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HomeMy WebLinkAbout40461-Z a�gUf FOl4rra� Town of Southold 2/6/2017 o'r P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38819 Date: 2/6/2017 THIS CERTIFIES that the building ACCESSORY Location of Property: 7495 Alvahs Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 101.4-14.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/3/2016 pursuant to which Building Permit No. 40461 dated 2/11/2016 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: ACCESSORY STORAGE BARN AS APPLIED FOR The certificate is issued to Sannino,Anthony of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 0horizo Signature �SaFFnl,r�, TOWN OF SOUTHOLD BUILDING,DEPARTMENT a TOWN CLERK'S OFFICE o . 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#: 40461 Date: 2/11/2016 Permission is hereby granted to: Sannino, Anthony 7490 Alvahs Ln Cutchogue, NY 11935 To: Construction of an accessory storage barn as applied for. At premises located at: 7495 Alvahs Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 101.-1-14.4 Pursuant to application dated 2/3/2016 and approved by the Building Inspector. To expire on 8/12/2017. Fees: ACCESSORY $401.20 CO -ACCESSORY BUILDING $50.00 $451.20 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 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 Date. a /a (o New Construction: Old or Pre-existing Building: (check one) Location of Property: 00(c9 r��S ZaA2e 0r G.A pa,j House No. Streets Ham Owner or Owners of Property: &_)_ftM A.9 ci' Suffolk County Tax Map No 1000, Section Block 01 Lot 1 y Subdivision hoc-.A 1, iso �k_ [,L4AS Filed Map._C70 $73 Lot: r Permit No. r *( Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Cjl� Ap ignature fOF SOUr�,o! - - ---- cOUNi'1,0� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ION [ ] CAULKING REMARKS: ' d.. DATE INSPECTOR �� I 1_ �pF S0(/T o0UIV1`I,N TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802' INSPECTIO-N--1-- 1 [ FOUNDATION 1 ST ' [ ] ROUGH PLUMBING [ FOUNDATION ] 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: .dam. n � DATE -711, A ' INSPECTOR-- 40061fjf SOI/1,�� cOUNTY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. - — UNDATION 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: 0APl DATE 7 INSPECTOR 21 i IOF SO(/ryolo � ao �ycoum,0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 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 D7 �� �� INSPECTOR SO(/lyolo TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) &ELECTRICAL (FINAL) REMARKS: ��1 �V1� DATE9 ® INSPECTOR O W OF SO�l�ol � o �YcOUNT'I,ac� TOWN-OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]JI SULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: krp� �'_ rtet,6 6voA.,-s 4 K Com'91"ofv/ gv- sip DATE INSPECTOR r� • . . • . . ���'�,+��,� %�!''� •. ��ill f' STATE BNEROY COD3 Ii MWM Owl . I2AV m -�5� . I� u u • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING 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 SoutholdTown.NorthFork.net PERMIT NO. o6 � Check SWt_CE0M �Y�E.CJ ust - X C.O.Application - - Flood-Pernrif Examined ,20 ! Single&Separate ! - �� Storm-Water Assessment Form FEB3 2016 _. {d I Contact: !� ���, Approved 20 ke trJ -•��vi � Disapproved a/c ----- Phone: Expiration ,20� Building Ins ctor APPLICATION FOR BUILD1NG PERMIT 2- 12 jCa Date , 20 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 Pen-nit 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. c� ' 'ature icant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder D � ��1 Name of owner ofP remises o nq Son N (As An 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 willtibe',,done' d f HiQ -u� .a. House Number Street Hamlet County Tax Map No. 1000 Section Dl Block Lot NA SubdivisionFiled Map No. q06"_'R Lot k 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancyiQ��'14barn 3. Nature of work(check which applicable): New BuildinAddition Alteration Repair Removal ��gg Demolition Other Work 4. Estimated Cost � 21000 Fee (Description) - (To be paid on filing this application) 5. If dwelling, number of dwelling units —' Number of dwelling units on each floor -- If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 6Z Rear Depth 2 Height U Number of Stories 0 9. Size of lot: Front / i Rear c1 Depth SO 10. Date of Purchase e Name of Former Owner 11. Zone or use district in which premises are situated 6 C 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Q� 13. Will lot be re-graded? YES NO__�_Will excess fill be removed from premises? YES NO� 14. Naives of Owner of premises , ddress )q!