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HomeMy WebLinkAbout36095-ZTown of Southold Annex 54375 Main Road Somhold, New York 11971 CERTIFICATE OF OCCUPANCY 8/16/2011 No: 35146 Date: 8/16/2011 SCTM #: 473889 Subdivision: THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 3255 BAY SHORE RD GREENPORT, Sec/Block/Lot: 53.-6-8 Filed Map No. conforms substantially to the Application for Building Permit heretofore 12/6/2010 pursuant to which Building Permit No. Lot No. filed in this officed dated 36095 dated 12/15/2010 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory two car garage as applied for per ZBA #6409, dated 10/7/10. The certificate is issued to Basilice, Dahna (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 36095 7/5/1 ^ VAuthor~ed Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 36095 Z Date DECEMBER 15, 2010 Permission is hereby granted to: VINCENT P BASILICE 3400 NESCONSET HWY STE107 EAST SETAUKET,NY 11733 for : CONSTRUCTION OF AN ACCESSORY GARAGE PER ZBA DECISION #6409 AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 053 pursuant to application dated DECEMBER Building Inspector to expire on JUNE 3255 BAY SHORE RD GREENPORT Block 0006 Lot No. 008 6, 2010 and approved by the 15, 2012. Fee $ 348.40 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOV~N OE SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey °f pr°pertY with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. ' 2. Final APproval from Health Dept. of water supply and sewerage_disposal (S_9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Pl.anning 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 °f pr0perty 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, Swinm'fing pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $ 100.00 3. Copy Of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New ConstrUction: Old or Pre-existing Building: Location of Property: _ 3~-~- ~ ~ House No. Street Owner or Owners 0fProperty: ~ c~x& ~ (check one) t Hamlet ... Suffolk County Tax Map No 1000, Section Subdivision Permit No.. 90 eS)<~ Health Dept. Approval: 'Planning Board Approval: Date ofPermit. Filed Map. Lot: Applicant: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box l 179 Southold~ New York 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765 9502 ro.qer, richer/~town southo d ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Vincent Basilice Address: 3255 Bay Shore Rd City: Greenport St: NY Zip: 11944 Building Permit #: 36095 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: C & S Power Corp License No: 31697-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: detached garage Ceiling Fixtures [~ HID Fixtures Wall Fixtures 121 Smoke Detectors Recessed Fixtures~ CO Detectors Fluorescent Fixture ~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures L~ TVSS Notes: Inspector Signature: Date: July 5 2011 81-Ced Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 sPECTION T [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY IILSPECTION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE RESISTANT COflSTRUCTIOfl [ ] FIRE RESISTANT PENETRATION REMARKS: ~'~-~ ~_~"~ // DATE INSPECTOR '/~ ' OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~ ] FIRE RESISTANT PENETRATION / [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE _~/ INSPECTO~ "~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. INSULATION ~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:~ - - ~-- ~o~ -, ~ DATE ~' '- i 0 --// Ru~ 15 2011 i:05PM EGM Construction 584?843 pa~e 2 Insulated Pan~ls 8/11/11 Ray Leach Ocaansafe 720 Julia 8treat New Orleans, LA 70130 Re; Vhtcent Basilica Garage Mr. Leech, Pereuant to your request, the pLirpose of this letter la to aoknowladge that Klrtgspan'$ Insulated IAehLI Wa~l Pamela meet or ex=ced the requ[remeilts of both the 2010 New Yo~k St_=_te Building Code and the 2006 International Bullcllng Code. All of our panels are Claes I rated panels and meet code requirements for flen~e spread and smoke generation. if you have further questions, please feel Ires to contact me. $1n0erely, LEED Green Associate Klngepan Iitsulated Panels, Inc. AUG 1 5 2011 BilG DEPT. TOWN Of SO!',IHOtD 726 Sumn,.crhill Dr., Dcllmd, FI, 32?24, USA 3~6-626-6789 p 3~7 ~ ~0 MO~ R~, ~t~ CA 9~ USA 2~-~ I-~1 p ~9-~3 I,~ f 5~-232~ SI., Lan~l~, B.C. V4W ~, ~ 6~-6074 101 p ~1~-1142 f TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c Expiration TOV,/N 0[ SOUTHOtD PERMIT NO. BLDG. DEPI. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Checl~~O, 0 o~ "Sl.i Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: ing Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 200? 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 ~reas, 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 ~hall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (~l~iling address of applicant) e [ [~ ~/ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location~ 2-5'~-°f land,.~_~,$~o/~on which proposed~vork will be ~'('q~°O°d°ne:[~r~ o,,.'4---__ House Number Street Hamlet County Tax Map No. 1000 Section da: -~3 -~-~ Block Subdivision Filed Map No. (Name) Lot Lot 2. State existing use and occupancy of premises and intended u~cupancy of proposed construction: a. Existing use and occupancy 0~'~ ~r~lt~ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost ~( c~'O ~'~ Fee 5. If dwelling, number of dwelling units If garage, number of cars ,,q- Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Sto,des 8. Dimensions of entire new ebnstruction: Front Rear Height Number of Stories Depth Rear 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES __ NO__Will excess fill be removed from premises? YES__ NO __ 14. Names of Owner of premises [/~ q~"~7'-~*c(' ~ Address ~/~'~[' ~f ~k,~ .... Phone No. ~'-/G - ~'"2-'/-;)O ~ e~ Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~" * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) % /- ss: COUNTY OP~4 ~J~vxc~,'x~ ./~3. c2~_%I' [(C-~-~- being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ..