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,1 Town of Southold Annex 4/29/2014 P.O. Box 1179 54375 Main Road �► �l� Southold, New York 11971 1 CERTIFICATE OF OCCUPANCY No: 36876 Date: 4/29/2014 THIS CERTIFIES that the building BARN Location of Property: 4735 Cox Ln, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 96.-2-10.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/10/2013 pursuant to which Building Permit No. 37964 dated 4/22/2013 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: agricultural storage building as applied for. The certificate is issued to LIV2MAX LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37964 3/20/14 PLUMBERS CERTIFICATION DATED t oriz d Sigh ture TOWN OF SOUTHOLD All BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY t 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#: 37964 Date: 4/22/2013 Permission is hereby granted to: LIV2MAX LLC C/O Carol Festa PO BOX 792 Mattituck, NY 11952 To: construct an agricultural storage building g g g per Land Preservation & Planning as applied for At premises located at: 4735 Cox Ln SCTM #473889 Sec/Block/Lot# 96.-2-10.2 Pursuant to application dated 4/10/2013 and approved by the Building Inspector. To expire on 10/10/2014. Fees: FARM BUILDING ALTERATIONS $150.00 CO -ACCESSORY BUILDING $50.00 Total: $200.00 Building Inspector i �-- �)�J7 Dorm No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 4-o P U 765-1802 1111 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 frorn 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 2 Date. �' I )(D J New Construction: Old or Pre-existing Building: (check one) Location of Property: 4 -5,5 Lo +C r l C) 1/-e— House No. (( Street ' mlet Owner or Owners of Property: `—L V � q14 Gil.X LL C Suffolk County Tax Map No 1000, Section I ( Block Z Lot Subdivision �7 q _ Filed Map. Lot: Permit No.3 / 6 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � Applicant Si mature pF SO yol. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 G� • o roger.riche rt(a�town.southo Id.ny.us Southold,NY 11971-0959 �lyI OUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: 8 Hands Farm (LIV2MAXLLC) Address: 4735 Cox Lane City: Cutchogue St: NY Zip: 11935 Building Permit#: 37964 Section: 96 Block: 2 Lot: 10.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Raymond Electrical License No: 5141-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture 8 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 Twist Lock Exit Fixtures TVSS Other Equipment: 2-exhaust fans Notes: Inspector Signature: 2 Date: March 20 2014 81-Cert Electrical Compliance Form.xls �� �o��OE SOUlyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC (FINAL) REMARKS: DATE INSPECTOR �o��pf SOUIyo<o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATI ST [ ] ROUGH PLEIG. [ ] FO ATION 2ND [ ] INSULATION [ RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Q DATE 7// INSPECTO oG soulyo6 / 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: f <�Z�_. DATE � 16 `* INSPECTOR FIELD N REPORT DATE COMMENTS FOUNDATION(1ST) — FOUNDATION(2ND) J � O J ROUGH FRAl17INCv& Q PLLTAMI 1G X �1 n INSULATION PER N.Y. STATE ENERGY CiDDE on • C FINAL ADDITIONAL COMMENTS c z C. m tv . o TOWN OF,,$OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILD., iI!) P, TMENT Do you have or need the following,before applying? TOWN '' Board of Health x�. SO[1TI I1 4 sets of Building Plans TEL; ( Planning Board approval FAX, � r Survey Southoli .NrhFork.net PERMIT NO. 77� Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined &7,20 Single& Separate Y Storm-Water Assessment Form Contact: Apr vec', a 20� _ Mail to: W qSb *oi2 ytEw� MA-T,tivcK Ny t T52 Phone: X31 zq � 7 ' mA r { ,k :m-E Building Inspector ., AN to "7 x!2012 PLICATION FOR BUILDING PERMIT �7 BLDG. E T. Date OF S OLD BLDG.DEPT. INSTRUCTIONS _ TOWN OF SOUTHOLD a: This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. V[P I Owz v« �(Signaatturq oWlicant or name,if a corporation) (Mailing address of applicant)t4 2-g9-7380 State whether applicant is owner, lessee, agent, architect, engineer, gener contractor, electrician, plumber or builder LA-SSiA, (OWN IA AAk SAA,\ Fot- &N Name of owner of premises b V Zm(kx\ fit✓ (As on the tax roll or latest deed) If appl' a corpor on, ' atur duly authorized officer � M ame and ti e O 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: SdUU COX, LANV� House Number A& Street Hamlet County Tax Map No. 1000 Section l0 Block �- Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy House, GAMU S SIZ)O U J- PjZNtI4NA b. Intended use and occupanc si�_ ika STP�Tim�^JT+ M1' 'Jejt Z me bar r qA 3. Nature of work (check which applicable):Nef�v Bui ding Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor IfQarage, 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 me structure with alterations or additions: Front Rear De Of f Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height . Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated A-& D l Ste (-T- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. 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 OF6 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CQNNIE D.BUNCH Notary Public,State of New York (S)He is the No.01BU6186050 (Contractor,Agent, Corporate Officer, etc.) Quallti6d Commission Expires April 14,2w(o of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of t��_a�. 20 1. Notary Public Si nature f p Ica i TOWN OF SOUTH ROPERTY RECORD CARD OWNER _- STREET --rao:�-_ - VILLAGE DIST. -_ SUB. LOT ~ ACR. r REMARKS 3l o -- v �✓- l! 74 TYPE OF BLD. l` o c !l L G09 t` e ftlt V (GL 1 A 1-C z r PROP. CLASS /n� }} {//� �n -/[�� {� q o,Oor� LAND IMP. TOTAL DATE - K((4p-qy t Azoc , �o ?ecijyuc L.ct KC. f Q r . 1900 3300 _ 1-t —1- >!_Z&7 9,2 FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT 4 el c TOTAL _ b TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET 1..71 '�,� _ VILLAGE DIST. SUB. LOT FORMER OWNER N r E n ,-/ A R. S W U TYPE OF BUILDING RES. / O SEAS. VL. Q FARM , COMM. '-/CB. MICS. M `t. Value LAND IMP. TOTAL DATE REMARKS �� ? C-6 Me /,,e,,,,4 7[d de -4 jv,a 7� e� :l / , ot 7 0 4 a 7 s/7 Fa o a C W 1-o a ev 1,2-60 f do 0 4 �` .��. L Z2 Co Q w_�z,�- , 0 / a o o �` � ! � 2-Y� 3 72 (v oZ o / f ` E -o BUILDIN CONDITION ri �w N NO L BE �'�z FARM 7�,z, Acre � , Value Per 16 �,�/'Value 3 « �� G ao6 Acre Tillable'5104.> �oo 4-31 FRONTAGE ON WATER �/��Fb �;1' ` /Cc Ck -7 c 3cl Woodl FRONTAGE ON ROAD acp DEPTH (azoo 0 3 --t�)l--31,4 BULKHEAD pR.n 50= 3 � i�o•+s� I 4 _ �' FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: /o / Date Sent: /b t��l Project Name: /-j 4-1-cr Project Address: So-oo Coso L� C, u Suffolk County Tax Map No.:1000--,C-6 - x_- t . Zoning District: �G.. y Request: & ..2 Note: Copy of Building ermit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: Yet _ eJ� .r.Y.a 1° _�t •.�Tnr•_, Initial Determination as to whether site plan is required: Sign'ature of Building Inspector Planning Department (P.D.) Referral: P.D. Date Received: I ! Date of Comment: I I Comments: Signature of Planning Dept.-Staff Reviewer Final Determination Date: / I Decision: - Rinnnfiim of Rijildina insnPCtor TOWN OF SOUTHOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: October 16, 2012 TO: Harbor View Farm LLC for LIV 2 Max LLC 450 Harbor View Ave., Mattituck, NY 11952 Please take notice that your application dated October 5, 2012 For permit to construct facilities (two farm buildings) &operate sheep farm at Location of property: 5000 Cox Lane, Cutchogue,NY County Tax Map No. 1000- Section 96 Block 2 Lot 10.2 Is returned herewith and disapproved on the following grounds: Pursuant to Article 111, 280-13 and Article XXIV, 280-127, the use is permitted & approval from the Southold Town Planning Board is required. Note: Land Preservation permission is required also. Authorized Signature CC: file, Planning Bd. Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. intenaea use or property at bUUU Gox Lane Cutchogue: My family purchased this 28 acre farm from the Peconic Land Trust in November 2011. We plan to establish this property as a sustainable family farm (8 Hands Farm). We are focused on supporting/promoting Southold's farming community and adding to the diversity of the existing farms here on the North Fork(we were profiled in the New York Times and Suffolk Times and will be mentioned in an upcoming article on small family farms in Prevention Magazine). Our main business line will be sheep cheese along with the secondary products of raising sheep, meat and wool. We also plan to raise chickens and organic vegetables on this farm. We currently raise our flock of 40 Icelandic Sheep on a leased farm in MaftituGk. With regard to the building plan/design for this property,we would like to utilize the existing barn structure to facilitate a farm stand. Specifically,we propose to use one side of the barn(it is a double barn)which is approximately 2,100 sq ft. Immediately next to this barn would be space reserved for parking. We would like to add a small bathroom within this barn as well. Upon approval,we would like to beautify these bams by adding new siding and doors(it is an eyesore currently). Behind these bams and next to the parking area would be growing space for the farm's organic vegetables(approximately 1-2 acres). Beyond the development zone and vegetable growing area would be the facilities to milk our sheep and make cheese. In addition, we would look to add two other structures in this area for winter animal housing and hay/equipment storage. The use of this existing structure would allow us to begin renovating these bams and be prepared to start selling our farm's products. We have owned property on the North Fork since 1994 and based on our observation of existing farm businesses and farm stands, we felt this was an appropriate use of this barn structure when purchasing the property from the Peconic Land Trust(in AC zone versus residential zone). Furthermore,we would like to demonstrate to others, potentially interested in fanning, how either old/abandoned or existing farms can be converted into a diverse sustainable agricultural business on the North Fork. We respectfully request that you review our use plan in line with other established farm stands and similar businessesisituations, like Catapano Goat Cheese Farm and others. OFFICE LOCATION: MELISSA A.SPIRO Town Hall Annex LAND PRESERVATION COORDINATOR nf SO 54375 State Route 25 melissa.spiro@town.southold.ny.us Aw (comer of Main Road&Youngs Avenue) Air Southold,New York Telephone(631)765-5711 Facsimile(631)765-6640 MAILING ADDRESS: 'Coulm, P.O.Box 1179 Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD E February 7, 2013 �Flz)�F N Carol Festa FEB 7 MQ Thomas Geppel LIV 2 MAX, LLC P,1 M HPT, T0� t,,, -,��,,, 4 P.O. Box 792 PF 01_0 Mattituck, NY 11952 RE: SCTM # 1000-96.