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Home My WebLink About37629-Z 1 Town of Southold Annex 2/11/2014 P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36767 Date: 2/11/2014 THIS CERTIFIES that the building FARM BUILDING Location of Property: 8405 Cox Ln, Cutchogue, SCTM 473889 Sec/Block/Lot: 83.-3-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/23/2012 pursuant to which Building Permit No. 37629 dated 11/13/2012 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: addition to an existing building for a contractors yard as applied for per ZBA # 6341, dated 3/6/10. The certificate is issued to TFLC Inc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37629 1/28/14 PLUMBERS CERTIFICATION DATED Auth ' ed S' atur TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE air SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 37629 Date: 11/13/2012 Permission is hereby granted to: TFLC Inc 8405 Cox's Ln Cutchogue, NY 11935 To: Addition to an Accessory Structure; Farm Storage Building (Agriculture, Machinery), as applied for. At premises located at: 8405 Cox Ln, Cutchogue SCTM # 473889 Sec/Block/Lot # 81-3-8 Pursuant to application dated 10/23/2012 and approved by the Building Inspector. To expire on 5/15/2014. Fees: CO - ADDITIONS TO ACCESSORY BUILDINGS $50.00 ALTERATION OF ACCESSORY BUILDINGS $2,500.00 Total: $2,550.00 Bull ing Inspector Form No. 6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 lJ APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2_ Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). } 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 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 -7 2 3 Date. 0 Z 11 Z New Construction: X Old or Pre-existing Building: (check one) Location of Property: eq&15 WY Layll : MH House No. Street Hamlet Owner or Owners of Property: _WI Wa v i 7_Fa ~tw 1 nl LL~CND E atzg4o7/,-~ Suffolk County Tax Map No 1000, Section Block .3 Lot Subdivision Filed Map. Lot: Permit No. ,S 76,4 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted: S 1~0 . ,Dix pplicant Signature ho~~pF SO!/ryolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road 4 4 Fax (631) 765-9502 P.O. Box 1179 i° roger. richert(a)town.southold.ny.us Southold, NY 11971-0959 .P coum" BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: TFLC Inc Address: 8405 Cox Lane City: Cutchogue St: NY Zip: 11935 Building Permit 37629--38500 Section: 83 Block: 3 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Sabat Electric License No: 4204-me SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 300a Heat Duplec Recpt 42 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 2-15 A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100a A/C Blower Range Recpl Fluorescent Fixture 17 Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 2-15 Switches 6 Twist Lock 2 Exit Fixtures TVSS Other Equipment: 300a underground service, 1-50a twist lock rec p (welder), 1-20a twist lock recp 3-outside yard lights Notes: Inspector Signature: Date: Jan 28 2014 G 81-Cent Electrical Compliance Form.xls OFSOO,yO~o _ CUB' , ~ ~r, TOWN OF SOUTHOLD 131. 765.1802 ~TD~ 6 1 NSPECI v nn\ S J3' [ ] 7UNDATION NDATION 1ST [ ] R V10h [ ] 2ND [ ] I" %p ~vv [FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ) EL T L (ROUGH) [ ] ELECTRICAL (FINAL) REM AR r 7 c sip S ~fl DATE f 3 INSPECTOR + 3ar-/3 ~o.~,OF SOUT~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ E RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~JCti~~is~~~ rl/ ri gK-L IZ A.) Ul ~S ~g ~ DATE _ / INSPECTOR SUUly~6 NC.woo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY V11FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] I FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM RKS: DATE 3~ 3 INSPECTOR 37c,2-9 P3-3-~ # ~OF SOUT~O# ~7 '~~bUNI'1; TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ) ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE~KS: i e~lT~~-f o CZ 8~ ,6 V/ 1) DATE - ` 1~ ` INSPECTOR JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: March 8, 2013 To: Town of Southold Building Dept Re: Building Inspection TFLC Inc. 8405 Cox Lane Cutchogue, NY 11935 Permit437629 To Whom It May Concern: This letter certifies that the footings the above mentioned building were installed as per plan and in conformance with all St a an fl~ d Local Codes. The site has the proper size drainage structures for the Storm Wa r ligation, and were put in as per Plan. Any questions feel free to call. _ Sincerely, ~OFF NEty r0 4r J DE9~+Q~ ames J Deerkoski P.E. 4 ~ i? a ~n fi'sf L~ ~4 5p~ rC~s 'O ®r~ S it , r i l ~!I h MAR L12013 FIELD NMORT DATE COMMENTS C~ ro 6 FOUNDATION (1ST) Ri a FOUNDATION (2ND) t~ ' oo z o d y ROUGH FRAMING & PLUMBING W INSULATI©N PER N. Y. STATE ENERGY CODE t ` FINAL ADDITIONAL COMMENTS 40 13 7 V a-~ .in 1s p~bw~c~ G- yr GotiGr keT7 r-7 64-17 o n+/fto (A s - &-41rf o z 3_ 3 _,3 I~ TOWN OF SOUTHOLD' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ~ Survey SoutholdTown.NorthFork.net PERMIT NO. -76 Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined It- /3 20 Single & Separate Storm-Water Assessment Form Contact: J0t1i F6L8r_> r 'TWIN Fi 1e V_ LPCND564t'E Approved I I .20 Mail to: PC any 4&O Cyrc tt)CT-v6 /f'_vq11 ?35- Phone:62 / 1-73y -(a Z4 3 Expiration, 20 L~` Building Inspector APPLICATION FOR BUILDING PERMIT Date 10 7-:3 201 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspector s on remises and in building for necessary inspections. D f r E~ X E -TWIN ~e~L Esc l~v tln~r (Signature of applicant or name, if a corporation) IAY„ off $ 3 2MI PO P30y 4&0 Ct J-r h,09 11-2 NL1 /1935 BLDG [)EPT. (Mailing address of applicant) TOWtt OF SOUIHOID State whether app ica is agent, architect, engineer. general contractor, electrician, plumber or builder OWNS kJillram jctj0q'hat'1 bb~7W1N~p~lL(, ~vDSCf~PE ~D~~Rea-7NG--/ne Name of owner of premises Wi l l f am T6NA-T"ftNt10 i~ bbl-m tit FbaV I,A-NC5r ~6- (As on the tax roll or latest deed) J If applicant is a corporation, signature of duly authorized officer C. W. J&IZI' Yl ra.kVb f P2F'Sl DE- (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Lq:jnto (p- 1. Location of land on which proposed work will be done: (N4o6- ral Ravi-(f. LTG N~ { House Number Street Hamlet County Tax Map No. 1000 Section 0-3 Block Lot i 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 LI Fxti'f' l N lL6,T t ft LA-ND!S( t~ ~r } b. Intended use and occupancy -Same A-5 rs r 6VE 3. Nature of work (check which applicable): New Building__'< Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars >cIGULrveA-L- mP61+1 ,eviv-y 6. If business, commercial or mixed occupancy. specify nature and extent of each type of use. Ti7 r tr rtr r/ tr 7. Dimensions of existing structures, if any: Front 3r7 (Q Rear :3-7 (p Depth Height 101 Number of Stories Dimensions of same structure with alterations or additions: Front 37'6p Rear Depth l33' 6" Height(18) 2(p` Number of Stories / 8. Dimensions of entire new construction: Front G00. Rear (00 Depth IUD Height 26n' Number of Stories I POLE 131-D4a° - Gd NQC>Zd P/a1S 9. Size of lot: Front l a 5.17 Rear I q I . 91 Depth 2 2 9 10. Date of Purchase 3 11 q 10(9 Name of Former Owner M12- 11. tN 1 205 k0~ IGt Zone or use district in which premises are situated L T zBAr AfMVED 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V~t \ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO J W • JOtvcdna n ebb a-Alo5 (2 0)-- t r re (a31-73 14. Names of Owner of premises Address ~~f~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. Prov de survey, to scale, with accurate foundation plan and distances to property lines. 2~V~ A49et&hed plan l3oa%-A Gttp-ov,0_1 6tdcSvrVe-LjI Enl6rtt~ t3tdgDtan, z varla 17. If elevation at any point on property is at 10 feet or below, must provide topograa~~tasurvey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Tf 3 (3 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contra ccontra ) above named. (S)He is the L/1J/`^ I (Co tractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to bef9re me this 23 rday of QCt-o bZA.. 20 GAILA. GHOSIO nld Notary Public, State of New York . 6163270 Notary lic QualifiedNain Suffolk County Signature of Applicant Commission Expires March 19,20 J Office Location: Of SQ(/T~o Mailing Address: Town Annex /First Floor, Capital One Bank ~ 53095 Main Road 54375 Main Road (at Youngs Avenue) P.O. Box 1179 Southold, NY 11971 ca- • ~Q Southold, NY 11971-0959 http://southoldtown.northfork net BOARD OF APPEALS TOWN OF SOUTHOLD TeL (631) 765-1809 Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 16, 2010 FILE #6341 NAME OF APPLICANT. FABB/ TFLC , Inc. PROPERTY LOCATION: 8405 Cox Lane, Cutchogue CTM#1000-83-3-8 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type ii category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 6, 2009 stating that this application is considered a matter for local determination as there appears to be no significant eounty-wide or inter-community impact. LWRP: This application is not subject to review under Chapter 268 because the variance relief requested does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. SOUTHOLD TOWN PLANNING BOARD: This application was referred to the Planning Board and they issued their comments in a letter dated December 16, 2009 stating recommendation for approval of the variance relief requested on the basis the building is appropriate for the overall use of the site and building itself. PROPERTY FACTSIDESCRIPTION: The subject property is a conforming 43,560 sq. ft. M in the LI zone. It has 195.4 feet of frontage on Cox Lane, 225 feet along the easterly lot line, 191.86 feet along the