~0 day of Notary Public VICKI TO'IH NotapJ Public. State_ of ~ew ¥oi'k No. 01T06190696 Qualified in Suffol~ ~y~ l ~.-- Commission F..xpires lu y Signature of Applicant TOWN OWNER FORMER OW/!~E.R _ RES. ~ I0 S~S. L~ND IMP. NEW NO~L Form Acre Tiffoble ] Tillable 3 SwompJand~ BrusNIond Hou~ Plot OF SOUTHOLD P~OPERTY RECORD CARD VILLAGE W DISTRICT S:. ACREAGE , 3~/ / TYPE OF BUILDING VL. FARM TOTAL DATE BUILDING CONDITION BELOW ABOVE Value Per Acre Value FRONTAGE ON WATER FRONTAGE ON ROAD BULKHEAD DOCK hA. Bldg. [xtension Extension ~xtension ?~=~ _Breezewey Porch Finish Heat Roof Type Rooms 1st Floor Rooms 2nd Floor Dor ,r Porch Town Hall Annex 54375 Main Road P.O. Box 1179 ~outhold, NY 11971-0959 Telephone (6~1) 765-1802 ro. er Bl.rtl~r~ING DEPARTMF2qT TOWN OF SOUTHOLB APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ~,'~ ~fi~ ~)~ Company Name: Name: License No.: No.: JOBSITE INFORMATION: (*Indicates required information) *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: *BRIEF DESCRIPTION OF WORK (Please P~int..Clearty) Lot: (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed} *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase (~/~ Roughln ~ YES NI~.~ 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead .PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ERIC J. BRESSLER ABIGAIl, A. WICKHAM LYNNE M. GORDON JANET GEASA LAW OFFICES WICKHAM, BRESSLER, GORDON & GEASA, P.C. 13015 MAIN ROAD. P.O. BOX 1424 MA I'TITUCK. I,ONG ISLAND NEW YORK 11952 631-298-8353 TELEFAX NO. 631-298-8565 wwblaw~aol.com March 29, 2010 WILLIAM WICKHAM (06-02) 275 BROAD HOLLOW ROAD SUITE 111 MELVILLE. NEW YORK 11747 631-249-9480 TELEFAX NO. 631-249-9484 Attn: Ms. Connie Bunch Town of Southold Building Department P.O. Box 1179 Southold, New York 11971 Re: Property owned by Dahna M. Basilice - Notice of Disapproval Premises: 3255 Bayshore Road, Greenport, New York SCTM# 1000-53-6-8 Dear Connie: Enclosed is our firm's check in the amount of $50. payable to the Town of Southold for an updated Notice of Disapproval, which was originally issued in connection with construction of an accessory garage (copy enclosed) at the above premises. Very truly yours, Abigail A. Wickham ,4,t ~;dm encl. 30, shdbd BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · EO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 ° Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINA'I MEETING OF OCTOBER 7, 2010 OCT Z ZOiO ION B[DG. DEPT. TOWN OF SOUTHOtD ZBA FILE # 6409 NAME OF APPLICANT: Dahna M. Basilice PROPERTY LOCATION: 3255 Bayshore Road (adj. to Peconinc Bay) Greenport, NY SCTM#1000-53-6-8 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 July 13, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: The variance relief requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is a non-conforming 10,848 sq. fi. lot in the R-40 zone. The parcel is improved with a one story dwelling, attached patio and hot tub and an accessory shed. It has 75 feet of frontage on Bayshore Rd., 144.86 feet along the northern property line, 75 feet on Peconic Bay and 144.42 feet on the southern property line as shown on the survey dated January 4, 2010 prepared by John T. Metzger, LS. BASIS OF APPLICATION: Request for Variance from Code Sections 280-15, based on an application for building permit and the Building Inspector's May 4, 2010 Notice of Disapproval concerning proposed construction of accessory garage, at 1) less than the code required side yard setback of 20 feet, 2) less than the code required front yard setback of 35 feet, 3) more than the code required maximum lot coverage of 20%. RELIEF REQUESTED: The applicant proposes to remove the existing shed and construct a 519 sq. ft. accessory garage requiring variances for a proposed 15 foot front yard setback where the code requires 35 feet, proposed 5 foot side yard setback where the code requires 20 feet and proposed lot coverage of 26% where the code allows a maximum of 20%. ADDITIONAL INFORMATION: At the Public Hearing the Board requested the agent to provide information regarding setbacks and lot coverage for garages on other properties in the neighborhood and the location of the water line for the subject parcel. On September 28, 2010, the Board received the requested information. Under a prior appeal #4678 the applicant was granted lot coverage of 25%. Page 2 - October 7, 2010 ZBA File#6409 - Basilice GTM: 1000-53-6-8 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application September, 23, 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: L Town Law §267-b(3)(b)(1). Grant of the alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. There are several homes in the neighborhood with garages located in the front yard of their properties because their rear yards are fronting the water. The proposed accessory garage will be totally screened from view from the street and side yard by existing, mature evergreen vegetation. 2. Town Law §267-b(3}(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 because the lot is small and located on the water which further restricts the placement of an accessory structure on the property. Furthermore, the location of the existing house makes the location of any accessory structure in the front yard require a variance. 3. Town Law §267-bO)(b)(3). The alternate relief for the side yard setback granted herein is substantial representing a 60% variance from the code required 20 feet,. The variance requested for the front yard setback is a 57% variance from the code requirement of 35 feet and is also substantial. However, due to the existing location of the dwelling and the water line for the house from the street, the proposed location is the only feasible place for an accessory garage. The proposed increase by 1% in the existing 25% lot coverage is not substantial on this small, 10,848 sq. ft. non-conforming lot 4. Town Law l~267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The agent for the applicant provided documentation that shows similar setbacks on the properties within 500 feet in both directions from the subject property. 