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Home My WebLink About32224-Z FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 02/06/07 No: Z-32185 THIS CERTIFIES that the building STORAGE BUILDING #3 Location of Property: 20345 CR 48 (HOUSE NO.) County Tax Map No. 473889 Section 96 (STREET) Block 1 CUTCHOGUE (HAMLET) Lot 1. 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 6, 2006 pursuant to which Building Permit NO. 32224-Z dated JULY 20, 2006 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 SELF STORAGE BUILDING #3 AS APPLIED FOR. The certificate is issued to KOS, LLC (OWNER) of the aforesaid building. N/A SUFFOLK COUNTY DEPARTMEIIT OF HEALTH APPROVAL 01/26/07 ELECTRICAL CERTIFICATE NO. 3004520 N/A PLUMBERS CERTIFICATION DATED ~~ ~uthorized Signature Rev. 1/81 FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32184 Date: 02/06/07 THIS CERTIFIES that the building STORAGE BUILDING #2 (STREET) Block 1 CUTCHOGUE (HAMLET) Location of Property: 20345 CR 48 (HOUSE NO.) County Tax Map No. 473889 Section 96 Lot 1. 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 6, 2006 pursuant to which Building Permit No. 32224-Z dated JULY 20, 2006 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 SELF STORAGE BUILDING #2 AS APPLIED FOR. The certificate is issued to KOS, LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 3004520 01/26/07 PLUMBERS CERTIFICATION DATED N/A ~d-!f!!::- Rev. 1/81 " I FEB 2? Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 /?:/ iP I. .. .f''''' <J;'lV J '"''1' (1- .~,;;+ / ;'1' '-r-;, , ./ j,' ;~ APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department witl1the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual naturt or topographic features. 2. Final Approval from Health Dep!. 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 I % lead, 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a cel1ificate 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: I. 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 I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25,00, Accessory building $25.00, Additions to accessory building $25.00, 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 New Construction: Bldg. 1/3 XX Date. 2 /2 /0 7 Location of Property: 50 House No. Old or Pre-existing Building: COMMERCE DRIVE Street (check one) CUTCHOGUE, N.Y. Hamlet Owner or Owners of Property: KOS LLC Suffolk County Tax Map No 1000, Section 96 Block Lot 1.4 Subdivision Filed Map. Lot: PennitNo. 32224-Z Date of Permit. 7/20/06 Applicant: Health Dept. Approval: Underwriters Approval: PlaJUling Board Approval: Request for: Temporary Certificate Final Certificate: xx (check one) Fee Submitted: $ 50. 00 ~P Applicant Signature C'o't32ISj J/ ~/ 'iP ./ ;-"" ... v'" "')(! J ,." ,"" ..-t,'"';1 / j " '1 , FEe 2~ Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I, Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features, 2, Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 0 of I % 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: I. 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 Certitlcate 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 2 / 2 /0 7 Bldg. //2 New Construction: xx Old or Pre-existing Building: (check one) CUTCHOGUE, N.Y. Hamlet Location of Property: 50 COMMERCE DRIVE House No. Street Owner or Owners of Property: KOS LLC Suffolk County Tax Map No 1000, Section 96 Block Lot 1.4 Filed Map. Applicant: Lot: Subdivision Pennit No. 32224-Z Date of Permit. 7/20/06 Health Dept. Approval: Underwriters Approval: Plarming Board Approval: Request for: Temporary Certificate Final Certificate: xx (check one) Fee Submitted: $ 50. 00 ~# Applicant Signature ~.11l'O(, c 0 ~ _~;.(I Cj''-f I!I~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Located at ~ ~ Application Number: I Section: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 1!Ii'Affi!~ ~~i'Affi!i'Affi!~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, NORTH FORK SELF STORAGE COMERCE DR. CUTCHOGUE, NY 11935 COMERCE DR. CUTCHOGUE, NY 11935 3004520 3004520 Certificate Number: Block: Building Permit: n511 Lot: BDC: Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located inion the premises at: First Floor, storage bldgs, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 26th Day of January, 2007. Name OTY Rate Rating Circuit ~ Miscellaneous certificate for center bldg and west bldg Appliances and Accessories Time Clock/Switch Panels 2 0 2 100 4 Wiring and Devices Receptacle Fixture Service 3 Phase 4 W Service Rating 400 Amperes Service Disconnect: Meters: 2 2 0 20 0 General Purpose High Intensity 200 cb 2 seal I of I i'Affi!E!ffi!ffi!lE!~ ~I!I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~I!I [!Jii!Iim!ffi!il!IE!/E!~~~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i Located at ~ Application Number: i Section: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ Receptacle ~ Paddle Fan ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. [!J~ BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by ROSLAK ELECTRIC PO BOX 164 CUTCHOGUE, NY 11935-2453, PETER MARCUS 410 DEEP HOLE DRIVE MATTITUCK, NY 11952 410 DEEP HOLE DRIVE MATTITUCK, NY 11952 1077470 Certificate Number: 1077470 Block: Lot: Building Permit: BDC: Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Porch/Deck, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 26th Day of January, 2007. Name OTY Rate Rating Circuit ~ Miscellaneous screen porch Wiring and Devices Dimmers I 0 2 0 I 0 GFCl seal I of I ~ ~effi!~effi!~ ~[!J ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ii!Iim!ffi! [!J NS11 / KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND MAILING ADDRESS: P.O. Box 11 79 Southold, NY 11971 t3~ PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair OFFICE WCATION: Town. Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD ~~;Q ./ "" February 6, 2007 . -~-" .