�2 „%s A Phone No. 31 - 9 41 9 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF I Jar)y)i o o being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the I Jyon-C r (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t�before me this TRACEY L. DWYER day of b r 20 NOTARY PUBLIC,STATE OF NEW YO NO.01 DW6306900 QUALIFIED IN SUFFOLK C NTY COMMISSION EXPIRES JUNE Notary Publi `-- Signature pplicant Sannino Winery, Inc.—August, 2015 3. The proposed winery does not meet the building envelope restrictions established in 1990 by the Planning Board in the subdivision of Hanoch and Watts (Figure 1). r-Ttse Planning.B-oardhas_n-o,,comment on, a accessory,barn structure. Thank you for the opportunity to provide input on this application. 5 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 29, 2008 TO: Anthony and Lisa Sannino 7490 Alvah's Lane Cutchogue,NY 11935 Please take notice that your application dated June 20, 2008 For permit to construct an agricultural storage building at Location of property: 7490 Alvah's Lane, Cutcho ue County Tax Map No. 1000 - Section 101 Block 1 Lot 14.4 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 5.2081 acre property in the AC (Agricultural Conservation) District is not permitted pursuant to Article III, Section 100-32, which states, "No building or premises shall be used and no building_orpart thereof shall be erected or altered in the A-C, R-80, R-120, R-200 and R-400 Districts unless the same conforms to the Bulk Schedule and Parking Schedule incorporated into this chapter with the same force and effect as if such regulations were set forth herein full." Bulk Schedule requires a minimum rear yard setback of 75 feet. The proposed building is noted as havingarear yard setback of 53 feet. va ' ce is ed 'Ate Wan apDroval will be required from the Southold Town Planning Board. r "*"'f 1 2 ut Sig afore r Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A., planning COUNTY OF SUFFOLK NOV 2 2 )06� STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE TOMIN't.. fa •) DEPARTMENT OF PUBLIC WORKS DARNELL TYSON,P.E. GILBERT ANDERSON,P.E. THOMAS G.VAUGHN DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER CR#48 Project Name: Sannino Vineyard Applicant Name: Anthony Sannino Project Location: Cutchogue SCTM# 1000-101-1-14.4 Date: 11/14/16 ❑ APPROVED ❑ DISAPPROVED ® APPROVAL WITHHELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: Revise plan to show curb/sidewalk and handicap ramps per ADA requirements. Install Type"D"leaching basin. All sidewalk, driveways and handicap ramps must meet ADA compliant.Refer to NYSDOT Standard Sheets for Ramps and Driveways at https://www.dot.ny.Eov/main/business-center/engineering/eadd-info/drawings/standard-sheets- us/608 .Plans must show grades at driveways, ramps and sidewalks to provide compliance. By: William Hil an,P.E.1 Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4010 335 YAPHANK AVENUE 0 YAPHANK,N.Y.11980 ■ FAX(631)852-4150 rw � TOWN/VILLAGE OFNOV 0 7 2016 ADDRESS �I 3 i �s�'7Y� ,If r 'vfiL,t., i1�v�C`�� �J)'J1 �'t'a }'lf^'y'iI Y t iiia BUILDING DEPARTMENT I(j d v 1 SUFFOLK COUNTY DEPT.OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK,NY 11980 NOV -9 ?016 Dear Sir: Ff apAt or Public In accordance with Section 239f of the General Municipa ted La s of the State of New York, this is to notify the Coin inissioner of Public Works of the County of Suffolk t iat Name&Address of Applicant A&AJ761064-Z ,�,":,y qO A(JA k ,S wu has applied to the Town/Village of �� ego for the issuance of a permit in reference to property located on the: S E W side i`';��2 Q �' ,'�. �{p� C.R. y� Distance (:V's N S E0 d 1,o,04 /q.,e Village t �-�- �� Town As shown on the attached survey or site plan(3 copies needed),dated &-0 ,02`((O We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f. Very Truly Yours; c Building Inspe of Building Permits Only Date: APPROVED /DISAPPROVED/APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT.OF PUBLIC WORKS CHARLES J.BARTHA,P.E.,COMMISSIONER By: ' RICHARD J.LAVALLE,P.E. CHIEF ENGINEER a Scott A. Russell r �2 ST(� RN[WATIER, SUPERVISOR o 2 , MIANAG)EMUENT SOUTHOLD TOWN HALL-P.0.