� { 6 PROJECT NO: 1506 I DRAWN BY: TS I CHECKED BY: fmlk 0 OF P L A Iq — SCALE: 1/4" = 1' -0" ' DATE: 12/04/15 I SCALE: SHEET TITLE: 11 - oil I ROOF PLAN I SHEET NO: I D muo" I IN" (mift 0mrmwill E I T WOOD FRAME CHIMNEY w/5/8" PLYWOOD SHEATHING CULTURED BRICK FINISH ON MESH. PROVIDE FLASHING AT ROOF, +# FLASHED METAL GAP w/REO'D. FIREPLACE EQUIPMENT. 411 Ell I I LU Oow --- -------------------------------------------------------------------------- A 11 1 1 W ROOF: Z k-91 IF- 7ffilASPHALT ROOF SHINGLES ON 30# BLDG. ® 3050 3050 244D* 244DH PAPER ON 5/4" PLYWOOD DECKING ON * * 3050 3050 2x10®I6" ROOF RAFTERS. PROVIDE 244DH CONTINUOUS RIDGE VENTING 2436NL -------------------------------------------------------------------------------------- EXTERIOR TRIM: ------------------------------------------ -------------------------------------------- PROVIDE Ix PVT TRIMIxb FASCIA --------- FRIEZE BOARD, AND 12" SOFFIT w/CONTINUOUS VENT WHERE REO'D. PROVIDE PVC CASED BEAMS ❑ ❑ ❑ ��\ COLUMNS AT PORCHES ORNAMENTAL VINYL SHUTTERS, �� 244DH 244DH PERMANENTLY FIXED. 51=E SPECS , 244DH 244DH 244D 244DH 244DH 244DH D31611 2836 2836 3060* 3060* 3060'1 3060* 3060* 3060* 5H I NGLE SIDING: FLARE SHINGLES 5"x24" AT ALL 22436H :111E ISPD ic ic APLR PROVIDE PRE-STAINED WHITE CEDAR BOTTOM EDGES, EXCEPT AT `� I �\ SHINGLES BY MAIBEGK OR EQUAL, ON PORCHES/DECKS `� �� 30# BLDG. PAPER ON 5/8" PLYWOOD uj \� SHEATHIN& � I6XFRAMING w/BATT INSULATION NS --------------------- --------------------------------------- ----------------------------------------- --- -----� MAHOGANY DECKING ON TREATED WOOD FRAMING w/PVG GAPS AT EDGES O LL LL I I I I I I I I I M uj I I I i I ♦^ • I I ( I v' I I I MASONRY FOUNDATION BEYOND i I MASONRY FOUNDATION BEYOND I W I I I I I I I I Z I j I j I I I I ---------------------------------------------------------------- ------------- -rL-------------- L--- -------------------------------------------------------------1---------------------------•------------- ---------------------------------------------1-------------------------------� ELEVATION— SCALE: 1/4" = V -0" ad Z cm Ana• M � a -j 2. aIleO O m W —�• w_ z H Q Z LL W• v 2 L w, PROVIDE ORNAMENTAL GUT SHINGLES w/IxbW W. N °x M D FRIEZE BOARD, TWO LOCATIONS a U I .01 101.01 N co- --------------------- - - - ------------- - - ------------ 24 624 DH 2436 �ZP�P S C. �SA � O f G. PROVIDE 12" EAVE EDGE RETURN 244DH 2436 = ACROSS GABLE ENDS, TYP., w/FASCIA t SOFFIT TO MATCH W# POO'-- ------ ---------------- --------------- --------------- LOFT M � .