5. Town Law 1~267-b(3)(b)(5). The difficulty has been self-created. This property has had the benefit of two prior variances, the first in 1996 (appl # 4409) was for an addition to the rear (water side) of the house extending the setback from 53 feet to 49 feet. This addition was never built. The second variance (appl # 4678) was for an existing raised patio that exceeded the minimum lot coverage by 5% and reduced the setback from the bulkhead from 53 feet to 20 feet. However, this request is for a proposed accessory garage in the conforming front yard requiring front and side yard setbacks and a 1% additional increase in lot coverage that are common in this neighborhood of small waterfront properties. 6. Town Law §267-b. Grant of altemative relief, is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a two car garage 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 Goehringer, and duly carried, to GRANT the requested variance for the front yard setback and lot coverage as applied for. DENY, the 5 foot side yard setback as applied for, and GRANT ALTERNATIVE RELIEF as noted below: 1) The side yard setback shall be 8 feet from the property line. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final survey conforming to the alternative relief granted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay Page 3 October 7, 2010 ZBA File#6409 - Bas ice C:I'M: 1000-53-6-8 or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. 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 I'?eisman (Chairperson), Goehringer, Dinizio, Schneider. (Member Homing by telephone, no voting rights) This Resolution was duly adopted (4-0). Leslie Kanes Weisman, Chairperson Approved for Filing/~0 / f,,~/2010 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March31,2010 TO: Dahna M. Basilice 3255 Bayshore Rd. Greenport, NY 11944 Please take notice that your application dated March 29, 2010: For permit to construct accessory garage at: Location of property: 3255 Bayshore Rd. Greenport, NY County Tax Map No. 1000 - Section 53 Block _6 Lot 8 ls returned herewith and disapproved on the following grounds: The proposed accessory garage, on this non-contbrming 10,890 square foot lot in the Residential R-40 District is not permitted pursuant to Article III Section 280-15; lots measuring 10,000 to 19,999 square feet, require a minimum side yard setback of 20 feet and maximum lot coverage of 20%. Additionally, in the case of waterfi'ont parcels, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the principal t?ont yard setback... The survey shows a side yard setback of 5 feet (20 required), and front yard setback of 15 feet (35 feet required) with lot coverage of 33.3% +/- (20% required). Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 4, 2010 TO: Dahna M. Basilice 3255 Bayshore Rd. Greenport, NY 11944 Please take notice that your application dated November 30, 2009: For permit to construct accessory garage at: Location of property: 3255 Bayshore Rd. Greenport, NY County Tax Map No. 1000 - Section 53 Block 6 Lot _8 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this non-conforming 10,890 square foot lot in the Residential R-40 District is not permitted pursuant to Article III Section 280-15; lots measuring 10,000 to 19,999 square feet, require a minimum side yard setback of 20 feet and maximum lot coverage of 20%. Additionally, in the case of waterfront parcels, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the principal front yard setback... The survey shows a side yard setback of 5 feet (20 required), and front yard setback of 15 feet (35 feet required) with lot coverage of 26% +/- (20% required). Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Sonthold Town Building Department. CC: file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 1, 2009 TO: Dahna M. Basilice 3255 Bayshore Rd. Greenport, NY 11944 Please take notice that your application dated November 30, 2009: For permit to construct accessory garage at: Location of property: 3255 Bayshore Rd. Greenport, NY County Tax Map No. 1000 - Section 5~3 Block 6 Lot 8 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this non-contbrming 10,890 square foot lot in the Residential R-40 District is not permitted pursuant to Article III Section 280-15; tots measuring 10,000 to 19,999 square feet, require a minimum side yard setback of 20 feet and maximum lot coverage of 20%. Additionally, in the case of waterfront parcels, accessory buildings and structures ma,/be located in the front yard, provided that such buildings and structures meet the principal front yard setback... The survey shows a side yard setback of 5 feet (2.0 required), and front yard setback of 15 feet (35 feet required) with lot coverage of ~-,,~/o +/- (20% required). Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. TOWn of Southold Erosion, SedimentatiOn & Sltorm.Water Run-Off ASSESSMENT FOR'" PROPER~F LOGATJ0N:  THE FOLLOWING AGTIONS MAY m=n.m= THE ~m--~ea~mM SCOPE OFWORK - PROPOSED constn~fm ac~h~. PROVIDE BRI~' PRO. IF, CF D~ON It ~sp~ed bY a quN~ed De$1~ Pro~e~k~d Ucer~ed ~ i~w e~k ~ # / wo~'[ Generated by a 'l~m (2') Inc~ Rabfall °n Slte? Item sh~l Include all Prolx~ed Grade Cheng~ and slopes ~ Surface Water Fk~. Does the ~te Plan and/or Su~ey desc~e the erosion item must be reslntorned t~oughout the Er~re Excavation where Ihere b a chaoge to ~he Natura~ Ex~ Grade inv~ mom than 200 CuINc Yards of ~ate~a! w~t~n any Parcel? . 5 Will this Application Require Land Di~urbing Activities Encompassing an Area in ExCeSs of Five Thousand (5.000'S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through.the Site? Is thL~ Project within the Trustees ju~isdlc~n or wilhln One Hundred (100~} feet of a Wetland Or Beach? 