\~~ Martin Kosmynka PO Box 1270 Cutchogue, N.Y. 11935 Re: North Fork Self Storage 50 Commerce Drive, Cutchogue SCTM # 1000-96-1-1.4 Dear Mr. Kosmynka: At your verbal request on February 5,2007, Planning Department Staff performed a final site inspection of the Phase One Construction of two buildings. In reference to the above, the Planning Board held a work session on February 5,2007 to discuss the approved site plan prepared by Kenneth H. Beckman, L.S. dated December 2001, and last revised February 6,2006, the resolution dated March 14,2006, the as-built survey last revised October 27, 2006 and staff site visit comments regarding the above referenced site plan. In reference to the above, the Planning Board has determined the site plan requirements have been satisfied partially for the two buildings constructed and include the following items: · The Planning Board approves the as-built survey revised October 27,2006 for the building location as shown noting that handicap parking stalls, access aisles and SigIlage must comply with New York State Code and ADA requirements. · Outdoor lighting shall be shielded so that 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. All lighting must meet town code requirements. · It is the applicant's responsibility to ensure all necessary safety precautions have been provided during the completion of the construction at the site for anyone utilizing the storage facility. Page Two North Fork Self Storage February 6, 2007 · The Planning Board approves the site with the owner's agreement to install the final asphalt base coat when weather permits in the spring. · The Planning Board approves the construction of two buildings, however the owner must contact the Planning Department prior to the certificate of occupancy application when the other buildings are completed for a site inspection. \ This letter does not condone any changes from the as-built site plan and approvals from other agencies if required. Respectfully yours, ~&d~ Jerilyn B. Woodhouse Chairperson Cc: File Building Department (with enc.) Town Engineer (with enc) Ene.: One (1) eopyof the As-built survey plan prepared Kenneth H Beekman last revised October 27, 2006. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32224 Z Date JULY 20, 2006 permission is hereby granted to: TIDE GROUP-N.F.SELF STORAGE PO BOX 1270 CUTCHOGUE,NY 11935 for : CONSTRUCTION OF A SELF STORAGE FACILITY (BLDG. 2 & BLDG. 3) PER PLANNING BOARD APPROVAL AS APPLIED FOR at premises located at 20345 CR 48 CUTCHOGUE County Tax Map No. 473889 Section 096 Block 0001 Lot No. 001.004 pursuant to application dated JULY 6, 2006 and approved by the Building Inspector to expire on JANUARY 20, 2008. Fee $ 3,597.50 L~ , Authorized Signature ORIGINAL Rev. 5/8/02 KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE WCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 7651.938 Fax: 631 765-3136 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair March 14,2006 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Mr. Martin Kosmynka P.O. Box 1270 Cutchogue, NY 11935 Re: Proposed Site Plan for North Fork Self Storage Located on the n/s/o Country Road 48, approximately 370' elo Depot Lane, known as 50 Commerce Drive in Cutchogue SCTM # 1000-96-1-1.4 Zone: LI Light Industrial District Dear Mr. Kosmynka: The following resolutions were adopted by the Southold Town Planning Board at a meeting held on Monday, March 13,2006: WHEREAS, the site plan is for a mini self-storage facility with 5 buildings of 37,925 sq. ft. on a 3.06- acre parcel in the LI Zone located approximately 370' elo Depot Lane on the n/s/o County Road 48 in Cutchogue SCTM #1000-96-1-1.4; and WHEREAS, North Fork Self Storage LLC is the owner of the property located on the n/s/o Country Road 48, approximately 370' elo Depot Lane, known as 50 Commerce Drive in Cutchogue; and WHEREAS, the agent, Martin Kosmynka, submitted a formal site plan for approval on April 20, 2005; and WHEREAS, on August 9,2005, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, pursuant to 6 NYCRR Part 617.7, performed a coordinated review of this unlisted action and, as lead agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on August 16, 2005, the Cutchogue Fire District responded that the proposed 25' wide access driveway with four gates would be adequate, and stated that a minimum flow of 500 gallons per minute must be provided to by each well or hydrant; and WHEREAS, on August 18, 2005, the Architectural Review Committee reviewed the architectural drawings and associated site plan materials and approved the application with recommendations and the Southold Town Planning Board made further recommendations on the approved site plan; and North Fork Self Storaqe Paqe Two March 14. 2006 WHEREAS, on December 1, 2005, the Southold Town Zoning Board of Appeals granted a Variance described under Appeal Number 5779 allowing an accessory dwelling unit for the storage warehouse manager; and WHEREAS, on January 10, 2006, the Suffolk County Department of Planning responded after review and determined this matter is for "local determination as there appears to be no significant county-wide or inter-community impact(s)" and the Planning Board accepts this pursuant to 239L & M General Municipal Law; and WHEREAS, on January 17, 2006, the Suffolk County Department of Public Works responded after review and issued approval pursuant to 239F of the NYS General and Municipal Law and the Planning Board accepts this approval; and WHEREAS, on February 3, 2006, the South old Town Building Inspector reviewed and certified the site plan for "Public Warehouse" use; and WHEREAS, on February 6, 2006, the Southold Town Engineer reviewed the site plan materials and approved the proposed drainage with comments and the Planning Board incorporates his recommendations in this site plan; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following four items shall be required: 1. All outdoor lighting shall be shielded so that 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. The lighting must meet town code requirements. 2. The applicant must obtain a SPDES General Permit (NYR-1 OH057) for Storm Water Discharges (General Permit Number GP-02-01) from the New York State Department of Environmental Conservation for the construction activities. 3. All signs shall meet Southold Town Zoning Codes and shall be subject to the approval of the Southold Town Building Inspector and signage recommendations of the Architectural Review Committee approval dated August 18, 2005. 4. Landscape survivability guarantee, the applicant agrees to replace and of the landscape which dies within three years of planting; be it therefore RESOLVED, that pursuant to Southold Town Code 100-254 Part 1, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further North Fork Self Storaae Paae Three March 14.2006 RESOLVED, that the South old Town Planning Board has reviewed the proposed action under the policies of the Town of South old Local Waterfront Revitalization Program and has determined that the action is consistent provided that the best management practices outlined in the August 4, 2005 memo prepared by the LWRP Coordinator are implemented; and be it further RESOLVED, that the South old Town Planning Board grant approval on the site plan prepared by Kenneth H. Beckman, L.S. dated December 2001, and last revised February 6, 2006, and a set of architectural plans prepared and certified by DiGiovanni Associates dated April 6, 2005 and authorize the Chairperson to endorse the final site plans with the following conditions: 1. The owner, agent and/or applicant shall receive approval from the Suffolk County Department of Health Services for the approved construction and submit such approval to the Southold Town Planning Department for review. If such approval varies from this approved amended site plan, the Planning Board reserves the right to the review of a new and amended site plan application. 