-2-10.2 LIV 2 MAX, LLC a.k.a HARBOR VIEW FARM LLC or 8 HANDS FARM Request for Land Preservation Committee Review of proposed agricultural structure on property on which Town owns a development rights easement Dear Landowners: The Land Preservation Committee Members, in accordance with Section 70-5 C. (2) [3] of the Town Code and Section 4.06 of the recorded Development Rights Easement, reviewed the request you outlined in an application dated January 8, 2013 for a proposed 60'x120' Morton-style building to be located within the area of the property subject to a Town development rights easement. Town Code Section 70-5-C. (2) [3] and the Development Rights Easement Section 4.06 require that the Committee serve as a review board for the granting of permits for the construction, reconstruction and additions of and to structures in or on agricultural lands in which the development rights have been acquired by the Town. The recorded easement for this property allows land within the easement to be used for the purpose of agricultural production. The use and improvements you requested are consistent with agricultural production and the recorded easement. The Committee is approving the use/improvements you requested within the development rights easement area. The Committee's approval J does not mean that you can proceed with construction. All improvements are subject to all applicable Town Code requirements. Agricultural production, as defined in Town Code Chapter 70 does not allow for processing and retailing and such uses are not allowed within the area of the property subject to the development rights easement. The use/improvements approved by the Land Preservation Committee are as follows: 1. Construction of a 60'x120' Morton-style building to be located within the Easement area, approximately 200' from Cox's Lane, as shown on the attached sketch submitted on 1/8/2013. 2. Building use is for animal housing, storage of hay and agricultural equipment. 3. Installation of two 10'x10' drywells with 8'6" effective depth in area sketched on survey. Please note that the Committee's approval of the use/improvements within the easement does not mean that such use/improvements will be approved or permitted by other Town Departments or agencies. The Committee's approval allows you to proceed with pursuing any applicable approvals that are required by Town Code. The Committee's approval is for that mentioned above only. Any changes, or additional improvement, will require approval by the Land Preservation Committee. Please feel free to call me if you have any questions regarding the above. Sincerely, Melissa Spiro Land Preservation Coordinator MS/md encs: landowner's application & survey showing proposed location cc: Planning Department w/ landowner's application & survey Building Department w/ landowner's application & survey Zoning Board of Appeals w/ landowner's application & survey OFFICE LOCATION: MELISSA A.SPIRO � ` �� Town Hall Annex LAND PRESERVATION COORDINATORS_ 54375 State Route 25 Inclissaspiro@town.southold.ny.us (corner of Main Rd"&Youngs Ave) Southold,New York. W. Telephone(631)765-5711 Facsimile(631)765-6644 MAILING ADDRESS: P.O.Box 1179 . ' Southold,NY 11971-0959 DEPARTMENT OF LAND PRESERVATION TOWN OF SOUTHOLD REQUEST for A01cultural Structure Placement on POR Lands , Tax map No. .1000- °I to 2 _ l0 1 L 1 am the owner of the property, describ d; below. arid. on which-.the Town purchased a development rights/conservation easement on or about Arw.. 1-11 2-004- (date). Name of Owner(please print): _ Name(s)Iof previous owner: t°:C vYC t C, U1 rte ..,(if applicable): Mailing Address: ak Z Property Location:. 7r cr/ L q ( . List type,size,.and.use of each.agricultural structure.proposed: _ va vy\t c bo, )S i.� a ±n r o�q C rn t? b rb p . *Attach location. rnap (survey,..tax map,. or sketch plan).showing placement area of agricultural. structure(s), distance.from.property boundary tines,.and any readily available.information.relating to.your request. foil may talk with.the Coordinator-at(631)765-5711 to discuss questions.or to.arrange to participate in any of the regular meetings of the Land Preservation Committee. Mr.Thomas Geppel Jr. 450 Harbor View Ave. t i' Mattituck,NY 11952 Ap scant nar.3 _ Pl ease.return.the completed form with attachments for ` U Town of Southold-Land Preservation Department *-All attachments must be signed.and.:dated,by property owner. �A 2 2013. DEPT OF LAND - R 'P law- �y Coc L u,e._ F� SURVEY OF PROPERTY A T CUTCHOG UE TOWN OF SO UTHOLD 00�,,j SUFFOLK CO UNT Y X Y. ' • ' 1000-96-02--10 SCALE.• 1"100' JANUARY 10, 2007 JAN. G6, 2007(CERTIFICATION) �eG h�ti� SLt� �+� ASS .� (O�, tp P �U' •�` � `r+ FALLOW f/` �� \• `� nELD jo�o IN �;�. � ate• DEVELOPMENT RIGHTS EASEMENT AREA-25-69.36 ACRES NEU FALLOW + z MAILING ADDRESS: xcz�rcr PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI �y��af S�(JryQ�`4 Southold,NY 119 71 Chair OFFICE LOCATION: WILLIAM J.CBEMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III (cor. Main Rd.&Youngs Ave.) MARTIN H.SIDOR OliYCnAV, Southold,NY 1 r'Xr�� Telephone:631765-1938 Fax:631765-3186 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From: Brian Cummings, Planner(6) Date: February 19, 2013 Re: Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' slo CR 48 and Cox Lane, Cutchogue SCTM#1000-96-2-10.1 ' lo,,�, The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. This site plan is for the proposed construction of a 60' x 120' (7,200 s.f.) metal barn on a 25.69 acre Town of Southold Development Rights parcel and the conversion of an existing 4,200 s.f. barn to a farm stand on the adjacent 1.84 acre reserved parcel that includes a two-story dwelling in the A-C Zone. Thank you for your cooperation. Encls; Site Plan Application Site Plan 1 FEB 1 't) 2013 TOb'iN OF`i?I N01.D i SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION FORM Site Plan Name and Location Site Plan Name: 940 a(. Application Date: Q-j 10 / --- Suffolk County Tax Map#1000- y� - Z -1,2 Other SCTM #s q& '�Z _ for / Street Address: t-4010- �A f 0V&P--- Hamlet: 6�6n 0 Vf— Distance to nearest intersection: J 50 40 41Q(1 yt2V't ly1(}S� Otc�lr yt} tj--- Type of Site Plan: ')( New Amended Residential Zoning District r.c.J�7A" � Owners/Agent Contact Information Please list name, mailing address, and hone number or the people below: Property Owner �.1 t/o�Vii_ C - 00, Street P,0 2`-- City N)A 4 t kc L State- Zip 5L Home Telephoned�" Z�b'�SZ Other Applicant 4-�✓bor VI-Pew - 0- "5 Street 415 0 �0✓bw UI CW City Not 4, �M d- State_/ Zip A I S Z- Home Telephone (p 1' 151 L Other q 1 -4 Zg Applicant's Agent or Representative: / Contact Person(s)* -Tko vh C�a5 ep p_e__ Street )-45Q AaV ba,- V I f,&w,2 m- , City TV C--L State Zip �- Office Telephone Other 5-1 -5$o Z *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Site Plan Application Form 211812010 Site Data Proposed construction type: -New _Modification of Existing Structure Agricultural Change of use Property total acreage or square footage: a 3.S3a0,fs ac./sq. ft. Site Plan build-out acreage or square footage: c./sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: Does the parcel(s) meet the Lot Recognition standard in Town Code§280-9 Lot Recognition? Y N If"yes", explain(and attach any necessary documentation-title report, subdivision approval, etc.) Building Department Notice of Disapproval Date: W 11b / /I- Is an application to the Southold Town Zoning Board of Appeals required? Yes X No If yes, have you submitted an application to the ZBA? Yes__)(_ No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. Prope✓hi C."VvevN 41ats .7 barv�Q cz►.,. c. Vioywe List all existing property uses: Y_,el,,kA • t-4V` Ct llas bCC P 1aM V4 14 �Vlla e +rC- ,g 4je.epavnn. (7 Deis A �o►n . List all proposed property uses: WC- LA"t rope r - a " a �arVK 0pev"a+1dV- 4V ohc�Ade_ ralst r5 sheep , we Wov1 1. COVIS-tyoc o" Inar,1 b00%-e ahC, teqv, pvWlev+ Other accessary uses: ctvx6 mo tie vs-e -0 tx V75 brkr,,yam as. OtL �=vW kC&Vvj Existing lot coverage: °fn % Proposed lot coverage: % Gross floor area of existing structure(s):2106* sq. ft. Gross floor area of proposed structure(s):�:1 {-f Qe rrWKk'1_h'� 0A%aV1. OF s rvdv yr we u," I tU 4v vs,e Parking Space Data: #of existing spaces: 0 #of proposed spaces: Loading Berth: Yes Na Landscaping Details: Existing landscape coverage: 0 % Proposed landscape coverage: 0 % * k W l k t ..t t'_A v lys. Wetlands: Is this property within 500' of a wetland area? Yes No X Maybe— I, the undersigned, certify that all t above info ati is true. Signature of Prepay Date: �1 4113 -er- //- 2 Site Plan Application Form 211812010 MAILING ADDRESS: PLANNING BOARD MEMBERS P.O.Box 1179 DONALD J.WILCENSHI O��QF S���yOl Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY G 54375 State Route 25 JAMES H.RICH III '�`O �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR l''CDUtM Southold,NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 9, 2013 Mr. Thomas Geppel 450 Harbor View Avenue Mattituck, NY 11952 APR 1 0 2013 4e: Approval - Proposed Site Plan for 8 Hands Farm BLDG. DEPT. 4735 Cox Lane, ±550' s/o CR 48 & Cox Lane, Cutcho ue TOWN U SOU1110M SCTM#1000-96-2-10.2 Dear Mr. Geppel: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 8, 2013: WHEREAS, this site plan is for the proposed construction of a 60' x 120' (7,200 s.f.) metal barn on a 25.69 acre Town of Southold Development Rights parcel and the conversion of an existing 4,200 s.f. barn to a farm stand on the adjacent 1.84 acre reserved parcel that includes a two-story dwelling in the A-C Zone, Cutchogue; and WHEREAS, on January 16, 2013, Thomas Geppel, owner, submitted an application for site plan review; and WHEREAS, on February 7, 2013, the Southold Town Land Preservation Committee reviewed the above-referenced application for a 60'x 120' Morton-style building to be located within the area of the property subject to a Town Development Rights Easement. The recorded easement for this property allows land within the easement to be used for the purpose of agricultural production, and as such, the application