southern lot line and 224.97 feet along the western lot line. The parcel is improved with a one-story frame building/garage and a one-story temporary green house as shown on a Site Plan prepared by James J. Deerkoski, Licensed PE, dated November 10, 2009. BASIS OF APPLICATION: Request for Variances from Code Section 280-63, based on an application for building permit and the Building Inspector's March 13, 2009, updated September 14, 2009 Notice of Disapproval concerning proposed one story construction behind existing building on existing contractor's yard, after removal of existing temporary green house. New construction is proposed at: (1) less than the code required side yard setback of 20 feet, (2) less than the code required rear yard setback of 70 feet. RELIEF REQUESTED: The applicant proposes to construct a one-sto uildin attached tocthe existing on -s-story building for use as a contractor's yard. App scan is requesting a single side yard setback of 10 feet w ere 0Teet is required and a rear yard setback of 41.5 feet where 70 feet is required. Also pursuant to Section 280-127, the proposed use requires site plan approval from the Planning Board. Page 2- March 16, 2010 ZBA fild6341-FABBfrFLC, Inc. CrM: 1000-83-3-8 at 8405 Cox La., Clichogue FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Feb. 25 2010, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because the applicant will be using the property for a contractor's yard, which is a permitted use within this zone, and the placement of the building at the proposed setbacks will allow for the more orderly flow of traffic arriving and leaving the property. 2. Town Law 6267-1613)(b)(2). The benefit sought by the applicant, cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant is proposing to attach a 6000 sq It building to an existing 1263 sq. It, building, the board finds that it would not be feasible for the applicant to remove the existing building in order to construct the proposed structure. 3. Town Law 6267-b(3Hb)(3). The variances granted herein are substantial. Granting a rear yard setback of 41.5 feet represents nearly a 60% reduction of the code required 70 feet rear yard setback. Granting the side yard setback of 10 feet represents a 50% reduction of the code required 20 feet side yard setback. However; the Board finds that the granting of the requested setbacks are justified considering that the adjacent parcels are larger, have much more intensive uses and will not be in anyway impacted by the proximity of the proposed building. 4. Town Law 6267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this LI Zonino District will have an adverse impact on the physical or environmental conditions in the neighborhood. The new building will allow for the storage of supplies and equipment inside, out of view, and protected from the elements thereby enhancing the view of the property for the street. Granting of the requested variances will allow large tracks to turn around freely on the property and not on the public roadway. 5. Town Law 6267-b(3)(b)(5). The difficulty has not been self-created. This lot is relatively small when compared to other developed lots in the area. The applicant needs the extra room the granting of this variance will provide to allow equipment and large trucks space to move freely about the property. 6. Town Law 6267.b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a Contractor's Yard while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio , seconded by Member and duly carried, to .GRANT the variance as applied for. and shown on the Site Plan, dated November 10, 2009, and prepared by James J. Deerkoski, P.E. Conditions: Remove the existing temporary building prior to issuance of the Certificate of.Occupancy. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3- March 16, 2010 ZBA Filc#6341-FABB/IFLC, Inc. CTM: 1000-83-3-5 at 8405 Cox La, Carohogue Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio, Goehringer, Schneider, Weisman (Chairman). (Absent was: Me r Homing) is Resolution was duly adopted (4-0). l Leslie Kanes Weisman, Chairperson Approved for filing 3 /A2- /2010 AWLING ADDRESS: YJ,ANNING BOARD MEMBERS ~~oF S®Ury® Sou .O. ox 1179 11971 DONALD J. WILCENSKI ,`O fO Chair 41 41 OFFICE LOCATION: WILLIAM J. CREMERS N >c Town Hall Annex KENNETH L. EDWAR.DS 54375 State Route 25 JAMES H. RICH III Oly w~ (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR r1 ~'QUN 1 i , Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD } May 30, 2012 Mr. William J. Fabb 8405 Cox Lane P.O. Box 460 Cutchogue, NY 11935 Re: Site Plan for Twin Forks Landscape Contracting Located at 8405 Cox Lane, ±560' southeast of Oregon Road, Cutchogue SCTM#1000-83-3-8 Zoning District: Light Industrial (LI) Dear Mr. Fabb: The following conditions of Final Site Plan Approval required in the resolution, dated March 13, 2012, have been fulled: 1. Submit six copies of a revised site plan with the following revisions: a. Add a note on the plan that the "temporary storage greenhouse" will be removed upon completion of the new,building. b. Show on the plan a minimum 4' landscaped buffer along the northwest property line. c. Clarify and include on the revised plan where the driveway access will be. A single access is recommended. The location and number of driveways must meet with the Planning Board's approval and the apron(s) must be constructed to meet the minimum requirements of the Town Highway Specifications or as directed by the Town Highway Superintendent. t Please 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. ' t 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved Site Plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. 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. Enclosed please find a copy of the Approved Site Plan which has been endorsed by the Chairman. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map z MAILING ADDRESS: PLANNING BOARD MEMBERS r3f S 0 P.O. Box 1179 DONALD J. WILCENSKI Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS Town Hall Annex PIERCE RAFFERTY CA 54375 State Route 25 JAMES H. RICH III (cor. Main Rd. & Youngs Ave.) MARTIN H. SIDOR 241- COU Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 11, 2014 Mr. William J. Fabb J L FEB 11 2014 P.O. Box 460 Cutchogue, NY 11935 Re: Approved Site Plan for Twin Forks Landscape Contracting (TFLC) Located at 8405 Cox Lane, ±560' southeast of Oregon Road, Cutchogue SCTM#1000-83-3-8 Zoning District: Light Industrial (LI) Dear Mr. Fabb: The Planning Board has found that the requirements of the above-referenced site plan have been completed based on the site inspections made October 16, 2013 and February 7, 2014. The site is now in conformance with the approved site plan entitled "Twin Forks Landscape Contracting", prepared by James J. Deerkoski, November 10, 2009. 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: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Of StwjyD i 6 Town Anon: 54375 Main Road Jxr Telephone (631) 7651802 I~?~ ~g . P.O. Box 1179 Qc ro rl OVim.80765~t5o2 nV us Southold, NP 11971-0959 cCC ~-M. BUIMING DIPARTh[Wr TOWN OF SOUTSOLD APPLICATION FOR ELECTRICAL INSPECTION F D BY. MAO-k- g A Date: ame: 6ASA-r EL6Z;I R~Z a .tit t; Address: $a L ~d Rl M A 77'IT~ C*.. 'At / l t; L I Phone No.:. Z S 8 - g S~6 JOBSITE INFORMATION: (*Indicates required information) *Name: Tw ) tJ Fo o- t, LA Ai D E-cA PE" :lr G *Address: 0Y IS! I (aA N-A j I Ss-' *Cross Street R7TVVVV *Phone No.: r.- 0Y •--j orv r: c66 Cam( Permit No.: ~5 Ice - . 07 -Z t Tax•Map District 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK (Please Print Clearly) SAf J~A Z 3 r0 74 x4p CA /11 b Ch- G, I bc..- „1 D ,SE 2 71 C E % D 6C -4--l L N !/J lr-- (Please Circle All That Apply) *Is job ready for inspection: S Rough in Final 'Do you need a Temp Certificate: ES NO Temp Information (if needed) *Service Size: ase 3Phase 100 150 200 300 350 400 Other *New Service: necf erg Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITI4 APPLICATION 8241equest for Inspection Form " X12 Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPDCAHT NAME owner- Agent-ConsuMant-Conbaclr«Otl,er W• btvQlhArtFu1 71JINFi_ ~`tl'on`t °wtdrowNOepttxrrnenttnanragfr;q v?t: tAe., 1t 3S A j Pax t_-7 4-Sf35 TdePetnek Fak E-?t. +~i n ~ l_c e-0P+&1 tine • rid E-thk i xAdd"` NOCj 0024 L-417e. BtiefDp yorComotx>tmtAeprt~ra l.'repoid $hrxpnataMP,,sa . ooo. snte5atanel~a.i',ojeug~,~sequo~e,rG>u~ruDOa,1~ . ~ vhaN.ad.kerMt~a.r,,,xa.~ ; Hems W CDFAratterardller lxrdaet ttsryessiblt ferYrptSnentaE OrsWPpP; i x Fax I--------------- Telephone /-r7IJ..,; i E Maik - 7 y~_ ~VT~(. _?_[%jJL~ t : Nursed VtneaaRgiwrlWle brlrolNtlestll~lnlny,ted6wbn COnbW PrarSCrn-~'j'~ K'-Gr__~'W . Addresi l Tt PFer,s? Fast. - 1 Toll Area dAll P,oitct parch: arWa Grant DislurGare: R ,ace, Prof.cl Dwation: ~-r SbA E„d NnidPaled) 'Qjt~~s•-.Dal: ^ 1~ Date: hF.l/ __.___.________c Will this Project Disturbe five(5) or More Acres at Any One Time During the Proposed Development ? Yes 1r YES; ?l.ase Anawer Me Ferl.,ol a. Does the Applicant have a0ualified Inspector On Staff To Conduct the Rgquired Inspections ? Yts No i b_ Does the SWPPPJndicate How Frequently the Site J uvw. NAMES «dt: aiplion or all Polntlally impaged Waterbodies andl« Walbnds: Inspections will Occur and W What Period of Tune ? Yes No ' c. Does the SWPPP Adequately Identify AN Temporary l~ and/or Permanent Sad Stabalfzation Measures ? - Yes No d- Does the SWPPP Adequately identify aCbnplete F-I Project Phasing Plan 7 -Yes l~ e. Does the SWPPP Indicate Additional She, Speci slwad kaPaclN walerbod,. (eS: TMb anld, tlFled, knvaped~ Practices that WN be Ufted to Noted Waterquably? Yes No ; L Has the Applicant SutlmiNeda Completed DEC Notice r _______-k..