2. The owner, agent and/or applicant shall file with the Office of the County Clerk the amendments to the Covenants and Restrictions proposing changes to Article II Section 4 Paragraph C providing a new 5-foot buffer area and an Affidavit of Correction approved by resolution on March13, 2006, and a recorded copy must be submitted to the Southold Town Planning Department for the file. 3. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 4. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request the said Building Inspector and the Planning Board to perform an on-site I inspection to find the site improvements are in conformity with the approved site plan. 5. If the as-built site improvements vary from the approved .site plan, the Planning BOllrd reserves the right to request a certified as-built site plan detailing all the changes. 6. Any changes from the approved site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. A copy of the approved site plan is enclosed for your records. As per the Town Code, one copy each will be distributed to the Building Department, Zoning Board of Appeals and Town Engineer/Highway Department. North Fork Self Storaoe Paoe Four March 14.2006 If you have any questions regarding the above, please contact this office. Very truly yours, ~Oodhouse Chairperson Ene. t.c: f3/ ct.q . ZB).. -r(jWVL~I~ *s-e~S07 3,) ~~ ;} ~ .;C DAA .. .. DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11579 (516) 671-3624 fax (516)759-7138 email DAA93@msn.com JAN29; 7 >_.._~.,:. January 22, 2007 . --~--..1 Town of Southold Building Department 53095 Main Road Southold, NY 11971 Re: "North Fork Self Storage Buildings 1 & 2 50 Commerce Drive Cutchogue, NY SCTM 1000-96-01-1.4 To Whom It May Concern: ~.... ;::--i-;-:" \ ' \ ~ I., ,r \ " .".,' I . - ~., ,.,~ -- \ 516 759-7138 p.l 2> ").~~~ ~ ~d-~~ Sap 19 06 08:59a David DiGiovanni DAA \, StP \ 8 '{Oo DiGiovanni III'\d MsocI.... 1- " --' -~_. ..\ ..i , 26 p__ avenue , a.. cliff. '" 11579 : (516) 671-3624 taxIS11IT58"1138 emall DjlAt30....n.com September 19, 2006 Town of Southold Building Department Town Hall 53095 Main Road Southold, NY 11971 Re: North Fork Self Storage 50 Commerce Drive Cutchoguc, NY SCTM # 1000-96-01-1.4 To whom it may concern: Please be advised we have reviewed the foundation constroction for buildings 1,2 and 3 for the above referenced project. The work installed complies with the approved plans including; depth of footings, concrete design mix, all steel reinforcing, wire mesh reinforcement, and perimeter rigid insulation. DAA .. .. DiGiovanni and Aasociales Architects 26 preston avenue sea cliff, ny 11579 (516) 571-3624 fax (516)759-7138 email DAA93@msn.com April 10,2006 Suffolk County Water Authority 4060 Sunrise Highway Oakdale, NY 11769-0219 Re: North Fork Self Storage Commerce Drive Cutchogue, NY SCTM # 1000-96-01-1.4 To Whom It May Concern: Please be advised the water load required for the above referenced building would be 28 gpm at approximately 35.0 psi. This would require a 2" dia service. Suffolk Warer4,tO.06 DAA .. .. DiGiovanni and Associates Architects 26 preston avenue sea cliff, ny 11 ~9 (516) 671-3624 fax (516)759-7138 email DAA93@msn.com April 10, 2006 Suffolk County Water Authority 4060 Sunrise Highway Oakdale, NY 11769-0219 Re: North Fork Self Storage Commerce Drive Cutchogue, NY SCTM # 1000-96-01-1.4 To Whom It May Concern: Please be advised the water load required for the above referenced building would be 28 gpm at approximately 35.0 psi. This would require a 2" dia service. a Suffolk Water 4. 10.06 - ~- -, - --------- - . ] FRAMING I STRAPPING u u u. I 'J-r ;1-7 ~O G DATE REMARKS: r~~~ ~~ K/J ~~ ~ ~ ~~, INSPECTOR ~~ = . . If .. lJ-' qJ'" q)!'l ~ ~=l lJ"" . f:l~~. ~ l..QS>d ~' ." \"'U r .1.; !'l, ~" Z <::~ ~ l,V FlELD INSPECTION REPORT DATE ..J- . FOUNDATION (1ST) I FOUNDATION (2ND) ROUGH FRAMING & PLUMBING . '" ~~ o,!'l 'Y'"' ..J;;.. lr\ INSULATION PER N. Y. STATE ENERGY CODE ~ ..c. ~ ~I ~ '"' I . . FINAL I '-'::j" 0" b If:' ~ "~'j- Ii.A g ..J,;.. [ I..r.' f-J d, ~- ~ J:!I.!' A l{j _ .';J-II- ~ ~ /' '~::.JPI JV A -;-~/)J--' ~t/f?Yjt...// 6 I' "'dill UT r;..-~/r 1\'../. \J-i J, ~ '-4:.-.1 '> l. . U f/Y '-~ ;1?L?/ :.c. . -I r- - ~ o '\ <II t . J\ (j) 0 ..., ~:E^ ~ ~,.~ o ~ ,,~ 'i' l"l L/ . lW >I <> ::; ~. ~:j o z I. ,ADDlTIONAL COMMENTS / I qlM 6 - fMj) I /7. ~ '1 't '- --;j: ../' . 9-Jq,o' jeu IJ fU1 CJ2JI1.. lib" / A/:-1" /J..~. ...r?". j-/ f'.. ._.-17 rOo' '_ n.lJ Y-~~ A:) ~ ./.A ...JJ,/J _ n P ....11 ,~f., -- -L r-I-..oV\..'.... IJ-I-,,_ A".f'1 ,',a 7: /J v ., v 0 k-. K:r<.J./tJ . '0, . J . = !'l - c~ ]1>-; l'1 ... :-'l . . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL" SOUTHmD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.netJSoutholdl PERMIT NO. 3 ?-;r~ BUILDING PERMIT APPLICATION CHfCKLiST Do you have or need the fOllOwin~ beJore.,pp~ Board of Health 'P7 . /" 4 sets of Building Plans y fS ./ Planning Board approval ~ r Survey 'f-.tr7 Check Y~~IOIlJI Septic Form ~ '7 ~ N.Y.S.D.E.C. .. Trustees Contact: , Mail to: nfJ~7'I? K~IHYI4J1 I 'j'!), (J1J1pT~O cv"kHo'joe Phone:03/- 71 r - J/ '7 '7 fR'r :lao,2o--'!.L 1;?t),20 t!J~ Examined Approved Disapproved ale Expiration /,n; ,20~ /CJL ( Building Inspector Ii. '."J " I, II" "" - \ Ii"~ . rl'i, - i ~ J ;.) , I L____~ , ". L---IQ" . Date ,/'30) / I ,20fl 6 APPLICATION FOR BUILDING PERMIT 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. I b. Plot plan showing location oflot 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 South old, 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. ~gn~ant or name, if a corporation) /975" f//JE ~ elF f-~ (Mailing address of ap~licant) ~ CvTe-I-ft><:jfJlT tI(lJ~ State wheth~r applicant iS~lessee, agent, architect, engineer, general contractor, electrician, plumber or builder /'1AATJ}I Kc/7~'7JVfc/19 pO!<.iH f'o,ef. GIF/...F f!:;Jfi>U)6p- ?L.C_ Name of owner of premises K c:; 5 t.