was approved as follows: (1) construction of a 60'x 120' Morton-style building to be located within the easement area, approximately 200' from Cox's Lane, as shown on the sketch submitted January 8, 2013; (2) building use is for animal housing, storage of hay and agricultural equipment and; (3 gK&U' drywells with 8'6" effective depth in area sketched on survey: and. WHEREAS, on February 11, 2013, the Planning Board formally accepted the agricultural application for review with revisions; and 8 Hands Farm Page Two April 9, 2013 WHEREAS, on February 14, 2013, the applicant submitted the required revisions to the site plan; and WHEREAS, on February 15, 2013, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) 6 NYCRR, Part 617.5 (c) (3), has determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5 (c) (3) "agricultural farm management practices, including construction, maintenance and repair of farm buildings and structures, and land use changes consistent with generally accepted principles of farming" and, therefore, not subject to SEQRA review; acid WHEREAS, on February 27, 2013, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on February 27, 2013, the Cutchogue Fire District determined there was adequate fire protection for the site; and WHEREAS, on March 8, 2013, the Southold Town Architectural Review Committee reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board; and WHEREAS, on March 18, 2013, a public hearing was held and closed; and WHEREAS, on March 20, 2013, the Southold Town Engineer reviewed the application, provided comments, and the plans were revised to the satisfaction of the Planning Board; and WHEREAS, on March 21, 2013, the Southold Town Zoning Board of Appeals reviewed the application and request for variances, whereby granting the variances as applied for with no conditions in conjunction with the site plan dated January 10, 2007, prepared by Thomas Geppel; and i WHEREAS, on March 25, 2013, the Town of Southold LWRP Coordinator reviewed the above-referenced project and has determined the proposed project to be consistent with Southold Town LWRP policies; and I WHEREAS, on March 26, 2013, the Suffolk County Planning Commission deemed the site plan application a matter for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on April 8, 2013, the Southold Town Chief Building Inspector reviewed and j certified the proposed site plan as a permitted use in the A-C Zoning District; and i 8 Hands Farm Page Three April 9, 2013 WHEREAS, on April 8, 2013, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board grants Approval to the site plan entitled "8 Hands Farm", hand-illustrated on a survey for SCTM#1000-96.-2-10.2 dated January 10, 2007, last revised January 26, 2007, stamped received in the Planning Department on February 14, 2013 and authorizes the Chairman to endorse the site plan including the following eleven (11) pages: 1. Page 1: General Site Plan, stamped received February 14, 2013 2. Page 2: Detailed Plan of Farm Stand and Parking, stamped received March 27, 2013 3. Page 3: Renderings of Farm Stand, stamped received January 16, 2013 4. Page 4: Floor Plan for Farm Stand, stamped received January 16, 2013 5. Page 5: Floor Plan for 60'x 120' Barn, stamped received January 16, 2013 6. Page 6: Building Elevations from Southwest for 60'x 120' Barn, stamped received January 16, 2013 7. Page 7: Building Elevations from Northeast for 60'x 120' Barn, stamped received January 16, 2013 8. Page 8: Sign Light Fixture Cut Sheet 9. Page 9: Sign Light Fixture Photometric Data 10.Page 10: Wall Mount Fixture Cut Sheet 11.Page 11: Wall Mount Fixture Photometric Data Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. I 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 8 Hands Farm Page Four April 9, 2013 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. ilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map *rjf S MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 DONALD J.WILCENSKI Southold,NY 11971 Chair 1 OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex PIERCE RAFFERTY 54375 State Route 25 JAMES H.RICH III wou (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold, NY Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 22, 2014 11 ; Mr. Thomas Geppel is 450 Harbor View Avenue APR 2 2 2014 Mattituck, NY 11952 Re: Approved Site Plan for 8 Hands Farm Located at 4735 Cox Lane, ±550' s/o CR 48 and Cox Lane, ,-Cu,t-,c--,h---og-"u-e_ SCTM#1 000-96-2-4+4 Zoning District* A-C to Dear Mr. Geppel: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspection made April 10, 2014. The site is now in conformance with the approved site plan entitled "8 Hands Farm", hand-illustrated on a survey for SCTM#1 000-96-2-10.1 dated January 10, 2007, last revised January 26, 2007, stamped received in the Planning Department on February 14, 2013. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to call this office. Very truly yours, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Jamie Richter, Town Engineering Inspector *pF SO�lyol. Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1179 G Southold,NY 11971-0959 C0UNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD August 13, 2013 LIV2MAX LLC C/O Carol Festa PO Box 792 Mattituck, NY 11952 Re: 4735 Cox Lane, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 37964 — Agricultural Storage Building 2013-Apr-24 10A4 AM Morton Buildings, Inc. 6317344061 215 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured 309-263-7474 Morton Buildings,Inc. 252 W.Adana Street 1 c.NYS Unemployment Insurance Employer Morton,EL 61550 Registration Number of Insured 1532342 Work Location of Insured(Only required if coverage is specifically Id.Federal Employer Identification Number of Insured limited to certain locations in New YorkStale,i.e.,a Wrap-Up Policy) or Social Security Number 37-0347310 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southold 3b.Policy Number of entity listed in box"1 a" 54375 Maiu Road WC 9376311-09 Southold,NY 11971 3c. Policy effective period 10/01/12 to 10/01113 3d. The proprietor,Partners or Executive Officers are ®included. (only cheek box if all partnerdofficers included) ❑all excluded or certain partners/officers excluded. This certifies that the insurance carver indicated above in box "3" insures the business referenced above iu box"W' for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". ?lie Insurance Carrier will also notes the above a ardfica teho lder within 10 days D;'a policy is canceled due to nonpayment ofpremitrnis or within 30 days fF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate&valid for oneyear after this form is approved by the insurance carrier or its licensed agen4 or until the policy expiration date listed in box"3c';whichever is Please Note:Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Kelly Cada (Print name of authorized representative or licensed agent of inmmnee carrier) Approved by: ff4 A&., 10-01-12 (Si ) (bate) Title: Vice President-Enterprise Support Specialist Telephone Number of authorized representative or licensed agent of insurance carrier.847-605-6914 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105-2- Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us 2013-Apr-24 10:44 AM Morton Buildings, Inc 6317344061 3/5 Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein, however,sball be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse 2013-Apr-24 10 44 AM Morton Buildings, Inc 6317344061 4/5 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF INSMANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LANY PART 1. To be completed by Disabili Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a. Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured 309-263-7474 Morton Buildings,Inc. lc.NYS Unemployment Trisarance Employer Registration 252 West Adams Street Number of Insured Morton,IL 61550 1532342 1 d.Federal Employer Identification Number of Insured or _.. Social Security Number, ... 37-0347310 2. Nam and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich Insurance Company Town of Southold 3b.Policy Number of entity listed in box"I a": 54375 Main Road WC 9376311-09 Southold,NY 11971 3c. policy effective period: 10-01-12 to 10-01-13 4.Policy covers: a.® All of the employer's employees eligible under the New York Disability Benefits Law b.❑ Only the following class or classes of the employer's employees: Under penalty ofperjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed: 10-0 1-12 By: tco (Signatuteofinsumncocanrier'santhodrrd representative orNYS Lk=sed lnsumneeAgcni oftbai iimmce carver) Telephone Number: 847-605-6914 Title:Vice President-Enterprise Support Specialist IMPORTANT- If box"4e is checked,and this form is signed by the Insurance carrier's autborized representative or NYS Licensed Insurance Agent of That carrier,this certificate Is COMPLETE. Hail it directly to the certificate holder. If box 114b"Is checked,this certtficate lc NOT COMPLETE for purposes of Section 274,Subd.8 of the Disability Benefits Law.Itmust be mailed for cornplefiGn to the Workers'Compensation Board,DO Plans Accae ranee Unit 20 Park Street,Alb2cy,New York 12207. PART 2, To be completed by NYS Workers' Compensation Board(OW if box 110"of Part I has been checked State Of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability Benefits I,aw with respect to all of his/her employees. Date Signed (Signature ofNYS Workers'Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NIT disability benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Forin DB-120.1. Insure ice brokers are NOT authorized to issue this forth. DB-120.1 (5-06) 2013-Apr-24 10 44 AM Morton Buildiriys, Ir)c 6317344061 5/5 Additional Instructions for Form DB-120.1 By signing this form,the insurance carrier identified in box"3"on this form is certifying that it is insuring the business referenced in box "la"for disability benefits under the New York State Disability Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". This Certificate is valld for the earlier ofone year after this form is approved by t&e insurance carrier or its licensed agent,or thepolicy expiration date listed in box 113c` Please Note:Upon the cancellation of the disability benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,die business mitt provide that certificate holder with anew Certificate of NYS Disability Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability Benefits Law. - - DISABILITY BEN §220. SUM. 8 (a) The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article,and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in corumection with any work involving the employment of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that time payment of disability benefits for all employees has been secured as provided by this article. DB-120.1(5-06)Reverse • .41xA8 \�, X00.46• 1,lgl2S' &14wG)°,�..rr,} 1 oo YrL'.n#rite Thomas Gappe( 63:2984388 cam @8handsfarm.com j f • j! (� t C /r AMP MOO COERIFJQ'WMMU UWNG MUST it ' ,�� icy '� ' �'�,,t: •�#'' l�IN4y�i,n� • tkcr t ¢ Na ip.1 i 4.Pmt. y i we— zczo f. ar at �aad SID A soar F°J�`i -c�ctn,Ac(,. NS836 48 W N10/1'RW CORP SURVEY OF PROPERTY A T CUTCHOG UE •�`� ° TOWN OF SO UTHOLE SUFFOLK COUNTY; N. 00 - 1000-96--02--10 SCALE.