� � � ti �. ------------------ -------------------------------- PROJECT NO: TH JU 1 1506 ORNAMENTAL VINYL SHUTTERS, Ll IL DRAWN BY: PERMANENTLY FIXED. SEE SPECS 244DH 244DH I 244DH 244DH ® TS 2436 3050* 3050* 2846 2846 244DH 244DH 2030 203o CHECKED BY: 17'x7' UN-INSULATED STEEL OVERHEAD GARAGE DOOR BY CLOPAY, "GRAND DATE: HARBOR", SERIES TWO. SEE SPECS 12/04/15 FIRST FLOOR SCALE: 7T, 1/4 IN = 1' - 0" SHEET TITLE: I I BLDG. MAHOGANY DECKING ON TREATED WOOD I I FRAMING w/PVC GAPS AT EDGES I I ELEVATIONS I I I MASONRY FOUNDATION BEYOND MASONRY FOUNDATION BEYOND I I j I I j I I I I I I I I I j I I j I I I ----- ----------------------------------------------------------- ----------I------------------------------- I I SHEET NO: -----------------------------------------------------------------1----------T --- ---- ------------------------------- ----- ------------------------------- -I ------------------------------INORTH ELEVATION SCALE: 1/4" = V -0-1 B I D mum% 1 '1'kmm Aw" M II i . . . . . . ............ VO LI Z Roof=: ASPHALT ROOF 5HINGLES ON 30# BLDG. PAPER ON 5/4" PLYWOOD DECKING ON 2x10®I6" ROOF RAFTERS. PROVIDE CONTINUOUS RIDGE TENTINGuj --------------------------------- ---------------------------------------------------- EXTERIOR TRIM: PROVIDE Ix PVC TRIM, Ix& FASCIA 4 FRIEZE BOARD, AND 12" SOFFIT Y4/CONTINUOUS VENT WHERE REOV. MF 7112 244DH 244DH 244DH 3050* 3050* 3050* 244DH 244DH 5H I NGLE SIDING: Lu PD3180A I PD3180A 2436 2436 PROVIDE PRE-STAINED WHITE CEDAR SHINGLES BY MAIBECK OR EQUAL, ON 50# BLD6. PAPER ON a" SHEATHING ON 2x6®6"s/FRAMING PLYNOOD \` w/BATT INSULATION ` J -------- - ------ ----------------- ----- ----- ------------------ O LL LL Lu' I I I I I I I MASONRY FOUNDATION BEYOND i 3: LLQ I I I I Z I I I I I I I I I I Y I I rL-------------------------------------- ---H--------------rL----------- ------------------- L------------------------------------------L--------------L-------------1---------------------------------------------- -----J EAST ELEVA T10N_ SCALE: 1/4" 1' -0" ad Z• Fi co Q• M a '4 a J W -J. O z 3 x a z ILL a D W. V W c WOOD FRAME CHIMNEY w/5/8" PLYWOODa N c� SHEATHING CULTURED BRICK FIN15H ON W• N = MESH. PROVIDE FLASHING AT ROOF, 4 FLASHED METAL CAP w/REO'D. FIREPLACE Q �— EOU I PMENT. cl) (1)- i roDG. ` 244DH ELEVATIONS � 3050* LINE OF ROOFS BEYOND PROJECT NO: 1506 ------------r------------------------------------------- -------- DRAWN BY: TS CHECKED BY: HnH ® DATE: I PD3180A R ISP 8 ASR 24 6 2436 12/4/15 SCALE: 1/4111 = 1' - 0" ' SHEET TITLE: -------------- ------ -------- ------ ------------- ---- MAHOGANY DECKING ON TREATED WOOD pP NI EF�j