---CM.-K---Say.------ { by llhe Ttawn of 3(UiFgldAeCeDtance Form for Review u u Type of knyacted WaRrGOdy; Its. laF.N aarw.wnd_~ i Yes No _ i Sl'ATFOFIV6WYORK, - COUNTY OF ° SS (,t-,~44,_C3 17taz I, i air`i ai being duly swom, deposes and that he/she is the appli t for Permit, And that he/she is the I151..._.!Y~l Owner and/or representative of the Owner or Owners, and is duly authori ld to perfom or tom) ~d work ~ make and file this application; that all statements contained in this appliotion are true to the bat of his knowledge said wodt and to that the work will be performed in the manner set forth in the application filed herewith ' Swum to before r~{e this; ..i~ daQf - 2(1. Votary Public . - .._I~Tabre NAppic M) NPPP AssesamentFORM: 0312 _ Notary Public, StateQofiNCe,, irk No.6163270 Qualified in Suffolk County Commission Expires March 19,10 o-P#376 BUILDING PERMIT EXAMINER CHECKLIST *Date ubmttted: Date Reviewed: ~p W ' z. tae e-, Applicant: Owner: A ~dr„tlta Are;ititeet/Engineer: 1 Estimated Cost: SCTM9 1000 - 83 - 3L - - S/ Subdivision: Zone: T Conforming? Property Address: g I 0 s o City: u~- Pre COs? Building Permits (Open/Expired): BP -Z / 00 Z- Info: BP -Z / G0 Z- Info: BP -Z / C/0 Z- Info: BP -Z / C/0 Z- , Info: BP -Z / GO Z- Info: Single & Separata, Search Required? Y o N etermination: STORM //i.Tt-R Rttm aFF REQ. Lot Size: Z t3~ ACT. Lot Size: 4,3,-5-( o REQ. Lot Cov. Ao°fo ACT. Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear ' PROP. Rear REO. ieht.35~~ ACT. Height REst,BOTH SIDES ACT Proiect Des rintldu: ay,_ ~F'j /41 Y Waterfront? Y o If yes, water body: Panel# Flood Zone: -Bulkhead/Bluff Distance: ADDITIONAL APPROVALS RE UIRED PLAN S (yf) SIGNED, SEALED 6 $URVeY oR SITE PI-AN Suffolk County Health: Y o - If yes, *Bed#: *Date: *Permit#`: Town Septic: Y,-,,V If no, certification required: Y or N Received: Y or N By: NYS DEC: PRGDEC glim Y or^- Date: Permit - or NJ Letter - Notes: Southold Trustees: Y or(G- Date: Permit or or NJ Letter - Notes: Southold ZBAO or N - Date: 3 / ~4/ '0 Permit 6-37 / - Notes: Southold Planning &r N - Date: 3`/ /2-Permit - Notes: _ Town Landmark C of A: Y or N DTE: *NYS CODE Fompliauce (page 2): Y or N CoNTRACToR tlcFroSE_AISABILItY_LI/4B11IT~'__Wolek~vENS CoMPENS.yTION_ Notes: Fee Structure: Calculation: Foundation: SF 6600 X $ V `f0 _$00, 00 First Floor: 000 SF + Initial Fee: $ O D, 00 Second Floor: SF + Additional Fee ( : $ Other: SF SF X $ , Total: 0 0 0 SF + Initial Fee: $ C of O FE ES 0 + Additional Fee ( $ AS BUILT FEE TOTAL:$ 4'%Yoa, 00 NEW YORK STATE CODE COMPLL4NCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 20- Wind Speed: IZOMPH _ Seismic Design Category: B Weathering: Severe Frost Depth: 36" - Termite: M-H Decay: S-M Design Temp: I I Ice Shield Underlay: YES- Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIIZE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGR MERED/PRESCAIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: YIN GIRDERS; YIN CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N + LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: YIN (RESCRECK) TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Marl 31308:52a Twin Fork Landscape Inc 631-734-8354 p.3 ESR-9225 I Most Widely Accepted and 7rusred ~ CDs Page 2 of 4 be installed in accordance with the manufacturer's NZG2012 IRC Section R606_5 12004 Ili Srrtion published installation instructions and this report. The RRY,__4, manufacturer's installation instructions and this report must 6. tinder-fieor (Crawl-space) ventilation is provided when be strictly adhered to, and copies of the instructions and required by IBC Section 1203.3 or IRC Section R408.1, this evaluation report must be available on the jobsite at all re applicable. times during installation. 4.4.2.1 Application with Inhimexrent Coatin The 42 Application: insulations may be spray-applied to the underside of roof The ThermoSeal insulations must be applied using spray sheathing and/or rafters in attics. and the underside of equipment specified by Spray Foam Polymers. The wood floors andlor floor joists in crawl spaces, as product must not be used in areas which have a maximum described in this paragraph. The thickness of the spray service temperature greater than that specified in the foam plastic applied to the underside of the roof sheathing manufacturer's published installation instructions, nor in or the underside of floors in crawl spaces must not exceed electrical outlet or junction boxes or in contact with rain or 11'/2 inches (292 mm), The thickness of the spray foam water. plastic insulation applied to vertical wall surfaces must not ThermoSeal 500 may be installed in multiple passes at exceed 8 inches (203 mm). ThermoSeal 500 foam plastic 3.5 to 6 inches per pass (89 to 152 mm) to the maximum must be covered with Pyrodyne (Acry-Tek 5026) Fire- thickness. ThermoSeal 2100 may be installed in multiple Retardant Acrylic Coating applied to a thickness of 9.12 mils (0.23 mm) [approximately 1 gallon per 100 square feet passes at l2 inch to 2 inches (127 to 51 mm) per pass to (0.40 Unn1 c must be t]. he maximum thickness. The ThermoSeal 500 insulation covered with Pyrodyn (Acry-Tek ear 2100 foam Fie-Retardant passes must be allowed to fully expand and to cure for a kxnra minimum of 10 minutes prior to application of an additional Acrylic Coating applied pplied to a minimum m thickness of 9.32 pass. The ThermoSeal 2100 insulation passes must be mils (0.24 mmj [approximately 1.02 gallons per 100 square allowed to fully expand and to cure for a minimum of 15 feat (0.41 Llm The intumescent coating must be applied minutes prior to application of an additional pass. over the insulation in accordance with the coating manufacturers instructions. Surfaces to be coated must be 4.3 Thermal Barrier. dry, clean, and free of dlr, loose debris and other 4.3.1 Application with a Proscriptive Thermal Barrier substances that could interfere with adhesion of the Except as noted in Section 4.4, the ThermoSeal 2,449500 mating. The coating is applied with a medium size nap and ThermoSeal _4=.i0o are limited to a maximum roller, soft brush or conventwnalaihessspray equipment. thickness of 7,12 inches (190,5 mm) in walls and 11'12 The coating must be applied when ambient and in**$ (292 mm) in ceilings, The insulations must be substrate temperatures are at least 500F (l[i The separated from the interior of the building by an approved insulation may be installed in unverxed aches as described thermal barrier, such as 'f2-inch (12.7 mm) gypsum in this section and at the minimum thickness noted in wallboard installed using mechanical fasteners in Section $A, in accordance with JRG $0Bbew-RGOG,4 42017 accordance with the applicable code, or an equivalent 15- iRS•_Grvnnn RR06 . (700A IRC Srctinn Rr3nF 2,1. minute thermal barrier complying with the applicable code. 4.4.2.2 Application without Intumescent Coating: 4.4 Attics and Crawl Spaces: Thermo seal 2100 may be sQrav-applied to the und(+nide of ng_andlnrraftpra m aftors~ and the r mdprrida of 4.4.1 Application with a Prescriptive Ignition Barrier root ^ hnathi wood' floorv;__00.gLor tIooo __jgi9ts in._cmwk sixims, an When the ThermoSeal insulations are installed within attics dm!critxhd in.this-p2ralgr1ph.~ Theithj4kness of the fe im or crawl spaces, where entry is made only for service of lla :tic n i tlcvj In the underside of i,; roof shrafhinq or the utilities, an ignition barrier must be installed in accordance urMr, arAn of four. m crawl space; must not exccwd rm 11 with IBC Section 2603.4.1.6 or IRC Section R316.5.3 or inG~t+g (2% mm)Thc_MiC mnz_of.thc_ pray lgnm~lastic R316.54, as applicable. The ignition barrier must be insUlsiiOn ,)nDlk'd to vertical wall 5urfacus must not c:xc:eed consistent with the requirements for the type of y Inc_ihe5 N84 rim) construction required by the applicable code and must be the insulatign_mayLbr,, in.^,hued in invented att!C:, 2,3 Installed In a manner so that the foam plastic insulation is dpgrribPd.. in rh s s rrinn anlt ;,r_ih mirnmixn thirkrN r:_. not exposed. ThermoSeal insulation, as described in this 3,4 m actor anre wi~2012 IRC Section section, may be installed in unvented attics in accordance noted in Section with IR6-Sostiop-Ra9~47019 IRC Srrtion RR(N' ; i'l(1~Xi Rti(15, L7QOS IR.C,_S,t+.rrinn Rt3p(i 4)- IRC Section R806.41. 4.4.3 Use on Attic Floors: The ThermoSeal insulations 4.4.2 Application without a Prescriptive ignition may be installed at a maximurn thickness of 5 inches Barrier: The ThermoSeal insulations may be installed in (203 mm) between toasts in allic floors when covered with an attic or crawl space without a prescriptive ignition Pyrodyne (Atxy-Tek 5026) Firc-telardant Acrylic Coating barrier when all of the following conditions apply: applied as described in Section 4.4.2.1. Theritl 2100 may bo installed ,)_a_m,~ximktm thidkn~Cs ofT 1. Entry to the attic or crawl space is only for the service 083 mml without an inttrret:CL2t co.;iting_„or,,,,ignition, of utilities and no storage is permitted, barrier. Thcrmgsenl NQQ m~y_b<:_npplird M maffimltm n 2. There are no interconnected attic or Crawl space areas, 1lticknl; ~r: ~f i th(.: InrhC;? ;4- Irtny ur. (hN ati ,rr- 11[irir tx tween ~~ntllor aver fh-!mart ',.tm txrxk:nptivr rgniticn 3. Air in the attic or crawl Space is not circulated to other harrier if, mrtalled it) it(rt)riJaricr•,-, with IIRC Shinn parts of the building. 