-t-C- (As on the tax roll or latest deed) If~S a ~igna~thOrized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No_ 1. Location ofland on which proposed work will be done: ,0 C f}f'1 JVlPR.cp ()~/vP House Number Street C-v 7GI..J o'j V E Hamlet County Tax Map No. 1000 Section <' 'J 6 Block (:)/, Subdivision PP~Tl4 Folt~ TJJ fJ",'TI2J{I!Jt.- Fil\1il-MaPNo. tJ/ (Name) f4~Jt'- Lot t5J 0 '" f Lot 0 ( ... -- 2. ""State-existing use and occupancy of pr a. Existing use and occupancy intended use and occupancy of proposed construction: I c.. 0,/ . b. Intended use and occupancy .5,eJ1'1 B / '. , (To be paid on filing this application) Number of dwelling units on each floor / r, ~ f:)O 6 100 5'": '1;..5 ' 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. ~"'W1"" ut? 'CflllL. 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost r;-? ~ 5' () O. 0 c; 5. If dwelling, number of dwelling units 3 If garage, number of cars Addition Other Work Alteration (Description) Fee 7. Dimensions of existing s~es, if any: Front 60 Rear 6 0 Height ). ?> P7 Number of Stories I 11, '1tf)O 5'9 Dimensiops/ofJjame structure with alterations or additions: Front t..; 0 Depth L b > Height.1 , NumberoTStories 8. Dimensions of elJtire new construction: Front 3 5" Rear 3 5' Height 2:. .3 Number of Stories / S; '11-5" t:;'l, 9. Size oflot: Front q t; t1" Rear 3 't 7. J.. If Depth 15* If. 7 {. 10. Date of Purchase 7/ !e;G Name of Former Owner tI~flf2y f</9,yp"t2- 11. Zone or use district in which premises are situated L L - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO J 13. Will lot be re-lP'aded? YES~ NO_Will excess fill be removed from premises? YES V NO_ > 1'>05 /..t. Of!- flfl4((rf~ /1.051'< J~I<" I 9'Z5" f/~/I" riteV' (lr"J 7 14. Names of Owner of premises Address' .' Phone No.f>?/- ?f!.~ -)./ r, Name of Architect Ot11v,1J PIG I~U~}J).J r Address1" PR~'jiDl-' "~pd'Phone No !:/b - 6. 7/- '7/J ~ Name ofContractor.b,.~TH Furf JI. ~et.r Address:S""D (;:01'1 M ul€C'U"'Phone No. "... - '~'I -1/ '17 '571<'11lPGd' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO V * 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. Depth ;. ':7 0 Rear fj 0 I ~ 9~o~'f' /5"<7" Depth nrPE 6 R ~ LIP 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. STATE OF NEW YORK) ss: COUNTY OF ) M 1'1 ~ rijlJ K t!) 71"'- Y;<-J/:./9- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heis the J< t? S /..L C fJ'JKI'1 f3/E'1<.. (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application f1led therewith. 20~ .~ ~// ~ant Notary Public BARBARA ANN RUDDER Notlry PubUc, SlItl 01 Nlw York tlo.4855$05 Qualiflld In Suffolk County,,-,,€> Commilllon Explrtl Apr" 14,_ . TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.net/Southold! PERMIT NO. 3 .?-~ d'c{J-c:; BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before appr Board of Health iPS 4 sets of Building Plans yps ~ Planning Board approval ~ ,/' Survey 'f.Jr '7 Check y~ Vi 10 "J I Septic Form . ~ :7 / N.Y.S.D.E.C. Trustees Contact: Mail to: I1Il~TI}/ KC5tt1YJlll1 /9'1)' fJ1VDT~u c:vi<;}JD'jDE' Phone:G3J - 71 r -;1/ '7 '7 fRY' Approved Disapproved ale JhO,20~ 1a) , 20 tPf. Examined Expiration 1'*1) ,20--'2Z /cJL t Building Inspector .) :' i L L___Y~' , Date ,/'30/ / / ,20fl . 6 APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plan~, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location oflot 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. c. 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 pas not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property ha~e been enacted in the interim, the Building hlspector may authurize, 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 South old, 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 .,iliori". f"p<ct=" premf~. Md m heWf" f" =.ry f"""bO~ ~ . (Signature 0 applicant or name, If a corporatIOn) 197'5' f //JIF rt /ElF I-v-J : (Mailing address of applicant) L':::\ CV Tc..,lfo'7vlF II t:t.1-5 State wheth~r applicant iS~lessee, agent, architect, engineer, general contractor, electrician, plumber or builder MA~rv}l Kc/71'1,/JVfc/f<J polJ.,J.I Fo,er- G/F'-'F ~i'>~ff ?LC_ N anle of owner of premises K Cl 5 f,t-c- (As on the tax roll or latest deed) If ~s a ~ignatu~thOrized officer (Nanle and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: ,0 C ()fVI ~/.fl2cp ()~/vtf House Number Street ev TGI-/()]" f Hanllet count~ Tax Map No. 1000 Section 6 ~ /; Block c;J I , Subdivision P()~Tl+ fbl2...JC- $'P 0", 7fbllt.- Filllj,i Map No. 0/ (Nanle) f4~~ Lot (90 /; f Lot 0 I 2. State existing use and occupancy of pre a. Existing use and occupancy intended use and occupancy of proposed construction: I c.. C:>,/ b. Intended use and occupancy 5~1'1 B /' Addition Other Work Alteration (To be paid on filing this application) Number of dwelling units on each floor I r, ~ (:)0 6 100 5': l{;.5 . 6. Ifbusiness, commercial or mixed occupancy, specifY nature and extent of each type of use. C',.wr"" tTf? c:{I#L. 7. Dimensions of existing s~res, if any: Front 60 Rear 6 0 Depth,) 5" 0 Height ). ~ P7 Number of Stories I / Y, $/DO 'i9 Dimensio9s/o~ame structure with alterations or additions: Front '-10 Depth L b > Height) -; NumberoTStories 8. Dimensions of eIJ,tire new construction: Front 3 S' Rear 3 5: Height tI:. 3 Number of Stories / S; '{1.5" qcr, 9. Size oflot: Front q ~, t" Rear J '17. ;J. 'I Depth '3 S" Lf. 7' 10. Date of Purchase 7/ /t:JG Name of Former Owner tI~~l2y f?197po/2 II. Zone or use district in which premises are situated L L - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO J 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ;- ? ~ 5' () 0, 0 (I 5. If dwelling, number of dwelling units 3 If garage, number of cars (Description) Fee Rear tj 0 I C: '1C''''9'' /~C7 Depth nVJE hR D(;I' 13. Willlotbere-~aded? YES~NO_Will excess fill be removed from premises? YES V NO_ , ~05 l-l- ()~ MIQ((rf~ II. oS I'< 1"'/<JIJ 1'1'1> f/IJ/!' r~/CJr Il'" 14. Names of Owner of premises Address Phone No. f>f/- ,)!f~ -)/ 77 Name of Architect OtllvllJ P, G IOUIlIJ~:r: Address~" PR~5iO"" ,-"",If' Phone No r;"/b - ~ ?/- 7/1 fr Name ofContractorJ,.."RTH pu~" ~61-r AddressS'"D ~01'1 M ul€C'U"'Phone No. "" - 1 ~S' -.11 '17 . '$ 7PrI"'~p- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO V * 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. STATE OF NEW YORK) SS: COUNTY OF ) Jt1 fJ t TjJV K t9,rt y~J./1- being duly sworn, deposes and says that (s)he is the applicant (Name of individual sigWng contract) above named, (S)Heisthe j((J1S L-t C /'I1kM~ffl2... (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. 