- 1'-100' JANUARY 10, 2007 !y^ 4fr j a JAN. G8, 2007(C2`RTIF"ICATION) Sl G61 /tA, 4 �oG FEB 142013 �C3w/00°, /`f r ���'��. �°��,, Planning Board t� FALLOW FIELD ti*. /> �M�{, Fc� S6 / cl' DEVELOPMENT RIGHTS EASEMENT -- ARE4-25.5936 ACRES IRMC,4 new �xc FALLOW hry FIELD 41 A J VAG� 1 on '� a SURVEY OF PR OP.E'RT A T CUTCHOG UE ���' � •��'� TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 00 1000-96-02-10 4. SCALE. 1 100 S6, JANUARY 10, 2007 JAN. L6, 200MERTIFICATION) DEB Southotd'iown e' II�'S Pr rig' plannm 9�oacd t '� "`..mss � . . °roc�<o t� '�'' �cp• tv j .bc �� CEO rJ �Sp? A41 140-254(1),ACKNOWLEDGES THAT THE COi;.DITIONS OF �HE SITE PLAN F,�uow r �, APPROVAL SET TORTIJ IN THE RESOLUTION OF APPROVAL L ATED FrFtt1 ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). Q j 1 LEAS A O SIGTL r TITLE DATE TO OF SOUTHOLD PLANNING BOARD CHAIRPERSON SIGNA DATE NOTE:The approved site development plan shall be d for a poW of eighteen(I$) months from the date of approval as per code section I 5. a EVaOPMENT RIGHTS EASEMENT �. _... ARE4=2a 69M ACRES IRMa4 Bonn Neu FALLOW FIELD C - 4:� r, C IlL AIL 4 ILA, 0A JS ' r ti � � a r t 1 llfx►yG �OA�p OF V DATA . D. SQ�r � f \l IJ q I f -=. APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD M= _� HATE cr a � d • 4 � t i n v 0, V� 4( fi App 'OV BY PLANNING ARD TOWN OF SCJOTHOL D %0. a, i4 PAC y lYIORT` l - UILDINGS INC. D: 1 012013 Page. i 6 of 9 252 W Adams,P.Q_Box 399•Modan,Wnms 51550-0599 I 1306 60'x10'x120' #1} Column Plan .. o t 0 0 U i[�fJ ! f Nt s s �!! � � t Z I to ca f 1 ' € O O ca �L ca to APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE 428-104 4-20130110-18123061-D487-7 a n owner's w"s � cr • � (�.�S �� �A r tom._..... ���C- MBEA 4 Mp BUILD N Jt r Date: i�j 012013 f 252 W Adams,R0.Box 399•Mwrt ,Milem 61550.0399 Page: 1 5 Of 9 i Building 306 6p*x10'xl20' (#1) Perspective From The 5outhwes I' w� 1 I' 4 } ._ . t> c APPROVED BY 4: PLANNING BOARD TOWN OF SOUTHOLD DATE 128-1045420130110-18123061-D�B7 7 w r Ovabetsiliis /� 'PAC-7� IMEA f G �-BUILDINGS!K. Date: 1110/2013 252 W AdwM P.O.EM 399-MMM,Mob 61550-0399 Page: 4 of 9 Building 306 60'x10'x120' (#I) Perspective From The Northeast j I . m a _ _ 0 c.� Z - APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD ( DATE 128-10454-2013011"81230614:)387-7 �zo tort ui s Owneesilw -ft 7 I Sign 1 Floodlight Features • Asymmetrical reflector provides uniform coverage, even at close range • Customizable for application and design flexibility • Approved for indoor and outdoor applications • Quick ship orders available for incandescent installations • Easy to install and maintain • 5 years product warranty Applications The Sign 1 floodlight is ideal for illuminating signage at dose or medium range. It also provides adequate night time security lighting. Reflector The reflector is angled at 200 to project light backwards onto the wall where the sign would be mounted. It is made of Dimensions aluminum (aluminum is standard; other materials are available), with stainless steel hardware. It accommodates 27° the lampholder and possesses good thermal characteristics. LED Driver of CFrMH teen mm)�'�4- A white polyester powder coat on the inside produces a Wall Mount Ballast compound reflectance for uniform area coverage. 3.5° 6• Lamp f90 mm) (t 52 mm) The Sign 1 floodlight is designed to operate with LED (20W max.), compact fluorescent (42W max.), metal halide (100W 20' max.), and incandescent lamps (200W max.), for application (510 mm) and design flexibility. Although the reflector is angled ° asymmetrically, the lamp remains in the vertical position. Remote Mount f Socket Ballast 10" All lamp sockets used are compatible with other components f25cm)` , 4. 20' in the supplied system. Overall, production is in compliance with North American and European electrical standards; see Compliances. Finish Ballast The Sign 1 floodlight is finished with a white, TGIC thermo set Electronic compact fluorescent and pulse-start metal halide polyester powder coat on the inside of the reflector. The ballasts used with the Sign 9 share many attributes that exterior reflector and stem could be finished with a TMS contribute to the quality of light,energy savings and safety: standard colour using the same process, painted in a RAI_ • Virtual flicker-free operation colour, or plated with a TMS specialty finish to complement the • High ballast factor of 1.0 for maximum lumen maintenance theme. • High power factor greater than 90% Mounting • Low THD: CF< 10%; MH< 15% The rigid, aluminum conduit is designed to be mounted • Sound rated"A"for the most quiet operation perpendicular to a wall, where the resulting 90° bend places the reflector in an ideal position to illuminate tall signage below • EOL protection switches output OFF on lamp burnout -close to the sign,yet unobtrusive to view.The standard thread • Environmentally friendly, containing no PCB's size is 3/<° NPT, and '/" NPT is available for mounting in windy • Color-coded leads for easy installation areas, or for special applications where extra support is • Manufactured to iSO9002 Quality System Standards necessary. Options for both ballast types include wall-mounted, remote- Mount the Sign 1 floodlight on a wall, directly over a standard mounted, indoor and outdoor, with enclosures meeting the 4" electrical junction box with 3"/2" holes cic. The wall mount required NEMA standards for each type of application. ballast requires a single connection to line voltage, and the LED Driver remote mount ballast requires a connection to the lamp socket W A�F)RG E� leads and another to the line voltage. The LED source is v d electron c driver for cool, flicker-free operation, and energy saving . Compliances Built from quality co pk���nu Itty consiste t The Sign 1 is UL1CSA approved for indoor and outdoor power, a extends �Tamp ee. is"r`em'o'te-mounted, ar d locations,wet and dry(IP23). It complies with USTC standards can be us on a f6WN QF SOUTHOLD and Consultants Europe directives. DATE 12Zac13 3 IP23 1&0 C' /0 --metric Data Product Key MA Type: 6Hx6V PW as per i 1 2 3 4 r imens 1. Lamp A 1x 20OW Incandescent(Outdoor) 1 B 1x 42W PL-T(Wall-mount ballast;indoor) C 1x 42W PL-T(Wall-mount ballast;outdoor) D 1x 10OW MH ED-17(Wall-mount ballast; indoor) hs E 1x 100W MH ED-17(Wall-mount ballast;outdoor) H 1 x 42W PL-T(Remote ballast;indoor) J 1x 42W PL-T(Remote ballast; outdoor) K 1x 100W MH ED-17(Remote ballast;indoor) L 1x 10OW MH ED-17(Remote ballast;outdoor) M 15W LED(850 Im @ 25°C T) i N 20W LED(1,650 Im @ 25°C T) 2. Voltage 1 120V 2 277V 3 347V(consult factory) F 4 220 to 230V 'lane @ 0°H: •lane @ 90°H: 3. Finish F## TMS Standard Colors Max Intensity: off—sv RL RAL colors(consult factory) Candelas per 1,000 lumens 4. Options BU Emergency Ballast(Remote;CF only;consult factory) G 1 Clear Elongated 7"h x 3"d(max:INC100W,CF32W,MH70W) GR330 Wire Guard 10"(25 cm) North America:CF Electronic ballast supplied; 1-K/L MH magnetic I ballast supplied; 1-M/N LED driver supplied. r 1 z 80%max.cd: Europe and Asia:220 to 230V CF electronic ballast supplied; 1-K/L i ° MH magnetic ballast supplied; 1-M/N LED driver supplied. A —-- 70%max.cd: LED lamps are included, not others. 50%max.cd: 30%max.cd: 20%max.cd: Custom 10%max.cd: TMS Lighting can customize this and many of our standard r .f fixtures. The dimensions, lamp types, enclosure and colors _! could be modified to suit your lighting and architectural re- quirements.Contact your local representative for more details. �WA, Warranty TMS Lighting covers this product with a limited warranty for a period of five (5) years from the date of purchase. This war- ranty is effective only when the products are used within the parameters of the recommended operating environment. In- -Y: stall in areas eed 50°C/1220F. APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE 91goo TMS Lighti Inc. o m 247A Summerlea Road /r Fax Brampton,Ontario (905)793-1175 Canada L6T 4E1 ons are subject to change without notice. UK&Europe 44-1474-250-654 Web Site:tmslighting.com 44-1474-747-957 11 AK Calvin - Wall Mount Features • Provides excellent coverage and uniformity, suitable for general and localized lighting • Versatile with several lamp types and hardware finishes • Smooth dimming without any color shift(optional) • Vandal-proof with optional globe and wire guard • Stays ON in case of a power failure with the optional emergency ballast • Quality components combined with the most current technology for high efficiency and reduced lighting costs • Cool operation for extended lamp and component life • Maintenance is simple; easy to clean and re-lamp Applications The Calvin wall-mount luminaire is ideal for illuminating areas where localized distribution is necessary, such as doorways and entrances, laneways, patios, and could provide adequate night- time security lighting. It lends itself to commercial, and industrial applications that could benefit from materials and maintenance cost reductions. Calvin could either augment the existing lighting Dimensions system, or illuminate a small to medium-sized area. 3.5'(8.9 an) Fitted with an optional globe diffuser and wire guard, it becomes 31'(78.7 cm) weatherproof and vandal-proof, while providing good nighttime visibility. Calvin is also available as a pendant-style model. Reflector 1s(38.1 cm) The 16" (40.6 cm) diameter reflector is made of high grade (greater than 99% pure) aluminum. The design produces a direct distribution pattern that is in the cut-off class. The reflector as- sembly is supported by a rigid conduit(W NPT)connected to the 7— Optional LED Driver or cover plate. CF/MH Ballast (-----e 18`(40,8 cm)----�.I Lamp The Calvin is designed