FRAMING w/PVC CAPS AT EDGES s 0,p I I � �1' lY f,�`,�i •�. MASONRY FOUNDATION BEYOND SHEET NO:�.. I I I I I I ' I I I ----------- ----------------------------I-------- -�---------------------------------� �------------------�--------------------------------------------------------t -----------------------------------------WEST J • - 36 0 ELEVATION SCALE: 1/4" = V -0" ,;. .,. I D D I N "PER' M I T B 1 � uj Y 00 VENTED RIDGE GAP (TYP) UJ Lu ! Z I r-- ------------------------------- Lu 12 12 ASPHALT SHINGLE ROOFING ON 30# BLDG. 10 I \ Q PAPER ON 5/4" PLYWD. DECKING ON 2x10®Ib" RAFTERS. I b" GL STS w - ,- 2x8®I 6 JOISTS /R 30 BATT INSULATION, GYP. BD. FINISH BELOW TOP SECOND FLOOR PLATE j \ \ \ /',/ /^'\/ ;� / �/' /\ / / /•„ \ \ k X . 1 ,� Y .x X �. f Y `; X >:�: _k' X ? a. _ X k Y i' k I TOP SECOND FLOOR PLATE ' Iuj NN, 12" Ixb PVC FASCIA w/VINYL VENTED SOFFIT BELOW d Ixb PVC FRIEZE BOARD LINE OF ROOF FRAMING BEYOND I \ GuSF`. _ LL Ll. "' I SDROOM� VINYL GLAD WOOD WINDOW. SEE PLANS 4 SPECS. FOR UNIT DESIGNATIONS UJ ASPHALT SHINGLE ROOFING ON 30# BLDG. ST�t R E1-1.- ' g WOOD FLOORI ON /4 PLYWD. PAPER ON g/4" PLYWD. DECKING ON 2x10®Ib" �% i SUBFLR. ON 2x T46 WOOD DECKING RAFTERS PAINTED GYP. BD. FINISH I i ON TIMBER F ME BELOW. ALI-5N ROOF OVERHANG CONTINUATION OF MAIN GABLE ' ,.'� SURFER. w/SEG ND FLOORNN �`.� ��;�� W Fm Z TOP SECOND FLOOR 5UBFLR. � i Lo / \ TOP SECOND FLOOR SUBFLR. I 12 8x12 STRUCTURAL TIMBER BEAM CEILING 41 Ixb PVC FASCIA w/ VINYL VENTED SOFFIT BELOW 4 Ixb PVC FRIEZE BOARD TOP PORCH HEADER 2x8612" O/G F.J. II, i Ixb T46 V-GROOVE CEDAR I CEILING w/CLEAR FIN15H L I\v/I I (5 ROOM VINYL GLAD WOOD WINDOW. SEE PLANS 4 06 Z' p = SPECS. FOR UNIT DESIGNATIONS BUILT-UP COLUMN BEAM ENTRY PORCH II / i PAINTED GYP. BD. FINISH 0 y Q. s GA5ED w/PVG E I�TR� LL m dJ II ` � J �• c R f Ixb MAHOHANY DECKING ON WWo WOOD FRONT DOOR d �I \� WOOD FINISH FLOORING ON V PLYWD. ° TREATED WOOD FRAMING 51DELISHTS 5UBFLOOR ON TJI FLOOR JOISTS. SEE W -J• w Z 3 x PLANS FOR SIZE OF STRUCTURE. _ R z PROVIDE R-30 BATT INSULATION BELOW = W• M a W• N x A II � \� o TOP FIRST FLOOR SUBFLR. I! Q ~• U J�� }�\ kFLARE SHINGLES AT ED6E5 OF -- {U� J�x�/ \U, / ' ��•� X X J � � X�, ' �'� . ? WALLS w/o PORCHES = TOP FOUNDATION STEEL GIRDER OF WOOD POWER BEAM SEE PLANS. ; ,�'� (2)#5GONTIN. REBAR TOP OF WALL (2)2xb TR. WD. SILL w/TERMIT'E SHIELD '�' / / \ \ "'��: 3-I/2" OD. STEEL PIPE COLUMN n• 5�ii n s ��c O9 MTF fr%T /X\\, / - , , / / / e x 12 ANCHOR BOLTS ®32 OG w/3x3x/(b �v m_� �✓ °�, \ /\ /\/ \/\\/ -� \// �/�\METAL WASHER, 12 FROM EACH CORNER , C. 'o O.