20~ #~ CJ/ / ~ ~ant Notary Public BARBARA ANN RUDDeR Notary Public, State of Na. York No. 4855805 aualined in Suffolk County....., Commlaaion Explrll April 14,_d . CUSTOMER :~ "Martin Kosmynka" LOCATION := "Cutchogue, NY" PLAN_NUMBER :~ "P-24 I 51 " BUILDING := "B & C" BUILDING DESCRIPTION ~ I:J?Z-+-- ROOF ANGLE BUILDING HEIGHT BUILDING WIDTH BUILDING LENGTH HEIGHT TO FLOOR BUILDING SLOPE in Rpitch :~ 5 - ROOF DEAD LOAD ft e = 22.62deg PARTITION DEAD LOAD H",,-?.ft+ 4.in BAY WIDTH /.- .. / B:= 40.ft) PURLlN SPACING \', - Length:= 185ft INT. PARTITION PANEL lower:= Oft INT. LATERAL BRIDGING Type:= "Gable" LIMITING LENGTH OF PANEL DR :~ !2'PSf Dp := ~'psf Bay:= 10.ft ROOF PITCH Pspace:= 5.ft Plpanel := "yes" Bridge := "yes" Panel := Length SNOW LOAD SEISMIC LOAD GROUND SNOW LOAD P g :~ 45. psf ANALYSIS PROCEDURE: Equivalent Lateral Force SNOW EXPOSURE CATEGOR'Table 1608.3.1 E.now:~ "B" BUILDING FRAME SYSTEM:Light frame walls with shear panels SNOW IMPORTANCE FACTOR Table 1604.5 IS :~ 1.0 THERMAL FACTOR Table 1608.3.2 C, := 1.2 SEISMIC SITE CLASS SEISMIC USE GROUP Siteclass := "0" UseGroup = 'T' SNOW EXPOSURE Full. Partial or Sheltered Exp:~ "Partial" SHORT PERIOD SPECTRAL ACC. FIGURE 1615(1) SS:~ 0.240 ROOF LIVE LOAD LL :~ 20psf 1 SECOND PERIOD SPECTRAL ACCFIGURE 1615(2) SI := 0.073 FLAT ROOF SNOW LOA[ Pr:~ .7'CeCrIS.Pg Pr= 38psf UNBALANCED SNOW LOAD P unbalan<<d ~ 49 psf MINIMUM DESIGN LOAD P d:= 20psf SPECTRAL RESPONSE ACC. SPECTRAL RESPONSE ACC. RESPONSE MODIFICATION FACTCTable 1617.6 SEISMIC DESIGN CATEGORY SDS = 0.256 SDI ~ 0.1 17 Response = 6 WIND LOAD Seismicoc = "B" WIND VELOCITY Figure 1608.2 V:= 120'mph WIND EXPOSURE CATEGORY Ewind := "B" Iw~ I WIND IMPORTANCE FACTORTable 1604.5 4151-(TVPI.xmcd 7/13/2006 DESIGN WIND LOADS END ZONE WIDTH a ~ 3.73 ft (Buildinq and Clrddinqt DESIGN PRESSURE (pst) COMPONENTS & CLADDING (Table1609.6.2.1(2)) WALL WINDWARD END ZONE 5 LEEWARD END ZONE 5 WINDWARD MID ZONE 4 LEEWARD MID ZONE 4 ROOF-NEGATIVE END ZONE 2 MID ZONE 1 gOOF-MAX. POSTIVE PSP = 24.2 psf Ps = -3 1.5 psf P 4P = 24.2 psf P4 = -26.4psf P2 = -39.3 psf PI = -22.2 psf Pp~ 11.9psf Wall Strap Braces GAGE OF STRAPS Gage:~ 16 Fy := 33000psi A" :~ ga.( Ws - .5625in) REACTIONS WIND BRACE Maximum Uplift @ Anchor UpliftWw ~ 3831b UpliftSw ~ Olb LONGITUDINAL Maximum Uplift @ Anchor (Interior) UpliftWL ~ 550lb UpliftSL = Olb Number of Straps Required TRANSVERSE Maximum Uplift @ Anchor (Interior) UpliftW ~ 550lb UpliftS ~ Olb Number of Straps Required MAIN WIND FORCE RESISTING FRAME (Table 1609.6.2.1(1)) WALL WINDWARD WALL MID ZONE WINDWARD WALL END ZONE LEEWARD WALL MID ZONE LEEWARD WALL END ZONE Pwl = 16.2psf PwlE = 19psf Pw4 ~ -12.1 psf Pw4E = -14.5psf WINDWARD ROOF LEEWARD ROOF Prw ~ 14psf Prw1 ~ -BApsf WIDTH OF STRAPS Ws := 2in An ~ 0.091n2 Ot:= 1.67 Tn:~ A".Fy Tn = 2964.841b Ta:= Tn-:- O( (Wind) (Seismic) Ta ~ 1775.36 Ib Maximum Shear @ Anchor ShearWw ~ 660.331b (Wind) (Seismic) ShearSw = 751b Maximum Uplift @ Anchor (Exterior) (Wind) (Seismic) UpliftWLE ~ 2751b UpliftSLE = Olb StrapsL ~ 0 Maximum Shear @ Anchor (Wind) (Seismic) ShearWL = Olb ShearSL ~ Olb (Wind) (Seismic) Number of Straps Used StrapSL = 0 Maximum Uplift @ Anchor (Exterior) (Wind) (Seismic) UpliftWE ~ 2941b UpliftSE = Olb StrapsT ~ 0 Maximum Shear @ Anchor (Wind) (Seismic) ShearW = Olb (Wind) (Seismic) ShearS ~ 0 Ib Number of Straps Used StraPST ~ 0 CHECK WEDGE BOLTS @ Wind Brace DiameterB ~ 0.5 LengthB = 2 @ Column (Exterior) DiameterPE = 0.5 LengthPE ~ 2 @ Column (Interior) DiameterP = 0.5 LengthP ~ 2 P24151-[TYP) .xmcd @ Strap (Longitudinal I Exterior) DiameterLE = 0.5 Lengt~LE ~ 2 @ Strap (Longitudinal/Interior) DiameterL = 0.5 LengttiL = 2 @ Strap (Transverse / Exterior) OiameterTE = 0.5 LengttfE = 2 @ Strap (Transverse /Interior) , DiameterT = 0.5 Length'!' = 2 2 7/13/2006 PURLlN LOADS Dead Load PBLCI = 2 psf Note: Live load deflection limited to 1/2 of roof pitch. Roof Live (Single Source) PBLC2 ~ 47.09 psf Roof Live (Multiple Source) PBLO ~ 44.74psf Minimum Load PBLC4 = 22 psf Controlling Load PBLC ~ 47.09 psf Max positive moment [(PBLq. pspac.} Bal Mp:- 8 Max End Reaction Mp = 35315.5lbin PBLC Pspace' Say Rp: 2 GIRT MOMENTS Rp= 1177.18Ib ~. "_ Pspace,Rpitch Uhm'- 2 Negative Moment, End Zone 4 Bay ,S'PrPspace 1:= 384.E.61;m MWE:= .!..{(p2 + .6DR).PSpa,,}Bal 8 RWE = -844.62Ib Negative Moment, Mid Zone Mw:~ .!..{(P1 + .6DR).PSpa,,}Bal 8 I Rw:= -.(PI + .6DR).Pspa".Bay 2 MWE = -285751bin RWEm ~ -644.58Ib Mw = -157501bin Rw = -5251b Max Moment, Endwall, Mid Zone Max Moment, Endwall, End Zone COLUMN MOMENTS MGE ~ 4620 Ib in MGE. ~ 5513lbin Max Moment, Sidewall, Mid Zone Max Moment, Sidewall, End Zone MGS = 12272lbin MGSe ~ 146431bin End Zone Mid Zone SW McSe ~ 320161bin Mcs = 310791b in COLUMN AXIAL LOADS Interior LC1: (0 + L, or 5) BLCI ~ 25421b LC2: (0 + L, or 5 + W) BLC2 ~ 23781b LC3: (0 + L, or 5 + E) BLC3 ~ 19321b LC4: (0 + W) BLC4 ~ 695 Ib LC5: (0 +E) BLC5 ~ 100 Ib STUB-POST HEADER EW MCEe = 30793 lb. in MCE = 617981b in SW Comer EW Comer MCSc = 173631b in MCEc = 10290 Ib in Exterior Exterior. (1i) Brace Comer Corner (1i) Brace BLCIE = 1271 Ib na BLCl C ~ 6361b na BLC2E = 11891b BLC2EB = 11891b BLC2C ~ 5941b BLC2CB = 5941b na BLC3EB ~ 9661b na BLC3CB = 483 Ib BLC4E = 3471b BLC4EB ~ 3471b BLC4C ~ 1741b BLC4CB = 1741b na BLC5EB = 50lb na BLC5CB = 251b Max positive moment 2. Rp' 2( P space - 2in) Mrp:- 4 Mrp ~ 68276.63 Ib in Negative Moment, End Zone (RWEm + Rw)'2(Pspace - 2in) Mrwe := 4 Negative Moment, Mid Zone 2oRW'(Pspace- 2in) Mrw := 4 Mrw = -152251bin MEMBER SELECTION Mrw. = -33917.94Ibin INTERIOR COLUMN Webi = 3.5 A, = 0.91 in2 D Flangei = 2 Fy = 33ksi D P24151-[TYPI.xmcd Gaugei = 12 Lx = 203 in Interi ~ 0.65 Intcr.q = "C5.2.1-1" Ly= 12in L.~ 100in 3 7/13/2006 ENDWAll CLOSET COLUMN Webd = 8 . 2 '\, = 0.6210 Flanged = 2 Fy ~33ksi o Gauged = 16 Lx ~ 212in Interd = 0.49 Intereq = "C5.2.I-I" Ly ~ 155.63 in It = 155.63 in BLANK SIDE WAll COLUMN, lOAD CASE 1, 3 OR 5 Webs! = 3.5 .2 '\, ~ 0.2410 Flangesl ~ 1.5 S"o ~ 0.Z5 in3 Gaugesl ~ 18 . 4 Ixe = 0.4910 o BLANK SIDE WAll COLUMN, lOAD CASE 2 Webs2 ~ 999 Ae ~ 0.66 in2 o FlangesZ ~ 999 Sc = 0.71 in3 o GaugesZ = 999 Ixe = 1.27in4 o BLANK SIDE WAll COLUMN, lOAD CASE 4 Webs4 = 999 . 2 '\, = 0.6610 Flanges4 = 999 Sc = 0.71 in3 o Gauges4 ~ 999 I . 4 xc = 1.27m o Inters I = 0.18 Intereq = "CS.l.t-I" I Fy ~ 33ksi Lx = 103 in Ly = 38.38 in It=+38in 0 I , IntersZ ~ 1.00 Intereq = "C5.2.1-1" Fy ~ 33 ksi Lx ~ 103 in Ly = 38.38 in It = 38.38 in 0 Inters4 = I.Z1 Fy = 33ksi o BLANK SIDE WAll CORNER COLUMN, lOAD CASE 1, 3 OR 5 Intereq = "C5.2.1-1" Lx = 103 in Ly = 38.38 in It = 38.38 in Webcsl = 3.5 Flangecsl = 1.5 Gaugecs I = 18 Intercsl = 0.24 Intereq ~ "C5.2.1-1" . 