2G 3.4.1.6 or IRG Srk:fion R:516 t.3 The insulations must 4. Combustion air is provided in accordance with IMC be separated from the interior of the building by an (lntomotionof Mechanical Code") Section 701. approved thermal barrier. 5. Attic ventilation is provided when required by IBC 5.0 CONOMONS OF USE Section 1203.2 or lRC Section 8806, except The ThermoSeal 500 and ThprmoSeM 2100 spray-applied air-impermeable insulation is permitted in unvented polyurethane insulations described In this report comply attics in accordance with 9ec1icn--2806A--of--the with, or are suitable alternatives to what is specified in. Mar13130S:53a Twin Fork Landscape Inc 631-734-8354 p.4 ESR-3225 I Most Widely Accepted and Trusted Page 3 of 4 the following conditions: Control Consultants); and the evaluation report number 5.1 The Insulation must be (stalled in accordance with (ESR-3225). the manufacturer's publis ed installation instructions, Intumescent coatings must be identified win the this evaluation report ande applicable code. If there manufacturer's name and address, the product trade name is a conflict between the installation instructions and and use instructions, this report, this report go ms. 5.2 The insulation must be separated from the interior of 8 0 OTHER CODES the building by an approved 15-minute thermal In addition to the codes referenced in Section 1.0. the barrier, except when installation is in attics and crawl products described in this report were evaluated for spaces as described in Soction 4.4. compliance with the requirements of the following codes: 5.3 The insulation must not I exceed the thickness and ¦ 2005 International Building Code (2006 IBC) density noted in Sections 3.2, 4.3 and 4.4. ¦ 2006 International Residential Cods'0 (2006 IBC) 5.4 The insulation must be protectod from the weather during and after application. ¦ 2006 international Energy Conservation Code (7006 5.5 The insulation must be applied by professional spray IECC) polyurethane foam installers approved by Spray ¦20031niemeWn~49trlldingCodee(200316C) Foam Polymers, or by die Spray Poyrethene Foam a 2003 International Residential Codes(2003 IRC) Alliance (SPFA) for the installation of spray polyurethane foam insulation, ¦ 2003 International Energy Conservation Codire (2003 5.6 Use of the insulation in areas where the probabilityof IECC) termite infestation is 'very heavy' must be in The products comply with the above-mentioned codes as accordance with = Section 701? ioY described in Sections 2.0 through 7.0 of this report with Srctian. ?503_';112npg I9C Srdion_ 260 or IRC the revisions noted below. Section 8318.4, as applicable. r Application with a Prescriptive Thermal Barrier: See 5.7 Jobsite certification and labelirg of the insulation must Section 4.3.1, except the approved thermal barrier must comply with 186-Sestiaas 110 Rd N31101 4 4 be installed in 8cootdance with Section R$14.4 of the a al 2.2012 IRC 2006 IRC or Section R314.1.2 of the 2003 IRC, as Sanlinn N1112 20P5L ' IRC.Scrlion N1101.., and?nt2 applicable. ECC Sedtons53n3.1 Ind ig31 {2009 IECC 5,Crfinr!_j03_11, as applicable. a Application with a Prescriptive Ignition Barrier: See 5.5 A vapor retarder must bet installed in accordance with Section 4.4.1, except an ignition barrier must be the applicable code. installed in accordance with Section 8314.2.3 of the 2003 IRC, or Section R314.5.3 or R314.5.4 of the 2005 5.9 The insulations are manufactured under a quality IRC. Control program with inspections by Quality Control 0 Application without a Proscriptive ignition Barrier. Consultants (AA-727). S¢e Section 4.4.2, except that Combustion air is 6.0 EVIDENCE SUBMITTED provided it) accordance with Sections 701 and 703 of 6.1 Data in accordance with the ICC-ES Acceptance the 2006 Ill Criteria for Spray-applied Foam Plastic Insulation ¦ Protection against Termites: See Section 5.6, except (AC377), dated October 1201107017, including reports use of the insulation in areas where the probability of of tests in accordance with Appendix X. termite infestation if 'very heavy' must be in accordance 5.2 Reports of air permeenJ testing in accordance with with Section 320.4 of the 2003 IRC or Section 8320.5 of ASTM E283. the 2006 IRC. 7.0 IDENTIFICATION ¦ Jobsite Certification and Labeling: See Section 5.7, Al packages and container of rhermo5eal 500 and except )obsite certification and loading must comply with Section 102.5.1 of the 2003 IECC, or Sections ThermoSeal 2100 must be labeled with the Spray Foam 102.1.1 and 102.1.11, as appicabie, of the 2006 IECC. Polymem, name and address:lthe product name; the flame spread index and the smoke-developed index; the date of manufacture: the name of the inspection agency (Quality Marl 3130853a Twin Fork Landscape Inc 631-734-8354 p.5 I ESR-3225 I Most I+Videly Accepted owd TruSted Page 4 of 4 TABLE 7 THERMOSEAL 500 THERMAL RESISTANCE (R-VALUES)'"a THICKNESS (inches) R VALUE ('F-R'-h/Mu) 1 3.7 2 7.4 3 n 3.5 13 4 14 5 19 5.5 20 6 22 7 26 7.5 28 8 30 9 33 95 35 10 37 11.5 43 For 31: 1 inch = 25.4 mm, 1'F-ft2-hrOtu = 0.176 11001K-rni 'R-values am calculated based on tested K values at 1-, 3.5- and 44nch thicknesses. 2R-value3 greater than 10 are rounded to the nearest whole num her. TABLE 2-THERMOSEAL 2100 THERMAL RESISTANCE (XVALUES)''' THICKNESS (inches) RVALUE ff.fe-Motu) 1 5.8 2 12 3 19 3.5 23 4 27 5 34 5.5 37 6 40 7 47 7.5 s0 8 54 9 60 9.5 04 10 57 11.5 77 For SI: 1 1ncn = 25.4 mm, 1 °F Irian 1u = 0.176 110°K-ri 'R-values are calculated *allied at toted K Values at 11-3.15- and 4-inch thicknesses. 'R-values greater than 10 are rounded to the nearest Mole numtwr Marl 31308:52a Twin Fork Landscape Inc. 831-734-8354 p.1 J ICC Evaluation Service, lLC fr^jGn Wnrk11k.1,1 Mill GntA Wluflicr: C A n.wot ICC EVALUATION (a. yFr. 95.a 94 SERVICE w WJU-V-01 March 6, 2013 Richard Ettinger ESR-3225 General Manager Please reference this number on all Spray Foam Polymers correspondence P,O. Box 1182 New Canaan, CT 06840 Dear Mr. Ettinger: I am pleased to inform you that the enclosed evaluation report draft, dated June 1, 2012, revised February 2013, has been approved for publication and distribution. Please review the draft and let us know if you have any comments or concerns within ten days of the date of this ietter. If we do not hear from you within ten days, we will proceed with publication of the report in its current form. The scope of our review included revising the report to be consistent with recent revisions to the master report, ESR-3081. If you have any questions, please contact Laurie Spandle (800) 423-6587, extension 3733, or by e-mail at IspandleC ice-es.orq. We appreciate your coming to ICC-ES for an evaluation report, and we look forward to working with you in the future. Respectfully, C % H . osjt'' - ~ Chris Allen, P.E. ' 3 Senior Staff Engineer aIDGDiPT. TMWj W ,a"T.{~L D 1!A/I s Encl. Mar 13130852a Twin Fork Landscape Inc. 831-734-8354 p.2 E' ICC EVALUATION ~~-75 SERVICE Mu it Widelly A, (rpt(~d and I, isted IMES Evaluation Report ESR-3225* Reissued Juno 1, 2012 This report is subject to ronewal July 1, 2013. www.lcc-es.ord 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council"' DIVISION. 070000-ThERMALAND MOISTURE spray-applied product. The two components of the PROTECTION insuation are polymeric isocyanate (A-component) and a Section: 07 21 00-Thermal Insulation resin (H-Component) which, when stored in unopened containers at a temperature between 65°F and 851F (184C REPORT HOLDER: and 29°C), have a shelf life of six months. SPRAY FOAM POLYMERS 3.1.2 ThermoSeal 2100: ThermoSeal 2100 is o medium- POST OFFICE BOX 1182 density, closed-cell, polyurethane foam plastic insulation CANAANr CONNECTICUT 06640 system with an instated nominal density of 2.4 pcf (38A NEW NEW CANA kgim°). ThermoSeal 2100 is a two-component, spray- (800) 853-1577 - applied product The two components of the insulation are www.sprayfoampolymers-com polymeric isocyanate (Acomponent) and a resin (3- component) which, when stored in unopened containers at a temperature between 65°F and 8,, F(18•C and 29"C), TFIERMOSEAL 500 AND THERMOSEAL 2100 SPRAY have a shelf life of six months. APPLIED POLYURETHANE FOAM INSULATIONS 3,2 Surface Burning Characteristics: 1.0 EVALUATION SCOPE when tested in accordance with ASTM E84 at a maximum thickness of 4 inches (102 mm), and a nominal density of Compliance with the following codes: 0.6 pcf (9.6 kgrm) for ThermoScal 500 and a nominal ¦ 2012 an 2009 fntemafional Building Coder' (IBC) density of 2.4 pcf (36.4 kglm') for TbermoSeal 2100, the a insulations have a flaire•opread index of 25 or loss and a ¦ X012 and 2009 lntemational Residential Code pRC) smoke-developed index of 450 or less. ¦ 9_~12_{mQ 2009 Infomational Energy Conservation 3.3 Thermal Resistance: Coda (IECC) ¦ Other Codpp (sae section 8.0) The insulations have a thermal resistance value) at a mean temperature of 751F (24^C) as Shown n in Tables 1 Properties evaluated: and 2 ¦ Surface-burning characteristics 3A Alr Permeability: ¦ Physical proportics 'thermoSeal 500 insulation at a minimum thickness of/, ¦ Thermal reaistanco (R-values) inch (19.1 mm), and ThermoScal 2100 insulation at a ¦ Attic and crawl space installation minimum thickness of 1% inches (38 mm), are considered air-impermeable insulations in accordance with Sestien ¦ Airpermeatift 14806.4 of the IRC2012 IRC Section R80G.