�''•a / \\/ / \/ / / / / / YELLOW PINE STAIR TO / \ \\ \\ . \\ \\\ BASEMENT w/OPEN RAILINGS \. U' , / /8 THK. POURED GONG. FOUNDATION WALL -Z \ .,� ---___-- „ /#5 REBAR ®24 O/C EACH WAY w/36" '\� /X \SPLICE AND PER SPECIFICATIONS, w/LIQUID 'i, / / / / / \� 'i;•+ I I / %� \ � ///\' APPLIED 6AMPPROOFIN6 � �" � •�,;_ "" `\ /\\ \\ .s.;: 1________________� I 4" THK. GONG. SLAB REINF. w/b 6, 10,(o "`�` \\,/\\� \\/\� PROJECT NO.: \/ WWM. PROVIDE CONTROL JOIN15 'r ; \ / / / / // / \•; r ________________1 I j'y;'::: / // / \ / \ , 1506 ; " \\/ \/\\\\ DRAWN BY: TOP FOOTING / / \ \ \ \ /\ s.:.-��.'�• .:♦ 't ll•.'�:•.•.:.`.:.r.•.:•:.• •.Y.•�: -t• L.'a..x.y ..5. .Y•.ti,'.y; ••ti •`ae; 's' •:':%t.a ..•r�•.c v•."A: :4r F; l..•:.�..• •�;'1.. �r'�:•a`!.i. w.!•: J,.....i.'r; •S. / / T :a of : `.1 : :jT. :r•.•� .ai •.' / // •\\_/i \// TCS /. / / \� /' �,/\ \/ / /\ i j• / %:j. . .. / :\ = / \8"x16" POURED CONC. FOOTING SET ON \\ \ \\ \\\ \ ' + `" \ /\\ `II`\. \ / \ \\ \ \� \/ \ / \\ \\ \\ \j ; : \ \� \`\ \\UNDISTURBED SOIL w/(2)#5 CONTINUOUS REBAR CHECKED BY: \/ / / \/ `. / \.` / \\/\/ \/ / \/\/ �/\\ \%\ i i \/'\/\\/\/ / // \� \/i /i j' '\�i/\/ ` //\\/\ \% j/\\ DATE: 12/04/15 \ \ \\ \ \\' \' xy SCALE: /\N \ \\\ �\ SHEET TITLE: II II - ii BUILDING - f _ 11 ii SECTION ON- SCALE: 3/819 - 1 0 „ II SHEET NO: BIDDING & PERMITS A 10 Lu 0Y I O 1 i 1 i w i Z j VENTED RIDGE GAP (TYPJ I ! - 1 1 I I 1 I 1 I '-011 I , ! /i - - l VENTED RIDGE GAP (TYPJ ui10m / \ noo i i GUEST > \ ASPHALT SHIN61-E ROOFING O LIL EDi�OOM = j \�' II R IAL//L 5ATH // \\ ON 30# BLDG. PAPER ON s/4" / PLYWD. DECKIN6 ON u- PAINTED GYP. BD. FINISH I / / 2x10®I6" RAFTERS. LLJ1 7P AATT G 1 \ i' I \ ` I2 W LOFT �'\� .\�lo Z _ _ -- _ - - --- - - --- -- I s/� TH. PLYWD. SUBFLR ON TJI FRAMING. SEE \\ ,� PANS FOR SIZE AND ORIENTATION ` \ 11 \Y' � i \ �y ' r�\�, ,� .,/r �, /` � �� l k Y/A\ 7 �,�" Y r. •i ,i\ i\—— --- - _ - --�--� _ ���\/ � \, --.� ,� 1, k .._� -/' \�i-/\. �. - i % -� ' 1 YELLOW PINE STAIRS ' 1- -1 I -- - - \ w/OPEN RAILING - GLO ET ❑ ! ❑❑ ❑ MASTER ' \ PAINTED GYP. BD. FINISH ! I ISH STAIR AK <11 G _� - "' N Q ADS PAIN POPLAR a WOOD FINISFf FLOORING ON s/4" PLYWD. ! I ERS AND INGERS I'i MU �OO \ in ' -- NO FINI ON' YV LSO CEILING o 0 SUBFLOOR ON TJI FLOOR JOISTS. SEE � _ �- � \\ PLANS FOR 51ZE OF STRUCTURE 1 ---- W J• a z LL LL V W o \1 __ 411 TH NG.SLAB NF. w/&xb, 10/0 Q I-• u \ ' I\\ ' -�/ MM. VIDE CON JOINTS FLARE SHINGLES AT ED6E5 OF � �� ,J`. I � �..� ��_❑❑�u � _ \ \� ��,X.�. ❑ �; a' �. k 1' \ WALLS w/o PORCHES j STEEL GIRDER OR WOOD "POWER BEAM". 4; �.rr.,Y;,, e . .;� .•r.?:•Y:,; .. • •rY ! •i '."