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS (PROJECT INVOLVE ANY OF THE (FOLLOWING: (CHECK ALL THAT APPLD Yes No ❑@ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[g 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. ❑ J E. Site preparation within the one floodplain as depicted -on-FIRM-Map-of-any watercourse: El 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 with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent contractor,Other) S.C.T-M. 4: p00i0 Date NAME- c)v /01 Of Section Block Lot ea BLJILF;lN(a DEPARTNIEN, Contact Jnformariort Irlrylpw��nUt. Reviewed By ouu'm — — -- — — — — — -- — — — — — — \ Date- a 3 — Properly Address / Local lon of Constl uct Ion Work- — — — — — — — — — — — — — — hS ❑ Approved for proce��ing Building Permit — � Hqa Mva ���� Stormwater Management Control Plan Not Required — CA ACh 6-0 oe_--- kk� — ❑ Stormwater Management Cowiol Plain i-,Required (For',kard to Engineering Department for Review) FC)ll"m , SMC P- -FOS M NY 201't �' . ECEIVE • ' „ � . . , , + � y :��. _.. , ,� � , � , , - ,. ._._ ... M� .� -. °° �; ., v . a ,��. .;;�, .K. �.� �� .���� ��. �; ._� ,, ,� `' �. `� � � a. �.� �, ,, .r ,., F aw . � �� 9 �!� �� `�,.. ��i � y ,t^ �'�� a 1y „� i d •,- -'.� �� V F w., `t a, *�< �'` +1w� ,.a r_-�,::'° 'r�!�" � -fir.. F,:, ��_ � � P � �, u � P � ,,, , �s �"! .a � �. r w — � ,. ti $ ,, 4 rt �w. ��� .. �. M�� I IV` ,.�,...,�. � .��.w; �. ,., - �� -.. i ,- t� .. ,�.. fr) �i � u mit .i M1 , i. w yr W ,z .� n �. x. F xa . wt, rte. r Mal viols rr�r ir�� s &P r � ws• Olt l;�� r. y 1 r y ♦r I • S.-C.D.H.S REF # R1 .SURVEY OF PROPERTY �Qo� 4a. �A N AT CUTCHO.G U ' T O WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-101-01-14.4 \ SCALE: 1'--100' G. � , JANUARY 24, 2006 �5,+ , �Q ��„4- -' FEBRUARY 9, 2006 (REVISIONS) APRIL 10, 2006 (CERTIFICATIONS)JUNE JULY 7 '2006 ((LIPAUEASEMENT)CATION) G��E�-JS�51 cp ', os� �P , AUG. 16, 2006 (REVISED EASEMENT) MARCH 7, 2007 (FI AL) RSG i 5 •�?' ' 000 JULY 24, 2008 (pro�6O bwnl IO�F lG 1 $P' C.P,����i 5 6 O ` ` +�0 6.'j�L��Fg / \ FY �� � F RAIN RUNOFF (BARN) 26'x38• - 988 sq.n. A B Glc �y ���' \�� SIO G), 988 x I x OJ 7 - 168 cudl. ST 25 27 a 168/42.2 - 4 VF 1 35 42 - `� \\ NLA V� �G J PROVIDE DRYWELL 8'0 x 4C Deep vaa k or equal LA. '�/ \\ \\ v: k o EXISTING SHED NOT SHOWN HEREON P b°� � \ \ a0 �G 1��9�1 • TO 9E RELOCATED kqd `3. \\�. 200 \\\ � � CERTIFIED TO: �,�� ry \\ \\ �� 02 LISA SANNINO o .»s \ ANTHONY SANNINO COUNCEL ABSTpRT, INC. e CHICAGO TITLE INSURANCE COMPANY � � V Q 1yo \ 05 PROPOSED SEPTIC SYSTEM 0 a \\\ y ego \ (FIVE BEDROOM HOUSE)' \ � \\�-�, y P �A o -o [1] 1,500 GALLON SEPTIC TANK ? \\\ \\\ �'� a [2] LEACHING POOLS 8' DIAMETER x 8' DEEP o \ a o LOT NUMBERS REFER TO "MAP OF MINOR SUBDIVISION PREPARED FOR GIORA HANOCH AND HAROLD WATTS rL �� \ 1 \ o� Ar8) FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON -�n \\`� \G\ ��> ` g• FEBRUARY 1, 1991 AS FILE NO. 9059. �2A `A��� �• STANDARDS FOR APPROVAL J �'� ', ` \ � / � g0�9 I am familiar with the A y � �\ �� �/ \ E AND CONSTRUCTION OF SUBSURFACE SEWAGE �\ �Act io DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES - \\ �/�� ' 1i and will abide by the conditions set forth therein and on the g, \ �� �/ �s permit to construct. \\ � /�/ VC,�GP��� -� ll The location of wells and cesspools' shown hereon arey \\ �,� from field observations and or from data obtained from others. / ams. ____ _ . Y. IC. N0. 49618 , --- - - ' _.._ ._ l -- -A-NY--At-FERA110N OR ADDITION TO THIS SURVEY IS A -VIOLATION------ -- - �-- - �- - --------- -- - .ac-� ---- �f- ���p , .._. _ .___..._._._____ __ . . ._ _. _�- ._ _ ..,._, - , OF SECTION 7209 OF HE NEW YORK STATE EDUCATION LAW. S Z G1 ^� ll�pitdC S EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS �°�,�. \,0 G I (63.1 31) 765-1797 HEREON ARE VALID B ARS THE IMPRESSED AP AND COPIES SEALOF THE SURVEYOR r� \ AREA=5.2081 Acres 'P.O. B EREOF ONLY IF SAID MAP OR COPIESE W \ 1 l�V WHOSE SIGNATURE APPEARS HEREON. ■=MONUMENT OR 2261864 SCS., FT. SOUTH L N. Y. 11971 06=-103 Elevations are referenced to an assumed datum. 0=PIPE , a - , Ia. ms s 1 Z 1 38'-o" 38'-0" zm i 4'-0" 1 3 CF-2 sa oO r — Z ITZ Z 4 S-3.1 S-3.2o T z CD J-1 2'-0" T e O � Z LL U c 04 1 2 o e66� Z T , N S-3.2 S-3.1 N = Q Q ®ma, m>� 0 4'-0" 50 Z � - - - - - - Ik- - - - - - a m CF-2 Z >Z- S-3.1 W Z_ our 2 FIRST FLOOR BASEMENT PLAN a M 1/8" = 1'-0° 1 1/8" = 1' 0" Z _j 2 Q 0 V N ti V NOTES NOTES 1. REFER TO DESIGN DATA,SCHEDULES& 1. REFER TO DESIGN DATA,SCHEDULES& TYP DETAILS TYP DETAILS 40 INDICATES SHEET NOTE 2. # INDICATES SHEET NOTE REFER 2 ® TO PLAN FOR OCAT ON REFER z TO PLAN FOR LOCATION 3. FINISH FLOOR=100'-0 3. TOP OF FOOTING=89'-4 a Ne D z N MAY '1 2016 `�ao 0899,7© Date FESS10NPy 4/13/2016 BUM DING lDEPT. Sheet No. TOWN of SoumoLD i S-2.1 i GENERAL STRUCTURAL NOTES 4 CONTRACT DOCUMENTS ARE INTENDED TO CONVEY THE STRUCTURAL DESIGN INTENT.THEY DESIGN DATA .d REPRESENT THE STRUCTURAL SYSTEMS,MATERIALS USED,TYPICAL DETAILS AND SPECIFIC DETAILS OF THE COMPLETED STRUCTURE. DETAILS MAY NEED TO BE ADAPTED BY THE GOVERNING CODE: 2010 NEW YORK BUILDING CODE