7 v~h~there be Site preparation on E~sfing Grade Sinpes ch Exceed F~fleen (15) feet of Vertical Rise to One Hundred (100') of H0rizontal Oistar!ce? 8 W~I Driveways. Pmklng Neas Orother Impervious Sur[acas be Sloped to Direct Storm*Water into and/or In the dlrecffonof a Town right.of-way? 9 wa th~s Project Requ~.the R~ememo~k~ater~at Rem~va~ of Vegetaltm and..~r the c,~mslmc~on ~ any It. em ?lhlll Ihe Town Rlght.~Way or Road ,Sl.~:¢lk:ler Sworn to bef.~.~__~s; ...................... .(.....~ .............. d~y ~ ................ ; ............. ~0,L.b Nota~'y P~blic: ..... ~.~......[~..~.,._~. ,~ ..................... 8TATE OF NEW' YORK, ~:. ,~.,,~ ~.~, ~ COUNTY OF ....,.~....:; ......... ,SS OONNIE D. BUNOH .......... ~'a'~'~ ~) .................. ~mg ouly sworn, .~po~s an. says t~ute~ And that he/she is the Comml~lon 6xplf~ . {O~v~. c~ma~or. ~ Co~x~ae Omc~. e~) ......................................... Owner and/or representative of the Ovmer or Owners, and is duly authorized to perform or have performed the said work and make and Se this application; that aiJ s~atemenl~ contained in ll~ appl~ca6on are true to thc b~t offs knowledge ~nd beiie~ and that the work will be performed in the manner set forth in the applica~on ged hep~w~th. FORM - 06/10 (Signature of LOT COVERAGE EXIS TING HOUSE - 2215 sq. ff. SHED 102 sq. ft 2315 sq. ft. 2515110848 sq. ft~ PROPOSED HOUSE - 2213 SHED TO BE REMOVED PROP. GARAGE 621 sql/. 2854 scl fl 2834/10848-- 2'~ ~0% ~ 56 AREA= 10848 sq./l. 1o tie //ne CERTIFIED TO~ VINCENT BASILICE BAHNA BASILICE LOT NUMBERS ARE REFERENCED TO 'AMENDED' MAP A - PECONIC BAY ESTATES" FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK AS MAP NO. 1124 ISLAND VIEW LANE FLOOD ZONES FROM FIRM 36103C0159 H (9/25109 N SURVEY OF PROPERTY A T GREENPOR T TO WN OF SOUTHOLD SUFFOLK COUNTY, N Y. 1000-53-06-08 Scale: I" = 20' Jan. 4, 2010 NOV. 3, 2010 (PROP. GARAGE) ~,~ · .~tcot~c su~~2~., s fL~~ (631) ~65 - 50Z¢ ~1~ ~ - 1797 P. O. BOX 909 1230 TRAVELER STREET ~ ~ ~ SOUTHOLD, N.Y. 11971 ~--~10 LOT COVERAGE EXIS TING HOUSE 2215 sq. fh SHED 102 sq. ff 2315 2315110848 sq. ft~ 21.3% PROPOSED HOUSE -' 2213 SHED TO BE REMOVED PROP. GARAGE 621 s~ff. 2554 se f/ ~854/10848 = ~'~ AREA= 10848 sq. ft. lo tie line LOT NUMBERS ARE REFERENCED TO 'AMENDED, MAP A - PECONIC BAY ESTATES' FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK AS MAP NO. 1124 56 ISLAND VIEW LANE 56 CERTIFIED TO~ VINCENT BASIL/CE BAHNA BASIl_ICE FLOOD ZONES FROM FIRM 36105C0159 H f9/25/09 RECEIVED DEC 6 2010 BOARD OF APPEALS N .ZBA FINAL HAp SURVEY OF PROPER T Y A T GREENPOR T TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. 1000-53-06-08 Scale, 1" = 20' Jan. 4; 2010 NOV. ~ 2010 ¢PROP. GARAGE) ~ ~co~c s~ P. O. BOX ~0~ 1~30 TRAVELER STREET L.o'r N,u,~.~5 ~ ~'~,~ 'FO I LOT COVERAGE EXIS TING HOUSE 2215 sq. ff. SHED 102 sq. ff 2515 sq. ft. 2315110848 sq. ft~ 21.3% PROPOSED HOUSE - 2215 SHED TO BE REMOVED PROP. GARAGE 621 s~tt. 2834 sq. ff 2854/10848 = 26% AREA= 10848 sq. fl. to lie line LOT NUMBERS ARE REFERENCED TO "AMENDED. MAP A - PECONIC BAY ESTATES' FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK AS MAP NO. 11~4 56 ISLAND VIEW LANE 56 CERTIFIED TO' VINCENT BASILIC~ 8AHN,~ 8ASILICE FLOOD ZONES FROM FIRM 36103C0159 H f91~5109 RECEIVED DEC 6 2010 BOARD OF APPEALS N SURVEY OF PROPER TY A T GREENPOR T TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y 1000-53-06-08 Scale: 1" = 20' Jan. 4; 2010 NOV. 3, 2010 {PROP. GARAGE? ~ ~631; ?65 - P. O. BOX 909 ;230 rRAVFLER ~rREEr ---- OCEANSAFE® HI-PERFORMANCE GREEN BUILDING SYSTEM Testing and Accreditation May 2011 ww. vy.oceaD_safes~ee_is p com Dear Sirs, / OCEANSAFE' Oceansafe panels have been extensively tested for compliance with various industry standards and building safety codes. This booklet describes the testing that we have participated in and the conclusions gathered accordingly. Please see the information enclosed: I. International Code Council Testing II. Additional Testing Fire Performance, Thermal Transmission, Air Infiltration, Water Penetration, Structural III. Definitions As CEO of Oceansafe, I look forward to providing the Kurdistan Region with new Green High Performance Technology, factory development and employment opportunities. The Oceansafe Steel Structural Insulated Panel is wind tested to greater than 160 mph, energy efficient, mold and varmint resistant, seismic rated and include a 10 year warranty from American International Group (AIG) against natural disasters. Homes can be built quickly as demonstrated by the models and with light weight construction equipment. Build times are reduced to approximately 20% or less than current traditional build times. When reduced building times, reduced energy costs, and the inherent benefits of Oceansafe are factored into the equation, Oceansafe becomes a practical and economically sound decision for the Kurdistan Region. Please let us know if there are any questions or additional information required. Best Regards, Vincent P Basilice, MD CEO Oceansafe May 2011 ww~:oc~sn~a~es_tCe!s!p:com International Code Council (ICC) Testing and Compliance May 2011 www.oceans~afesteeis_i~.co~ ICC-ES Evaluation Report ESR-3238 Issued May 1, 2011 This report is subject to re-examination in one year. www. icc-es.org I (800)423-6587 I (562)699-0543 DIVISION: 07--THERMAL AND MOISTURE PROTECTION Section: 0741 O---Metal Roof and Wall Panels REPORT HOLDER: OceanSafe Housing 3255 Bayshore Road Gmensport, New York, 11944 USA vpb{~,oceansafesteelsip.com EVALUATION SUBJECT: OS CORE PANELS OSPIIOSP2) (0S20130130-1130.2190 and 1.6 EVALUATION SCOPE Compliance with the following code: 2006 International Building Code® (iBC) Properties evaluated: · Structural · Fire resistance 2.0 USES OS CORE PANELS are used as interior or exterior nonload-bearing wall, ceiling or roof panels. The 0S20130130-1130-2 panels am interior or exterior nonbearing wall or ceiling (OS30/30-1/30-2 only) panels used at locations where combustible, nonfire-resistance- rated building construction is permitted by the IBC. For use as exterior walt panels where noncombustible constmcfion is required, the panels shall conform to Section 4.5 of this report. The OS90 panels are for use as roof panels in combustible nonflrs-resistance-rated construction. 