•• :i r ..f•;: .:.:: J r' ! 'i.'.• n ..T 'r•k. •Y':... r 'r` ,. :v'� ::•. .: .Y.- ,•r '... •;� - - - 5EE FLOOR PLANS if; �; �\ � \:n •. \ � \/ \ \\ � � ,\ ••i \• \, µ •/ / \// /// /(2)#5 CONTIN. REBAR, TOP OF lol L"L (2)2x6 TR. WD. SILL, w/TERMITE SHIELD I , \ \/ \ \❑ \\' \\ \X>/ \ \ / ' \\\ '` \' \ \\/�`\\�� '�\ :'"~ ' \ \ ... ! TJI FLOOR FRAMING (SEE PLANS FOR ❑ \ \ \ \ \,.\-x \ \\ \\ s 11 11 11 s \ ,;"\ -fit \ \\ �f� -� �' a. yr•;, \ ,\ \ , , \ /s x 12 ANCHOR BOLTS ®32 OG w/3x3xi(b'/ \ /};,,�; G g C. . a 1 SIZE 6 SPACING) w/R-30 INSULATION :' ? / // \/ / // // / / / / / /METAL WASHER 12 FROM EACH CORNER : \ / _ �' �• 4" DIA. STL. �OLUMN r4/BASE , ' % /\/ \/\\\/ \/'\\�/\\�\//\\// \'/\ /\ '/' �\\/\� ❑/ s:;' \\\ 4 \ \ PLATE ON RAINF. GONG. FOOTING . -\\ /\ `\\ \ \\ \ \\ \ // \ = j YELLOW PINE STAIRS ,�+, \�/. ❑\ /\X/, '//\/``•• " K�/ / /\ •;l.. ! w/OPEN RAILIN6 L/ 5EMENT •�:+ /'\/%\/ \ \ \ /\ /\ \ /\ \ II /\ \� / \i' /•. // \ ./ \ \ .ra / << r- / dJ -- -- --- ! '•:•: "/' /� i j /// /// //// /// 8 THK. POURED GONG. FOUNDATION WALL 183�� C, \/ I \ \ \\ \ \\, \ \/ \\ \/ w/#5 RE5AR ®24" 0/0 EACH WAY w/3611 .;;:, •`' ' \11 \ /'\ \ X,/\ /\ \\/X>/\ SPLICE AND PER SPECIFICATIONS, w/l.IQUID j ,\ \ ~• \❑\ RSG 4" THK. GONG. SLAB REINF. w/bxb, 1O�(o .,.' ❑' \,� // /�\/ / � \/ //� / � APPLIED DAMPPROOFIN6 ' �• � � � k .' r'...J J ' • t• \ \ /\ /\ \ \'`\ \ \\ \ \ \ \ \ \\ , \ \ \ \ \ \ ' \ \ \ \\ •1'1:• \ \ I \/\ MM. PROVIDE CONTROL JOINTS �. \ � \ \' /\ \\� \ \, \/ / /\`�,, \ \ / \ � \ ' \ / •;• /\ ~ \\ •• I\ --- ;.i \ '\ \ \ '\\ X ,\, \ \ \\ i\\ /\ \,/ �, \ \//\ /�\ \ PROJECT NO.: j';/ \//;// // \/ \/ \///./ \\//\ ' / '�� \/'\% ❑ "'E \/ 1506 TCS \ s'. .. \;' \% \;" \;' `\i ;❑ ;\ :s , i \ \ DRAWN BY: \ .. \/ \ v ♦ { .. ... .... .. : .. .. n. ... :.. �.. ..v .. , L .' ..jar.'.:.' �.v � / . . .,,nr..z .,,. .. .••... e .. •. ...s , . . ,:.. ..r . .. .. . nJ•1,.,.1 J., t a . ... ... ,. Y�. .,, ..,.. , :.:. � i '/ 8 xlb POURED GONG. FOOTING SET ON �;• � / „:,- , \ \ \' \ i\ / / \ \' / \ / }/ \/ \ ' i\ /\ /`, /\ \ /• r\' \ \ UNDISTURBED 501E W(2)#5 CONTINUOUS REBAR / '/ / \ \ / J \ �• �: \ \ \ \ ,\\ \ \ \\ % \\ \ \\\ \\ \ \❑ `\ \\ \ \ \ \ i \ \ \ \ \\ \\, \ \ \\ \ \ \ \\ \\ \ \ \; \i \ \ �\ \\ \\ \\ ,\ / ,\ \ CHECKED BY: \\ \ \\ \\ \\ \\ \ / \ \ \\ \❑\ \\\ \\ \\ "XX/I\\ \\/ \\/\\ \ \ / \ \ \\ \\ \ \ \ \\\ \\ /\\ \ � \ \ \ \ \\ \ \ \ DATE: \ \ /\ /\ \ \ / //'>X/'\ \/❑/ \/ \/\/\�%\/ i 4;��\ ❑! \ \ \ \ \/\ 12/04/15 \/\/\/\/\/\/\\� /\/ /\ \ \ \\ \\ \ \ \ \ \ \ \ \\ \ \ \, \\ \. \ \;\, \, \,\ \ \ \ \, \ \ \\. \\ ' \ `\\, \ SCALE: \ \ \\, �\ '\/ \ \\i\ \/ \ ` \\\� \\. ❑\ \/ \� \ \\/\/\\�\❑\/\\\\\/'xx >//x \/\\\\ \\/\' \/ \/\\\ \', \' \\' \❑\❑/ \\\ \ /❑\\ \/ \;x /X \\\\\\ \/\\\'\\\ SHEET TITLE: BUILDING SECTION SCALE: 3/8" = l' -0" SHEET NO: BIDDING & PERMITS 40 3-1/2" SPRUNG GROWN - - - - PAINTED GYP. BD. FINISH Lu I x4 BEADED CA51 NG w/BACKBAND #5313 (TYP.) o = LOW WALL FRAMED w/2x4 Lu Lu - STUDS. PROVIDE TYPICAL Z g ° - m WA I NSGOTTI NG BOTH S I DES, j ° — - - TOP GAP 4 COVE, BASE p - - Y2" MRI V-BEADED _ dJ - cV woo WAINSCOTTING w/TOP GAP AND 77 e uj m COVE, TYPICAL BAS_ w/CAP 1 m (4 2) � -- - - - ---------------- - m -- CERAMIC TILE FLOORING ON ELEVATION ELEVATION CONCRETE SLAB. PROVIDE FLUSH 1 2 STONE THRESHOLDS AND TRIM ui N - TWO RECESSED WOOD MED. _ - GABS. w/FLU5H MIRRORED DOOR AND CASING TO MATCH Y m - PROVIDE CUSTOM SHOWER BASE PAINTED GYP. WINDOWS. PROVIDE 3 GLASS _I W/ CERAMIC TILE FINISH. PROVIDE SHELVES. O TILE ON SHOWER WALLS OR BD. FINISH LL PROVIDE CERAMIC TILE GEMENTIOUS BACKER BOARD, W/ — ---- LL RECESSED NICHE. PROVIDE SLAB ON CEMENTIOU5 BACKER ' STONE 51 LL5 AND JAMBS. BOARD W 411 DEEP NICHES, APPROX. I O 15" 50., ALIGNED w/TILE Z Pt i4n PATTERN, w/STONE SHELF _ I& A a 010 w- �t R B AA% �l i 4 JAMBS - N SCALE: 1/2"=1'-0" . 1 CUSTOM SEMI-FRAMELESS r r 1 71 � 5HOWER ENCLOSURE. HARDWARE NOTES: SELECTION BY OWNER _ 0 0 0 SEE PLUMBING, ELECTR I O, CERAMIC / FREE STANDING o 0 o m 08 Z. TILE AND INTERIOR FINISHES SECTIONS VANITY BY OWNERLF o o V/ N SPEC I F I CATI ONS FOR MATERIALS T . OTHER INFORMATION - a UJ _j• 0Z a 5I_Oy211 4'-10" W' 0 w " ELEVATION ELEVATION 2 W• a N = M � o � 3 4 " U F r. cl)• e _ -- -- - 2-1/2" BEADED COVE PAINTED GYP. BD < e \ SCONCE BOWNER _ \ / N PAINTED GYP. Y BD. FINISH / \ 1506 MIRROR BY OWNER KAVVN by: TCS CKED BY: ATEi I CUSTOM CABINET w/INSET FLAT 12/04/15 PANEL DOORS 4 ADJ. SHELVES. - —-- FLUSH, FULL-OVERLAY LAMINATE i \ / PROVIDE GAS I NG TO MATCH DOORS 112 1 -0 CABINETRY BY OWNER i W D -' \ / CERAMIC TILE FLOORING ON MRI V-BEADED - � - \ � WAINSCOTTING w/TOP GAP AND CONCRETE SLAB. PROVIDE FLUSH COVE, TYPICAL BASE w/GAP STONE THRESHOLDS AND TRIM BATHS L A U 'l%mm D Pe"WE"J" ELEVATION ELEVATION 5 6 SCALE: 1/2"=V-0" 8x12 TIMBER BEAM, w/CLOSER PANEL AT NALL UJI / PAINTED GYP. BD. FINISH \\ O UJ W 4x8 TIMBER MANTLE SHELF, w // \\ RETURN TO NALL BOTH SIDES \ / woo \ _ = CULTURED FIELDSTONE FACING ON ui \ // FRAME NALL OVER PRE–FABRICATED \ i / FIREPLACE. PROVIDE SLAB STONE \ / FLUSH HEARTH ' \ i TEMPERED GLA55 FIREPLACE m DOORS w/BLACK METAL FRAME uj 3 –8 $ ELEVATION NOTES: 0� �e SEE PLUMBING, ELECTRIC, CERAMIC. DJ TILE, AND INTERIOR EINI5HE5 SECTIONS L I V I N 0 0 N SPEC I F I CAT I ONS FOR MATER I ALSLL. BATHTUB PER SPECS. SET ON OTHER INFORMATION SCALE. 