CONTRACTOR,SUBCONTRACTOR,OR SUPPLIER IN SOME LOCATIONS. ANY DIVERGENCE FROM THESE DRAWINGS SHALL BE APPROVED BY THE ARCHITECT AND EOR AND SHALL BE CONSISTENT WITH THE DESIGN INTENT SHOWN. FOUNDATION SUBRADE: to 1. GENERAL CONTRACTORS RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO: A SOILS INVESTIGATION HAS NOT BEEN PERFOMED ON THIS SITE. THE a. DETERMINE CONSTRUCTION SEQUENCE AND PROCEDURES. CONTRACTOR SHALL ENGAGE A GEOTECHNICAL ENGINEER TO VERIFY THAT THE FOUNDATION SUBGRADE IS SUITABLE TO SUPPORT THE cu a b. PROVIDING A SAFE JOBSITE FOR WORKERS,SUBCONTRACTORS,TESTING AND STRUCTURE BASED ON THE ASSUMED BEARING PRESSURE. THE � a INSPECTION AGENCIES,AND DESIGN PROFESSIONALS. GEOTECH SHALL SUBMIT A REPORT TO THE ARCH/E.O.R.WITH HIS FINDINGS AND RECOMENDATIONS IF THE SUBGRADE IS FOUND TO BE c. DESIGN AND INSTALLATION OF ALL SHORING AND TEMPORARY BRACING NECESSARY UNACCEPTABLE. TO INSURE THE SAFETY OF THE BUILDING,ITS COMPONENTS AND OCCUPANTS. ASSUMED ALLOWABLE NET BEARING PRESSURE 1500 psf Q z d. VERIFY AND COORDINATE DIMENSIONS AND ELEVATIONS SHOWN IN THE DRAWINGS.IF Z DISCREPANCIES EXIST THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO z COMMENCING THAT PROCEDURE. Q DESIGN LOADS: w e. COORDINATE THE LOCATION AND LOADS OF MECHANICAL AND OWNER EQUIPMENT >- WITH THE STRUCTURE. OPENINGS AND EQUIPMENT SHOWN IN THE DRAWINGS ARE BUILDING CATEGORYz REPRESENTATIVE OF EQUIPMENT THAT MAY BE USED ON THIS PROJECT AND WHAT O WAS USED AS THE BASIS FOR THE STRUCTURAL DESIGN,AND BIDDING PURPOSES. H DEVIATIONS SHALL BE APPROVED BY ARCHITECT AND EOR. LIVE LOADS: Z f. PROTECTING FOUNDATIONS FROM FROST DURING•CONSTRUCTION.REFER TO SOILS ROOF(FOR FIGS,ROOF DESIGN BY OTHERS): Q REPORT FOR FURTHER INFORMATION. GROUND SNOW(Pg) 30 PSF FLAT ROOF SNOW(Pf) 25 PSF 2. IF CONFLICTS EXIST IN THE CONSTRUCTION DOCUMENTS THE STRICTEST PROVISIONS SHALL SNOW EXPOSURE(Ce) 1.0 GOVERN. THERMAL FACTOR(Ct) 1.0 RAIN ON SNOW @ SLOPES<1/2:12 5 PSF 3. DETAILS SHOWN IN TYPICAL LOCATIONS SHALL APPLY TO ALL LOCATIONS WITH THE SAME OR UNBALANCED SNOW LOADS ASCE 7 SEC.7.6 SIMILAR CONDITIONS. MECH.UNITS REFER TO FRAMING PLAN REINFORCED CONCRETE FLOOR: 1. REFER TO DESIGN DATA. STORAGE 250 PSF z FORK LIFT(FRONT AXLE) 8K a 2. ACI FIELD REFERENCE MANUAL,SP-15 SHALL BE FOLLOWED. AT LEAST ONE COPY SHALL BE AVAILABLE m ON SITE DURING CONCRETING OPERATIONS. 3. PROVIDE CONTROL JOINTS IN SLAB ON GRADE AS INDICATED BY THE DRAWINGS.IF NO CONTROL JOINTS MATERIALS: W g ARE SHOWN PROVIDE CONTROL JOINTS NO FURTHER THAN 36 TIMES THE SLAB THICKNESS(4"THICK SLAB=12'-0).CONTROL JOINTS SHALL PROVIDE A SQUARE SECTION WITH THE LENGTH NO GREATER CONCRETE: Z N THAN 1 1/2 TIMES THE WIDTH. 4. ALL CIP AND CMU WALLS SHALL BE CONNECTED TO THE FOUNDATION WITH DOWELS THAT MATCH THE 28 DAY CONCRETE STRENGTHS(MINIMUM): O > C7 WALL REINFORCING SIZE AND SPACING. FOOTINGS 4000 PSI z .J SLAB ON GRADE 3500 PSI Q = 5. REFER TO SCHEDULES FOR TYPICAL REINFORCING DETAILS. SUPPORTED SLABS AND STOOPS 4000 PSI Z WALLS 4000 PSI Q 6. REBAR SHALL BE SPLICED TO PROVIDE A MINIMUM LAP AS FOLLOWS.TOP BARS ARE HORIZONTAL REINFORCING BARS ASTM A615 GRADE 60 ~ V REINFORCING THAT ARE PLACED WITH 12"OR MORE OF CONCRETE BELOW THE BAR. WELDED BARS AND ANCHORS ASTM A706 GRADE 60 BAR SIZE TYP BAR TOP BAR WELDED WIRE FABRIC ASTM A185,CSA G30.5 #3 14" 18- #4 19" 24" ad 45 23" 30" V) #6 30" 40" W #7 41" 54" O #8 55" 71" #9 69" 90" z z Q #10 88" 114" of NE � #11 108" 140" F 7. PROVIDE CONCRETE COVER FOR ALL REINFORCING AS FOLLOWS F- a. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" r.. b. EXPOSED TO EARTH OR WEATHER #6 BAR AND LARGER 3" m t N G #5 BAR AND SMALLER 1 1/2" 2 2 c. INTERIOR EXPOSURE �� Z �o C? BEAMS&COLUMNS 1 1/2" dp 089WALLS 1/2 $7 Date SLABS AND JOISTS 13/4"" 4/1312016 Sheet No. 8. PROVIDE AN ADDITIONAL 2-#5 BARS AROUND ALL RECTANGULAR OPENINGS IN CIP WALLS AND 1-#5 BAR AROUND ALL RECTANGULAR OPENINGS IN CIP SLABS.ADDITIONAL BAR SHALL EXTEND 24"MINIMUM S-1.1 BEYOND THE OPENING. MARK WIDTH DEPTH REINFORCING 1-";n CF1 2'-0 1'-0 3-#5 BOTTOM C� CF2 6'-0 1'-0 5-#5 LONG&#4 @ 9"OC TRANS,BOTTOM o= CONTINUOUS FOOTING SCHEDULE F TRENCHES PARALLEL TO ALL PIPING RUNNING THROUGH �" my CONT FND SHALL BE OR BELOW FND SHALL BE LOCATED TO PREVENT SLEEVED TO PROVIDE 1 1/2"CLR UNDERMINING OF FND AROUND PIPE. 10"MAX SLEEVE SIZE. O Z TRENCHES PERPENDICULAR TO TRENCHES GREATER THAN 3'-0 BELOW AT GRADE BEAMS W/3'-0 MIN DEPTH Z CONT FND SHALL BE ENCASED THE FND OMIT CONCRETE REFER TO SLEEVE MAY PASS THROUGH FOOTING Q IN CONCRETE SOILS REPORT FOR PROPER BACKFILL PROVIDED THAT THE SLEEVE IS NO MATCH FND REINF SIZE U) CLOSER THAN 1'-0 TO THE TOP OR 6" } FROM