2 S"o = 0.Z5 in3 I,e = 0.49in4 Fy ~ 33 ksi Lx = 103 in Ly = 38.38 in It = 38.38 in '\, = 0.Z4m 0 0 BLANK SIDE WAll CORNER COLUMN, lOAD CASE 2 WebcsZ = 999 FlangecsZ ~ 999 GaugecsZ = 999 IntercsZ ~ 1.05 Intereq = "C5.Z.I-I" Aeo = 0.66 ii Sc = 0.71 in3 I,e = I.Z7in4 Fy ~ 33 ksi Lx ~ 103 in Ly = 38.38 in It = 38.38 in 0 0 0 BLANK SIDE WAll CORNER COLUMN, lOAD CASE 4 Webcs4 = 999 Flangecs4 ~ 999 Gaugecs4 = 999 Intercs4 = I.Z9 Intereq = "C5.Z.I-I" Aeo = 0.66 in2 Sc = 0.71 in3 I,e = 1.27in4 Fy ~ 33 ksi Lx ~ 103 in Ly = 38.38 in It ~ 38.38 in 0 0 0 BLANK END WAll COLUMN, lOAD CASE 1, 3 OR 5 Webcl = 3.5 '\, ~ 0.3 in2 Flangeel = 1.5 Sc = 0.Z6 in3 o Gaugeel ~ 18 I . 4 xe = 0.5 In o BLANK END WAll COLUMN, lOAD CASE 2 WebcZ = 999 Ae = 0.66 in2 o FlangeeZ = 999 Sc = 0.71 in3 o GaugeeZ = 999 I . 4 xe = 1.27m o BLANK END WAll COLUMN, lOAD CASE 4 Webe4 = 999 O . 2 Ae = .66," o PZ41S1-[TYPJ.xmcd Flangee4 = 999 3 Sc = 0.7\ in [) Gaugee4 ~ 999 1 . 4 xc = 1.27m o Intere 1 = 0.35 Fy = 33ksi o IntereZ = 2.74 Fy ~ 33ksi o Intere4 = 2.79 Fy = 33kSl o 4 Intereq = "C5.Z.I-I" Lx~ZIZin Ly=56in It = 56in Intereq ~ "C5.Z.I-I" Lx=212in Ly=56in It=56in Intereq = "C5.2.1-1" L,=212in Ly=56in [1 = 56-in 7/13/2006 BLANK END WALL CORNER COLUMN, LOAD CASE 1, 3 OR 5 Webce I = 3.5 Flangece I = 1.5 Gaugece I = ] 8 Intercel = 0.46 (ntereq = "C5.2.1-1" '\, = 0.3 in2 S<o = 0.26 in3 Ix. = 0.5in4 Fy = 33ksi Lx = 212in ly = 56in D D BLANK END WALL CORNER COLUMN, LOAD CASE 2 Webce2 = 3.5 Flangece2 = 1.5 Gaugece2 = 12 Interce2 = 0.90 Intereq = "C5.2.] -1" . 2 S<o = 0.71 in3 Ix. = 1.27in4 Fy = 33 ksi Lx = 212in ly = 56in '\, = 0.66 m D D BLANK END WALL CORNER COLUMN, LOAD CASE 4 Webce4 = 3.5 F1angece4 = 1.5 Gaugece4 = 12 Interce4 = 0.93 lntereq = "e5.2.1-1" . 2 Sc = 0.71 in3 Ix. = 1.27in4 Fy = 33ksi Lx = 212in ly = 56in '\, = 0.66m D D D STUB POST HEADER Webr = 9 Flanger = 1.75 Gauger = 12 Interr = 0.91 Intereq = "C5.2.1-2" S . 3 Ix. = 16.07 in 4 Fy = 33 ksi Lx=116in ly= 116in 1.,= 116in <0 = 3.48m D D PURLlN, POSITIVE MOMENT, R-PANEL ROOF Webpr = 7 S<o = 2.02 in3 Flangepr = 2.5 Ixe = 8.84 in 4 D Gaugepr = 14 Fy = 33ksi D Interpr = 0.89 Lx=112in ly=12in L,=1I2in PURLlN, POSITIVE MOMENT, R-PANEL ROOF, BRIDGING Webprb = 7 Flangeprb = 2.5 Gaugeprb = 14 Sc = 2.02in3 Ix. = 8.84in4 Fy = 33ksi D D D PURLIN, POSITIVE MOMENT, STANDING SEAM ROOF Interprb = 0.89 Lx=112in ly=12in 1.,= 56in Webps = 7 S<o = 3.06 inJ Flangeps = 2.8 3 . 4 Ixe = I .73m D Gaugeps = 12 Fy = 33ksi D Interps = 0.75 Lx = 112in ly=1I2in L,=1I2in PURLIN, POSITIVE MOMENT, STANDING SEAM ROOF, wI BRIDGING Webpsb = 7 S . J c = 2.0210 D Flangepsb = 2.5 Ixe = 8.84 in 4 D Gaugepsb = 14 Fy=33ksi D Interpsb = 0.89 Lx=112in ly = 56 in I., = 56in PURLIN, NEGATIVE MOMENT, END ZONE Webpl = 7 Sc = 2.37 in3 D Flangep I = 2.5 Ixe = 8.84 in 4 D Gaugepl = 14 Fy = 33ksi D lnterpl = 0.98 Lx= 112in ly=1I2in L,=1I2in PURLlN, NEGATIVE MOMENT, MID ZONE P24151-[TYP].xmcd 5 I., = 56in I., = 5 in I., = 56in 7/13/2006 Webp2 = 7 Flangep2 ~ 2.5 Gaugep2 = 16 Interp2 = 0.8 S, = 1.85in3 I,. ~ 7.14in4 Fy = 33ksi Lx ~ 112in Ly= 112in r.. = 112in 0 0 0 PURLlN, NEGATIVE MOMENT, END ZONE, wI BRIDGING Webplb = 7 Flangep I b ~ 2.5 Gaugeplb ~ 16 Interplb = 0.81 S, = 1.85in3 Ix. ~ 7.14in4 Fy = 33 ksi Lx = 112in Ly=56in r.. = 56in 0 0 0 PURLlN, NEGATIVE MOMENT, MID ZONE, wI BRIDGING Webp2b = 7 Flangep2b = 2.5 Gaugep2b ~ I 8 Interp2b = 0.58 S, = 1.44in3 Ix. ~ 5.52in4 Fy = 33ksi Lx = 112in Ly = 56in r.. = 56in 0 0 0 GIRT, SIDE WALL Webgs = 999 Flangegs = 999 Gaugegs = 999 Intergs ~ 1.l1 Inte'.q = "C5.2.I-I" S, = 0.67 in3 Ix. = 1.12in4 Fy = 33 ksi Lx ~ 117in Ly=12in r.. = 12in 0 0 0 GIRT, END WALL Webge = 3.25 Flangege = I. 7 Gaugege ~ 16 Interge = 0.86 Inte'eq ~ "C5.2.1-1" S, = 0.33 in3 Ix. ~ 0.58in4 Fy = 33 ksi Lx = 57in Ly = 12in r.. = 12in 0 0 0 P24151-[TYP).xmcd 6 7113/2006 CUSTOMER = "Martin Kosmynka" BUILDING CODE OF NEW YORK STATE (POST & PURLlN DESIGN) PREPARED_BY = "Matthew D. Weidner" LOCA nON = "Cutchogue, NY" GROUND SNOW LOAD EXPOSURE CATEGORY IMPORTANCE FACTOR WIND SPEED EXPOSURE CATEGORY IMPORTANCE FACTOR Pg ~ 45psf Esnow = "B" IS ~ I V = 120mph Ewind = "B" Iw~ I SUMMARY BUILDING ~ "B & Coo Lean-to or Gable Type ~ "Gable" H=9.33ft B = 40ft Eave Height Building Width Purlin, R-Panel Purlin, R-Panel, Bridging Purlin, SS Purlin, SS, Bridging Purlin, Wind, End Purlin, Wind, End, Bridging Purlin, Wind, Mid Purlin, Wind, Mid, Bridging Stub Post Header Interior Column Blank Side Wall Column, LC 1, 3 or 5 Blank Side Wall Column, LC 2 Blank Side Wall Column, LC 4 Side Wall Comer Column, LC 1,3 or 5 Side Wall Comer Column, LC 2 Side Wall Comer Column, LC 4 Closet End Wall Column Blank End Wall Column, LC 1, 3 or 5 Blank End Wall Column, LC 2 Blank End Wall Column, LC 4 End Wall Corner Column, LC 1, 3 or 5 End Wall Corner Column, LC 2 End Wall Corner Column, LC 4 Side Wall Girt End Wall Girt P24151-fTYP).xmcd SEISMIC UseGroup ~ "I" Ss = 0.240 St = 0.073 SDS ~ 0.256 SDl=0.117 Roof Pitch Bay Width Purl in Spacing Webpr = 7 Webprb = 7 Webps = 7 Webpsb = 7 Webpl = 7 Webplb = 7 Webp2 = 7 Webp2b = 7 Webr = 9 Webi ~ 3.5 Websl = 3.5 Webs2 ~ 999 Webs4 = 999 Webcsl = 3.5 Webcs2 ~ 999 Webcs4 = 999 Webd = 8 Webet ~ 3.5 Webe2 = 999 Webe4 ~ 999 Webcel = 3.5 Webce2 = 3.5 Webce4 ~ 3.5 Webgs = 999 Webge = 3.25 Siteclass = "D" SeismicDC = "B" in Rpitch = 5- ft Bay = lOft Pspace = 5 ft Flangepr = 2.5 Flangeprb = 2.5 Flangeps ~ 2.8 Flangepsb = 2.5 Flangep I ~ 2.5 Flangeplb = 2.5 Flangep2 = 2.5 Flangep2b = 2.5 Flanger = 1.75 Flangei = 2 Flanges I = 1.5 Flanges2 = 999 Flanges4 = 999 Flangecsl ~ 1.5 Flangecs2 = 999 Flangecs4 ~ 999 Flanged ~ 2 Flangee I = 1.5 Flangee2 = 999 Flangee4 ~ 999 Flangece I ~ 1.5 Flangece2 ~ 1.5 Flangece4 ~ 1.5 Flangegs = 999 Flangege = 1.7 7 PLAN_NUMBER ~ "P-24151" Controllina Purl in Load PurlinLoad = 45 psf Lonaitudinal Strap Braeina Strapsl = 0 Transverse Strap Braeina StrapsT ~ 0 Interior Partition Panel Plpanel = "yes" Interior Lateral Bridaina Bridge = "yes" Gaugepr = 14 Gaugeprb ~ 14 Gaugeps = 12 Gaugepsb = 14 Gaugepl = 14 Gaugeplb = 16 Gaugep2 = 16 Gaugep2b = 18 Gauger = 12 Gaugei ~ 12 Gaugesl = 18 Gauges2 = 999 Gauges4 = 999 Gaugecs I = 18 Gaugecs2 ~ 999 Gaugecs4 = 999 Gauged = 16 Gaugeel = 18 Gaugee2 = 999 Gaugee4 ~ 999 Gaugecel = 18 Gaugece2 ~ 12 Gaugece4 ~ 12 Gaugegs = 999 Gaugege ~ 16 Interpr = 0.89 Interprb = 0.89 Interps = 0.75 Interpsb ~ 0.89 Interpl = 0.98 Interplb ~ 0.81 Interp2 = 0.8 Interp2b = 0.58 Interr = 0.91 Interi = 0.65 Inters I = 0.18 Inters2 = I Inters4 ~ 1.21 :? '^ III tD ';:? :::::. -. " '" . .0 --..:. v \J '" " ~ ., ~ l '-1' ., ....." <J >- " ~ V) r-':: Intercsl = 0.24 :"I- Intercs2 = 1.05 ........... "'l "- ; Intercs4 = 1.29 '" ..... ~ ~ '" '" Interd = 0.49 Interet = 0.35 Intere2 = 2.74 Intere4 = 2.79 Intercel ~ 0.46 Interce2 ~ 0.9 Interce4 ~ 0.93 Intergs = l.ll Interge = 0.86 7/13/2006 TRACHTE BUILDING SYSTEMS, INC. POST & PURLlN MINI-STORAGE PROJECT CALCULATIONS PER 2002 BUILDING CODE of NEW YORK STATE in ROOF DEAD LOAD Rpitch := 5- DR := 2'psf It 8 = 22.62deg PARTITION DEAD LOAD Dp := 3.psf H:= 9.ft+4.in BAY WIDTH Bay:= 7.5.ft B:= 40.ft PURLIN SPACING Pspace := 5.ft Length := 185ft INT. PARTITION PANEL Plpanel := "yes" Lower := Oft INT. LATERAL BRIDGING Bridge ;= "yes" Type := "Gable" LIMITING LENGTH OF PANEL Panel := Length SEISMIC LOAD CUSTOMER := "Martin Kosmynka" LOCATION := "Cutchogue, NY" PLAN_NUMBER:= "P-24151" BUILDING := "B & C" BUILDING DESCRIPTION ROOF PITCH ROOF ANGLE BUILDING HEIGHT BUILDING WIDTH BUILDING LENGTH HEIGHT TO FLOOR BUILDING SLOPE SNOW LOAD GROUND SNOW LOAD Pg:= 45.psf SNOW EXPOSURE CATEGORnable 1608.3.1 E..now:= "B" SNOW IMPORTANCE FACTOR Table 1604.5 Is:= 1.0 THERMAL FACTOR Table 1608.3.2 C,:= 1.2 PREPARED_BY = "Matthew D. Weidner" REVIEWED_BY: ANALYSIS PROCEDURE: Equivalent Lateral Force BUILDING FRAME SYSTEM:Light frame walls with shear panels SEISMIC SITE CLASS Sited", := "D" SEISMIC USE GROUP UseGroup = "I" ROOF LIVE LOAD SNOW EXPOSURE Full. Partial or Shellered Exp:= "Partial" SHORT PERIOD SPECTRAL ACC. FIGURE 1615(1) Ss:= 0.240 LL:= 20psf 1 SECOND PERIOD SPECTRAL ACCFIGURE 1615(2) SI := 0.073 FLAT ROOF SNOW LOAr Pf:= .7.C..C;.ls.Pg Pf= 38psf UNBALANCED SNOW LOAD P unbal,nced = 49 psf MINIMUM DESIGN LOAD P d := 20psf WIND LOAD WIND VELOCITY Figure 1608.2 V:= 120'mph WIND EXPOSURE CATEGORY WIND IMPORTANCE FACTORTable 1604.5 Ewind := "8" Iw = 1 P24151-[7.5j.xmcd SPECTRAL RESPONSE ACC. SPECTRAL RESPONSE ACC. RESPONSE MODIFICATION FACTCTable 1617.6 SEISMIC DESIGN CATEGORY SDS = 0.256 SDI = 0.117 Response = 6 Seismicoc = "B" 7/13/2006 DESIGN WIND LOADS END ZONE WIDTH a= 3.73ft DESIGN PRESSURE (pst) COMPONENTS & CLADDING (Table1609.6.2.1(2)) WALL WINDWARD END ZONE 5 LEEWARD END ZONE 5 WINDWARD MID ZONE 4 LEEWARD MID ZONE 4 ROOF-NEGATIVE END ZONE 2 MID ZONE 1 gOOF-MAX. POSTIVE PSP = 24.2 psf Ps = -31.5 psf P 4P = 24.2 psf P4 = -26.4psf P2 = -39.3psf PI = -22.2psf Pp~ 11.9psf Wall Strap Braces GAGE OF STRAPS Gage:= 16 Fy:~ 33000psi A,,:= ga.( Ws - .5625in) REACTIONS WIND BRACE Maximum Uplift @ Anchor UpliftWw = 2871b UpliftSw = Olb LONGITUDINAL Maximum Uplift @ Anchor (Interior) UpliftWL = 4121b UpliftSL = Olb Number of Straps Required TRANSVERSE Maximum Uplift @ Anchor (Interior) UpllftW = 4121b UpliftS ~ Olb (Wind) (Seismic) Number of Straps Required (Buildinq and Claddinql MAIN WIND FORCE RESISTING FRAME (Table 1609.6.2.1(1)) WALL WINDWARD WALL MiD ZONE WINDWARD WALL END ZONE LEEWARD WALL MID ZONE LEEWARD WALL END ZONE Pwl = 16.2psf PwlE = 19psf Pw4 = -12.1 psf Pw4E ~ -14.5psf WINDWARD ROOF LEEWARD ROOF Prw ~ 14psf Prwl = -13.4psf WIDTH OF STRAPS Ws :~ 2in A" = 0.09in2 nt:= 1.67 Tn:= A".Fy Tn = 2964.841b (Wind) (Seismic) Ta:= Tn ~ nt Ta = 1775.36 Ib Maximum Shear @ Anchor ShearWw = 495.251b ShearSw = 561b (Wind) (Seismic) Maximum Uplift @ Anchor (Exterior) (Wind) (Seismic) UpliftWLE = 2061b UpliftSLE ~ Olb StrapsL = 0 Maximum Shear@ Anchor (Wind) (Seismic) ShearWL = Olb ShearSL = Olb (Wind) (Seismic) Number of Straps Used SlrapsL = 0 Maximum Uplift @ Anchor (Exterior) UpliftWE ~ 2061b UpliftSE = Olb SlrapsT ~ 0 Maximum Shear@ Anchor (Wind) (Seismic) ShearW ~ 0 Ib (Wind) (Seismic) ShearS = Olb Number of Straps Used StrapST = 0 CHECK WEDGE BOLTS @ Wind Srace DiameterS ~ 0.5 LengthS = 2 @ Column (Exterior) DiameterPE ~ 0.5 LengthPE ~ 2 @ Column (Inlerior) DiameterP ~ 0.5 LengthP ~ 2 P24151-(7.5].xmcd @ Slrap (Longiludinal/ Exterior) DiameterLE = 0.5 Length LE ~ 2 @ Strap (Longitudinal/Interior) DiameterL = 0.5 Length L ~ 2 @ Strap (Transverse / Exterior) DiameterTE = 0.5 LengthTE = 2 @ Strap (Transverse /Interior) DiameterT = 0.5 Length-r = 2 2 7/13/2006 PURLlN LOADS Note: Live load deflection limited to 1/2 of roof pitch. Dead Load PBlC I = 2 psf Roof Live (Single Source) PBlC2 = 47.09psf Roof Live (Multiple Source) PBlC3 = 44.74psf Minimum Load PBlC4 = 22 psf Controlling Load PBlC = 47.09psf Max positive moment [(PBle). psp"e}Bal Mp: 8 Max End Reaction Mp = 19864.97 Ib in PBlC-Pspace.Bay Rp:- 2 Rp = 882.891b GIRT MOMENTS Max Moment, Endwall, Mid Zone Max Moment, Endwall, End Zone MGE = 4620 Ib in MGEe = 5513lb in COLUMN MOMENTS P space' Rpitch Slim: 2 Negative Moment, End Zone 4 Bay.5.PrPspace 1'- .- 384.E'Olim MWE := ~{(P2 + .6DR)'PSp"e}Bal 8 RWE = -678.5 Ib Negative Moment, Mid Zone MWE = -16073.44lbin RWEm = -518.2Ib MW:=..!.{(p) + .6DR)'Pspace].Bal 8 MW = -8859.37Ibin RW:=~'(PI + .6DR). Psp"e' Bay 2 Rw= -393.75Ib Max Moment, Sidewall, Mid Zone Max Moment, Sidewall, End Zone MGS = 69031b in MGSe = 82361b in SW EW End Zone MCSe = 24731 Ibin Mcs = 233091bin MCEe = 30793 lb. in MCE = 617981bin Mid Zone COLUMN AXIAL LOADS SW Comer EW Corner MCSc = 133381bin MCEt = 10290 Ib in Interior Exterior Exterior. till Brace Corner Corner till Brace LC1: (0 + L, or S) BlCI = 19071b BlCIE = 9531b na BlCIC = 477lb na LC2: (0 + L, or S + W) BlC2 = 17831b BlC2E = 892lb BlC2EB = 892lb BlC2C = 4461b BlC2CB = 4461b LC3: (0 + L, or S + E) BlC3 = 14491b na BlC3EB = 7241b na BlC3CB = 3621b lC4: (0 + W) BlC4 = 521 Ib BlC4E = 2611b BlC4EB = 261lb BlC4C = 1301b BlC4CB = 130lb LC5: (0 +E) BlC5 = 751b na BlC5EB = 371b na BlC5CB = 191b STUB-POST HEADER Max positive moment 2. Rp' 2( P space - 2in) M",: Negative Moment, End Zone (RWEm + Rw)' 2( P space - 2in) Mrwe := 4 Negative Moment, Mid Zone 2.RW(Pspace- 2in) Mrw: 4 Mrw = -I 1418.751bin 4 M", = 51207.48 Ib in Mrwe = -26446.4 I Ib in MEMBER SELECTION INTERIOR COLUMN Webi = 3.5 Ae = 0.55 in2 D Flangei = 2 Fy = 33ksi D Gaugei = 16 L, = 203 in P24151-[7.51.xmcd Inte,i = 0.92 Intereq = "C5.2.1-1" Ly=12in L.=IOOin 3 7/13/2006 ENDWALL CLOSET COLUMN Webd = 8 ~ = 0.62 in' Flanged = 2 Fy = 33ksi D Gauged = 16 Lx = 212in Interd = 0.37 Intereq ~ "C5.2.1-1" ly = 155.63 in L, = 155.63 in BLANK SIDE WALL COLUMN, LOAD CASE 1, 3 OR 5 Websl = 3.5 ~ = 0.24in' Flanges I = 1.5 S<o = 0.25 in3 Gaugesl = 18 Ixe = 0.49 in 4 D BLANK SIDE WALL COLUMN, LOAD CASE 2 Webs2 ~ 3.5 ~ = 0.66 in' Flanges2 = 1.5 S, = 0.71 in3 D Gauges2 = 12 Ixe = 1.27in4 D BLANK SIDE WALL COLUMN, LOAD CASE 4 Webs4 = 3.5 ~ ~ 0.66 in' Flanges4 = 1.5 S<o = 0.71 in3 Gauges4 = 12 Ixe = 1.27in4 D Inters I = 0.14 Fy = 33ksi D Inters2 = 0.76 Fy = 33ksi D Inters4 = 0.93 BLANK SIDE WALL CORNER COLUMN, LOAD CASE 1, 3 OR 5 Fy = 33ksi D Intereq = "C5.2.1-1" Lx = 103in ly = 38.38in L, = 38.38 in Intereq = "C5.2.1-1" Lx ~ 103 in ly ~ 38.38 in L, = 38.38 in Inter,q = "C5.2.1-1" Lx ~ 103 in ly ~ 38.38 in L, = 38.38 in Webcsl = 3.5 Flangecs I = 1.5 Gaugecs I = 18 Interest = 0.18 Inter,q ~ "C5.2.I-I" AeD = 0.24in' S<o = 0.25 in3 I,. = 0.49in4 Fy = 33ksi Lx= 103in ly = 38.38 in L, = 38.38 in D D BLANK SIDE WALL CORNER COLUMN, LOAD CASE 2 Webcs2 ~ 3.5 Flangecs2 ~ \.5 Gaugecs2 = 12 Interes2 ~ 0.80 Inter.q = "C5.2.1-1" ~ ~ 0.66 in' S, ~ 0.71 in3 I,. = 1.27in4 Fy ~ 33ksi Lx = 103 in ly = 38.38 in L, ~ 38.38 in D D D BLANK SIDE WALL CORNER COLUMN, LOAD CASE 4 Webcs4 ~ 3.5 Flangecs4 ~ \.5 Gaugecs4 = 12 Interes4 ~ 0.99 Intereq ~ "C5.2.1-1" AeD ~ 0.66 in' Sc = 0.71 in3 I,. = 1.27in4 Fy ~ 33 ksi Lx ~ 103 in ly ~ 38.38 in L, = 38.38 in D D D BLANK END WALL COLUMN, LOAD CASE 1, 3 OR 5 Webel ~ 3.5 ~ ~ 0.3 in' Flangee I ~ \.5 Sc = 0.26 in3 D Gaugeel::: 18 .4 Ixe = 0.5 In D BLANK END WALL COLUMN, LOAD CASE 2 Webe2 ~ 999 Ae = 0.66 in' D Flangee2 = 999 Sc = 0.71 in3 D Gaugee2 ~ 999 I . 