1/2"=l'-0" " THK. STONE SLAB. VERIFY uj cl) 6'-6" ORIENTATION OF .4 JIDRAIN/FITTINGS w/OWNER W Z - - -- — 2-1/2" BEADED COVE PAINTED GYP. 08 Z• m BD. FINISH \\ Ix4 BEADED CASING w/BACKBAND #8313 co a• O \ � �• cl \ NQ WJ• 0w3V \ Zwz alo L C) / $i aN0 q � W• it itM � o W• N = M MRI V-BEADED Q i--• NAI NSCOTTI NG w/TOP GAP AND N y• - -- - ---i � BATH TUB / / COVE, TYPICAL BASE w/GAP 01' - - -- - - - 11; 0 0 0 _ 0 . FIFE �.� � _� ELEVATION ELEVATION � �� C. SA CERAMIC TILE FLOORING =N — ON GONGRETE SLAB. PROVIDE FLUSH STONE RECESSED NOOD MED. GAB. Al THRESHOLDS AND TRIM FLUSH MIRRORED DOOR AND ,�,,,� Fn pRG�J tV PROVIDE 3 GLASS SHELVES. ` A,n t^ . cy - - 1506 m — - PROVIDE CERAMIC TILE ON RAWN 13Y: TCS CEMENTIOUS BACKER BOARD N ' FAINTED GYP. 4" DEEP NICHES, APPROX. 15" _ BD. FIN 15H 12/04/15 PROVIDE CUSTOM SHOWER BASE SQ., ALIGNED w/TILE PATTERN, N/ CERAMIC TILE FINISH. PROVIDE 3'-0" w/STONE SHELF $ JAMBS 1/2" = 1'-0" TILE ON SHOWER NALLS OR i = _i . r GEMENTI OUS BACKER BOARD,, W/ CUSTOM SEM I–FRAMELESS � � o o � RECESSED NICHE. PROVIDE SLAB STONE SILLS AND JAMBS. SHOWER ENCLOSURE. HARDWARE SELECTION BY ONNER o o BATHS AV% U A% FREE STANDING VANITY ONNERNth o 0 Y B SCALE: 1/2"=1'-0" -HEEI NU: 11 ELEVATION 72 ELEVATION 0 uj0 W Z cl)s ui ------ --------------- ----- n -------------------- ----------------------- � ------- --------------------Tru------------------------ ----------------------------------- ------ ---_ --- STI DY --------------- N O I ' V yil FRONT FORGH + ;; ►, I I SRI@I I \ I \ I I I y ------ y ® S / LL I I I u- - ------- I �n I do p}1 --`- ' I y Icfl f-;;� ___ I I ® WD ui co --- ------------ --- ---------- - --4 I i I ------ \� ---------------- ---------------- L1 I __ _-- \, yJ , I \ -- lllf \ S I I \ W _ ----------- -------- -- ; I - t ------------------ A i 1 1 I A i --------- --- .� 1 -- — �\ 00 --- ---- Al � tern I ; `-�_ PANTRY -- - ' I -----��--- 1 A ' ! --- --- R/FAt \ i I MASTER BEDROOM II , z -- - ti .� \ \ �/i '-___------- I 1 -- U ---- ----------------------------------- �' ------ MUD ROOM r _ ` \ t J �• Y -�` Q 0, 1 r—r r—r--r--r--i— \ O I I I 1 I I I I \ 1 --T�-- ------ --- W J• V , I I i I I H W I 1 r------ r------1 1 r---- 1 r------ w z xx I I i I I 1 I I I \ I I I \ I I I I I I I pr I I , I I I I , I I �'' I ---- L__J---� i I I = W• V w N 5/17 I I I I I i I I I I UP M v a w 0 04 -------- -------------- -- qp I ---------- I I 1 i I I I I I I i i i i I i i iF— '1---I / I