THE BOTTOM Z = LAP LENGTH 2 - - - Z Z w a J z n. z 5'-0 MIN 2 a_ - �; 1.4 O Z.4 tD 1'-6 MINz 9 MIN 9 MIN m Z 2'-0 MIN WHERE REQ'D DROP BOTTOM OF FND TO PROVIDE REQ'D MIN DIM ADD ADD'L LAYERS 6'-0 MIN m DO NOT EXCAVATE OF REBAR ABOVE AND BELOW THE SLEEVE BELOW THIS LINE MATCH FND SIZE AND QUANTITY } W uj FOUNDATION DETAILS FOR UNDERGROUND PLUMBING CORNER & INTERSECTION REINFORCINGm u Z rn LLi xm o > o FOOTING SCHEDULE AND TYPICAL DETAILS z a X) 0 0 I- _ V GEOMETRY REINFORCING PLAN JOIST JOIST TOPPING BOTTOM TOP SHEAR STIRRUPS W MARK DEPTH WIDTH DEPTH BARS BARS J (d,INCHES) (b,INCHES) (t,INCHES) J-1 12" 6" 4" 2-#7 1-#4 #3 C-TIE @ T OC „ v� W b TOP BAR NOTES: �`_ cJ F ( �0 24 SHEAR STIRRUP 1. PROVIDE 1"±1/4"CLEAR COVER X J 'CO 'F H } "C-TIE" FOR BOTTOM BARS �c yf 2. PROVIDE 1 1/2CLEAR COVER ~ ff " •� , = ,,, � ;, •, SLAB REINFORCEMENT _ n Lu � FOR TOP BARS \0 c z F LITE-FORM"TOP HAT" N 3. 4x4 W2.9xW2.9 WWF IN SLAB BOTTOM BARSX898?v rtr Date V N 21-0" LITE-FORM INSULATED ��OFESSIQN� 4113f2016 FORMS Sheet No. TYPICAL JOIST SCHEDULE S-1.2 GRID GRID SLAB REINF REFER TO U 8"ICF WALL REINF w/#5 SCHEDULE Jm @16°OC EA WAY i as i #4 x 4'-0 @ 2'-0 OC FIELD BEND FOOTING DOWEL TO MATCH i WALL REINFORCING SIZE AND SPACING — — — FINISH FLOOR O2!7— z - 100'-0 Z FINISH FLOOR - , – – — – — – – – – ,, ,> ,", , •;-, f�, CONCRETE JOIST REFER TO � 90'-0 y SCHEDULE FOR REINFORCING z CONTINUOUS FOOTING - i REFER TO SCHEDULE ` • `" ' '• % ICF WALL CONTINUE WALL H REINF TO SLAB K K n FND-TYPICAL EXTERIOR ICF n LD Non Bearing on ICF 3/4" = 1'-0" ` 3/4" = 1'-0" z • m _ W -� RG ID GRID w g z z_ FINISH FLOOR Q i 100'-0 Z J O 8 i { I 8 zap Z c #4 x 4'-0 @ 2'-0 OC FIELD BEND K 445 @ TOP COURSE U I FINISH FLOOR "v - - - - - - - - 100'-0� 0 0 STOP LITE DECK FORM @ INSIDE J o I FACE OF WALL FORM r i W D J o O� JOIST BOTTOM REINFORCING 4 �� REFER TO SCHEDULE 245 @ COURSE 2&3S r W H ICF WALL CONTINUE WALL REINF y 2 N TO SLAB o �� yl- z !0 �� Date 145 @ EA COURSE BELOW OAi51 08987 P��i 4/13/2016 OFESS1Oa Sheet No. n LD Bearing on ICF n ICF TOP OF WALL 3/4" = 1'-0" T 314" = 1'-0" S-3.1 gal, �Q�� SLAB REINF REFER TO 90 SCHEDULE �m 24" 12" SLAB REINF REFER TO #4 L-BAR @ 2'-0 OC / SCHEDULE sn #4xCONT _ _ _ _FINISH FLOOR�e - _ - - FINISH FLOOR �\ O 100'-0 Z ------------ o " CONCRETE JOIST REFER TO Q SCHEDULE FOR REINFORCING (A EDGE RIB REINF wl 2-#4xCONT01 Z STD HOOK EA END `\ O o �' O JOIST BOTTOM REINFORCING Z 6" REFER TO SCHEDULE a n LD Bearing EDGE n LD Non Bearing EDGE ' 3/4 I = 1'-011 G 11 _ 1_ 11 -- - 3/4 - 1 0 a m . W REMOVE INSUL AS REQ'D TO MAINTAIN Z 1 6'-8 HEADROOM TO FINAL FINISH W :5 Z _Z W W FIRST FLOOR _I� Q m 100'-0" v z J O a = 0 a U) bo T C) T cJ_ a 11" W D NEyV Y J S F O BASEMENT_A Q' f- 90'- 'c d m 2 U) 2 7V �a� Date 9a A�OFESSIONP� 4/13/2016 Sheet No. n STAIR SECTION 1/4" = 1'-0" S-3.2 15' 11' sIP e SIMPSON ECC7.1-7.lSDS2.5 40' COLUMN CAP WITH STRAPS 4' -'- 4' --�- -4'- -�- 4' 4' 4' 4' 4' 4' 4'---- ROTATED 90° RCMVEV r"I '- __=-____' ________ -_- _ _ See SIP-101a for Do-All-Ply Don't have Top Plate. at top and bottom plates. Top Plate. R-Control SIPS Do s R-Control SIPS Don is OSB facing R-Control Do-AII-Ply and SIP Tape and untreated - - - - plates in V 1.) Handle SIPs with appropriate care. 1.) Don't drop SIPS on corners. direct 1.) Make certain surfaces are clean, dry, and free of dirt and --R-Control SIP. H 2.) Store SIPs fully supported off the ground. 2.) Don't store SIPs directly on the ground. Don't contact foreign materials prior to placement of R-Control 3.) Protect SIPs from weather with breathable covering. 3.) Don't leave SIPs exposed to weather for an extended have with Do-AII-Ply or SIP Tape, -R-Control Do-AII-Ply (� unsupported 2. Store R-Control Do-AII-PI and SIP Tape in a warm 1 2" diameter 11 II U d^ 4.) Lift and place SIPs with appropriate equipment. period of time. PP concrete. ) Y P / 5.) Provide level and square foundations or supporting floors. 4.) Don't lift or place SIPs without appropriate equipment. OSB facings. area prior to installation during cold weather. continuous bead. it i R-Control Do-AII-Ply M 6. Install SIPs in accordance with approved drawings. 5. Don't overcut OSB facings at openings. 3.) Place R-Control Do-AII-Ply in straight CONTINUOUS 1/2 in. II 1/2" diameter cr) PP 9 ) 9i I � 6. Don't have SIP facings untreated plates in direct Don't have diameter beads as shown in details. it continuous bead. 7.) Separate SIP facings and untreated plates from ) 9 P contact with concrete. contact with concrete. additional 4.) Place R-Control SIP Tape at joints between SIPs as N 8.) Support both SIP facings fully on foundation or floors. 