4 xe = 1.2710 D BLANK END WALL COLUMN, LOAD CASE 4 Webe4 = 999 Ae = 0.66 in' D P24151-[7.5].xmcd Flangee4 = 999 $(: = 0.71 in3 D Gaugec4 ~ 999 . 4 Ixc = 1.27m D Interel = 0.26 Fy ~ 33ksi D Intere2 = 2.49 Fy = 33ksi D Inlere4 ~ 2.72 Fy = 33ksi D 4 Inlereq = "C5.2.1-1" Lx=212in ly~56in L,= 56in Intereq ~ "C5.2.1-1" Lx=212in ly~56in L, = 56;n Intereq = "C5.2.1.1" Lx = 212m ly ~ 56in L, = 56in 7/13/2006 BLANK END WALL CORNER COLUMN, LOAD CASE 1, 3 OR 5 Webcel ~ 3.5 Flangecel = 1.5 Gaugece I = 18 Interce I = 0.35 Intereq = "C5.1.I-I" ^<o = 0.3 in2 Sc = 0.Z6 in3 Ixe = O.5in4 Fy = 33 ksi Lx=ZIZin ly = 56in Lr = 56in D D D BLANK END WALL CORNER COLUMN, LOAD CASE 2 WebceZ = 3.5 FlangeceZ = 1.5 GaugeceZ = IZ InterceZ = 0.83 Intereq = "C5.2.J-l" ^'D = 0.66 in2 S"o = 0.71 in3 Ixe = I.Z7in4 Fy = 33 ksi Lx = ZIZin ly = 56in Lr= 56in D D BLANK END WALL CORNER COLUMN, LOAD CASE 4 Webce4 = 3.5 ^' = 0.66 in2 D STUB POST HEADER Webr = 8 S"o = Z.8Z in3 Flangece4 = 1.5 Sc = 0.71 in3 D Flanger = 1.75 Ixe = 11.54in4 D Gaugece4 = 12 Ixe = 1.27in4 D Gauger = 12 PURLIN, POSITIVE MOMENT, R-PANEL ROOF Fy = 33ksi D Webpr = 7 Sc = 1.21 in3 D Flangepr = Z.5 Ixe = 5.25 in 4 D Gaugepr = 18 Fy = 33ksi D Interce4 = 0.90 Intereq = "C5.Z.I-I" Lx=2I2in ly=56in Lr = 56in FYD = 33 ksi Interr = 0.86 Intereq = "C5.2.1-2" Lx=1l6in ly= 1I6in Lr = 1l6in Interpr = 0.83 Lx = 82in ly=I2in Lr = 82in PURLlN, POSITIVE MOMENT, R-PANEL ROOF, BRIDGING Webprb = 7 Flangeprb = 2.5 Gaugeprb = 18 Sc =121m3 Ixe =5.25in4 Fy = 33ksi D D D PURLlN, POSITIVE MOMENT, STANDING SEAM ROOF Webps = 7 Sc = 1.25 in3 D Flangeps = 2.5 Ixe = 5.36in4 D Gaugeps = 18 Fy = 33 ksi D Interprb = 0.83 Lx = 82 in ly=12in Lr=4lin Interps = 0.98 Lx=8Zin ly = 82in Lr = 8Zin PURLlN, POSITIVE MOMENT, STANDING SEAM ROOF, wI BRIDGING Webpsb = 7 Sc =1.2lin3 D Flangepsb = 2.5 Ixe = 5.25 in 4 D Gaugepsb = 18 Fy = 33ksi D PURLIN, NEGATIVE MOMENT, END ZONE Webpl = 7 Sc = 1.44 inJ D Flangep I = 2.5 Ixe = 5.53 in 4 D Gaugepl = 18 Fy = 33ksi D PURLlN, NEGATIVE MOMENT, MID ZONE P24151-[7.5].xmcd Interpsb = 0.83 Lx = 8Zin ly = 41 in Lr = 41 in Interpl = 0.71 Lx = 82 in ly = 82 in Lr = 82in 5 7/13/2006 Webp2 = 7 Flangep2 = 2.5 Gaugep2 = 18 Interp2 = 0.39 Sc = 1.44in3 Ixc = 5.53in4 Fy = 33 ksi Lx = 82 in Ly=82in '"' = 82in D D D PURLlN, NEGATIVE MOMENT, END ZONE, wI BRIDGING Webplb = 7 Flangeplb = 2.5 Gaugeplb = 18 Interplb = 0.57 .3 Ixc = 5.5 in4 Fy = 33 ksi Lx = 82in Ly=4lin '"' = 41 in S'o = 1.4310 D D PURLlN, NEGATIVE MOMENT, MID ZONE, wI BRIDGING Webp2b = 7 Flangep2b = 2.5 Gaugep2b = 18 Interp2b = 0.31 Sc = 1.43in3 Ixc = 5.5 in4 Fy = 33ksi Lx = 82 in Ly=4lin '"' = 41 in D D D GIRT, SIDE WALL Webgs = 3.25 Flangegs = 1. 7 Gaugegs = 12 Intergs = 0.62 Intercq = "C5.2.1-1" Sc = 0.67 in3 Ixc = 1.12 in 4 Fy = 33ksi Lx = 87in Ly=12in '"' = 12in D D D GIRT, END WALL Webge = 3.25 Flangege = 1.7 Gaugege = 16 Interge = 0.86 Intereq = "C5.2.I-I" Sc 3 . 3 Ixc = 0.58in4 Fy = 33 ksi Lx = 57in Ly=12in '"' = 12in = 0.310 D D D P24151-[7.5].xmcd 6 7/13/2006 , . CUSTOMER = "Martin Kosmynka" BUILDING CODE OF NEW YORK STATE (POST & PURLlN DESIGN) PREPARED_BY = "Matthew D. Weidner" PLAN_NUMBER = "P-24151" LOCATION = "Culehogue, NY" GROUND SNOW LOAD Pg = 45psf EXPOSURE CATEGORY Esnow = "B" IMPORTANCE FACTOR Is = I WIND SPEED V: 120mph EXPOSURE CATEGORY Ewind = "B" IMPORTANCE FACTOR Iw= I SUMMARY BUILDING: "B & C" Lean-to or Gable Type: "Gable" H = 9.33ft B = 40ft Eave Height Building Width Purlin, R-Panel Purl in, R-Panel, Bridging Purlin, SS Purlin, SS, Bridging Purlin, Wind, End Purlin, Wind, End, Bridging Purlin, Wind, Mid Purlin, Wind, Mid, Bridging Stub Post Header Interior Column Blank Side Wall Column, LC 1, 3 or 5 Blank Side Wall Column, LC 2 Blank Side Wall Column, LC 4 Side Wall Comer Column, LC 1,3 or 5 Side Wall Corner Column, LC 2 Side Wall Comer Column, LC 4 Closet End Wall Column Blank End Wall Column, LC 1, 3 or 5 Blank End Wall Column, LC 2 Blank End Wall Column, LC 4 End Wall Corner Column, LC 1,3 or 5 End Wall Comer Column, LC 2 End Wall Comer Column, LC 4 Side Wall Girt End Wall Girt P24151-(7.5].xmcd SEISMIC UseGroup = "I" Ss = 0.240 Sl = 0.073 Sos = 0.256 SOl =0.117 Roof Pitch Bay Width Purlin Spacing Webpr : 7 Webprb = 7 Webps = 7 Webpsb = 7 Webpl : 7 Webplb = 7 Webp2 : 7 Webp2b = 7 Webr = 8 Webi = 3.5 Websl = 3.5 Webs2 = 3.5 Webs4 = 3.5 Webcsl = 3.5 Webes2 : 3.5 Webes4 = 3.5 Webd = 8 Webel = 3.5 Webc2 = 999 Webe4 = 999 Webee I = 3.5 Webce2: 3.5 Webee4 = 3.5 Webgs = 3.25 Webge = 3.25 Siteclass = "D" SeismicDC = "8" in Rpitch = 5- ft Bay: 7.5ft Pspace = 5 ft flangepr = 2.5 flangeprb = 2.5 flangeps = 2.5 flangepsb = 2.5 flangep I = 2.5 flangep I b = 2.5 flangep2 = 2.5 flangep2b = 2.5 flanger = 1.75 flangei = 2 flanges I = 1.5 flanges2 = 1.5 flanges4 = 1.5 flangeesl = 1.5 flangees2 = 1.5 flangees4: 1.5 flanged = 2 Flangee I = I.S flangee2 : 999 flangee4 : 999 flangeeel = 1.5 Flangece2 = 1.5 flangeee4 = 1.5 flangegs = 1.7 flangege : 1.7 7 Controllina Purlin Load PurlinLoad = 45 psf Lonaitudinal Strao Bracina SlrapsL : 0 T mnsverse Stma Bracina StrapsT : 0 Interior Partition Panel Ptpanel = "yes" Interior Lateral Bridaina Bridge = "yes" Gaugepr = 18 Interpr = 0.83 Gaugeprb: 18 Interprb : 0.83 Gaugeps = 18 Interps = 0.98 Gaugepsb = 18 Interpsb = 0.83 Gaugepl = 18 Inlerpl : 0.71 Gaugeplb = 18 Interplb = 0.57 Gaugep2 = 18 Interp2 = 0.39 Gaugep2b = 18 Interp2b = 0.31 Gauger: 12 Interr = 0.86 Gaugei = 16 Interi = 0.92 Gauges I = 18 Inlersl : 0.14 Gauges2 = 12 Inlers2 = 0.76 Gauges4 = 12 Inters4 = 0.93 Gaugees I = 18 Interesl = 0.18 Gaugecs2 = 12 Intercsl = 0.8 Gaugecs4 = 12 Inleres4 = 0.99 Gauged = 16 Interd : 0.37 Gaugeel = 18 Intere I = 0.26 Gaugee2 = 999 Intere2 : 2.49 Gaugee4 = 999 Intere4 : 2.72 Gaugece I = 18 Intereel = 0.35 Gaugece2 = 12 Intercel = 0.83 Gaugeee4 : 12 Interce4 = 0.9 Gaugegs : 12 (ntergs = 0.62 Gaugege = 16 Interge = 0.86 7/13/2006