` Q009 IRC 2.0 USES S,Clicxr RBOB.a, based on testing in accordance with ASTM E283. ThentloSeal $00 and Thermoseal 2100 insulations are 3.5 Intumescent Coatings: urod as nonstructural thermal insulating materials in buildings of Type V COnstrilction (10C) and dwellings under 3.5.1 Pyrodyne (Acry-Tok 5026) Fire-Reardant the IRC. Under the IRC, the insulation may be used as air- Acrylic Coating: Pyrodyne (Acry-Tak 5026) Fim- impermeable insulation when installed in accordance with Retardant Acrylic Coating, manufactured by Coating and Section 3.4. The insulation is for use in wall cavities and Foam Solutions, LLC, is a water-based acrylic coating with floor/ceding assemblies, and in attic and crawl space a specific gravity, of 1.29. The coating is supplied in 5- installations as described in Section 4.4. gallon (19 L) pails and %-gallon (208 L) drums. The 3.0 DESCRIPTION coating material has a shelf life of six months when stored in factory-sealed Containers at temperatures between 45°F 3.1 General: (7.2"C) and 750F (23.9-C). 3.1.1 TharmoSeal 500: ThermoSeal 500 is a low- 4.0 INSTALLATION density, open-rell, water-blown polyurethane foam plastic 4.1 General insulation system with an installed nominal density of 016 pcf (9.6 kg/m~. ThermoSeal 500 is a two-component. ThennoSeal 500 and ThermoSeal 2100 insulations must •Rkwtsed March 2x13 Rr'-I:R l~mlwanw~RapvAen•xur lu lv avrnlnW,rn. rrprnneolrpk aathelirxW my nllMY nllnAutr!c nrmyxn ilia'o/IV Od,11YYSlYr, lKI/IIK lAI'1'lO lM bw.PlrixYr ~ mart rmAmrunm nrffre •ulgerr ar(rAs m/mrf nro wv`mix»tthAn,nrfiv,d rur.7Avre it rv,.'Wrrmty Ayl(Y,'1•i•duutinn.tienire. ill.', trjwna, or,wpfi,J, rte t.~-Ij~l•]• M1nn:vrmAn1•-,,,wAfr mao,+ru 1/U.mpur6 w,u toivipprM6mt arv,!nvf hi, Olu ft'.'a ~-•s 4-- 3760 FYYo_!~" COX crt ~t 1NISM NEPaao F= m R LNwT &GAD6 a surlm Lalsf WWI 10 et mel- art. (10593--Shirk Pole/Jon Faw Cusnhc w. W - 11SA/SCIS/60412) 120 Rph wind, 15.00 ft weon hgt, ASCE 7- CLOSED Dldg. Located Top chord 2.10 SP 2250(-1.9E :T1 2x12 SP 2250(-1.DE: 05, enyxhare In roof, CAT 1, EXP nine TG 05, CL wild 6C OL=3.0 :TOP 2X12 SP 2400(-2.OE: psf, Sot chard 2x10 SP 2400f•2.OE :82. 83 2x10 SP 2250P1.9E: Psf. - Webs 2x4 SPF Stud Wind reactions based on WNFRS pressures. - :W2, 05. W7, AID 2x4 SPF 2100(-1.811: :W5 2x8 SP fl: Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection Is 0.86" due to live load. Building designer must determine that this movement is acceptable. (a) continuous lateral bracing. equally spaced on member. In lieu or structural panels or rigid call ingg use purlins: Purlins are shown to indicate required spacing only. Purlin size, grade. CHORD SPACING(IN OC) START(FT) END(FT) orientation and placement shall comply with the Building Designer's TIC 24• .1'66 60'00 gC 65 0.15 59.85 requirements. Trusses to be spaced at 48.0" OC maximum. Defl action meets L/240 Iive'and L/180 total load. Calculated vertical deflection is 1.70" due to live load and 0.55" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead load at X 30-0-0. Special care must be taken during handling. shipping and installation of trusses. See 'WARNING'" cote bel aw. Truss designed for unbalanced snow load, based on Pf=Pg=31.50 psf. SSD675(R) N 4 S ~ 6X66 0 JI 5X641, 11 2013 II~JI 3X64 axes SX8s s ~i MAR 3X72s 10106 a) W6 (a 3X6v 1010! - 3 W5 4 3X122 11' 4" C?U76 DFrl. 4 r 2 H7319sm 63 V10 TB 2 4X66 2 _ axsn 8.3/6" Y S 1 - 551017s 1 1" 4'~ 1 4 Mae T T SS1017s _ .4X4ft H0715(A6R) a H0715(A5R) s 't )wl 1 2 7D-112" n 30' O" 30' 0" € R 17 60' 0" Over 2 Supports . 8=5318 U=1673 6=8.25" R-5015 U-1585 1=8.25" RL=518/-533 PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: I81020061TPI-2002(STD) Y:1 NV/ /1/_/-/R/- Seale ..125"/Ft. WAVE FT/RTm01L 0% /0 0 10.03 ••wmmiml••vuwn.nuwa cnrm. we m+r,u+, w. r...na. w.vL•a, rww>uw.m .mcm. 6 TC LL 31.6 PSF REF 86597- 7371 arm m.a• 1>w,r.c m otet vn, wwrl". rwu>.m w w, (~Iwew>ounlor. >w m•,+m~>1,.r,.,:;r>„i••,..,.;':..°.>'>n,'...,_':°.1'a°°,..,w...:,m~,.:' f f TC DL 5.0 PSF DATE 10/20/11 w ,•w .mv..aa.. can,. wn. riw..., •ao••. +m:-.n w.w m mw v.m..,..'i' ..w m s .w. .•aw ar. m.. i W 6C DL 5.0 P5F DRW iqu5R6697 11293012 •.re ~.r1~..,„ .».d.=......N,«,. .,.....N~.w.=.cv.> BC LL 0.0 PSF MO-ENG SLS/SLS wf•+w'.,wt •y Y•mV,Y•w+9V ~e11w: .w ,MLnI mTM~m•L. I Ya> ALPINE w'°"r=" mv.,,w. «,r.».. .~es•w., •uv,ew, wm,um w a. wn won, a>.. >LfL. uru we Ln. wr•w REV ev .non. w em won .vw m...aa1 w- wL.• p• ,y 1 TOT. LID. 47 . S P$F SEQN- 11615 rowa,u n.m w ruL It ew rnL +wm .a caw o>nr ~w wwwr w w•m ua,w. w.mw rm wnuw, A 0 41 F. ,N.~,>.m+..,-, w „ t. m»,wr w e• w, 1.wr w o ,ru rw w. > w u,• UDR. FAC 1 15 1 mvawM ca.w011 ANompyw ern.- ra,am> ,Laanau It me.l r~aw• uawwlw.owra,.••nr Rnr w ml •.w> arrrvL ~Ff8810~ It. ILnkritv.tl[1AlMf 0e11N~ urYN.. r»inv vu r. um awen Lw .w wnww na. .emrmNnrw to SPACING 4R 0" /REF IUGC6807ZO4 KJON F :R&3 "e- /L/ , 1HIS MG PRfPNm FROM MOURN pall Ila 4 ole[MIM) SM:RM.. F naMS aFR (10583--Shrrk Pale/Jon Fabb Cutchdogue, NY - 315A/REEL160412) Top Hord 2x8 SP SS Dome 12D mph wind, 15.00 ft mean hgt. ASCE 7-05, CLOSED bldg, Located Bet chord 2x6 SP 2400f -2 OE :62, 03 M SP SS Dense: anywhere in roof, CAT I, EXP C. wind TC OL=3.0 psf, mind BC DL=3.0 Webs 2x4 SPF 2100f-1.8E :11n, 418 2x4 SPF Stud: per. :13, 116 2x4 SPF #11112: :Lt Slider 2x8 SP 01: BLOCK LENGTH - 3.816' hind rea[:tioM based m NWFRS prelisares. :Rt Slider 2x8 SP 01: BLOCK LENGTH = 3.816' Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.31" due to live load and 0.10" due w dead load. (a) dent I nuous Iateral brad l fig. equally spaced on member. In lieu of structural panels or rigid coil i!!gg use purl ins: Trusses to be spaced at 48.0" 'DC maximum. CHORD SPACING(IN OC) - START(FT) ENO(FT) - TC 24 -1.8860.88 Daflection seats L/240 live and V18O total load. BC 61 0.00 60.00 Calculated vertical deflectwn Is 0.86" due to Iive load and 0.28" due WARNING: Furnish a copy of this DIG to the inswllmtion contractor. W dead load at X = 23-3-2. Special care must be taken during handling, shipping and installation of trusses. See "TARNING" note below. Trv%s designed for unbalanced snow load, based on Pf=Pg=31.50 psr, S BxB~ _ MOM 4X6(R) 9 6X644 515(R) 8 g Mail 3X4 It, 6X64. 3X44 (a a) 4 4 11' 4" SS07120 (a) 1113 a) (a a) SS07124, 2X4a W WI W 2x48 r 5 1 4" 1' 4"1- nS 6X7 6(E3) Na 4X4m 6X6 R NI H0510- 5X8(R) I ( ) It N0610m 6X16(E3) E 3X10(E3) ¦ H0610Mm 04+s 3x10(E3) 1 a .12 10-~2 L 30' 0" _ L 30' 0" I F' 11`- 60' 0" Over 2 Supports 6 0 11=5308 161671 N=8" R=5145 0=1618 M" x RL=S34/-543 PLT TYP. 20 Gauge HS,18 Gauge HS, Destgn.Crit: ISC2006/TPI72002(STD) WAVE FT/RT=DS O% /0 0 10.03 7 :t Scale =.125"/Ft. ••v1Ye•• rxa]a, se4,lw +n+na w[ w.snm.w, w+x,r., W,m,[n. [rnuvaln+ (0m0uiw 4• TC LL 31.5 PSF . REF R66D7- 7372 ' Mnei 1lL"SIRa w"'~rLM [aa6Y~yr`b rraY]~LmuNnlLOam IW e~ u~.r e0 G MII.wM1Y'. IYL MYIq. YI .It14 10R ]4[n m41,4] rr,W l0 elw_V .ILY 1411 Nm. YIrS +mrlaix „o.a,ra n. mar ewL ,aY. Mena. nr+Yw s,nr.MY. wa] r Rare. ere aw.L.Yn 4 TC DL 6.0 PSF DATE 10/20/11 a erwxL. +.erYm .cos +L,L.YO. • BC OIL 5.0 PSF DR! n0uSR66ot 112o3o13 - •-Mmxaturt•• IN ALPINE N ~uro IN BC LL 0-O PSF Al SLS/SLS ooa`m wv. n,: W rr n..r.nw m vY~m. Room.. arr,W rre. w Nn. ,fa MLlR x,w /Ie..WLL M..." ON. 4 pbal .1., FYYw .1.., L4YL Larrna rota +e .MYL • a s.4a M Wit ova' uro M. +a.Mn env. son. M. TOT. LD. 41.5 PSF IL w 0 m YY I. LrIL wv s m++rW ,av.ve .,w] e[,a. rY].vp w. rmw.me .+W s. N 1 $EQ)4- 130466 I ev4rm4 dmmbnann emYa L¢. M I,mWll IN ar a it ' ROO aLi) W {II ]MY. n ea 1er,.[ Y Or 911- xe[ YC-0. . 4LL a, TBi O. 41411' Y+ ..YYw,croscmes,...rn u, o-Y,Ye +Ym.Ya SSIONQb DNACIR.FAC. 118.15 Salt(.1ly,MDE3W3 m,N. .16..•rr.miw+lLirc.owwmn rlwYrm ev.wv YmlYnn n~r¢[os,wn]eiw vuLaWn.unnwsr~Y,.v<.r. SPNG .0" JREF- 1UGC6697204 a -a a } a' ~--a 8 00' --I-- s' 8' 2TRUSS CARRIERS NEW BUILDING. SPECIFICATIONS J 60' X 100' X 16'4" POST & FRAME GARAGE T T7 i// ELECTRICAL n 18" X 8" CONCRETE FOOTINGS (GABLES) IN rPEi0* ;O;N ~,[7.01J ED i `n O -25" X 12" CONCRETE FOOTINGS (SIDEWALLS) ,.~6 fff (10227 LB CAP; 9920 LB COLUMN WT) Ot 4-3'0" X 6'8" 9-LITE ENTRY DOORS j OCU~ANC OR _ j 2 4-14' X 14' OVERHEAD DOOR FRAMEOUTS (DOORS BY OTHERS) c I~+I ~N~ 1A1CU~ CON!F'ILY WI . H ALL CODES OF ~ t T J VYr NEW YORK STATE & TOWN CODE 2A 1-8' x 10' OVERHEAD DOOR FRAMEOIJf (DOOR BY OTHERS) If1;TN0~JT C RTIF CAT A REOIREDFEND CC~NDITI~NS O i~ m ? 2-36" X 48" VINYL THERMALPANE CASEMENT WINDOWS C s o~p CY St7(UTIHOLDTyOWNZEA ® -3 PLY 2X8 GLU-LAM POSTS 8' OC.(TYP.) SOUTHOLITOWNPLANNNNGBO (3 PLY 2X6 POSTS AT GABLES) ±7±: J S. DEC '400T At 2X8 TREATED SKIRT BOARD 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC. ~m 2-2X12 MSR SYP TRUSS CARRIERS @8' SPANS- (HEADER CAPACITY=1270 PLF; ROOF LOAD=1260 PLF) 11 sclssoR TRUSSES 48° oc. wITH 2/12 PITCH BOTTOM CHORD 0 7 2-1j"X16" LVL TRUSS CARRIERS@14' SPANS- ° _ (HEADER CAPACITY=1341 PLF; ROOF LOAD=1260 PLF) TRUSS CARRIER TO POST= "X4" GRK STRUCTURAL SCREWS R INSPp ION C I APPROVED NOT D im 8 @EA.POST (2 PER SPLICE MIN.) 10629 SHEAR RATING RG ~~/AL p ~ - 3~~~B rt 376~q Z PRE-ENGINEERED ROOF TRUSSES- N 4/12 PITCH, 48" OC, 31.5-5-5 LOADING FE 2So 00 uj c- 12 ROWS 2X4 BOTTOM CHORD TIES (56" OC.) NOTIFY BUILDING G-PART,iENT ,4T 6 ROWS 2X4 LATERAL TRUSS BRACING (SEE TRUSS DWG) ! 765-t 02 8 A? TC 4 M FOR TH_ AL GABLE POSTS H-10 HURRICANE CLIPS RETAIN TORMATER UNOFF FO LL WING I SPECTI fJS: h E TEND TO TOP 11-SCISSOR TRUSSES WITH 2/12 PITCH BOTTOM CHORD URSUpNTTOCHAPTEp236 1. FO 1NDnT10 - TWRECUI, ED 0 ROOF TRUSS 29 GA- G-100 PAINTED STEEL ROOFING & SIDING OF THE TOWN CODE. FOR POURED CONCRETE " INSULATION ON WALLS 2. RO G, i I~tP g FLLr~ II~O 4C. 8" WAA ESCOT 3. IN ULP,TION~ j 12" SACK SAVE & BOTH GABLES OVERHANG W/ VENTED SOFFIT & FASCI l ~ j I 4. FINIL - C01~7RUCTIION MU T DO NVT PRDGEED WITH BE ONSTRUC CE F' mi 4" FRONT SAVE OVERHANG W/ VENTED SOFFIT & FASCIA ALL CONSTR TIONOR 'C.O. FRAM NG UNTIL SUR EY Su,SLL MEET THE PAINTED STEEL 12" RIDGECAP REQU! EMENT' OFTH CODES FNEW J O H N EN A LOCA ION YORK STATE. NOT REPONSIB E FOR DESIG OR C NSTRU TION E RORS. 2-1j"X16" LVL TRUSS CARRIERS 0F1... % (D (D ' + ia 6° 1 00 a'-- _mZN. a:m FLOOR ELAN 6 '~"L~A~•'•,,, ,4•L.