7.) Don't have unsupported SIP facings. cap plate shown in details. less than 5.) After SIP Tape installation, use a hard roller to apply 9.) When using cap or sill plates, use equal to full SIP width 8.) Don't have cap or sill plates less than full SIP width or JI [` �p and offset plates joints from spline joints. have plate joints aligned with spline joints. full panel pressure to the SIP Tape surface to promote adhesion. width. 6.) Apply SIP Tape or equivalent vapor retarder on interior N v O 10.) Provide adequate bracing of SIPs during installation. 9.) Don't install SIPs without adequate bracing. P4 O V 11.) Use factory provided electrical chases in SIP core. 10.) Don't cut SIP facings for electrical chases, use factory or exterior of SIP per climate conditions or code R-Control SIP. ,� D 12.) When using 2X, engineered wood, or I-Beam splines, use provided chases in SIP core. requirement. R-Control Do-AII-Ply only continuous members. 11.) Don't have cuts in 2X or -Beam splines. Don't 7.) Refer to R-Control Do-AII-Ply and SIP Tape material safety 'b ._ +�- O 13have data sheets..) Provide appropriate end bearing for roof SIPs. 12.) Don't overdrive fasteners into SIP facings. I 1/2" diameter v r continuous bead. r. 14. Install fasteners flush to SIP facingsurface. 13.) Don't have unsupported horizontal joints in walls. unsupported Don't it ^d N horizontal have cuts I I Iil O O 15.) Protect SIPs from weather as soon as practical after 14.) Don't install plumbing in SIPs. joints in wall. [in 2X or installation. 15.) Don't install recessed lights in SIPs. it it Factory electrical � l=4 4 M �1 I-beam R-Control Do-AII-Ply i U $,4 �N 16.) Use code approved flashings and exterior wall & roof 16.) Don't install SIPs without structural review by a qualified splines. I i I U ^d .v i 1 2" diameter I chose. .Q _4 r-+ coverings. design professional. / i 0 O NOTE: It is the responsibility of the installer to apply continuous bead. v . 17.) Use code approved thermal barriers on interior. 17.) Don't make any field modifications to SIPS, such as P Y i 18. Have SIP structural requirements reviewed b a qualified open s enetrations, without review b a uelified design Don't R-Control Do-AII-Ply and R-Control SIP Tape q Y q P 9 /P Y q 9 overcut I I �$ design professional. professional. OSB properly. I MM Ln 19.) Have any field modifications to SIPs, such as facings Failure to install R-Control Do-All-Ply and openings/penetrations reviewed by a qualified design of II professional. openings. R-Control SIP Tape in accordance with instructions Bottom Plate and as shown in details will reduce the durability of the SIP structure. Bottom Plate Note: Please refer to R-Control SIP details for SECTION SECTION Updated 1-16-12 Updated 1-16-12 proper Installation techniques. Updated 1-16-12 Updated 1-16-12 Scale: NTS Updated 1-16-12 Scale: NTS Updated 1-16-12 `� � Oil R-Control® SIP R-ControlO SIP R-Control® SIP R-Control® SIP R-Control® SIP R-Control® SIP TITLE: N0. TITLE: N0. TITLE: N0. TITLE: NO. TITLE: N0. TITLE: NO. • SIP Do's SIP-100 SIP Don'ts SIP-1000 SIP Don'ts SIP-100b Do-AII-Ply and SIP Tape SIP-101 Do-AII-Ply® Application SIP-1010 Do-AII-Ply® Application SIP-101b W Note: wall covering Note: Spline to be of R-Control r-or- NE TE YO ,�P Fy & water resistive � I material conforming to 3" Do-AII-PI Y 1/2" diameter R-Control .Z.� e 'Q barrier as req'd it DOC PS2, min thicknessO 9� continuous bead each side. SIP wall. by code. i( 7/16". 7"X7" PSL Post --------------------- - Cr rolR-Control �) Ili RConwall. IP1 9/16" 1 9/16" o Top plate. 2 2 Do-AII-Ply I III I 1/2" diameter l (I 10d box (0.128) �4"�1 continuous bead. I nails at 3" o.c. staggered. O U877 v it ll - - - - - - - - - 0 - - - - - - - - - - - - - - - - - - - - - - - 9Upeo 10NP I I l It is a violation of NYS Education Law li 8d box (0.113) nails o Article 145,Section 7209 for any Field installed @ 3" o.c. each side -- -- -_---___ person,unless he is acting under the Spline direction of a licensed rofessional Il l or equivalent. P I o o f p VV bottom plate. I engineertoalterthisiteminanyway. it Ill Full SIP width Nail top plate I =-=_-_-_-_- _-------- to vertical I Sill sealer. III Treated sill plate. - - - - - - - - __-__ -- - - - __ - - - - - - - - -- - - - plate with ----------------- -- --- - 2"x6" each side fastened 10d box (0.128) three 16d box i l i Insect clip Concrete slab. i p R-Control 10d box (0.128) to column with 10d box nails @ 3" o.c. twc (0.135) Halls. I) or flashing. __ _ _ _____ R-Control Do-AII-Ply 1/2" diameter Lnails @ 6" o.c. two L nails @ 3" o.c. staggered. rows staggered. I Sealant. > eD Do-All-Ply 1/2 diameter continuous bead each side. rows staggered. o m continuous bead. ent R-Control Do-All-Ply PLAN vaporSIP arretarderpe or glocalted R-Control R-Control SIP, Y R-Control SIP. Scale: NTS Do-AII-Ply D o� Factory electrical chase. 