3.0 DESCRIPTION 3.1 General: The OS CORE PANELS are factory-assembled sandwich panels with metal facings and a foamed-in-place foam plastic com. The OS20130/30-1/30-2 panels are available in thicknesses of 2 to 6 inches (51 to 152 mm) and are 42 inches (1067 mm) wide and up to 50 feet (15 240 mm) long. OSPf/OSP2 panels are available in 2- to 3-inch (51 to 76 mm) thicknesses in 24-, 30- and 36-inch (610, 762 or 914 mm) widths, and in lengths up to 36 feet (11 m). The OS90 panels are available in thicknesses of 1.5 to 6 inches (39 to 152 mm) and are 395/8 inches A Subsidiary of the International Code Council® (1000 mm) wide and up to 50 feet (15.2 m) long. The "V" and "H" designations on the OSPll OSP2 panel indicate the vertical and horizontal orientation of the longitudinal edges of the installed panel. Panels are formed with either a single or double tongue-in~Jroove interlocking longitudinal edge, and straight ends. Panel extedor and intedor liners are available in the profiles noted in Table 1 and shown in Figure 1. 3.2 Panel Core: The core is a polyurethane foam plastic designated BASF Elastopor 14000 sedes, which is covered under the quality control program. This foam plastic can be continuously foamed in place into the core of the panel or prepared for use in lamination of OSPI/OSP2panels. The cores have a nominal density of 2.5 pcf (40 kg/m3). The foam plastic has a maximum flame-spread index of 25 and a maximum smoke-developed index of 450 when tested in accordance with ASTM E 84. 3.3 Panel Facings: Panel facings, unless noted, are fabricated from No. 26, No. 24 or No. 22 gage [0.0187, 0.023 or 0.029 inch (0.475, 0.599 or 0.737 mm), respectively, base-metal thickness] steel conforming to ASTM A 653 SS Grade 33 with a Class G90 galvanized coating or ASTM A 792 SS Grade 33 with a Class AZ-50 galvalume coating. The panel facings ara also fabricated Eom 304 series stainless steel conforming to ASTM A 240 with a minimum yield strength of 35 ks{ (241 MPa). The stainless steel panels ars formed Eom steel having a base-metal thickness of No. 26, No. 24 or No. 22 gage [0.0175, 0.0225 or 0.0295 inch (0.44, 0.57 or 0.75 mm), respectively]. Panel facings for OSPII OSP2 panels may also be fabricated from aluminum with a thickness of 0.040 inch (1 mm) exterior, and 0.025 inch through 0.032 inch (0.64 mm through 0.82 mm) interior, Grade 3003 H14 or better. The panel facings are available with various finishes, such as KynarTM, ceramic polyester, and Plastisol XL applied over an epoxy primer. The finishes have a Class A flame-spread classification and a smoke density not exceeding 450 in accordance with IBC Section 803.1. The panel facings are available in four configurations: Minor Rib, Flat, Striated, and Fluted. The minor db is 1/8 inch by 1 inch (3.2 mm by 25.4 mm) and is spaced 31/2 inches (89 mm) on center. 3.4 Fasteners: The fasteners used to attach the panels to steel supports with clips are 1/4~t TEK 3 HWH corrosion-resistant screws, 1 to 6 inches (25.4 to 152 mm) long; or 12-24 TEK 5 HWH ESR-3238 I Most Widely Accepted and Trusted Page 2 of 9 1- to 3-inch-long (25.4 to 76 mm), corrosion-resistant, self-tapping, self-drilling screws. The clips ara fabricated from No. 16 gasg,, e [0.0157 inch (0~4 mm)] galvanized steel, and have two /~s-inch-diameter (7.9 mm) predrilled holes. The #7 series clips are fabricated from No. 20 gag~e [0.036 inch (0.91)], 304 2B stainless steel with three~/16-inch- diameter (7.9 mm) predrilled holes, or No. 16 gage [0.0157 inch (0.4 mm)] galvanized steel with one s/16-inch-diameter (7.9 mm) hole. OSP1/OSP2 panels are attached with #12, or #13 clips, depending on the panel thickness. The #7 clips are used with OS90 panels. Figure 2 illustrates clip configurations and dimensions. The ~/4-14 TEK 3 HWH self-tapping, self-drilling-screw through-fastener is used without the clips, and must be of sufficient length to penetrate through the steel supports. The Fab-Lok® FAS/FAC 10-4, 10-8 and 10-12 fasteners are expansion fasteners used to attach the panels to steel supports. Steel support thicknesses must range between No. 16 gage [0.0598 inch (1.5 mm)] and 5/~s inch (8 mm). Figure 2 illustrates panel clips. 3.5 Sealant: Non-skinning butyl sealant is used for panel joints and tdm. Sealants must conform to AAMA Voluntary Specification and Test Methods for Non-drying Sealants (AAMA 809.2-92). The sealant is applied to clean and dry surfaces at temperatures ranging from 40°F to 120°F (5°C to 49°C). 4.0 INSTALLATION 4.1 General: The individual panel spans are in a single-span condition between supports. On wall installations, the panels are placed with the tongest longitudinal joint oriented in the vertical or horizontal position. The panels are erected from either left to dght or from bottom to top, leading with the male edge. The panels are fastened to structural support members by means of clips and mechanical fasteners, as described in Section 3.4 of this raport. The structural support members must have a minimum width of 2~/2 inches (63.5 mm). The clips and fasteners are used with single or double tongue-in-groove panels. Joints are installed as shown in the Figure 3 connection details. AS an alternative, panels can be installed using the through- fasteners to attach panels to structural members with 1/4-14 TEK 3 HWH self-tapping, self~ldlling screws that penetrate through the panel's metallic facings into the structural member, as shown in Figure 3. A ~/4-inch (6.4 mm) bead of butyl sealant is factory- or field-applied into one or both