••'4i~=`` SCALE: 118- `C/ V Q ,1t„11~- r AVf?L ` FLOOR PLAN DRAWN! BY: ALS ALLINFORMATIC SHOWN 44 ON THIS DRAWING IS THE r JON FABB M : POOLE BUI DIINGS LL REVISIONS: C. Z IaVer P. E."i pO~E eU~l o SHIRK James A. Koppenr Z o, THIS DRAWING MAY NOT ^ Na$ BE REPRODUCED BUILDER 8405 COX LANE PERMISSION. AND PA 1 9 61 g P Wyomissing, J0Logan Ave H ' MKILLIC A~ I DATE: 10/17/11 OWNER ARE RESPONSIBLE CUTCHOCUE NY 11935 TO VERIFY ALL DIMENSIONS 111 EAST BLACK CREEK EAST EARL, PA 17519 SITE BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001 _ PEEDPFA r ~I. 29 CA PAINTED STEEL 6" CORNER TRIM STEEL B'0' . 10'0" all vERHEAO D00 EXISTING BUILDING RAMEOUT / 0OR BY OTHER BACK BIDEW ALL f15'-g"~ 1_g•_t0-_I LEFT ENDW ALL SCALE 1 /g' = t'0" 29 GA. PAINTED STEEL SCALE ,re--,'o 12" RIDGECAP(VENTED) 29 GA PAINTED STEEL i 6" RAKE TRIM 29 GA. PAINTED STEEL 4~ SCREWDOWN ROOF T PANELS IIIIIIIIIIIIHIIIIIIIIIIIIII z ' / / 14'0" X 14.0" / ..K 14'0' X 14'0" 14'0" X 14'0" 14'0" X 14'0" / OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR OVERHEAD DOOR / FRAMEOU7 FRAMEOUT @JqNj~ FRAMEOUT FRAMEOUT / DOOR BY OTHERS DOOR BY OTHERS DOOR BY OTHERS DOOR By OTHERS BASE / rin ~ ~ ~ ~ I ANGLE FRONT SIDEWALL RIGHT EN DWALL SCALE. 1/B' _ ,'0' ScALF. tra• = ro• ,~INg111110 III/ f?l ty It ?mOq..•On 1 2 .~2~` I'011III11 still • ELEVATIONS DRAWN BY: ALS ALLINFORMATIONSHOWN a m c REVIEW: ON THIS DRAWING IS THE JON FABB U) r PROPERTY OF SHIRK 9 REVISIONS: POLE BUILDINGS LLC. James A. I/ f\oppen haVe r, P•C•Z P ~~'E BU~~b~N O THIS DRAWING MAY Y NOT Gg BE REPRODUCED WITHOUT 8405 COX LANE 304 Logan Ave H ' MKILLIC PERMISSION BUILDER AND A W y o m 1 S S I n g~ PA 1 9 61 0 DATE: 10/17/11 OWNERAREIRESPONSIBLE IONS CUTCHOGUE, NY 11935 l 7 TO ve1~r ALL Dne+ DIMBIslors 111 FAST BLACK CREEK EAST EARL. PA V519 SITE: BEFORE CONSTRUCTION 717-445-6888 FAX 717-445-3001 PAINTED RIDGECAP 6 NAILS 2X4 R UN BUILDER u PER TRUSS ROOF 29 GA. PAINTED 29 CA STRUCTURAL WALL POST 2 WEATERRiE TRUS STEEL ROOFING a PAINTED STEEL 2X4 WALL VFI-TEDTR PAINTED SCREWS RAKE TRIM 2X4 GIRT OR PERUN NLAS \ / PERUN CLOSURE WALL POST \ IA~ ACE PAINTED Z 24' ON CENTER STRIPS A"X4" GRK RD F w - ~a STRUCTURAL 2X6 HEADE ~g SCREWS i'1VEATERTRE 6-3J" PUCE METAL SIDING VENTED 0 Q PAINTED SCREWS NAILS OVERHEAD GABLE TRSOFFIT L I LL 2xa RooF7 9" ON CENTER STRUCTURAL DOOR TRIM p v PE RUNS F&J TRIM ` Y T POST OVERHEAD OVERHEAD DOOR AL v.c ROO F TRUSSES DOOR WEATHERSTRIP SIDING SI(. t METAL SIDING & SIDEWALL PERLIN 12' RIDGE CAP GRK STRUCTURAL py ERHEAD DOOR GABLE OVERHANG ROOFING FASTENERS DETAIL TRUSS SCREW TO POST DETAIL CARRIER FASTENER DETAIL HEADER DETAIL DETAIL SCALE: i/2' = 1'0" SCALE: 1/2' = 1'O" SCAL SYP SCALE: 1/2" = 1'0" SCALE: i/2" = 1'0" SCALE: 1/2" = 1'O" oeswrv W O WALL POST PAINTED STEEL 2 6G FACE BOARD > Q DOOR JAMB 6 NAILS 2X4 ROOF PERUN WAIL POST METAL 00 PER TRUSS ROOF PAINTED 2}'GALVANIZED TEA US 2X6 TREATED IOING I- SKIRT BOARD PAVING DECK SCREWS / FASCIA 0) O d Q) C a LINE 29 GA. PAINTED STEEL U) ROOFING INSTALLED W/ ROOF TRUS VENTED Y J 01 \ SCREWS & WASHERS OPTIONAL ///r1 LS PER FLOOR BASE TRIM SOFFIT ERAL V CHANNEL SIDE STONE BASE F&J TRIM Q tin ipsa ORD 29 GA. PAINTED STEEL USS USS POST ING) RRIER ~METAL SIDING 0) O 2X6 SPF 2T 2X4 ROOF FACE BOARD ENTRY DOOR TIE BLOCK BASE TRIM 12•EAVE OVERHANG p PAINTED JAMB DETAIL FASTENER DETAIL OETAII DETAIL URUNS 2a' OC. SCALE: 1/2" = i'O" SCALE: 1/2" = 1'0' SCALE: 1/2" i'0" SCALE: 1/2" = 1" OWNER FASCIA LID ED ROOF VENTED M 14, 48' OC. PANELS STEE 11 W r. 2-2X12 MSR SYP TRUSS CARRIERS F&J TRIM 2X4 SIT DIAGONAL BRACE FROMRUGUJIE TO BDTH EAVES _Z PRE-ENGINEER ED 11 ROOF TRUSSES 48" OC. 3 PLY 2X8 GLU-LAM U IL 11 U. POSTS B' OC. SYP. 2X6 WIND UPLIFT TIEDOWN K O O FPANELS 1 SYP TRUSS CARRIERS WALL BRACING 2X4 SPF SIDEWALL GIRTS 24. OC. it REGUIREMEN75: / 29CA STRUCTURAL STEEL SIDING RACING REGUIREMENTS: - U 2X4 SPF WALL GIRTS 24' OC. PANELS INSTALLED GA STRUCTURAL STEEL WITH SCREWS NSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP. OALL NTHISDRAW1rvc ISn EN PURUNS WITH SCREW S PROPERTY OF SHIRK / POLE BUILDINGS ULC THIS DMWING NAY NOT BE PEPRODUCED WiIHUII PERM5510NBUIl11ER AND GRADE GRADE III OWNER ARE RESPONSIBLE 4 CONCRETE PSI 2X6 PRESSURE TREATED PRESSURE TREATED mvIBEFY AU wBeD1a GRADE (BOTTOM BEFORE CONSTRUCTION OF SK D) CO (OPTIONAL) (O~~SYP SKIRT BOARD SYP GROUND COMACT 2%6 SKIRT BOARD DRAWN BY: AlS • / / / / / / / / / / / / / / / / / / / / / / / / REVIEW: 3/4' STONE COMPACTED rp REVISIONS (OPL : SOIL BACKFlLL /AAV/A\ //AAV/AV/AV/AA/AAV/AAV/AA/AAV/AA\ OF NF r~ m /VV /VV A V \ \ \ < w A 3000 PSI. CONCRETE FOOTING (SERE SIZE V//\V/%\V/%\V (SEE SIZE ON FLOOR PLAN) 3000 PSF SOL,//~//~// j i ON FLOOR PLAN) \ _ L DATE: 10/17111 \ / y j\~ ~mm: ¢ E SITE: TYPICAL FRAME i/AA//A// //AA//AA//AA//AA//AA//AA/AA \ VA .VA VA VA VA VA VA/AA/A - "I ; SECTIONS SECTION jAAjA~%AAjAAjAAjAAjAA%A~VA/AAA TYPICAL (SECTION //.v//.~//.v/ ENDWALL VIEW) 4142.:= SCALE: 1/4" = 1'0" (SIDEWALL VIEW) rrrrrr ssIO SCALE: 1/4" = 1'0° rr naulnl"` A, 3 BUILDER J BUILDING DESIGN NOTES AND DETAILS A4.9 STRUCTURAL DESIGN PARAMETERS J A4.1 EXCAVATION BUILDING USE=STORAGE OUR, O cK FOOTINGS SHALL BE CIRCULAR (UNLESS NOTED OTHERWISE) AUGERED TO THE DEPTH AND USE GROUP=S-1 DIAMETER SPECIFIED, WITH ALL LOOSE FILL REMOVED BEFORE CONCRETE FOOTING EXPOSURE CATEGORY= C J ^ MATERIAL IS PLACED. HEIGHT & AREA LIMITATIONS= 5B UNPROTECTED n A4.2 FOOTINGS OCCUPANCY LOAD= AS PER DESIGN vLL STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT TOTAL NUMBER OF FLOORS= 1 C FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; 16 Y a TOTAL FLOOR AREA (SQ FT) = 6000 LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE BUILDING VOLUME (CU FT)=126000 v FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS OTHERWISE STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND GUST), ^ SPECIFIED. AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. n A4.3 FRAMING SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF @48" DESwN LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. BELOW GRADE UNLESS NOTED OTHERWISE. Lq 31.5 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. C O LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN ~p YELLOW PINE. A4.10 APPLICABLE BUILDING CODES Q TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. 2009 IRC CODE Q O a ALL GROUND CONTACT LUMBER SHALL BE TREATED TO AWPA U7 (COMMODITY SPECIFICATION A, 2006 IBC CODE USE a CATEGORY 4B AND SECTION 5.2).60 ACQ OR CCA MINIMUM AND SHALL BEAR AN 2009 IBC CODE Y O J o' ACCREDITED LABEL USING #1 OR BETTER SOUTHERN YELLOW PINE. 2009 IBC CODE NJ EDITION IN.J.A.C. 5:23-3.14)v~ A4.4 ROOF TRUSSES ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, COLLATERAL THIS BUILDING HAS BEEN DESIGNED WITH ONE OR ~D 0 LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH LOCAL BUILDING CODE A4.11 DESIGN CRITERIA. MORE OF THE FOLLOWING REFERENCES= O ~ REQUIREMENTS. TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO AMERICAN FOREST & PAPER ASSOCIATION (WFCM, AND NDS FOR WOOD CONSTRUCTION) MANUFACTURERS SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) OWNER LATERAL BRACING AT MAXIMUM SPACING OF 120" OC. OR AS REQUIRED PER TRUSS DESIGN. THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) M THE DESIGN PROFESSIONAL OF RECORD HAS REVIEWED THE PRE-ENGINEERED TRUSS DRAWINGS SOUTHERN BUILDING CODE CONGRESS (SSTD10) AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7) r A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) W r PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS AND A4_12 WARRANTY NOTES m Q z INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WITH m J Z UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND UPLIFT ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE WITH IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN WORK LL. 0 SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ALL Z U WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. O gn VO A4.6 FASTENERS AND FRAMING CONNECTIONS r^ ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: ' C SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D HOT DIPPED DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY STRUCTURAL GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE. MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS, PANELS, co THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 121" STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE V ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC STORAGE, TIMBER IS 1 PER z" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: %"x4" GRK RSS CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. qu lFSaRnwnoN SNOwN STRUCTURAL SCREWS. SCREW VALUES; SHEAR STRENGTH = 1328 LB, TENSILE SHIRK POLE BUILDINGS LLC WILL NOT LIABLE FOR ANY FAILURES RESULTING PROPERTY OF S RKE STRENGTH = 139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH =825 LBS, MIN. THOSE MODIFICATIONS LISTED ABOVE, , OR FROM ANY OTHER FROM POLE BULL OF SHIRK MODIFICATIONS NOT POLE GS LLC. BENDING ANGLE= 350 THIS BUIL'IN LC D1IANRNG MAY NOT APPROVED BY A CERTIFIED ENGINEER. SERErmoucEO wERAm A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED PERMISSION. BINLOEq aNo OY ARE RESPoNBIRU: WITH #9 WOODGRIP, 4" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED TDV AL~ COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING BEFORE CONSTRUCTION MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED #1 GRADE DRAWN 6Y: ALS REVIEW: ,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ABM STEEL \i111NE111 ` \\\0\\I\ REVISIONS: F ~ITI~~y PANELS GALVANIZED TO A MINIMUM OF G-100. METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED ~/^,P. • •7'yp9~s EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; BOTTOM EDGE Cox y 1.:•~'~ OF STANDARD ROOFING MATERIALS. *F~ DATE: 10117/11 ZD ¢ SITE: A4.8 CONCRETE FLOOR (OPTIONAL) o m : o DETAILS E: FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. SLAB S-4 . 