1/2 diameter 8 ' R-Control interior or exterior F-+ p Continuouscontinuous beadWood Screw per climate conditions 1/2" diameter .o Double 2X spline. Option to rip inside 1 @ 12" o.c. or code requirement. �3 continuous bead. edge of column flush ProtectiveR-Control SIP. to face of Si --- - -- wall. --- ----- - - -- g ----------- covering. t> D - - - - - - - - - - - --------------------- - - - - � D Anchor belt as _ _ __ _ c q, y ------------ --------_ _ R-Control re d b code. All-Ply Min 5/8" Diameter 112 48" o.c. Q g with Simpson BP5/8 3 1/2" diameter m continuous bead. Bearing Pllates t> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- I Steel Deck by others. 8d box (0.113) nails 8d box (0.113) nails @ 3" o.c. both sides of Foam-Control IEPS 8d box 0.113 nails I I @ 6" o.c. both sides of LSIP Tape or equivalent panel joint or equivalent. SIP Tape ore equivalent ( ) � with Perform Guard. P q P q @ 3" o.c. both sides of I panel joint or equivalent. vapor retarder located Typical each side of panel. vapor retarder located 8d box (0.113) nails W Typical each side of panel. panel joint or equivalent. YP P interior or exterior interior or exterior Typical ecch side of panel. I @ 3" o.c. each side per climate conditions per climate conditions or equivalent. � SECTION SECTION f PLAN or code requirement. SECTIONIZPLAN or code requirement. SECTION/PLAN SECTION Scale: NTS Updated 1-16-12 Scale: NTS Updated 3-16-12 Scale: NTS Updated 1-16-12 Scale: NTS Updated 1-16-12 Scale: NTS Updated 1-16-12 R-Control® SIP R- Control® SIP R-ControlO SIP R-Control® SIP R-Control® SIP TITLE: N0. TITLE: Spline Connection N0. TITLE: Spline Connection N0. TITLE: Spline Connection N0. TITLE: N0. CCD Slab Foundation Framing SIP-1 Surface Spline SIP-2 Double 2X SIP-3 PSL Post SIP-4 Corner Connection SIP-5 (al., _<:rl W � Note: roof covering & Nota: roof covering & Note: roof covering 01 underlayment as req'd underlayment as req'd & underlayment as SIP Tape or equivalent r`n by code. by --ode. req'd by code. Q, R-Control vapor retarder located SIP roof. R-Control interior or exterior E -' R-Control ,'i 8d box (0.113 nails SIP roof. per climate conditions '� or code requirements. Note: As req'd, extend ice R-Control 12" R-Control Wood Z i SIP roof. @ 6' o.c. both sides of 12 R-Control Woo and water shield from fascia. SIP roof. W U ai Screws 4" o.c Staggered. ��i �'� panel joint or equivalent. Screw, 12" o.c. typ. '�' ,-1 ? i Typical each side of panel. R-Control Do-AII-Ply O (:t� d Note: As req'd, extend ice 'i 1/2" diameter continuous Drip edge. o 'i and water shield from fascia. bead each side. U ---------------------------- �'� - - - - - - - - - - - - - - - - - - 12 R-Control Wood �i Screws 5" o.c typ. REVISIONS: nails @ 3" o.c. Drip edge. DATE: 04-21-2016 each side or equivalent. SIP Tape or equivalent __- ----_== - _-_- %' vapor retarder located - ��!� l i interior or exterior ��!�' per climate conditions i�� or code requirement. ��'' it li Soffit board. R-Control \\�^ I I 8d box (0.113)nails Fascia. H o I li Do-AII-Ply i�%' i�� R-Control @ 3" o.c. each Lu I i 1/2 ' diameter SIP roof. II side or equivalent. Gable wall. See SIP-9 z m l I I for support of roof Z I I continuous bead. �' li Double 2X spline, bevel I i panel. J wLU R-Control I cut, with R-Control d Beveled 2X top plate. 1 SIP Tape or equivalent 2X top plate. Do-AII-Ply o V) 1 Do-All-Ply 1/2" diameter = �' DATE: 04-14-2016 vapor retarder located I 1/2" diameter ►- �+ continuous bead. u v R-Control Fascia Eave wall. See SIP-122, interior or exterior R-Control continuous bead. DRAWN $y RAD SIP-122x, or SIP-122b for Ridge Seam with beveled ) SIP wall. per climate conditions SIP wall. V) to nailer �n top. See Plan support of roof panel. or code requirement. and Ridge Blocking detail. d 02 o SHEET: Structural support member LU j with min. bearing width per h ,� spline and screw requirements, W m ° v J each side. n _ N N > � SECTION SECTION SECTION SECTION SECTION h B 1XZ-d Scale: NTS Updated 3-26-12 Scale: NTS Updated 1-16-12 Scale: NTS Updated 1-16-12 Scale: NTS Updated 3-16-12 Scale: NTS Updated 1-16-12 m R- Control® SIP R-Control° SIP R-Control® SIP R-Control® SIP R-Control® SIP TITLE: N0. TITLE: Roof Eave N0. TITLE: N0. TITLE: N0. TITLE: Roof Gable N0. Beveled SIP Wall SIP-6 Plumb Cut - Cant. SIP SIP-7 Roof Ridge - Plurmb Cut SIP-8 Gable End SIP-9 Square Cut - Cant. SIP SIP-10A SCALE: NTS 00, UpVPNI6 ( O 131 Z I - I ® 5TORA6E LOFT = O -i3 HIGH 0 RAILING -' . 