of the grooves of the panel side joints. Sealant is applied to side joints of adjacent panels pdor to the panels' being engaged. Panels are firmly interlocked to make continuous contact with the sealant. Erection proceeds along the wall elevation, with installation of successive panels being in accordance with the manufacturer's installation instructions. Provided the sealants and application of the sealants are satisfactory to the code official, panels exposed to weather do not require a weather-resistive barder in accordance with Section 1405 of the IBC or roof covering in accordance with Section 1503 of the IBC when panels are installed with sealant as specified in this section (Section 4.1) and are flashed. Ftashing must be placed in accordance with Section 1405.3 of the IBC on both ends of panels when installation is at the building's base, and at eaves, openings, and horizontal and vertical corners. The flashing and trim are attached to the panels using ~/4-inch (6.4 mm) 14 TEK I HWH (Stitch tek) or No. 10 by 3/4-inch (19 mm) Phillips pan-head, self-tapping, self-drilling manufacturer's installation guide. Figure 4 shows typical installation details. 4.2 Roof Panels: 4.2.1 OS90 Panels: OS 90 roof panels are instalred at a minimum slope complying with the requirements for standing seam roof systems in Section 1507.4.2 of the IBC, and are attached to structural members at each panel side joint, using the specified clips. Butyl sealant is placed at each underlying panel side lap before the adjacent panel covers the joint. Each clip is secured to the structural support member using No. 14, TEK 3, self-tapping fasteners, or through-fasteners. See Figure 4 for installation details. 4.2.2 Additional Considerations: Panels without coverings are Class A roof covedng assemblies. Class A roof coverings complying with Section 1505.2 of the IBC are permitted to be installed over the panels. The fasteners must be of sufficient length to penetrate through the panel skins. Underlayment and flashing are installed in accordance with the IBC, or a current evaluation report. 4.3 Allowable Load Capacity: The allowable positive and negative panel out-of-plane (transverse) loads for panels installed over a single span are based on panel stiffness, thickness, strength and fastener capacity as set forth in Tables 2 through 4. The fastener capacity in the applicable substrate is outside the scope of this report. The allowable spans for the OS30 panels used as ceiling panels are noted in Table 5. 4.4 Combustible Construction: Panels having thicknesses of 1~/2, 2, 24/2, 3, 4, 5 or 6 inches (51,63.5, 76, 102, 127 or 152 mm) are permitted to be used in combustible construction. 4.5 Noncombustible Exterior Wall Construction: OS20/30/OPS1 and OSP2 series wall panels using BASF Elastopor 14000 series insulation and having a 3-inch (80 mm) maximum thickness are permitted to be used in exterior, nonload-bearing, noncombustible, nonfira- resistance-rated, mulflstory wall construction. Panels with aluminum facings must be installed with the ~panel length oriented hodzonfally over steel framing, and °/s-inch thick (15.9 mm) Type X gypsum wallboard installed on the interior side of the sfael wall fTaming. Wall stud cavities at floor-to-wall joints must be blocked with 4 Ib/ff3 density (64 kg/m3) mineral wool batt insulation. Wall openings must be framed with steel having a minimum 0.0179-inch (0.45 mm) base-metal thickness. 5.0 CONDITIONS OF USE OS CORE PANELS (0S29130130.1130-2190 and OSPI/ OSP2) described in this report comply with the code indicated in Section 1.0 of this report, subject to the following conditions: 5.1 Panels must be installed in accordance with this report and the manufacturer's published installation instructions, a copy of which must be available at the jobsite. 5.2 Panels installed on walls must be limited to nonload-bearing wall applications. 5.3 Plans and details on wall and roof framing and panel attachments must be approved by the building official before panel installation. 5.4 The OS 20130/90/0SP1 & OSP2 panels with steel ESR-3238 J Most Widely Accepted and Trusted Page 3 of 9 thermal barrier required by IBC Section 2603.4. The panels with aluminum facings must be installed with a thermal harder complying with the applicable code, unless the panels with panel facings of minimum 0.032-inch-thick aluminum are installed as permitted in accordance with the provisions in IBC Section 2603.4.1.2, 2603.4.1.3 or 2603.4.1.4. 5.5 Construction plans and calculations for actual loading conditions must be submitted to the code official for approval. 5.6 Roof panels are permitted to be part of a Class A roof covering assembly as described in Section 1505.2 of the IBC and Section 4.2.2 of this report. 5.7 Panels are fabricated by Oceansafe Housing at its manufacturing facility in Modesto, California, under a quality control program with inspections by Columbia Research & Testing Corporation (AA-527) and FM Approvals (AA-653). 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Sandwich Panels (AC04), dated October 2009, the ICC-ES Acceptance Criteria for Sandwich Panel Adhesives (AC05), dated June 2005, and the ICC-ES Acceptance Criteria for Foam Plastic Insulation (AC12), dated February 2007. 6.2 Reports of tests in conformance with (ASTM E 84-84), 26-1 NFPA 259, 26-3, 26-6 (ASTM D 1929-68), 26-9 and 15-2. 7.0 IDENTIFICATION Each panel is identified by a label indicating the name of the manufacturer (Oceansafe Housing); product name and type; foam plastic insulation type; facing gage; names of the inspection agencies (Columbia Research & Testing, and FM Approvals); flame-spread and smoke-developed ratings; and the evaluation report number (ESR-3238). Clips and caps, used as accessories, must be identified with the name of the manufacturer (Oceansafe Housing); the product name and type; and the evaluation report number (ESR-3238). Sealants must be identified with the name of the sealant manufacturer; the product name and type; and the sealant expiration date. TABLE 'F--OS PANEL PROFILES PANEL PROFILE~ DESIGNATION Exterior Interior OS30 Minor Rib, Striated, Flat Minor Rib OS20 Inverted Rib (Fluted) Minor Rib OSP1 And OSP2 Fiat, Striated Flat, Minor Rib OS90 (Roof) Rib= Shadowline Rib, Minor Rib ~See Figure 1 for profiles. 