to operate with 15 and 20W LED, com- LED Dimmer pact fluorescent (42W max.), metal halide (100W max.), and incandescent lamps(150W max.),for design flexibility. The optional LED dimmer can be installed into a standard switchbox. It controls the intensity of the light output over the up- Ballast per 90% of the range (10% min. to 100% max.). Integrated pulse Electronic compact fluorescent and pulse-start metal halide bal- width modulation (PWM) technology ensures a consistent color lasts used with the Calvin share many attributes that contribute to temperature (CCT) when making adjustments, for no color shifts the quality of light, energy savings and safety: or blurs. You can adjust the amount of light while maintaining the • Virtual flicker-free operation same quality. • High ballast factor of 1.0 for maximum lumen maintenance Mounting • High power factor greater than 90% Mount on a wall, directly over a standard 4" electrical junction box • Low THD:CF< 10%; MH <15% with 3%2"holes c/c. • Sound rated"A"for the most quiet operation Finish • EOL protection switches output OFF on lamp burnout The Calvin wall mount luminaire is available in a multitude of poly- • Environmentally friendly,containing no PCB's ester powder coated, RAL and specialty finishes. The reflector is • Color-coded leads for easy installation painted white to maximize reflectance, then the specified finish is • Manufactured to IS09002 Quality System Standards applied to the outside.See the color chart for available finishes. CF ballast area so equip e w y Compliances electroma netic interfq& t'1 D� The Calvin pendant is UL and USTC listed, complies with the Con- LED Driver V D sultants Europe directives, and rated IP23 for indoor and outdoor t89ARtD applications. The LEDs urce is co a me driver for cool, flick -free operation and energy savings. Built from quali y componer Is, the c>(I� er n ' t exten s LED lamp � he a a enclosu , and can be t�A l t a 120V line. A t / /off o�� c 4D us I P23%A C E IES ROAD REPORT IPA PHOTOMETRIC FILENAME : 2-CF42.IES ISOFOOTCANDLE LINES OF HORIZONTAL ILLUMINANCE -- -- I 2 .. --_ - !. _ _ ----- I � i .5 1 I II House Side �. Street j (Side 3 ' I i , � I i 135 - - , C 2.75 I j 3 - - - i I I I j i E I 5 --- i. _.. 1 - 0 1 2 2.25 3 3.75- 4 5 6 7 Distance in Units Of Mounting Height Values Based On 12 Foot Mounting Height APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts,Inc. Page 5 Calculations based on published IES Methods and recommendations,values rounded for display purposes. Results derived from content of manufacturers photometric file. 1 -- -- uuaaa Iypc span r.1-n.L 11 e x1gnL u Cngsneenng 128025912 RI 1 Z2N 590900 4.034 0 f° J a HO 1-3-8 e� I( T• �sO .._.._.._._16-1-4... ______..._._.._......_._� ......_...... 13_:..9-4 __--!--------..._ 13-9 ..-00 ......__ ' __\� .}.. ..._...__....._..i 3.9 6 3 f..._ S ......._I `� 9� #8.75x11.25 /�-� �,_;,;;,E; ! #18G-MN18-11.25x12.5 D F #1Z C T2 T I' 1d8G-MN18-7.5x16.25 #2.5x5 W4 W8 #2.5x5 &18G-MN18-7.5x16.25 &1@r." H A 18-6.25x2t-.Q0 W2 W5 W7 W9 W10 � -MN18-6.25x12.5 W3 W11 W12 A W Wi I .___..... Bl R - Q B2 O N M K J B3 r &18G-MN18-11.25x17.5#5x6.25 #8.75x8.75P #8.75x11.25 #8.75x11.25 #8.75x8.75 #5x6.25&18G-MN18-11.25x17.5 #18G-MS18-8x16 L #18G-14S18-8x16 B�.i ............... __3�-31 5..._......_..... -;--._... .. . . _....._ .39 11 6............... __.__._ -,.� - ........._i9-11 0' _...___..............., rt3-- __. _.._.__........_.. _ 59-9-0_._._... ....._..__.............. .............._........_._._ EXCEPT AS SHOWN ALL PLATES ARE MN2020, # - PLATS SELECTED IN PLATE MONITOR Scale:0.110"=1' MiTek® Online Plus' APPROX. TRUSS WEIGHT: 799.8 LBS Online Plus -- Version 30.0.014 BC V 0 0 0.01 59.8' RUN DATE: 29-JAN-13 TL Defl -0.89" in 0 -M L/794 LC# 3 NonStandard Loading LL Defl 0.77" in M -K L/920 Sout`h`ern Pine lumber Dur Fctrs - Lbr 1.60 Plt 1.60 Hz Disp LL DL TL plf - Dead Live* From To at A 0.221, 0.07" 0.28" TC V 30 0 0.01 59.8' Shear // Grain in A -B 0.39 CSI -Size- ----Lumber---- BC V 0 0 0.01 59.8' TC 0.46 2x10 SP-2400f-2.OE TC N 0 191 0.01 29.9' Plates for each ply each face. BC 0.75 2x10 SP-2400f-2.OE TC N 0 131 29.9' 59.8' Plate - MN20 20 Ga, Gross Area WB 0.82 2x 6 SP-#1 Plate - MN18 20 Ga, Gross Area -- 0.70 2x 4 SP-#1 LC# 4 NonStandard Loading Plate - MS18 20 Ga, Gross Area B -R R -C C -Q Q -D Dur Fctrs - Lbr 1.60 Plt 1.60 at Type Plt Size X Y F -K K -G G -J J -H plf - Dead Live* From To B MN20 2.5x 5.0 Ctr Ctr WG --- 2x10 SP-#1 TC V 30 0 0.01 59.8' C MN18 11.2x12.5 Ctr Ctr BC V 0 0 0.01 59.8' D# MN20 8.8x11.2 Ctr Ctr Brace truss as follows: TC N 0 131 0.01 29.9' E# MN18 10.0x16.2 Ctr Ctr O.C. From To TC N 0 191 29.9' 59.81 F# MN20 8.8x11.2 Ctr Ctr TC 24.011 0- 0- 0 59- 9- 0 G MN18 11.2x12.5 Ctr Ctr BC 45.011 0- 0- 0 59- 9- 0 Membr CSI P Lbs Axl-CSI-Bnd H MU20 2.5x 5.0 Ctr Ctr One 2x4 T-Brace ----------Top Chords---------- R# MN20 5.Ox 6.2 Ctr Ctr Q -D D -O 0 -E E -M A -B 0.39 11996 C 0.23 0.16 Q# MN20 8.8x 8.8 Ctr Ctr M -F F -K B -C 0.46 11646 C 0.21 0.25 P MS18 8.0x16.0 Ctr Ctr Attach to 1-1/211 edge w/10d C -D 0.30 10993 C 0.21 0.09 O MN20 8.8x11.2 Ctr Ctr nails at 6" o.c. T-Brace D -E 0.26 9169 C 0.12 0.14 M# MN20 8.8x11.2 Ctr Ctr must cover 90% of web length E -F 0.26 9169 C 0.12 0.14 L# MS18 8.0x16.0 Ctr Ctr and have a MOE >= 1.40E6. F -G 0.30 10988 C 0.21 0.09 K# MU20 8.8x 8.8 Ctr Ctr G -H 0.46 11645 C 0.21 0.25 J# MN20 5.0x 6.2 Ctr Ctr psf-Ld Dead Live H -I 0.39 11996 C 0.23 0.16 TC 4.0 20.0 --------Bottom Chords--------- # = Plate Monitor used BC 0.0 0.0 A -R 0.67 11278 T 0.51 0.16 Placement Tolerance Used 0.25 in. TC+BC 4.0 20.0 R -Q 0.58 10844 T 0.35 0.23 Total 24.0 Spacing 90.011 Q -P 0.33 9396 T 0.30 0.03 REFER TO ONLINE PLUS GENERAL Lumber Duration Factor 1.15 P -O 0.33 9397 T 0.30 0.03 NOTES AND SYMBOLS SHEET FOR Plate Duration Factor 1.15 0 -M 0.25 7683 T 0.25 0.00 ADDITIONAL SPECIFICATIONS. TC Fb=1.00 Fc=1.00 Ft-1.00 M -L 0.35 9396 T 0.32 0.03 Reports: ICC-ES ESR-3080 BC Fb=1.00 Fc=1.00 Ft=1.00 L -K 0.35 9396 T 0.32 0.03 NOTES: K -J 0.65 10840 T 0.49 0.16 Trusses Manufactured by: Total Load Reactions (Lbs) J -I 0.75 11278 T 0.59 0.16 Morton Buildings, Inc. it Down Uplift -------------Webs------------- Analysis Conforms TO: A 5377 4317 G B -R 0.11 852 T ANSI/TPI 95 & 02 I 5377 4317 G R -C 0.70 791 C G = Gravity Uplift C -Q 0.66 1632 T Q -D 0.54 2046 C 1T-Br NOTE: USER MODIFIED PLATES it Brg Size Required D -O 0.45 2506 T 1T-Br This design may have plates A '5.51t 4.511 0 -E 0.82 2609 C 1T-Br selected through a plate I 5.511 4.5f1 E -M 0.82 2612 C 1T-Br monitor. M -F 0.45 2508 T 1T-Br Max comp. force 11996 Lbs LC# 2 Dead Load Check F -K 0.54 2045 C 1T-Br Max tens. force 11278 Lbs Dur Fctrs - Lbr 0.90 Plt 0.90 K -G 0.66 1626 T Connector Plate Fabrication plf - Dead Live* From To G -J 0.70 789 C Tolerance = 10% TC V 30 0 0.01 59.81 J -H 0.11 853 T Online PIUSTM 0 Copyright MiTek®1996-2012 Version 30.0.014 Engineering-Portrait 1/29/2013 8:59:36 AM Page i AIL NOTES: HO 1-3-8 HO 1-3-8 SL 1 9-8-14 7-3-0 7-3-0 7-3-0 7-3-0 7-3-0 7-3-0 9-8-14 BPI 9-2-13 16-1-4 22-11-14 29-10-8 36-9-2 43-7-12 50-6-3 59-9-0 I 6-10-7 6-10-10j,.. 6-10-10 i 6-10-10 6-10-10 6-10-7 _L___9_2-13 ti_...._._.. ._ SLI 16-11-14 14-6-0 14-6-0 16-11-14 BP 16-1-4 29-10-8 43-7-12 59-9-0 _TC 16-1-4 1 13-9-4 1 13-9-4 1 16-1-4 3.963E H 3.963 SL 31-7-14 #9.75x11.25 D F CROWN C,G 0-0-8 #1eG-MN18-11.25x12.5 T2 T3 #19G-MN78-11.25x12.5 C G s 11-3-0 W6 4�p #2.5x5 W8 #2.SxS AE MN18-7.5x16.24.03,F B W H-1�4>;.03f18G-MN18-7.5x16.25 &:�8G-MN18-6.25x12.5 W2 WS W9 W10 418G-MN18-6.25x12.5 W3 W11 W12 A W1 I i B1 g P 0 N B2 M R J B3 &18G-MN18-11.25x17.5 #5x6.25 O.1D04 #18G-MS18-9x16 #8.75x11.25 #8.75x11.25 #8.75x8.75 #5x6.25 &19G-MN18-11.25x17.5 - - Q L #8.75x8.75 #18G-MS16-8x16 _BC' __._.._19-11-0 — _....—._.-- 6 EP' 19-11-0 39-10-0 59-9-0 19-11-0 19-11-0 ----- �-"y— ---- - -� ......_..BC .__-7 7-8 5-5-8 4- if-1-0 �- EP 10-1-13 17-9-5 ,-o,i 25-4-9 29-10-8 34-4-8 39-10-0 r+l.t 49-7-3 59-9-0 10-1-13 7-7-8 CHc ago 7-7-9 10-1-13 NTN CNN rl Y EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale:0.148"=1' MiTek" Online Plus' Job Mark Quan Type Span P1-H1 Left OH Right OH Single Drawing 128025912 RI 1 Z2N 590900 4.034 0 0 Online Plus—0 Copyright MiTek®1996-2012 Version 30.0.014 Single Drawing per Page 129/2013 8:59:36 AM Page 1 OFFICE.- DESIGN AND EXPLANATORY NOTES r, CUTCHOGUE, NY JOB NO. MORTON BUILDINGS GENERAL SPECIFICATIONS 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 1 28-025912 __j LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S INCORPORATED AS PART OF THESE DRAWINGS. or COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.1 1.2 FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY STRUCTURAL MEMBER = 15 PSF THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE c.) FOOTINGS = 13 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL. COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING CONCRETE (SEE PLANS). UNDER THE DIRECTION OF THE LICENSED / REGISTERED ENGINEER TO ALTER ANY ENGINEERING ITEM. TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR 5.) *THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDIN COMPLYING WITH USE CATEGORY UC4A (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. o_ GUIDELINES AND STANDARDS. 6.j ROOF SNOW LOAD CALCULATIONS N FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY Ps = 0.7 x Ce x I x Pg x Ct x Cs 36"O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. Ce = SNOW EXPOSURE FACTOR = 1.0 Q_ SPACED APPROXIMATELY 24"O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR f = IMPORTANCE FACTOR =0.8 co 2 OR BETTER ON EDGE w Pg = GROUND SNOW LOAD = 20 PSF � � Ct = THERMAL FACTOR = 1.2 Q z Cs = ROOF SLOPE FACTOR =0.94 a/ w BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS Ps = 0.7 x 1.0 x 0.8 x 20 x 1.2 x 0.94= 12.6 PSF ' ^ Z v O a REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN 7� ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. Z SIDING PANELS (FLUOROFLEX 1000 TM) -0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH LLJ LJLJ AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. Z ROOFING PANELS (FLUOROFLEX 2000 TM) -0.019"MIN., AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND 70% PVDF TOPCOAT WITH A TOTAL MINIMUM PAINT UJI SAM THICKNESS OF 2 MILS ON EXTERIOR. J CL z a- LLi TRIM- DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, LJJ RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. O Q O GUTTERS-5 K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH ~ SIDES OF THE BUILDING. U O � H 2x4F2Fl 02/12 U LLJ 0 O U Q 0 CIO - Zo ( � a C/5 z LU = Qlyc w a y BUILDING DESIGN CRITERIA a m,5 h NOTED Lu S BUILDING CODE 2010 BUILDING COIDE OF NEW YORK STATE USE GROUP AGRI4CULTURAL P. # 9� CONSTRUCTION TYPE VB 72Q0 SO FT F F -: .._��� ' BUILDING AREA ,M E NT AT ' MEAN ROOF HEIGHT �~ 16'-7' NOl li- 7E 5-181 (_)R THE_ BUILDING CATEGORY I _ FGLL'_)l' 0 MINIMUM LIVE ROOF LOAD DESIGN SEE NOTE #3CY.