6 3 X POST I 0 — ' x w , (2) 1-3/4" X 1-1/2" LVL GIRDER 3' HIGH ' r---� r--- RAILING O X I O ,,_2„ _1,-2„ -,-2„ O (3) 2"X6" P05T 21I-all � � TO RIDGE N 3 N (3) 2"X6" POST ' � (3) 2"X&" POST (3) 2"X6" W I TO MIDGE POST qq 4 I tV 1f1 N I — NI I IST FLOOR PLAN LOFT PLAN SGALEt 1/4' = 1'-0" SCALE, 1/4" = I'-O" 38'-O" oe 10" GONG. FND WALL y. p.,.:.., q f gen.r•.p..` i OVER 18"XIO" DEEP GONG. FTGS. STEPPED FOOTINGS _ - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - j• •, .... r: :. r.' ,'. .t.:Q► /•' r. ' '•!••i.,,�t '�c:y_ ' . y•;!y _F ; ' F_ j I ;� I gid- ; VM I I , • I I Ize,. -GONG-. FND—"" _N ALL I I ,. :, ',.,•^. OVER 16"XIO" DEEP -- - -- -- GONG. FT65. I '' W8X24 5TL GIRDER I �i I I I �. r, ` LrUsT ``C c;; cn 1 TT r(E` T• - - BEAM POCKET ---+- I ' ` . _!!r'JF FST "1 ^'^TRFT�ii" rP,-N8X24 5TL GIRDER ^ ,PURSUouTTO , 1. 2v3 -o" 7 -0� -o OF THE TOWN CODE. CELLAR I I i N O 4" P. GONG. SLAB I W/#3 REBAR @ 5" O.G. UNEXCAVATED I �: I y l I I I I 4" P. GONG. SLAB I ` INDX24 5TL G 1 RDF-R r: /` P� _ to I I 20 -a ,. I g L � 1 � , ",I za { /�I �� n� ry}+ TRUSS PF_A1QAF3D1M"' FW'_ ?(11I'}�'f�® • oc la�' NCUPACY I- 00 — - - - - - - - - - -I — — — - -- - - - - - J V'ts••. 'i: ( .i-y •. .�. r•. • �•.a..• r .• .•�t• !t •Si.•s•..• :•:":'• .S} '•}'f :i+' ;4, t. '•' I .. O STEPPED FOOTINGS _ DkEo ARCti�. PROP05EII7 AGRIGULTRUAL BUILDING TF 0 ALVAHS LAANTHONY 5ANNINO WTICNoem LAW �° t � sGAI.P. AS NOTED AVEro erg oRm-N erg JT FOUNDATION PLAN .� �. pATe. 05-25-08 REyISM By, Robert J. Cru►ber Architect sT 13571 -4 4-16 EX re55w Drive 5o. Medford, N.Y. 11763 (631) 654-4,14`1 ofN,w FOUNDATION PLAN / 15T FLOOR PLAN • (2)1-3/4"X 11-1/8" LVL RIDGE BEAM 0- HURRICANE CLIPS EA. RAFTER STORA67E LOFT O 'C HURRICANE CLIPS EA. RAFTER 4" 5TL. COLUMN 4" P.G. 5LAB W/#5 REBAR ® 5" O.G. ON i- UFX-36-22 6A. 5TL. FORM DECKING FINISHED GRADE ----------- • FINISHED SILL CONSTRUCTION GRADE r W8X24 2X6's WOOD SILL (AGO) 5TL 61RDER SILL GASKET COPPER TERMITE SHIELD O tANCHOR W/ 5/8" DIA. ANCHOR BOLTS AT 4' O.G. AND MAX. 12'" f FROM CORNERS 4 SPLICED JOINTS 10 POURED GONG. , FNP WALL OVER 4" P.G. 5LAB � 10"XI5" GONG. FT65. 5EGT I Oil A-A 50ALE: 1/4"=1'-O" (2) 1-5/4"x 11-1/5" LVL RIDGE BEAM 2"X 10" R.R. 16" O.G. i 3' HIGH RAILING /,- -(2) 2"X12" 01 HEADER SILL CONSTRUCTION 5' HIGH 2X6's WOOD SILL (ACO) 4" P.G. SLAB RAILING SILL GA5KET N/#5 REBAR a 5" O.G. ON 4" 5TL. COPPER TERMITE SHIELD UFX-36-22 6A. 5TL. FORM COLUMN ANCHOR W !5/8" DIA. ANGHO)R BOLTS AT 4' O.G. AND MAX. 12" DECKING FROM CORNERS 4 SPLICED .JOINTS 6" P.G. SLAB - W/#5 REBAR ® 5" O.G. 11 FINISHED — _.- — GRADE FINISHED GRADE W5X24 m 5TL. 61RDER 2'_6"X2'-6"X 12" DEEP P. GONG. FT65. 8" POURED GONG. FND WALL OVER 5"XI6" GONG. FT65. 10 POURED GON . �� STEPPED FNP WALL OVER Y:;..r: :. FOOTIN65 10"X18" GONG. FT65. �` '� -" f , \�� tED ARCly, PROP05ED AORIGULTRUAL BUILDING 4" P.G. 5LAB �° ., ,, Q,�, 1440 ALVAHS LANE. ANTHONY SANNI NO CUTWoem SGT I Ott B-�3 sc,,�, A5 NOTED APPROVED�' �+1w. -1T SCALE: 1/4 BY "= oA�� 05-25-08 ►� ` Robert J. Gruber - Architect %p", 13571 0.� 416 Exprcsswq Drive 5o. Medford, N.Y. 11163 (631).b54-4g4q 2 OF FOFNEWyVIP 146 HUFU8Z* 5E6T I ON5 I im #0,0-055 ASPHALT 5H I NGLE5 ASPHALT 51-1 1 NGLE5 _ 15 LB. UNDERLAYMENT ON 5/8" THK. GDX PLYWD. SHEATHING c0 - FINISHED I ' I _ I � ' FINISHED � t GRADE I i i O GRADE --------------------------------- L -------------------------- T ---------------------J • I � I I I � I I I I I I IC)" P.G. FOUNDATION 10" P.G. FOUNDATION I ( I 1 Lr-- I I I i t i i I I STEPPED FOOTINGS I I I I I I I I I • I I I I-- --------•------r--------------------- a l I t I-------------- _____________________T-LlLr____J I 1 L___� I I L---'� L NORTH EL EVATiON 1NE5T ELEVATION SCALE: 1/4"=I'-O" 50ALE: 1/4"=I'-O" ASPHALT 5HINGLES ASPHALT SHINGLES -� _ -- - 15 LB. UNDERLAYMENT ON T 5/5" THK. GDX PLYPO. SHEATHING O � FINISHED FINISHED O z ; i i i GRADE � ' GRADE f(1 rUL I I L---=----------- r"' I I I I L----i i 1 10" P.G. FOUNDATION 1 , i t 10" P.G. FOUNDATION� I t I I I I STEPPED FOOTINGS I I I I rL-----1 -- I I 1 4 ------------------------------a I I I -------------- --------------------------------------------- --------- -----I I L L-_-J L___J I ( ' l___J C PROPO5E D' AORIGULTRUAL BUILDING 50UTN ELEVATION BAST ELEYATI ON w`��� ,. �ED ARy�r�.c __ ANTHfONY SANN I NO 50ALE: 1/4"=I'-O" SCALE: I/4 -I -O ¢ ��� R��� s o oyl VRAM SY, tl�- - vATE, 05-25-08 I nset 13Y Robert J. Gruber - Architect IYX 13571 yo�� 41b Ex rcsswaq Dr1ve 5o. Mledford, N.Y. II163 (631) b54-4g4q F �F N'O`N ELEVATION5 5 OF