2The "V" and "H" designations indicate the vertical and horizontal orientations of the longitudinal edge of installed panel. 3Panels feature standing ribs spaced at 133/8 inches (340 mm) on center. TABLE 2--ALLOWABLE POSITIVE AND NEGATIVE TRANSVERSE LOADS FOR THE OS 20~30 WALL PANELS (L/~s0) (psf)~'='=''~'~ PANEL THICKNESS FASCIA/LINER STEEL THICKNESS 26126 GAGE (inches) Span ( f~,et ) 5 8 10 12 14 16 18 20 2 57 27 17 12 8 NP NP NP 21/2 72 36 24 17 12 8 NP NP 3 86 44 30 22 16 11 7 NP 4 109 59 40 28 20 16 11 8 5 126 70 46 32 23 18 14 11 6 137 75 49 34 25 19 15 12 For SI: I inch = 25.4 mm, 1 foot = 304.8 mm, I psf = 47.9 Pa. ~Wind pressure values are based on panels having No. 26 gage steel facing liners on both faces. 2Wind pressure is based on a single-span condition and L/~S0 deflection limitation. 3The allowable loads are based on the lesser of deflection, and panel strength, with consideration of the effects of fastener location and fastener-to-panel connection on the allowable negative loads. 4See Figures1 and 3 for panel profiles and fastening details. sNP = Not permitted. ESR-3238 I Most Widely Accepted and Trusted Page 4 of 9 TABLE 3--ALLOWABLE POSITIVE AND NEGATIVE TRANSVERSE LOADS FOR THE OS OSP1 And OSP2 WALL PANEL (L/~80) (psi)~'2'3~ PANEL THICKNESS FASCIA/LINER STEEL THICKNESS (inches) 22/22 Gage 22~26 Gage Span(feet) Span(feet) 8 7 9 11 5 7 9 11 2 63 40 27 18 54 28 17 11 2~ 78 51 32 22 64 33 20 13 3 92 61 43 32 90 58 40 29 TABLE 3A~ALLOWABLE POSITIVE AND NEGATIVE TRANSVERSE LOADS FOR THE OS OSPI And OSP2 ALUMINUM WALL PANEL (LI~8~) (psi)~'z'a~ PANEL THICKNESS FASCIA/LINER ALUMINUM THICKNESS (inches) 0.04010.032 0.04010.025 Span (feet) Span (feet) 5 7 9 11 5 7 9 11 2 53 30 18 12 47 28 16 10 2~/z 70 41 26 17 NP NP NP NP 3 81 49 32 22 NP NP NP NP For SI: I inch = 25.4 mm, I foot = 304.8 mm, 1 psi = 47.9 Pa. ~Wind pressure values are based on panels having interior and exterior facings as indicated above, and 36-inch-wide panels. 2Wind pressure is based on a single-span condition and L/la0 deflection limitaflon. 3The allowable loads are based on the lesser of deflection and panel strength, with consideration of the effects of fastener location and fastener-to-panel connection on the allowabre negative roads. 4See Figures 1 and 3 for panel profiles and fastening details. TABLE 4~ALLOWABLE POSITIVE AND NEGATIVE TRANSVERSE LOADS FOR THE OS90 ROOF PANELS (LI2~) (psi')1¢'3.4's PANEL THICKNESS FASCIA/LINER STEEL THICKNESS (inches) Span (feet) 5 8 10 12 14 16 18 20 l~/z 15 NP NP NP NP NP NP NP 2 52 13 NP NP NP NP NP NP 2~/~ 54 27 18 12 NP NP NP NP 3 65 33 23 16 12 NP NP NP 4 82 44 32 23 17 13 10 NP 5 95 53 39 29 23 18 14 11 6 102 59 44 34 25 19 15 12 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 psi = 47.9 Pa. ~Wind pressure values are based on panels having No. 26 gage steel racer liners on both faces. ~Wind pressure is based on a single-span condJtton and L/24~ deflection limitation. 3The allowable loads are based on the lesser of deflection, and panel strength, with consideration of the effects of fastener-location and ~astener-to-panel connection on the allowable negative loads. ~See Figures 1, 3, and 5 for panel fastening details. sNP = Not permitted. TABLE 5---ALLOWABLE SPAN FOR THE OS30 CEILING PANEL (feet)~'z LIVE LOAD PANEL THICKNESS (inches) (psi) 2 5 6 10 J 2~/z 3 4 9 11 12 15 17 19 For SI: 1 inch = 25.4 mm, I foot = 304.8 mm, 1 psi = 47.9 Pa. ~Single spans are based on panels having No. 26 gage steel facet liners on both sides. ~Panel deflection is limited to L/240. ESR-3238 I Most Widely Accepted and Trusted Page 5 of 9 FIGURE 1--PANEL PROFILE ~ 24 , ~0 , 36 2"- 3" % OSP 1 Flat Urethane Panel 24",30",36" OSP 2 Slriated Urethane Pealel I" 42" COVERAGE (1,067mm) * t { OS 20 Urethane Panel ~ I ' 42" COVERAGE (1,067mm) OS 30 ~ 2"- 6" OS 30 Flat Urethane Panel  42" COVERAGE (l,067mm) d.~ OS 30-1 2"- 6" OS 30-1 Urethane Panel 42" COVERAGE (1,067mm) ~ OS 30-2 2"- 6" OS 30-2 Striated Urethane Panel I" 39 3/8" COVERAGE (1,000mm) . ~,~. OS 90 OS 90 Urethane Panel 1 1/2" TO 6" FIGURE 1 - PANEL PROFILE ESR...3238 ~ Most Widely Accepted and Trusted Page 6 of 9 FIGURE 2--PANEL CLIP DETAILS 1/4 - 14 THROUGH FASTENER AT HIGH RIB OS 90 SERIES ROOF PANEL WITH THROUGH FASTENER # 2 PANEL CLIP WITH {2) 1/4 - 4 TEK 3 SCREWS W/O WASHER PER PANEL JOINT OS 20/30 SERIES WALL PANEL WITH #2 CLIP #7 SADDLE CI' IP WITI~4 1,/4 - 14 THROUGH FASTENER #1 OR #12 PANEL CL1,P, WlTH (2) 1/4 - 4 TEK 3 SCREW S W/O WASHER PER PANEL JOINT (#I CLIP SHOWN) OS 90 SERIES ROOF PANEL WITH #7 PANEL CLIP OSP 1 - OSP 2 PANEL WITH #1 OR #12 PANEL CLIP FIGURE 2 - PANEL CLIP DETAILS ESR-3238 ~ Most Widely Accepted and Trusted Page 7 of 9 FIGURE 2A--PANEL CLIP DETAILS #12 (16 GA. GALV.) ~ ~- 0.37 0.25 · 1.25 ~ #2 (]4 GA. GALV.) 0.37 -~ I~'~- 0.37 -~ 0.75 ~ ~°0'31(TYP) I ~ 00.28 #1 06 GA. GALV.) 0.88 00.28 1.50 0.81 0.75 #7 (16 GA. GALV.) o0.30 FIGURE 2A - PANEL CLIP DETAILS ESR-3238 ~ Most Widely Accepted and Trusted Page 8 of 9 FIGURE 3--PANEL FASTENING DETAILS 1/4" - 14 FASTENERS CL~P WITH (2) 1/4"- 14 FASTNERS (OS 20/30 SERIES PANELS ONLY) FIGURE 3 - PANEL FASTENiNG DETAILS ESR-3238 ~ Most Widely Accepted and Trusted Page 9 of 9 FIGURE 4---TYPICAL INSTALLATION DETAILS (WALL AND ROOF) RAKE-FASCIA NOTE: ROOF PANEL ENT)LAP MIN3 '¢JIDE SL, PPORT AT ~ /~ AND INSDE £KIN STANDARD EAVE WITH GUTTER RIDGE FIGURE 4 - TYPICAL INSTALLATION DETAILS (WALL AND ROOF) I1. Additional Testing Fire Performance, Thermal Transmission, Air Infiltration, Water Penetration, Structural May 2011 ~¢w _w,oc_¢_a n satest_ee~ls_i~,.co m Fire