� 1. FOCI ROOF SNOW LOAD* 13 PSF (SEE NOTE #6) 1 � �� 11 �� FOR Pv 20 PSF 2. ROUGH F GROUND SNOW LOAD I STRAPPING. F MAXIMUM DESIGN ELEVATION 1000FT "i � `' :_�r'a E .r.,tl �'m3 � "F.� 3. INSULATION j�,L WIND SPEED Vas 120 MPH 4. FINAL- COMPLE71 E `� � " ,° ��' - "" " MUST BE COMPLETE WIND IMPORTANCE FACTOR 0.77 I� R� E �7 VIIITFC ALL CONSTRUCTION SHAL FRAMING UNTIL SURVEY,._. �'OF�FOUNDATIOrN LOCATION�_� REQUIREMENTS OF THE. '1` �- EXPOSURE CATEGORY C YORK STATE. NOT RESPON:' INTERNAL PRESSURE COEFFICIENT .}0.18 HAAS BEN APPROVED., DESIGN OR CONSTRUCTION El-�f;:G ,. BUILDING DESIGN CONDITION ENCLOSED �? RETAIN STORM WATER RUNOFF PEAK HEIGHT 21'-7" DI IRSUANTTO CHAPTER 236 WIND LOAD DESIGN ASCE i7 METHOD 2 r ' ' " `� THE TOWN CODE. ZONE 1 E 20.09 PSF I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR ZONE 2E -26.15 PSF THIS BUILDING WAS PREPARED BY ME OR UNDER MY ZONE 3E -17.85 PSF DIRECT SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED PROFESSIONAL ENGINEER. ZONE 4E -16.70 PSF _ `- °` � DRAWN BY: BYBEE ZONE 5E 16.53 PSF '- MAIN WINDFORCE RESISTING SYSTEM DATE.• 1/16/2013 (ALL FORCES ACT NORMAL TO THE SURFACE) ZONE 6E -12.76 PSF (FOR ZONES SEE MWFRS ON ELEVATIONS PAGE) ZONE 1 14.70 PSF ` ��� -- -` CHECKED BY.• GMC t (MAXIMUM VALUE SHOWN) . '_' TYPICAL LUMBER SPECIFICATIONS -2005 NDS ZONE 2 -18.20 PSF MICHAEL L MCCORMIC r t w %; DATE. Ol/24/13 SI2ZE DESCRIPTION BENDING VALUE Fb ZONE 3 -13.57 PSF DATE:1-3o-r3 REG.# _ „._..: -- ;` REVISED DATE. - 2yx4 NO.2 SPF 1313 PSI ZONE 4 -12.46 PSF �' � '`�:��,r" REVISED DATE.• -- 2�x4 NO. 1 SYP 1850 PSI Fct j -- ZONE 5 12.13 PSF � �• ��`---� " x4 2100f MSR SPF 2100 PSI ZONE ti -9.$3 PSF � '{fir �`��'` °� � ' REVISED DATE.• - ti SHEET INDEX 2-x6 NO.2 SPF 1 138 PSI ZONE 1 14.23, -22.60 PSF REVISED DATE.' --- 2,x6 NO. 1 SYP 1650 PSI ZONE 2 14.23, -39.34 PSF SHEET# DESCRIPTION 2J'x6 2100f MSR SPF 2100 PSI COMPONENT 8 CLADDING LOADS (ALL FORCES ACT NORMAL TO THE E SURFACE)SURFACE) ZONE 3 14.23, -58.17 PSF Gl OF G1 SPECIFICATIONS &SHEET INDEX 2),X6 2400 MSR SYP 2400 PSI (FOR ZONES SEE ELEVATIONS) ZONE 4 _ 24.69, -26.78 PSF Sl OF S7 COLUMN PLAN 2'x8 NO. 1 SYP 1500 PSI ZONE 5 24.69,-33.06 PSF TRUSS/BRACING PLAN,TRUSS DRAWING,TRUSS TIE DETAILS, 2'x8 2400 MSR SYP 2400 PSI S2 OF S7 PURLIN DETAILS, PURLIN LAYOUT & END RAFTER CONNECTION 2W10 NO. 1 SYP 1300 PSI DETAILS 2x10 2400 MSR SYP 2400 PSI S3 OF S7 ELEVATIONS 2x l2 NO. 1 SYP 1250 PSI S4 OF S7 SIDEWALL SECTION, ENDWALL SECTION, STILT ISOMETRIC, 2)K12 2250f MSR SYP 2250 PSI COLUMN SPLICE DETAILS &SHEARWALL DETAILS SLIDING DOOR HEADER SECTIONS &SLIDING DOOR BEAM 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI S5 OF S7 DETAILS 3 1/2"x15" GLU-LAM 1650 PSI SLIDING DOOR DETAILS, WINDBOURNE DEBRIS PROTECTION 5 114!*16 1/2" GLU-LAM 2400 PSI S6 OF S7 DETAILS &CUPOLA FASTENING DETAILS 51/4 1/2" GLU-LAM 2400 PSI SCALE.-AS NOTED S7 OF S7 FASTENING SCHEDULE SHEET NO. GIOF Gl OFFICE.' CUTCHOGUE, NY JOB NO. 128_025912 • o U � N W CO O ' ^/ Z W Z 0 C � � V Z rl0000 W W 04 01 04 04 c%l Z 04 04 04 \ V 04 c h M O O 7 , i t O O Lu 00 M _ - _i - _� �F CV �� O r ^ } 0 7'-4 1/2" T-6" 5'-9 3/4" 5'-7 1/2"M N 7'-6" M T-6" 7'-6" 7'-8 1/4" �1 29'-7 1/2" �0 T-8 1/4" 01 T-6" T-6" T-4 i/2" — 1'-0"VENTED SlDEWALL OVERHANGS O_ Z Ld UJ ,n a 3'-6 3/4" �--- 1"-0" NON-VENTED ENDWALL OVERHANGS V O u - - - - - - -I - - -� l -� in 59' 9" ---�- 59 -9 �- N 16"R 24'R © 24"R 16"R O 16"R 224"R 24"R 24'R 24"R 30"R 30"R 24"R 24"R 24"R 16"R U O �- w Z C e O D 16"R I – — 52'-4 1/2" = O 52-4 1/2 – � 16"R I U I 0/ o J Q ;o I � � � X n O – 16"R 16"R 44'-7 1/2" Z m 44'-10 1/2" I V O z W = o � W 37'-4 1/2" — 16"R � f a 33'-10 1/2"M — 16"R E _J I N ZQ bo 25-10 1/2" — 16"R �o M 22'-4 1/2" – 16"R o 16"R 15'-1 1/2" 14'-10 1/2" — � 16"R :o r\ 7'-4 1/2" — 16"R 16"R — 7-4 1/2" N A C O S4 S5 <7 � O { v 24'R A 24"R 24'R ;24"R 24"R 24"R 24"R 30"R 30"R 24"R 24"R 24"R 16"R 16"R ■ ■ ■ 0 0'-0" 01-01, ' — ; DRAWN BY. BYBEE I � ( I I I I I I I I I i I DATE. 1/16/2013 7-4 1/2" 7'-6" 7'-6" 7'-6" 7'-6" 7-6" 7'-6" 7-8 1/4'. 29'-7 1/2" 7-8 1/4" 7-6" 7-6" 7-4 1/2" CHECKED BY. GMC DATE.• 01/24/13 o \ cq \ \ \ \ \ M � REVISED DATE.' -- COLUMN PLAN LEGEND - o 0 o O REVISED DATE.* -- N w Lo 10 ❑ - 3-2x6 LAMINATED COLUMN LOCATION m - 3-2x6 LAMINATED COLUMN EVISED DATE.`~ N °� o MN LOCATION W/SPLICE STIFFENER REVISED DATE.' — ® - 3-2x6 LAMINATED COLUMN LOCATION W/ADD'L LAMINATE -- ® - 3-2x8 LAMINATED COLUMN LOCATION W/ADD'L LAMINATE COLUMN PLAN ■ - HEADERED TRUSS LOCATION 6068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK FIBERSTEEL WALKDOOR, OUT SWING WITH CLOSER 0 - (4) 4429 9-LITE HAYFIELD SLIDING WINDOWS W/15"x31" LOUVERED SHUTTERS 16"R - 16"DIAMETER FOOTING WITH 8"THICK MINIMUM READY=-MIX ROUGH OPENING SCHEDULE - 30'-0"x 10'-0" DOUBLE ALUMASTEEL TWIN PANEL SLIDING END DOOR CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH )ADDITIONAL BLE ALUMASTEEL TWIN PANEL SLIDING SIDE READY-MIX TO TOP OF 218M STILT (9"±). PLACE CONCRCETE UNIT SYMBOL r� _ _ �� } 0 (2) 30-0 x 10'-0"DOU BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ODNE OPERATION. WIDTH HEIGHT + � � } � , DOOR O FROM LEGEND s - 6-0"x 10'-0"SINGLE SLIDING ALUMASTEEL SIDE DOOR 24"R - 24"DIAMETER FOOTING WITH 10"THICK MINIMUM READIY-MIX 1L] 74 3/4" 81" s CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH )ADDITIONAL - 2 3' 6"X 3' 6"CUPOLA WITH M 30 WEATHERVANE FUNCTIONAL _ T TOP OF 224M STILT 9"± . PLACE CONCRtETE Q 52 1/4 33 5/8" O READY M1X O ( ) �G W/ 18"4220 CFM FAN C} BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ODNC OPERATION. ?'cSJ?`�' �' - 1/2" HEAVY DUTY THERMAX (ROOF ONLY) 30"R - 36"DIAMETER FOOTING WITH 13"THICK MINIMUM READY-MIX - ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH jADDITIONAL - PERIMETER SEAL PACKAGE (COMPLETE BUILDING) READY-MIX TO TOP OF 230M STILT (9"±). PLACE CONCRIETE 2' 8' Tq O - {2) 7/16"OSB SHEARWALL LOCATIONS (SEE DETAILS PAGE S4 OF S7) BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN O)NE OPERATION. SCALE: 1' 4' 16' SCALE.'AS NOTED SHEET NO. S 1 OF S 7 rOFFICE., CUTCHOGUE, NY JOB NO. 128-025912 TRUSS SPACING 7-6" O.C. LIVE LOAD 15 PSF DEAD LOAD 4 PSF 6' WIDE CEILING LOAD - PSF CENTER 2x4 (NO. 1 SYP) WEB (ZONE 2 &3) 2X4 2X4 STIFFENER ON TRUSS WEB & TOTAL LOAD 19 PSF NAIL W/3-1/2"HDG R.S. GUN Tee Tee NAILS OR 16d R.S. NAILS WITHIN 2x4 2X4 4"OF ENDS & 6'O.C., STAGGERED 11- 3- 0 Tee Tee SECTION A-A 4 A A A A A SCALE: 1 1/2"= V-0" A A A A A Q Q 2x4 PURLINS @ 24"O.C. 128025912-RI eR`o�p��oNs o Lo VSS 0 - INDICATES PURLINS TO BE FASTENED 59- 9- 0 a �©" LOK .19"x 6.0"FLATHEAD LAG 40 SCREW 6' WIDE co Lu CUSTOM 60' S.C. TRUSS (ZONE 2 &3) =D � Oz Z SCALE: 5116"= 1'-0" Qe Z O a 60' WIDE BUILDING PURLIN LAYOUT C� �> 2x4 PURLIN SCALE: 1I2"= 1' ® -0" u u HEADLOK .19"x6.0" FLATHEAD LAG SCREW Lu (ICC-ES REPORT ESR-1078) ADDITIONAL 2x6 NAILER 7 Lu Z 20 GA. GALVANIZED O PURLIN CONNECTOR 20d R.S. NAIL THROUGH TOP CHORD \ \ STRAP INTO TIE L J OF TRUSS (3) 1 1/2"R.S. NAILS THROUGH STRAP z a• .e ` ' `` 2' LONG END BRACE STRAP � Ld • '� i J (4) 2 1/4"R.W. NAILS p Q 'Wry O V = (1) #9x1"TRU-GRIP SCREW ON PEAK SIDE AND (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF o PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT U BEFORE FASTENING CLIPS — F—� 2x4 BUTTED PURLIN DETAIL ( z 3 ........................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ 2x4 TRUSS TIE 1 1 1 ............................ ....0.................. ............................ ............................ .... � O (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2" = V-0" I 0 - - - O 4 _ - -...... ....�................... ............................ ............................ ............................ ............................ ............................ ........................ ..����������������� � 2x4 TRUSS TIE TO ENDWALL DETAIL U � _ � o 3 X . O O m - - O ............. . ........ ............................ ............................ .......................... ....-..-..-.... O .................. ............................ ............................ ............................ ................ .... ............. ........... .................. .......... ........ ........ I o , I �, .......................... ............................ ............................ ............................ ................-......... . 0.19"x6.0"HEADLOK FLATHEAD LAG SCREW 1 1 1 = O O I -- — O ...... ......�..-..-...... (2) 20d R.S. NAILS IN OVERHANG FRAME a ....... ............................ ............................ ............................ ............................ ................ s ............................ ............................ ............................ ............................ ............................ 2x4 BEV. PURLIN I 1 1 1 g ................ ....0.................. ............................ ............................ ............................ -.......................... ............................ ............................ . TOE (NAIL OVERHANG RAFTER O ......................... ............................ . 1 d NAILER WITH ) l R.S. N I EACH SIDE I J O I I ............................ ............................ ............................ . ........................... ............................ ............................ ............................ .. OVERHANG FRAME 60'-2x10 (NO.1 SYP) . ......... ................ ............................ . ........................... ............................ ............................ ..........................- ............................ ............................ ............................ ............................ ............................ ............................ ............................ ............................ . — — � 2x6 OVERRAN NAILER END RAFTER ASSEMBLY 0 \—— — I s (7) 20d R.S. NAILS ........................ ...... ............I... �........... ............ i 3 ................... ............................ ............................ ..............I.............— .....OO 3-2x6 CORNER COLUMN ....... ........................... ............................ ............................ ............................ ............................ ............................ .................... ........ ............................ ............................ ............................ . ........................... ............................ ............................ .... -................. O.... ............................ . - - 0 S2 DETAIL A ............... . . .. . .. . .. ............................ ............................ ............................ ............................ SCALE: 1 1/2"= 1'-0., 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 fiI J ( S2 60' -2x10 (NO.1 SYP) DRAWN BY: BYBEE I END RAFTER ASSEMBLY AT . 1/16/2013 I I 1 I I I I I ! I I I I I I D E 1 7'-4 1/2" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-6" 7'-4 1/2" CHECKED BY. GMC - DATE.' 01/24/13 O N N N N N N N N N N N N N CSI N � � REVISED DATE.' - �� o o r 1 REVISED DATE.• -- v o v r I , o i c � � I • . i u 60d R.S. NAIL v N•i N c � oo �'' r-.m I • I I • I REVISED DATE.• -- V � 1 • ! • 10-20d R.S. NAILS REVISED DATE.' -- jR�55 �� pF � 20 GA. GALVANIZED PER CONNECTION �OPP p' \ \ PURLIN CONNECTOR pop 2-2x6 END COLUMN EXTENSION OR 6p UPRIGHT ASSEMBLY NAILED TO END co RAFTER ASSEMBLY AS SHOWN 1T � EACH INTERSECTING WEB. FASTEN - C� } �k TRUSS/BRACING PLAN LEGEND HEADER AND FRAMING MEMBER WITH (2) #9X1"TRU-GRIP SCREWS ON PEAK SIDE AND i -CUSTOM 60'S.C.TRUSSES @ 7-6"O.C. 16d R.S. NAILS INTO EACH END COLUMN (2) ON EAVE SIDE IN HOLES SHOWN. 2 -60'-2x10 (NO 1 SYP) END RAFTER ASSEMBLY EXTENSION MEMBER OR UPRIGHT. s -2x4 TRUSS TIES @ 3'-9"O.C. (JOINT MUST BE TIGHT BEFORE FASTE NING CLIPS) 4 -2x6 DIAGONAL END BRACES @ 7-6 O.C. (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) DETAIL B 2x4 TRUSS TIE DETAIL 2' 8' SCALE: 1 1/2"= 1'-0" SCALE: SCALE.AS NOTED 1' 4' 16' SHEET NO. S2 OF S7 OFFICE.- 0 DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 0 JOB NO. o O (� 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-025912 0 30'-6" c°) 59'-0" 00 30'-6" OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR & WINDOW LOCATIONS WITH THE OWNER. 4 6 3 6E 4E 2 3'-6`x3'-6"CUPOLA 2 60'WIDE -- 4A'WIDE . 5 1 (ZONE 2&3) (ZONE 2) (ZONE 2&3) (ZONE 1) ol MEN (ZONE 3) MWFRS Reference (ZONE 2) M 0 0 F(////,m m M 0 Corner (ZONE 3) /mix v' (V . . . . W m OZ 108.0'WIDE (ZONE 4) Q/ Z 6.0'WIDE 6.0'WIDE ' ^ O (ZONE 5) (ZONE 5) v C^ a V 51'-4 1/2" 13'-1 1/2" 10'-6" z o Q� O i:0 I w r ® (�j ;O Z01 SOUTH ELEVATION ui J � � 6.0'WIDE (ZONE 2&3) 6.0'WIDE NE 2&3) Z (ZONE W_ I � w�( O i Q V = O U 6.0'WIDE 12 6.0'WIDE r 2 &3) 4 (ZONE 2&3) (ZONE ~_ 4 i T#16 GABLE TRIM _I � U . . . HI-RIB STEEL SIDING x m . - T#21 CORNER TRIM .-. . . . T#167 TRANSITION TRIM C a ® HI-RIB STEEL WAINSCOT v 0 0•• . . . . . . T#167 BASE TRIM L U = DQa DQa W IL Q N 1 1 1 g 48.0'WIDE(ZONE 4) 48.0'WIDE (ZONE 4) I � 6.0' WIDE L..� 6.0'WIDE 6.0'WIDE 6.0'WIDE (ZONE 5) (ZONE 5) (ZONE 5) (ZONE 5) _J } � 18'-0" 18'-0" 12'-0" 30'-0" 30'-0" Z 0 b o 4 O ° 0 0 O N M bo I I b M V `0 EAST ELEVATION WEST ELEVATION 6.0'WIDE 6.0'WIDE (ZONE 2&3) (ZONE 2) T#5 RIDGECAP iQ (ZONE 2 &3) (ZONE 1) (ZONE 3) (ZONE 2) DRAWN BY.* BYBEE DATE.' 1/16/2013 (ZONE 3) ol / % 5"O.G. GUTTERS CHECKED BY.* GMC DATE.• 01/24/13 I HI-RIB STEEL SIDING REVISED DATE -- T#21 CORNER TRIM REVISED DATE. -- .'. T#167 TRANSITION TRIM REVISED DATE.• --- HI-RIB STEEL WAINSCOT T#167 BASE TRIM EVISED DATE.' -- . . . . . . . . . . . 108.0'WIDE (ZONE 4) 6.0'WIDE L- 6.0' WIDE (ZONE 5 (ZONE 5) )) ! 10'-6" 64'-6" 45-0" z i O i N 2, 8, NORTH ELEVATION P SCALE: 1' 4' 16' SCALE.'AS NOTED SHEET NO. S30F S7 OFFICE.' DESIGN AND EXPLANATORY NOTES r- CUTCHOGUE, NY JOB NO. 1/2"HEAVY DUTY THERMAX 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 1 28-025912 FLUOROFLEXT-2000 HI-RIB STEEL 0.19"x6.0" HEADLOK FLATHEAD LAG SCREW ®2x4 PURLINS @ 24"O.C. FLUOROFLEXT""2000 HI-RIB STEEL 20 (NO. 2 SPF) GABLE PURLIN FLASHING 2x4 PURLINS @ 24"O.C. Q (4) 0.135"x 2 1/4" R.W. NAILS OR 16d R.S. NAILS CONDITIONS MAY REQUIRE MODIFICATIONS. 1/2" HEAVY DUTY THERMAX T#16 GABLE TRIM (NO 2 SPF) 0.19"x6.0" HEADLOK FLATHEAD LAG SCREW _j 2x6 FASCIA 2.) CONCRETE FLOOR NOTES: 2x4 BEV. PURLIN m WIRE MESH (1) 20d R.S. NAIL THROUGH STRAP a. 3500 PSI, 5 1/2 BAG MIX CONCRETE T#194 TRIM FILLER STRIP o TRUSS IN COLUMN SOFFIT / i & INTO BRACE b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM T#178 SADDLE 2' END BRACE STRAP W/ PRE-PUNCHED DISTANCE OF 10' PLUS OVERHANG WIDTH 2x6 BEV. FASCIA ; HI-RIB/SOFFIT CAP TRIM HOLES (BEND TO FIT) FASTENED W/ c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. LAMINATED COLUMN i (3) 0.140 x 1 1/2" R.S. NAILS 5 O.G. GUTTERS i UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING Q 60' -2x10 (NO.1 SYP) i i MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL T#144 S� 146 FASCIA TRIM CUSTOM 60'S.C.TRUSS O5 END RAFTER ASSEMBLY i i 2x6 DIAGONAL BRACING FASTENED BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT (9@ SOFFIT - 2-2x6 E.C.E. TO COLUMN W/(4) 16d R.S. NAILS d. CONTRACTION JOINTS UNIFORMLY SPACED 15' O.C. OR LESS HI-RIB/SOFFIT CAP i' CUSTOM 60'S.C.TRUSS FLUOROFLEXTM 1000 HI-RIB STEEL � 2x6 OVERHANG NAILER ADDL.2x6 NAILER — — — — — — — — — — — - (2) 1/2"x5 1/2"M. BOLTS & 3-2x6 LAMINATED COLUMN (12) 20d R.S. NAILS 2x4 TRUSS TIE @ 3'-9" O.C. (a FLUOROFLEXTM 1000 HI-RIB STE=L 2x2 VERTICAL BLOCKING AT COLUMN LOCATION I = _o >> v ( 2) ROWS 2x4 NAILERS (2100 MSR SPF) 0� N 10'-0" FILLER STRIP GRADE TO HEEL �- Lu T#167 TRANSITION TRIM LOWER CHORD OF co 2x6 NOTCHED NAILER END RAFTER ASSEMBLY m (D O Z FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT TOP CHORD OF f'%00" Z 7116"OSB PROTECTIVE LINER® END RAFTER ASSEMBLY ! f1 O T#167 BASE TRIM 10 0„ , . . . . - - -- -- - - v a (1) ROW 2x8 TREATED SPLASHBOARD® GRADE TO HEEL .y 7/16"OSB f JI Z 18" LOWEST 5"CONCRETE FLOOR* LjLj MEMBER CUT-OFF — l 1 1 M .4 •� ,� 2x4 NAILERS ,�— — —— — — — -' — — -' — — — — — — — 2x6 VERTICAL BLOCKS @ • �— —�. COLUMN BETWEEN NAILERS Z FINISH GRADE '' `�. �'' ;:," r '; `•';`; - - -- - - — — - - 4"MINIMUM COMPACTED GRANULAR BASE♦ _ __I W 18"LOWEST - - - - -- - - - - - - - -- - - -- PERIMETER OFOSB SHEETS, r Z 4-0" MEMBER CUT-OFF =— NAILED W/1-3/4" RING SHANK COIL GUN NAILS SPACED 3"O.C. iQ W uj FINISH GRADE —- - -— CS U EXTRA NAILERS ADDED - - - - - - - - - - - - - - - - -- L . . . . . . . . . . A'. • 224M (14 GA.) COLUMN STILT® BETWEEN STD. NAILERS O U 10"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) (MAX. SPACE TO BE 24"j OSB NAILED TO INTERMEDIATE BELOW BOTTOM OF LOWER COLUMN WITH 4'-0" —— — — — — — — — — —— — — —— —— SUPPORTS W/1-3/4" RING SHANK ADDITIONAL CONCRETE T R TOP OF 224M STILT —— — — — — —— -'-•— —— — — — — —— COIL GUN NAILS SPACED 6"O.C.Q v J LJLJ 24"0 (9"±). PLACE CONCRETE BELOW AND ABOVE �— O BOTTOM OF LOWER COLUMN IN ONE OPERATION. _ - - - - -- - - - - - - f- - - - - - - - - - - - - - - - -'- = O • 218M (14 GA.) COLUMN STILT © U S I D EWALL SECTION A • `., 8"THICK MINIMUM READY-MIX CONCRETE LAMINATED COLUMN 000 o SCALE: 1/2"= 1'-0" BELOW BOTTOM OF LOWER COLUMN WITH —— — — — — — — — —— — — — — — — 16"0 ADDITIONAL READY-MIX TO TOP OF 218M STILT (9"±). — — — — — ——— — —— — — — — —— x PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 77, m LOWER COLUMN IN ONE OPERATION. O ENDWALL SECTION B 5/4x6 NAILER t/7 Z SCALE: 1/2"= 1'-0" (IF PROTECTIVE LINER IS INCLUDED) W = 3-2x6 LAMINATED COLUMN -' - - - - -" - - - - - - - - - - - Q w 1 1/4"xi 1/4"xl4 GA. SUPPORT ANGLE © - - - - - - - - - - - - - - - - - d FASTENED TO COLUMN AT EACH 2x8 TREATED BASEBOARD Q vi CORNER WITH (8) .148"0 x 2" 1 1 1 g STAINLESS NAILS. (32 TOTAL NAILS —— — — — — — — — _. — — — — — — — PER COLUMN) _J 14 GA. CHANNEL WITH 1/4"PLATED — RIVET TO SUPPORT ANGLE 2 UNDISTURBED SOIL STILT INSTALLATION 1. INSTALL PRESSURE TREATED 7/ 16" LOWER COLUMN WITH STILT IN THE 7/ i 6" OSB SHEARWALL ELEVATION :•;�:•� • :` �` AUGERED HOLE. SCALE: 1/2"= l'-0" 2. POUR READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. " .±;,; 3. BACKFILL AND COMPACT THE ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL STILT IS O M ET R IC AUGURED FROM THE SITE. \ / 2x6 BLOCK BETWEEN NAILERS � NAILED TO COLUMN W/20d s� s GUN NAILS. NAILED 3"O.C. s'\ -2x6 LAMINATED s\ -2x8 LAMINATED COILUMN s'r COLUMN ®r 22 NAIILS , • s,,� 24 NAILS 22 NAILS s DRAWN BY BYBEE ,g' 18 NAILS �r s� 40 NAILS TOTAL s� 46 NAILS TOTAL : DATE.' 1/16/2013 3-2x8 LAMINATED COLUMN 1 1/4"xl 1/4'xl 4 GA. SUPPORT ANGLE © �\ LAMINATED COLUMN CHECKED BY.• GMC 14 E FASTENED TO COLUMN AT EACH "o"'c", � �ssec"'c DATE. Ol/24/13 • p� CORNER WITH (8) .148"0 x 2" `Offs `°s�s� Q REVISED DATE.' --- 46M BASE ANCHOR EACH SIDE STAINLESS NAILS. (32 TOTAL NAILS OF COLUMN FASTENED TO PER COLUMN) TE COLUMN WITH (3) 0.177"x2-1/4" 14 GA. CHANNEL WITH 1/4" PLATED INTERIOR INTERIOR REVISED A STAINLESS STEEL NAILS EACH. RIVET TO SUPPORT ANGLE UNDISTURBED SOIL REVISED DATE.• -- 2x4 NAILERS EVISED DATE. -- STILT INSTALLATION EXTERIOR EXTERIOR (NAIL KEY NAIL KEY 7116"OSB 0.148"x 4" (20d) NAILS 0.148"x 4" (20d) NAILS LAMINATED COLUMN • 1. INSTALL PRESSURE TREATED ' '• • LOWER COLUMN WITH STILT IN THE 0.131"x 3 1/2" HOT DIPPEID GALVANIZED (HDG) RING SHANK NAILS 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS ;���.�• Y � AUGERED HOLE. OSB SHEARWALL DETAIL 3-2x6 COLUMN SPLICE FASTENING DETAIL 3-2x8 COLUMN SPLICE FASTENING DETAIL .'••'� '•• 2. POUR READI-MIX CONCRETE INTO SCALE: 1/2"- 1'-0" � '! _ 1• SCALE: 1/2"= l'-0" SCALE: 1/2"= 1'-0" _R ..•'! y THE HOLE AS SPECIFIED. b i4 rc+�; - f: 3. BACKFILL AND COMPACT THE ��fur-•mod 1, �- /� ANNULAR SPACE AROUND T HE COLUMN TO GRADE WITH SOIL AUGURED FROM THE SITE. STILT ISOMETRIC SCALE.AS NOTED SHEET NO. —i L—S4 OF S7 OFFICE.- CUTCHOGUE, NY (2) 60d R.S. NAILS IN OVERHANG RAFTER JOB NO. 2x4 PURLIN CUT TO FIT BETWEEN OVERHANG RAFTER 128-025912 6"MESH " (2) 60d R.S. NAILS IN OVERHANG RAFTER 6 FLUOROFLEXTM 1000 HI-RIB STEEL 2-2x6 UPRIGHT HEADER NAILING SCHEDULE 2x4 PURLIN CUT TO FIT BETWEEN OVERHANG RAFTERS HEADER UPRIGHT JAMB 3" MEMBER COLUMN 6" MESH 6" EA LVL 8 8 r 2x6 BLOCK NOTCH OVERHANG RAFTER AROUND BEAM (2) 1 1/2"xl6" LVL HEADERS NOTES: • 2x6 BLOCK 1. NUMBERS ABOVE ARE 20d R.S.NAILS REQUIRED PER CONNECTION. O 2. PRE-DRILL HEADERS AS REQUIRED TO T#71 TRACK COVER CUSTOM 60'S.C.TRUSS T#71 TRACK COVER PREVENT SPLITTING. 