2 - WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. 1 n '"(III 1 111111\\\\\\\\\ (tO3eJ--Sol rx Pa is/Jan Fsbb Wuhcague, Ht' - 3t5A/NEELI6($412) ixlS P{0 PREP011) INS COWVMR Wei (llies R RIK"106) SYWItTID br IavSS aFR Tap chord 2118 SP SS Dome 120 tryh rind, 15.00 ft mean hgt. ASCE 7-05, CLOSED bldg, Located Bat dwrd 2x6 SP 24001-2 OE :82. 03 24 SP SS Dense: anywhere in roof, CAT I, EXP C. wind TC DL=3.0 par, wind BC DL-3.0 Bobs 2x4 SPF 2100f-1,8E :81, WO 2x4 SPF Stud: Pat. :W3, W6 2x4 SPF W1112: :Lt Slider 2x8 SP f1: BLOCK LENGTH - 3.816' Rind reon,ions bash trt Will pronsuros. :Rt Slider 2x8 SP 01: BLOCK LENGTH-- 3.816' Roof overhang Supports 2.00 pst soffit load. Calculated horizontal tlofiac[i on is 0.31" tltW to iiv¢ load and 0.10" due _ w dead load. (e) continuous lateral bracing, equally spaced on member, In lieu of structural panels or rigid ceil,nr{qg use purilns: Trusses to be spaced at 48.0" OC maximum. CHORD SPACING(IN CC) START(FT) END(FT) TC 24 -1.88 60.88 Defloction nets L/240 Iiva and U180 total load. BC 61 0.00 60.00 Calculated vertl'cal defle Dan Is 0.86" due to live load and 0.28" due WARNING: Furnish a copy of Phis MG to the installation contractor. to dead load at X 23.3-2. Special care elust be taken during handling, shipping and Installation of trusses. Sea "WARNING" note halos. Truss designed for unbalanced snow load, based an Pr.Pg=31.50 psr, 8 BX82 8X10- -4X6(R) 1/ 6%6s _ SX5(R) 41 Ij Mae 3X41 6X6+ 3X49 W (a a) 4 r ~ 4 11' 4" ~ SSD7120 (a) W3 8) (a a) SS0712• 1 2X411 WI W W 2X4ar 5 3 1' 4sop 92 1 6X16(E3) we 4X4iw SXB(R) IQ 140610- 5X 8(R) II H0610s 6X16(E3) as E 3X10(E3) ¦ H0610- 4X4- 3X70(E3) B 30' 0" 30' 0" I f Is 60' 0" Over 2 Supports Z R•5309 11-1671 W=8" 8-5145 U=1618 W=B" Z RL=534/-543 i PLT TYP. 20 Gauge HS,18 Gauge HS, Destgn-.Critr ISC20081TP172002(STD) - NAVE FT/RTrD16 016 /0 0 10.03 :1 NY/-/1/-/-/R/. Scale w.125`/Ft. ••a1-waa•• rxYa auxw anw{v Sus r rw,m.w, aaa.,M. nnn,o. {wwur, tun {x.aw. 4, TC LL 37.5 DSF REF R6597- 7372 - ~nnrw.'au m~.rw rrsa~ `I. Irw. ~>.eYm~ Io n~., nna = rwtwr, m ` '.a„°•' ""'o,eri:winwxa,xn^'°'°v.asm'w^,".,{..mnxw. 1:v°: TCOL 5.0 PSF DATE 10/20/11 sl Y ,M, W.a (V WM Ywa Mme.. IV°at. .TC^ 11,wTM1,. MYII{ Ya pnW epa aw.\ w.t • tutu^L\...tY.O L.LI. L{,L,.s. a - ..Iawlaar•-,...,w.w....,, w.,w m.. ,.\w.,.....~.~. ,...:,,L,^,w.,,w, BC OL S.0 PSF DR1N rwslocat 11203013 .....m.uwax.wmwnxavn{{.....w.a.I»..ISwx:x{.wx:r,vwmvwnan..mx, ALPINE BC LL 0.0 PSF NIO-ENG SLS/SLS na-asmwmnv.r,:wnwan.w. xra xa vx{Rm. .wux.,.s. ax{ma ~-rn. s- r. sT,^ ewaxra tutu 11w,b1x1 1. 011 K 0% WtX Ilnu 4fc, are N Y.xe M. .u.,s tw'Z Y rw x IIp. I ..I v. w axe n. .w.t» sac. son. arras IUT. LD. 41.5 PSF SEAN- 130466 .'Z m {.w r,sa w ^1w YS.. . wLtas aux^{w W.. ma .'W' Bmj4f rv4uw.sr ° A k w I v.1. . M aett....a..IaG 'Y'.wtL ru,wtr mmaeraLwsw41u+uwbr.{uoftunxx>R.a. >umi iQ.0.818- p~ O,YM„M,f. x.. 401,.-1 rwx{Mtww w{ISexi rlai,rl.f.. w,{L.gl. /t ~CS~ ..xa DUR.FAC, 1.15 Sarth(:Ity, k1O b3011 wean asiuwtwsiirnviw w lv: r mn uramw rw YrYwtw n Im o:nuns Pl nc SPACING 48.0• JREF- 1UGC6697204 INJS M PItR.et) Fwe talueRR IMFUT (LIMIN 1 61111014 INS) WIWI MM W TRUSS AM • (10593--Shirk Pole/Jon Fad' CuWl.c ms, W - 31SA/SCIS/60412) Top chord 200 SP 2250f-1.91 :TI 2x12 SP 2250f-1.9E. 12D mph wind, 15.00 ft or hgt. ASCE 7.05, CLOSED bldg, Loc,,ted TO 2t12 SP 240Dr-2.OE: anywhere in root, CAT I, EXP C, wind TC OL•3.0 psr, rind BC DL•3.0 Sot chord 2x10 SP 2400f-2.0E :82, 83 200 SP 2250f-1.9E: - psf. Webs 2x4 SPF Stud :92, WS. 11117, W10 2x4 SPF 21OOf-I.SE: :1116 2xB SP III: Wind reactions based on t1NFRS pressures. Roof overhang supports 2.00 psf soffit load. Calculated horizontal deflection is 0.86" due to live load. Building designer must determine that this movement Is acceptable. (a) continuous lateral bracing, equally spaced on membar. In lieu or structural panels or rigid ceiling use purlins. Purlins are shown to indicate required spacing only. Purlin size, grate, CHORD SPACING(IN OC) START (FT) END(FT) orientation and placement shall comply with the Building Designer's TO 24 -1.68 60. DO requirements. BC 65 0.13 59.85 Trusses to be spaced at 48.0" OC maximum. Deflection meets L/240 live and U180 total load. Calculated vertical deflection is 1.70" due to live load and 0.55" due WARNING: Furnish a copy of this DWG to the installation contractor. to dead load at X 30-0-0. Special pre must be taken during handling, shipping and installation or trusses. See 'WARNING" mote ben ace. Truss designed for unbalanced snow, load, based on Pf=Pg=71.50 psf. S w 6X6 SSD615(R) Ill BX61k 3X64 1X84 Mall, E 3X12; 10106 a) NO (a 3X66 lOlOS :k WS 4 r 4 3X12s 11' 4" !t 2 H1319- B3 VIO T6 2 Y Z r 4XBa 4X6a _ 8-3/8" t S 1' 1" 2 SS7017a J. q•._ 3X6 r H0715(A5R) a $51017 s 4X4s H0715(A6R)az r 2 r` ~Y 30' 0" 30' 01' q: m 60' 0" Over 2 Supports 8 R-5318 U-1673 11=8.25" - R•5015 0+1585 1.8.25" Y RL-518/-533 - s PLT TYP. 20 Gauge HS,18 Gauge HS, Design Crit: IBC2006/TPI-2002(STD) WAVE - FT/RT=0% O% /0 0 10.03 T3 TY:1 BIY/•111-1-/R/- Seale -.125"/Ft. ~•syl=,a,TIUwW1II.In .ace., .-Ioy'wun 'w w. File rlu~ilMll~iln~lt~. in TC LL 31.5 PSF REF R6697- 7371 •nw.1awaaI .11. p).... ) woa-a, wo; wowr.clwi' w..1. fr9 tlaurll. mluru1..o..nat.ma.rou.. nI....nr:,Iwu ..ruww.1. no. wr<:+w 1 4. TC DL 5.0 F'$F DATE 10/20/11 .....aa.....-.1....w a1.L1~. _ e Ts W BC OIL 5.0 PSF DOW a0u5a6se7 ilzs3011 ..nronaar••Llats. a.o.-..:. w."w - tar. ac. -I- in wl.snu rm Mm mvurux riolwuis uu1a: lriuun n~un1 wu Ices BC LL 0.0 PSF HO-ENCr $L$/SLS ALPINE w awwrw nu a1: at n.mnal na nMOL.w, wlwwu, 1a.1u 1w • Mo... w1ww. r e dace tmoam wm wtlrlat ,aroma. a e1 con cowl eslw tw-. N. ace m..r1. mwm aaatw'urn rI ant w Ia.w1.c1 n.w.mn Aral mm max .zws a. vaa) NI slat. awv TOT. LD. 41 .5 PSF $E 'wu w ..w rx< r 1. r, Iau1..wlw t•ama tam..... wane nN Monal 1. 4'0 k QN- 11615 REV 1 aviViq CagonrampeaA Uw. a. w.e+,a+w wnu rw.asa w to 1.:.11 r. u s Ices-ev mc.'. w. 1.1e a7aA OUR. FAC . 1.15 ace s elm n Insnlwa w uort. atsgaunnr m. a e1 1-ar < xw r.IU,w t lonlauRn' Or PaM City. MD 6304S on'..' ~rii,iw~me W I u. NONEwoan rv I. Ma u lw. O~•'~.SgV~•" SPACING 48.0" JREF- 1UGCB687ZO4 Municity Chronology of Events Fabb, Jon - 2011 - 2020 - 83-3-8 -2012- 2012-11-13 Reviewed plans for Storage Barn. 6000 sf - S1 - Occ 12 - 1 exit required. Need: 1. Exit Signs 2. Emergency Lights 3. Fire Extinguishers (High Hazard) Minimum 4 - 10# ABC (80 B:C) properly spaced Maximum travel to Extinguisher 50' Location is indicated by a sign. Site plan is OK as long as Temporary building is removed when storage barn is completed. i Municity Page 1 of 1 i JII6NNIE` L G T G DAM PAAB L1 G I,TIN G ~M WP2FCF42W/PC ~E Pa ALED10 Pe DESCRIPTION DESCRIPTION wuysNNk4 FWI eLmibaeParlr_ FAB GrMFbptiaarihertienlaetl dens. FZ L"gMmaexsm 1P 641!0 poke-4'x}ae ~eelpdea M1tltlIb4]IDMea fial,h RRnrt ~~aRe m. ear ~^i. E.ra bwXm. lpp6 Lack mt McXmSIJAFJ CU1oR. Fiy9ielde0~-,r-""^-. 51v amnan4. L®ly U fthl Fnpnelnridni SPECIFICATIONS DIMENSIONS SPECIFICATIONS DIMENSIONS CWalFlem: wl.isloQ -aj.s ~nr Cafdmnia TOk 2l Xmxalp: I~ TempaeJplass. SuiaDleibrbelN~vs.XO FO~ea mn FmeA: hereBAiBI NI'CSlppyviainpi~y i._ CAmTlk:l wM CaBVnia TMe2l kdTV ~dmWaluelnum hmlvp. kns - ~ mtl ekMdmOee. fimne v F _ ChP aWbdertsisW PMvIeTPatla+ arira a2raRd3 amryfiunhia[. RAM. Lmuyhl Ealp.e ouyu[ ~Banal lfrinunSbrB T 1' Hde"il¢ B ~ empeabAt LED. Fatle mssbn[poiye~ipmrtlwaoit5nsll. NWGWJp ISW Lon4anl Pned.Ckss p. M1' G„Weefs Fkxkaeo OAwr. Otsaslainiiwn. l2•NPBbppetl lAJeS Palmis: `b9~ ~I bP ~~~~a?r RI1BSmaentlfitluetlesbrs are III HNhknpmak aloone farlV-2ABV.5R50HZ 350N4. I-r.n Goren TeMMORp DL WWW f:orErerolssSirarrendhvialnf. i~laebd praPm~, bxs 1 i;a III HAB LEltsam YexryaM Wfiee. SukNe finertloolions SuOaNeTOr New PhebemhpE Br" - HeakN: mmmklp mNin4'oltlmpouM. Cu4a6mkumtlmmxl manaUEDP syskm PaI P SPeID1iiMIRRtlillerNar~tremwahklT Bdlm PhobmMWlnshletlarM WYed{n! PJ.1 cnl` LL_- - - eA~ahm.S)rmrBlollgNPaiksn P D LWd IIIonal M1ertsiilop-fie[m lum inp I dlSIpI1d1 I111m01 PpY?bx6 mlGt Cwai,. (,niT. o° ti INI011@S IICe BeMeerfuhaa. CWT tlk6xdou~W atlmmnmmlm Xe ky mnklmiglmryw!'ollxryxahae wasiI, tiM aed w.,, Pr"vletioA~cdesplmiD nY~lIO!maR 172 AotlemA)ldmxlakan: 32 aMatl.HUtresetaN 1TS FGrmxe itlvmaSOnm RAS IED Awa Liao. PHOTOMETRIC T60w I IMa 010 M.Wil I wr}R 311d}I! I i OQqT~` ° -orenx.a uw,ralaan' ~ lAgn" ' . iWIWI. b D'?AIL NLUM Nxa uuu wa0pi~ ci wNwo b 9 P' r r&) 1n a 16 ' .a 1°sR5 0 to a 5si zD' z rro D TD N a o G D a a ORDERING INFORMATION ~Iz 2 ORDERING INFORMATION eAmrBbAO~1 nrbr rab W wubinwu.raaew tAM anre XW u 4 A m1u u IW aWlwvma TaW u. Up awen.ax.raamwnuwa xmA vine maw VP u.ui xoi.. WgAAD~A~Teue IaY laM b~ W aaY SV 9)Y bli NIM 4mK H 4 QIII pplR'a Fl¢IIGOT O.L 63 Y3 LLJT K 3ma 1: i ]amp x uwpaxRl~nwrt wilt m s arl zrv wwl. AN. 3ID0 1: ip lex lmm LomaM1LU,ea •ANw]41HlAlh A]VANIW la wOm ~F TM x Ed /Wl~b~iyspr~en4e B~b~mPYaab Ureab e.m.rXi~mmbM a mis lTr'al wKO.amn~iailoa°x~=. r tiZr S/[alblrM@AbZiITMAp9 al®llilmibtl YrYn 1' IRCaA~iq'AUR AAW AYR xt~wr.m•nemwmualc RIBS Liphtibi, 6e - i]IF laxiorAVe- NWMbIt INJ DTBIT-Tel: BBB RA&1DBB • Fn: BBB RAB-1232 •nrwrrabieN bms rvnnrWeltl RAB Liad'mp,4w-I70LWOw Aic Nalhvale, N30754T -Tel: BSB RA&t00S. Fea:6BB RA8~1Li2.xlwvoebwebmm xam oHry~ r,:. 