I `. I I I I I I N ------------ ----------------- I I �\ - f I I 1 I 1 � I I 1 1 i I I I At I I I I I I , , I I I I I I I ❑ \ ` `, ,\ , \ / I I I I I I\ I I I I , I I I IYIN I I I I I , I I I rA L�'� N�����, C O y I` I I I APS SAS A I��I`, � ------ --- --------------I I---`` ----------- " I I I I L------ L----�- --- --J ------J L -----' ------J J L-------I L------J L— --- -------------------- - ----- -- ------------------- ELECTRICAL LEGEND PROJECT NO: 1506 DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT 220V RECEPTACLE OUTLET SWITCH DRAWN BY: TS GUADRAPLEX RECEPTACLE OUTLET DOOR SWITCH HALF HOT RECEPTACLE OUTLET SWITCH DIMMER / CHECKED BY: t' WATER PROOF RECEPTACLE OUTLET ® TELEPHONE 1 st tLECTRIC LAYOUT PL om &ROUND FAULT INTERRUPTOR OUTLET FT-VI TELEVISION EE HIGH HAT FIXTURE 5/17 SMOKE DETECTOR SCALE: 1/4" = 1' -0" 12/04/15 HIGH HAT FIXTURE LOW VOLTAGE G� CARBON MONOXIDE DETECTOR SCALE: v MI DIRECTIONAL HIGH HAT X SURFACE MOUNTED GEILIN6 FAN SHEET TITLE: SURFACE MOUNTED GEILIN6 FIXTURE ® SURFACE MOUNTED LOW VOLTAGE SPOT UNDER CABINET STRIP HALO&EN FIXTURE I-�- SURFACE MOUNTED WALL FIXTURE —� SURFACE MOUNTED LI&HTIN6 TRACK 1st FLR. AUDIO SPEAKER EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN ELECTRIC ® PLAN SHEET NO: 1 vu' "u" I & P E M I T uj Y 00 uj W z cl) Lu I ;E t I I I I ' I I I I I I 5C \, I LL LL uj z N ` - - - ` - � ITIG LO T ' ' N ' ' 11 81 --------------------------- i i i i I /l I I I I " CD % . Y M I I `;` I i I I J � ate •= ---- f I I v ````� 1 -- -------- - ----- ——— —— —J W = z ` a z - - - ' �, + W- 0 � ui c I DN WE C a � 0 (9 N � - 1 - I ' ---- - - - - ----- El 1 &12 El —- — - —- I&C. sq4 GU ST GUEST F. 5EPSCOM #I EDROOM f ,.. ------ ----------------------- ELIECTRICAL LEGEND -- - ---J PROJECT NO: 1506 DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT DRAWN BY: TS 220V RECEPTACLE OUTLET SWITCH QUADRAPLEX RECEPTACLE OUTLET DOOR SWITCH HALF HOT RECEPTACLE OUTLET SWITCH DIMMER CHECKED BY: 9' WATER PROOF RECEPTACLE OUTLET ® TELEPHONE Q�^ ROUND FAULT INTERRUPTOR OUTLET © TELEVISION DATE: G j H16H HAT FIXTURE WiN SMOKE DETECTOR Znd FmLR ELECTRIC LAY12/04/15 OUT PLAN@Kv H16H HAT FIXTURE LOW VOLTAGE G/ CARBON MONOXIDE DETECTOR SCALE: 1/4" = 1' -0" SCALE: MI DIRECTIONAL H1614 HAT X SURFACE MOUNTED GEILIN6 FAH SURFACE MOUNTED GEILIN6 FIXTURE SHEET TITLE: ® SURFACE MOUNTED LOW VOLTAGE SPOTS UNDER CABINET STRIP HALOGEN FIXTURE 2nd F LR. F - SURFACE MOUNTED WALL FIXTURE �f SURFACE MOUNTED LIGHTING TRACK ® AUDIO SPEAKER EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN ELECTRIC PLAN SHEET NO: I IT