3. IF NUMBER OF NAILS REQUIRED FOR ° 51 M TRACK I HEADER TO JAMB COLUMN CONNECTION 0 3x4 TRACK BLOCK 10'-0" IS EXCESSIVE TO CAUSE SPLITTING,THE CUSTOM 334E TRUSS HANGER WITH TO GRADE EXCESS NAILS MAY L OCKING. INSTALLED IN CUSTOM 60'S.C.TRUSS ] 1/2"x2" BLOCK &T#74 HEADER SUPPORT BL 0 3x4 TRACK BOARD (1) 1/2"x2 1/2"M. BOLT & T#23 JAMB TRIM (14) 1 1/2" R.S. NAILS 10'-0" 1 1/2"x2" BLOCK (2) 1-1/2"x 16"LVL HEADERS (2800 fb) GRADE TO BOTTOM T#74 TRACKBOARD TRIM (3) 2x6 JAMB COLUMN (BEYOND) T#71 TRACK COVER CUSTOM TRUSS HANGER FASTENED TO BEAM WITH OF TRACK GIRT 2x12 HEADER (NO. 1 SYP) 2x3 JAMS (BEYOND; W/2x6 SPLICE STIFFENER 51 M TRACK (2) 1/2'x2 1/2"M. BOLTS AND FASTENED TO T#25 JAMB TRIM • 10'-0" x4 TRACK BOARD TRUSS WITH (2) 1/2"x2 I/ M. BOLT 8� BOTTOM 2'TREATED) U 3 TRUSS 1 1 WITH R.S. NAILS 3-2x6 LAMINATED JAMB COLUMN • GRADE TO BOTTOM 2x3 JAMB (BEYOND; BEYOND WITH AN ADDITIONAL 2x6 c� OF TRACK GIRT 1 1/7'x2"BLOCK W 16x31 STEEL BEAM HEADER BOTTOM 2'TREATED) TREATED LAMINATE FOR HEADER SLIDING DOOR HEADER SECTION E T#74 TRACKBOARD TRIM SUPPORT FROM V-0" BELOW GRADE T#25 JAMB TRIM 2x12 TRACK GIRT (NO. 1 SYP) TO BOTTOM OF HEADER SCALE: I"= V-0" a w 3-2x8 LAMINATED JAMB COLUMN 2x3 JAMB (BEYOND; BOTTOM 2'TREATED) BEYOND WITH AN ADDITIONAL 2x8 O z Z TREATED LAMINATE FOR HEADER W NOTE: SUPPORT FROM V-0" BELOW GRADE DOOR HEIGHT EQUALS HEEL HEIGHT. TO 18 1/2"ABOVE HEEL HEIGHT SLIDING DOOR HEADER SECTION D Oz JAMB COLUMN CUT-OFF HT. =18 1/2"ABOVE HEEL HEIGHT, SCALE: 1"= l'-0" a. V SLIDING DOOR HEADER SECTION C z SCALE: 1"= l'-0" l 1 1 1 171 CUT TRUSS HEEL BACK BY WIDTH OF Z BEAM PLUS 1/4"FOR TRUSS HANGER FASTEN CUSTOM TRUSS HANGER TO J BEAM WITH (2) 1/2"x2 1/2"M. BOLTS W z Z W 1 6x31 STEEL BEAM (W W 2x12 GIRT (NO. 1 SYP) v 0 a C U L I—0 F_ F� Lo U BEAM HANGER -' • o 1 1 Z O F- = O TRUSS U t-%--I000 CUSTOM 402L TRUSS HANGER O SADDLE BLOCK CUT TRUSS HEEL BACK BY WIDTH OF FASTEN CUSTOM TRUSS HANGER TO TRUSS Z BEAM PLUS 1/4" FOR TRUSS HANGER (2)1 1/2"x16" L.V.L. r ^ CL WITH (2) 1/2"x2 1/2"M. BOLT& (8) 1-1/2"R.S. FASTEN CUSTOM 334L TRUSS HANGER TO HEADERS y TRUSS HANGER ISOMETRIC DETAIL PROVIDED).(PLACE NAILS IN ALL HOLES BEAM WITH (12) 20D R.S. NAILS (STEEL BEAM HEADER WITH CUSTOM 402L TRUSS HANGER) (PLACE NAILS IN ALL HOLES PROVIDED). L JLJ H (8) NAILS THROUGH FACEPLATE Q Of W 2x12 TRACK GIRT • (2) ] 1/2"x16"LVL HEADERS (2800 fb) (3) 1/2"x5 1/2"M. BOLTS NOTCH 2x12 TRACK GIRT `4 BEAM HANGER . 2x3 JAMB FOR 5L LVL BEAM HANGER LjLj • • 2x12 GIRT (NO. ] SYP) CUT TREATED LAMINATE (APPROX. 1/8" DEEP) • OFF AT BEAM HEIGHT J ® INSIDE VIEW Z w, 2x12 TRACK GIRT TRUSS CUSTOM 334L TRUSS HANGER (3) 1/2"x7 1/2"M. BOLTS FASTEN CUSTOM 334L TRUSS HANGER TO (5) 60d R.S. NAILS TRUSS WITH (1) 1/2"x2 1/2"M. BOLT& (14) 1 1/2" R.S. NAILS (PLACE NAILS IN ALL HOLES 2x3 JAMB PROVIDED). 3-2x$ LAMINATED COLUMN ADDITIONAL TREATED LAMINATE NAIL 2x12 GIRT TO BEAM ' TRUSS HANGER ISOMETRIC DETAIL WITH 20d GUN NAILS (2-1 1/2"xl 6" LVL HEADERS WITH 334L TRUSS HANGER) @ 4"O.C. STAGGERED INSIDE VIEW 4 4' 4" • • ' (3) 1/2"x5 1/2" M. BOLTS DRAWN BY.- BYBEE (14) 20d R.S. NAILS DATE.• 1/16/2013 2x3 JAMB CHECKED BY.- GMC DATE., 01/24/13 REVISED DATE -- OUTSIDE VIEW REVISED DATE.' --- *NOTE: VIEWS ARE SHOWN WITHOUT OVERHANGS REVISED DATE. --- EVISED DATE.' -- 1 1 /2 xl 6" L.V.L. BEAM JAMB DETAILS 2x12 TRACK GIRT FASTEN TO COLUMN , W/ (8) 20d. R.S. NAILS , F rA b 2x3 JAMB �j OUTSIDE VIEW *NOTE:VIEWS ARE SHOWN WITHOUT OVERHANGS rS�CALE.A STEEL BEAM JAMB COLUMN DETAILS SHEET NO. S50F S7 OFFICE.' CUTCHOGUE, NY JOB NO. 128-025912 i DOUBLE TOP"D" RAIL (16 GAUGE) I i I ( LAMINATED 2'-5 314" JAMB COLUMN I I E - I i 3-2"x8"LAMINATED HORIZONTAL"11"S.S. RAIL STRUT JAMB COLUMN I (0.06"WEB, 0.08" FLANGE) (BEYOND) I i 13E LATCH ROD HORIZONTAL"I" INTERMEDIATE RAIL VERTICAL"I" RAIL (0.06"WEB, 0.08" FLANGE) (1) INTERMEDIATE RAILS 10'-0" I (2) S.S. RAILS GRADE TO I I I I I VERTICAL"I" RAIL 47E A/S LATCH STRIKE PLATE I TRACK GIRT LATCH HANDLE VERTICAL"I" RAIL (0.07'WEB, 0.09"FLANGE) f f (0.07"WEB, 0.09" FLANGE) I o i I HORIZONTAL"I"S.S. RAIL I I I U �, (0.06"WEB, 0.08" FLANGE) LATCH HANDLE i 13E LATCH ROD I HORIZONTAL INTERMEDIATE"i" RAILS N Lu Lu VERTICAL"I" RAIL i CUPOLA CA (0.07"WEB, 0.09" FLANGE) DOUBLE BOTTOM M "D" RAIL (16 GAUGE) I 2'-5 3/4" Z INTERMEDIATE DOOR GUIDE CENTER DOOR GUIDE INTERMEDIATE DOOR GUIDE I !!Q/ w I V GRADE' I CUPOLA ROO JAMB DETAIL r CL 7V 7-6" 7-6 74' 7-61' Z 30'-0" rVoloo L1 1 L1 1 DOUBLE SLIDING DOOR FRAME z (TWIN PANEL) W #8x3 1/2"WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS �..... '.. .. ' """""". TOP D„ RAIL � � } a 16 GUAGE) INTO THE 2"x4"ROUGH FRAMING. PRE-DRILL HOLES 10”O.C. IN WINDOW JAMB FLASHINGS TO -------CUPOLA SIDE ® Z FRAME I I I ( I I I ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. UPOLA BASE FRAME ® iv I O.S.B.SHEATHING IS 1"WIDER THAN THE WIDTH OF THE WINDOW 3/4"OSB CUPOLA SUPPORT ® O I I FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. i O.S.B.SHEATHING IS 1"TALLER THAN THE HEIGHT OF THE WINDOW FAN 2X4 BEVELED BASE BLOCK ® � m 10'-0" FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. "' ' " " U ° 3-2x6 LAMINATED I I .................... ..................................................... 2x4 CUPOLA BLOCKS JAMB COLUMN I TRACK GIRT 39Q FRAMING CLIP® ol TO GRADE O f F (BEYOND) I STRUT I N I ................... .. .......................................................... .. ..... ( 1 •o BEYOND v ................... . .......................................................... . ................... HEAD FLASHING ZO {---- -- i HORIZONTAL"I"S.S. RAIL I 7116"OSB PANEL -- HEIGHT ���� O i (0.06'WEB, 0.08" FLANGE) I N OF WINDOW ( , i VERTICAL"!" RAIL I Q +1" FINNED WINDOW CUPOLA BASE TRIM (0.07"WEB, 0.09" FLANGE) I w —� 0/ o Q � Qo m SILL FLASHING Z O HORIZONTAL I INTERMEDIATE RAIL (0.06"WEB, 0.08" FLANGE) I WIDTH O LATCH HANDLE OF WINDOW RE-MADE PEAK BLOCK @@ LJLJ +1" w I WINDOW SECTION CUPOLA FRAMING SECTION W 8 I I FIN _ i I M J N I BOTTOM "D" RAIL (16 GUAGE) I z Q GRADE! WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW CENTERLINE OF CUPOLA 7/16"OSB PANEL 6'-0" #8 x 3 1/2"WOOD SCREWS @ 10"O.C. 6" t 6" FINNED WINDOW FIRST ROW 2x4 PURLINS I SINGLE SLIDING DOOR FRAME -- (SINGLE PANEL) WINDOW JAMB FLASHING 2"x4" ROUGH FRAMING FIN WINDOW JAMB DETAIL Su Poi FRAAME I CUPOLA Box SUPPORT FRAME #8 x 3 1/2" WOOD SCREWS SPACED ''• ''• ''� '� •�' •�• �� •� #8x3 1/2"WOOD SCREWS @ 10"O.C. FASTENED THROUGH THE ALUMINUM DOOR SIDE JAMBS AS SHOWN ABOVE TO AVOID DOOR INTO THE 2x4 ROUGH FRAMING, PRE-DRILL HOLES IN ALUMINUM DOOR JAMB TO INSTALLATION SCREWS i ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. 7/16'OSB PANEL PEAK PURLIN 1'-2 1/2" 1'-2 1/2" HEAD FLASHING DRAWN BY: BYBEE TRUSS DATE: 1/16/2013 PEAK CHECKED BY: GMC PRE-MADE DATE. 01/24/13 DOORJAMB 2"x4" ROUGH FRAMING PEAK BLOCK®�+ REVISED DATE. ---- REVISED DATE. ---- REVISED DATE. ---- WALK DOOR JAMB DETAIL EVISED DATE.' ---- NOTE: DOOR PANEL AND WINIDOW PROTECTION DETAILS ARE FOR INSTALLATION HEAD FLASHING INSTRUCTIONS ONLY, AND ARE NOT PROVIDED OR INSTALLED BY MORTON 7/16"OSB PANEL •'' ''' ''' '' • •'' �'' •�' •�• �f ~� `may ' DOOR SLAB 39Q FRAMING CLIP MORTON BUILDINGS' ' BUILDINGS' INC.OR O =��i L�� • SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. `� 2x4 CUPOLA BLOCKS ® TRUS TRUSS TRUSS 7-6' �. 7-6 OSB PANEL IS 1"WIDER THAN THE WIDTH OF THE DOOR 3'6 x 3'6 Cupola -Functional SCALE.,AS NOTED FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM WALK DOOR SECTION (2x4 Purlins) SHEET NO. WINDBOURNE DEBRIS PROTECTION - WALK DOOR S6 OF S7 OFFICE. CUTCHOGUE, NY JOB NO. 128-025912 • o U � c� a W co OZ a/ W Z V O ROOF STRUCTURE FASTENING SCHEDULE C� Z Q T#5 RIDGECAP #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) OC QQ HI-RIB STEEL TO 2X4 PURLINS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) LL 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1"TRU-GRIP SCREWS Z ® 2x4 PURLINS TO TRUSS HEADLOK .19"x6.0"FLATHEAD LAG SCREW IN PRE-DRILLED HOLE s0 CUSTOM 60'STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2"x 5 1/2"M.BOLTS & (12) 0.177"x 4' (20d) RING SHANK NAILS WALL FRAMING FASTENING SCHEDULE w C Z © COLUMN STILT (14 GA.) TO COLUMN (32) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS La (D 46M BASE ANCHOR TO COLUMN 0.177"x 2-1/2"STAINLESS STEEL NAILS (3) PER ANCHOR o 0 Q ® 2x8 SPLASHBOARD TO COLUMN (4) 0.177"x 4!' (20d) RING SHANK GALVANIZED NAILS @ SPLICE/ (3) 0.177'x 4" (20d) RING SHANK GALVANIZED NAILS @ STANDARD CONNECTION C U 2x6 NOTCHED NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) NAILS @ SPLICE/ (3) 0.148"x 3-1/2" (16d) NAILS @ STANDARD CONNECTION o U Q �0 7/16" OSB TO SPLASHBOARID & NOTCHED NAILER 0.099"x 1-1/4"ASBESTOS SIDING NAILS H— `n (D 2x4 NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ SPLICE/ (3) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION U �J END RAFTER ASSEMBLY TO - (10) 0.177"x 4" (20d) RING SHANK NAILS �, @ EXTENSIONS �- O i© 2x4 PURLIN TO END RAFTER ASSEMBLY HEADLOK .19"x6.0"FLATHEAD LAG SCREW IN PRE-DRILLED HOLE HI-RIB STEEL TO NAILERS #9 x 2"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) ( l SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIT/HI-RIB CAP Q� ® SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE Q 0 s0 7/16" OSB SHEARWALL Q OSB TO PERIMETER BLOCKS) FRAMING 0.113"xl-3/4"RING SHANK COIL NAILS @ 3"o.c. r ^ d v a OSB TO INTERMEDIATE FRAtMING 0.113"xl-3/4"RING SHANK COIL NAILS @ 6"o.c. Z �9 BLOCKS TO COLUMNS 0.131"x 3 1/2"HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS @ 3" o.c. v� L1 1 = (SCREWED ROOF STEEL CUPOLA FASTENING) W N ® CUPOLA CAP TO CUPOLA !ROOF (4) 1/4"x 1"PLATED MACHINE BOLTS AND LOCK WASHERS 1 1-i g Q CUPOLA ROOF TO CUPOLA SIDES PRE-FORMED CRIMPED METAL CONNECTIONS AND (8) #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS _! _J ® CUPOLA SIDES TO CUPOLA BASE FRAME #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS (4) PER SIDE (16) TOTAL Z ® CUPOLA BASE FRAME TO OSB CUPOLA SUPPORT 1-7/8"GUN NAILS @ 6"o.c. ® OSB CUPOLA SUPPORT TO TREATED BEVELED BLOCK 0.148"x 3-1/2" (16d) RING SHANK NAILS @ 8"o.c. ® TREATED BEVELED BLOCK TO 2x4 CUPOLA BLOCKS 1/4"x 4-1/2" LAG SCREW W/ 1/4" FLAT WASHER AT EVERY HI-RIB (1'-0"o.c.) ® 2x4 CUPOLA BLOCKS TO FRAMING CLIPS (2) 0.135"x 1-1/2" RING SHANK NAILS Q FRAMING CLIPS TO PURLINS (2) 0.135"x 1-1/2" RING SHANK NAILS IN SIDE OF PURLIN AND (2) 0.135"x 1-1/2"RING SHANK NAILS IN TOP OF PURLIN ® PRE-MADE PEAK BLOCK TO CUPOLA SUPPORT FRAME (2) 0.135"x 1-1/2" RING SHANK NAILS Q PRE-MADE PEAK BLOCK TO PEAK PURLINS (2) 0.135"x 1-1/2" RING SHANK NAILS DRAWN BY.• BYBEE DATE." 1/16/2013 CHECKED BY., GM DATE. 01/24/13 REVISED DATE: -- REVISED DATE: --- REVISED DATE. --- REVISED DATE. -- CSCALE:AS NOTED SHEET NO. V S7 OF S7