'i4o O PLANTING 01, NOTE: r +rfpN AVERAGE SETBACK: 56.5' SECTION 613 - TOPSOIL 6-72, N.Y.S DEPT. OF TRANSPORTATION) s LANDSCAPE AREA MIN. AREA: 25X 613-1, DESCRIPTION. THIS WORK SHALL CONSIST OF FURNISHING AND PLACING TOPSOIL IN CONFORMANCE _ 10,890 SO. FT. WITH THE LINES, GRADES AND THICKNESS SHOWN IN THE CONTRACT DOCUMENTS AS DESIGNATED BY THE ENGINEER. a TOTAL LANDSCAPE: 22,260.4 SO. FT.. 613-2 MATERIALS. w. TOPSOIL SHALL CONFORM TO THE REQUIREMENTS 713-01, TOPSOIL UNSUITABLE TOTAL AREA: 1,3560 50. FT. MATERIAL FROM REQUIRED EXCAVATIONS, THAT MEETS THESE REQUIREMENTS, IS ACCEPTABLE. ~'o o'~}fk4r LOT COVERAGE: MAX. 30% 613-3 01 PREPARATION OF AREAS TO BE TOPSOILED 14-DEEP S[~Af LnEIN TO NDRVDM = 13,068 SO. FT. THE SUBSOIL WITHIN THE AREAS TO BE COVERED BY TOPSOIL SHALL BE GRADED SO THAT THE COMPLETED WORK AFTER TOPSOIL IS PLACED, SHALL CONFORM TO THE ryat' BLDG. No. 1: 33.6'X37 1,263 SO, FT. SPECIFIED LINES AND GRADES. WHERE SPECIFIED OR DIRECTED, THE CONTRACTOR BLDG No. 2: 60'X 100'= 6,000 SO. FT. SHALL SCARIFY OR TILL THE SURFACE OF THE SUBSOIL BEFORE THE TOPSOIL IS ry PLACED TO PERMIT BONDING THE TOPSOIL WITH THE SUBSOIL. TILLAGE DISHING, D e' OLa.• 2• rym NEW LT19 DflYWELLw GMTE 6' DEEP YWELELL YQ .l COI Q HARROWING, RAKING OR OTHER APPROVED METHODS SHALL BE ACCOMPLISHED IN BLDG. . .V V$ TOTAL BUILDING = 7263 SO. FT. ® SLOPE GRADE DIRECTION SUCH A MANNER THAT DEPRESSIONS AND RIDGES DGES FORMED BY TILLAGE SHALL BE I1. PARALLEL TO THE CONTOURS. PROPOSED DRIVEWAY /PARKING = 13,204.1 SO. FT. 1( rfypo EXISTING DRIVEWAY / PARKING = 659.1 SO. FT, 613-3.02 PLACING AND SPREADING OF TOPSOIL. ) h' TOPSOIL IS AN UNWORKABLE CONDITION DUE TO EXCESSIVE MOISTURE, FROST OR =`fNp+R ~~~///A4 EGOS meZ PROPC `gygf"oyOOS}frga, y "ek• PTO REMAIN) O WALL LIGHT FXTURE TOTAL PARKING= 14063.2 SO. FT. OTHER CONDITIONS SHALL NOT BE PLACED UNTIL IT IS SUITABLE FOR SPREADING. cp~pfiyp?O~rs f < EXIS f ~0e 3m N GET fo f;o'ff ` sY f ? AREA LIGHT FIXTURE TOPSOIL SHALL BE PLACED ON THE DESIGNATED AREA AND SPREAD TO THE SPECIFIED ® p(.7lfo~p THICKNESS. AFTER THE TOPSOIL IS SPREAD, ALL LARGE STIFF CLODS, ROCKS, ROOTS g~~ope,I G~yB lg1, (/pp Bf NEWTDM,G'D EP 4JZOOfjN DRVWELL TO BLDG. BLI STORT g`g.C" f 7A~O~yA rD. LOT COVERAGE: DRAINAGE OR OTHER FOREIGN MATTER SHALL BE CLEARED AND DISPOSED OF BY THE CONTRACTOR a, 60t NEW e' ox, 1E' ORYWELL TIE A' b W PARKING LOT, 140632 SO. FT PROPERTY: 4356050 FT AT Z' RAIN PER HOUR- PROVIDE AS APPROVED SO THAT THE FINISHED SURFACE WILL BE ACCEPTABLE FOR SUBSEQUENT WORK SUCH AS SEEDING, SODDING, MULCHING OR PLANTING. MIN.: 56 VERTICAL FEET o W RED. BUILDINGS: 16 7% BUILDINGS 1263 SO. FT. DRIVEWAY/PARKING: 323% AT 2. RAIN PER HOUR - PROVIDE 613-3 03 RESTORATION. I HL U IL] Ut ALL] 1 UUAIILL] A----we DISTRIBUTED BY THE CONTRACTOR SHALL BE GRADED IF REQUIRED AND PUT INTO 10 G4,6N ~ LANDGCA LANDSCAPING: S10% I ;GET 111 4' A CONDITION ACCEPTABLE FOR SEEDING. SURPLUS TOPSOIL SHALL BE USED TO FLATTEN . . ®p.........., PE $ . ~O LOCATIONS NEO 1 EMBANKMENT SLOPES OR PLACED IN OTHER LOCATIONS APPROVED BY THE ENGINEER ~ H'DU., LP'DE 9- D, 12'0E 613-04 METHODS OF MEASUREMENT OO E w/ GRATE RYWEU / GRATE E% f DU. (DEEP C~ S N O 'y /O DRYWELL W GRATE g b 4) O r . WQ SC TOPSOIL QUANTITIES SHALL BE IN CUBIC METERS, COMPUTED FROM PAYMENT e LINES SHOWN ON THE PLANS OR STANDARD SHEETS, EXCEPT WHERE REVISED PAYMENT s w ¢ Yg. OOO gn'C1v e, Ar°a S O W i' OU, S DEEP SCTM # 1000-83-03-08 LINES ARE ESTABLISHED BY THE ENGINEER PRIOR TO PERFORMING THE WORK. s O rQ, f ORYWE LTD BLDG."`. 4D~ %ST'~b An `/I +sG. : s °grPOy'eo by y n~HC OO = BLla~~~f ry tak=Gp'Tf t LANDSCAPE DEVELOPMENT MATERIALS SECTION 713 - TOPSOIL (7-144, N.Y.S. DEPT. OF TRANSPORTATION) SECTION 713 - TOPSOIL 17-144, N.Y.S DEPT. OF TRANSPORTATIONS N 0 Mry iYO SCOPE. BASIS OF ACCEPTANCE. T THIS SPECIFICATION COVERS THE MATERIAL REQUIREMENTS FOR TOPSOIL FOR ACCEPTANCE OF TOPSOIL WILL BE BASED UPON THE TEST RESULTS UNLESS OTHERWISE GRq USE IN TURF AND WILDFLOWER ESTABLISHMENT, SODDING OR PLANTING. SPECIFIED TESTED TOPSOIL MUST BE APPROVED IN WRITING BY THE ENGINEER T CID BEFORE ANY MATERIAL IS USED, EXCEPT THAT TOPSOIL USED FOR ESTABLISHING T R MATERIAL REQUIREMENTS. TURF AND WILDFLOWERS OR SODDING MAY BE PLACED AT THE CONTRACTOR'S OPTION, NS RfF TOPSOIL MAY BE NATURALLY OCCURING OR MAY BE MANUFACTURED. TOPSOIL PRIOR TO CORRECTING ORGANIC CONTENT AND/OR PH DEFICIENCIES WILL BE BASED ON 8e O ~ PFO s0D• 29S8y~ BGF'cf . SHALL BE FREE FROM REFUSE, MATERIAL TOXIC OR OTHERWISE DELETERIOUS TO RETEST RESULTS OF SAMPLES TAKEN AFTER THE PLACED TOPSOIL HAS BEEN AMENDED 2S' B PLANT GROWTH, SUBSOIL, WOODY VEGETATION AND STUMPS, ROOTS, BRUSH, STONES, CLAY LUMPS OR SIMILAR OBJECTS. MANUFACTURED TOPSOIL SHALL SAMPLING. R CONSIST OF A MINERAL COMPONENT AND AMENDMENTS TO MEET THE SPECIFIED SAMPLES OF NATURALLY OCCURING TOPSOIL, MANUFACTURED TOPSOIL OR AMENDED ORGANIC CONTENT, PH AND OTHER REQUIREMENTS. SOD AND HERBACEOUS GROWTH SOIL MIXTURE WILL BE TAKEN BY A REPRESENTATIVE OF THE DEPARTMENT. SAMPLES 19186 . ,y0 SUCH AS GRASS AND WEEDS NEED NOT BE REMOVED BUT SHALL BE THOROUGHLY TAKEN FOR TOPSOIL THAT HAS BEEN AMENDED OR MANUFACTURED WITH APPROVED 4 yti. yti. o BROKEN UP AND MIXED WITH THE SOIL DURING HANDLING OR MANUFACTURING COMPOSTED SEWAGE SLUDGE SHALL BE IDENTIFIED AS SUCH. TOPSOIL CONTAINING OPERATIONS. FOREIGN MATERIAL MAY BE REJECTED ON THE BASIS OF A VISUAL EXAMINATION o° PRIOR TO TESTING THE TOPSOIL SAMPLING PROCEDURE SHALL BE AS REQUIRED IN TOPSOIL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE THE DEPARTMENTS "SAMPLING PROCEDURE FOR TOPSOIL". CONTRACTORS MAY OBTAIN SPECIFICALLY STATED IN THE CONTRACT DOCUMENTS: COPIES OF THE PROCEDURES FROM THE ENGINEER. CONTRACTORS WHO BELIEVE THAT o ~ OAy O AN ERROR WAS MADE IN SAMPLING THE TOPSOIL SHALL, WITHIN ONE WORK DAY, b 1). THE PH OF THE MATERIAL SHALL BE BETWEEN 5.5 AND 7.6. INDICATE THE ALLEGED ERROR IN WRITING TO THE ENGINEER. 2). THE ORGANIC CONTENT SHALL BE NOT LESS THAN 2% OR MORE THAN 20%. TESTING. 3) GRADATION: _ ALL MATERIAL TESTS REQUIRED BY THIS SECTION, EXCEPT FOR THE TESTING OF 5 2 SIEVE SIZE PERCENT PASSING HY WEIGHT COMPOSTED SEWAGE SLUDGE AND TOPSOIL CONTAINING COMPOSTED SEWAGE SLUDGE, 1. 4" WHITE PAINT •_p.. 4._p.. STRIPE. o ~pF NEFy} WILL BE DONE BY THE DEPARTMENT IN CONFORMANCE WITH THE PROCEDURES CONTAINED 2. PRECAST CONCRETE o CAR BUMPER. O 50.0 mm 100 IN THE APPROPRIATE DEPARTMENT PUBLICATIONS OR TEST METHODS CURRENT ON THE DATE OF ADVERTISEMENT FOR BIOS. 3. HANDICAP r 25.0 mm 85 TO 100 COMPOSTED SEWAGE SLUDGE USED TO AMEND OR MANUFACTURE TOPSOIL SHALL SYMBOL PAINTED - ON PAVING. Q ° ~e two ~ , f 6. 3 nIm fi5 TO 100 CONFORM TO THE APPLICABLE REQUIREMENTS OF 713-15 ORGANIC MATERIAL. COMPOSTED SEWAGE SLUDGE SHALL REQUIRE A CERTIFICATE, FROM A LABORATORY 4. HANDICAP PARKING o• x SIGN POST. 5 um 20 TO 80 APPROVED BY THE DEC, VERIFYING COMPLIANCE WITH ALL APPLICABLE LAWS, RULES AND REGULATIONS. THE CERTIFICATION SHALL BE SUPPLIED BY THE CONTRACTOR, 7 b. 4" WHITE PAINT THE THE MAXIMUM 7SIZE 5 CONTRACTOR MAY OF AMEND OBJECTS TOPSOIL OTHER WITH THAN STONES APPROVED SHALL LL B BEE 50 50..0 mmAND. BY AT THE CONTRACTOR'S SOLE EXPENSE, AND PRIOR TO THE DELIVERY OF ANY COMPOSTED SITE PLAN 5.4CONCRETE "WHI EPAINT. 3 b 'r STRIPES P 45 DEG. ANGLEp l 24" O.C. m SEWAGE SLUDGE, TOPSOIL CONTAINING COMPOSTED SEWAGE SLUDGE OR OTHER SUCH APPROVED METHODS TO MEET THE ABOVE SPECIFICATIONS. MATERIALS USED TO REGULATED AGE SL MATERIAL THE CONTRACT SITE. THE MATERIAL SHALL BE APPROVED AMEND THE ORGANIC CONTENT OF TOPSOIL SHALL CONFORM WITH THE REQUIREMENTS BEFORE IT IS USED. A COPY OF THE SPECIFICATIONS SHALL BE FURNISHED TO THE SCALE: 1" = 30'-0' ' OF 713-15 ORGANIC MATERIAL. AMENDMENTS SHALL NOT CONTAIN ANY MATERIAL LABORATORY BY THE CONTRACTOR. THAT IS DELETERIOUS TO SOIL STRUCTURE, PLANT GROWTH OR SEED GERMINATION. TOPSOIL THAT HAS BEEN AMENDED WITH APPROVED COMPOSTED SEWAGE SLUDGE A /1 I IFACE CURB. (WH OR OTHER SUCH REGULATED MATERIAL SHALL BE TESTED BY AN ESTABLISHED ENGINEERING J/~\1 f\~/i L PRECAST TIRE STOP ~O WHERE E OCCURS.) STOCKPILING. OR AGRONOMY FIRM WHICH PROVIDES SOIL LABORATORY SERVICES THE TEST IS TO TOPSOIL MAY BE ACCUIRED FROM SITES THAT ARE DESIGNATED IN THE CONTRACT ASSURE COMPLIANCE WITH THE PH, ORGANIC CONTENT AND GRADUATION REQUIREMENTS OF 4: WHITE PAINT STRIPE, ,b DOCUMENTS OR APPROVED BY THE ENGINEER. IF NO TOPSOIL SITES ARE DESIGNATED THIS SECTION. A COPY OF THE SPECIFICATION AND THE DEPARTMENT'S CURRENT TEST IN THE CONTRACT DOCUMENTS, THE MATERIAL PROPOSED FOR USE AS EITHER METHODS SHALL BE FURNISHED TO THE LABORATORY BY THE CONTRACTOR. THE OCCURING TOPSOIL OR MANUFACTURED TOPSOIL MUST BE STOCKPILED, SAMPLED TESTING OF TOPSOIL AMENDED WITH APPROVED COMPOSTED SEWAGE SLUDGE SHALL BE 83-3-8 AND TESTED PRIOR TO ITS USE. TOPSOIL DEFICIENT IN ORGANIC CONTENT AND/OR DONE AT THE CONTRACTOR'S SOLE EXPENSE SAMPLES SHALL BE TAKEN BY A 3 9._p.. Q VERIFY WITH LOCAL CODES PH MAY BE USED PRIOR TO AMENDING AND RETESTING ONLY WHEN USED FOR TURF REPRESENTATIVE OF THE DEPARTMENT AND THE LABORATORY RESULTS SHALL BE RETURNED AND WILDFLOWER ESTABLISHMENT OR SODDING. TO THE REGIONAL LANDSCAPE ARCHITECT. PROPOSED TEMPORARY BUILDING STOCKPILES SHALL CONTAIN NOT LESS THAN 150 CUBIC METERS, OR THE MINIMUM THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE INTENDED SOURCE OF THE REQUIRED FOR THE CONTRACT, SHALL HAVE A HEIGHT OF AT LEAST 12 METERS UNLESS MATERIAL AT LEAST THREE WEEKS IN ADVANCE OF THE SCHEDULED USE OF THE MATERIAL ACCESSIBLE STALL (MINIMUM) PARKING STALL (MINIMUM) COX LANE, CUTCHOGUE, NY OTHERWISE APPROVED, AND SHALL BE TRIMMED TO UNIFORM SURFACES AND SLOPES. 1/4" = 1'-0" SCALE: 1/4" = 1'-0" PG. SCALE TO ALLOW TIME FOR SAMPLING, SHIPPING OF THE SAMPLING AND TESTING. April 15, 2012 1" = 30' 'TD