Performance: Oceansafe insulated panels have passedFactory Mutual FM-4880 Class I (including ASTM E84 andD 1929) and Multi-Story Fire Test NFPA 285. Thermal Transmission: Panels have been tested for insulating values in accordance with ASTM C236/C1363 methods. Air Infiltration: Panel joints have been tested for air penetration ina ccordance with ASTM E283. Water Penetration: Panel joints have been tested for water penetration in accordance with ASTM E331 and AAMA 501.1. Structural: Panels have been tested per ASTM E72 methods. Warranty: All products manufactured by Oceansafe Benchmark are warranted to be free from defects in material and workmanship fora period of two years from the date of shipment in accordance with the terms and conditions of our "Limited Warranty".The coverage period of the Limited Warranty may be extended by Oceansafe Benchmark at time of issue. Test Fire Thermal Performance/Res istance Weather & Vapor Barrier Procedure FM-4880 ASTM E84 CAN / ULC-S101 CAN / ULC-S102 CAN / ULC-S127 UL 263 NFPA 285 NFPA 259 ASTM C1363 ASTM E283 ASTM E331 Results Class 1 classification rating of insulated wall or wall and roof / ceiling panels,interior finish materials or coatings, and exterior wall systems without sprinkler protection Flame spread <25, smoke developed <450 Fire endurance tests: 10 min stay in place Flame spread: 20 Smoke developed: 55-200 for panel with facings Flame spread <500 for insulation core Classified as component of 1 hr or 2 hr fire-rated wall assembly Intermediate scale multi-story fire test: passed acceptance criteria Test method for potential heat of building materials 11,500 BTU/lb R = 4 - 27 °F - fi2 - hr/BTU Air teakage <0.01 CFM/ft2 at 20 psf pressure No uncontrolled water penetration at 40 psf differential ~ressure AAMA 501.1 No uncontrolled water penetration at 15 psf with liner seat broken Structural Miami-Dade Fatigue Tests Pressure Equalization Blast Load Miami-Dade ASTM E72 / E330 Cyclic test positive and negative wind loading to 20 pst ASTM E1233 AAMA 508-07 ASTM F1642 GSA TS01 N.O.A. 09-0713.01 DesignwallTM 2000 (expires May 20, 2014) N.O.A. 09-0713.02 DesignwallTM 4000 (expires May 20, 2014) Standard test methods of conducting strength tests of )anels The panels exceeded 2 million alternate cycles without failure or damage Panel horizontal and vertical joints exhibit rapid ~ressure equalization under +P5 pst cyclic pressure fluctuations Shock of 6 psi peak pressure and 42 psi-msec impulse 3ressure with no debris, fragments or components May 2011 www_.oceanss~estee_~s_~p p_om III. Definitions May 2011 v_¢WW.oceansafesteel¢ip.co¢~ FIRE This versatile full scale test is used to evaluate the flame spread potential of insulated roofs, roof panel systems, insulated walls and wall panel systems alone or in combination. The systemls) to be evaluated are installed on a corner structure 25' high with walls extending 38' and 50' from the corner. The fire exposure is 750 pounds of wood pallets stacked in the corner 1' from the walls and is allowed to burn for the 15 minutes duration of the test. To pass the test no fire can exit the limits of the structure--beyond the 38' or the 50' walls--during the 15 minute test while the pallet fire naturally develops. This test is accepted by various code bodies and insurance rating organizations and can be used by FM in lieu of FM 4450 tests. The ASTM E84-95 (25 foot tunnel) test method is intended to compare the surface flame spread and smoke developed measurements obtained from tests of mineral fiber cement board and select grade red oak flooring. The tests specimen surface (18 inches wide and 24 feet long) is exposed to a flaming fire exposure during the 10 minute test duration, while flame spread over its surface and densty of the resulting smoke are measured and recorded. Test results are presented as the computed comparisons to the standard calibration materials. The furnace is considered under calibration when a 10 minute test of red oak decking will pass flame out the end of the tunnel in five minutes, 30 seconds plus or minus or 15 seconds. Mineral fiber cement board forms the zero point for both flame spread and smoke developed indexes, while the red oak flooring smoke developed index is set as 100. This category covers fire test methods and acceptance criteria in CAN/ULC-SI01, "Standard Methods of Fire Endurance Tests of Building Construction and Materials." The ratings are expressed in hours and are applicable to floors, roofs, beams, columns and walls. The specifications for the materials and construction of the fire-resistive assemblies are details that directly relate to the established ratings. The hourly ratings apply only to the entire assembly. Individual components are designated for use in a specific system to achieve specified ratings. The individual components are not assigned ratings and are not intended to be interchanged between systems. When a test assembly complies with the acceptance criteria, a detailed description of the assembly, ifs performance in the fire test and other pertinent details, such as specifications of materials, Classification coverage and alternate assembly details are included in a report for the test sponsor. Sponsors may provide copies of the complete test report upon request. The report also contains a summary of important features of the rated assembly. CA N/ULC-SI01 requires loads applied to test samples to be calculated using the Limit States Design Method specified in the "National Building Code of Canada." The standard also requires May 2011 www.oce~n~s~t_~(sJp_:cg~ fire-resistive assemblies with ratings obtained from samples tested with applied loads less than the maximum calculated value to be identified as "Load Restricted." Assemblies tested with less than the maximum allowable Icad that would result from loading calculated using the Limit States Design Method are identified as "Load Restricted." The Percent Load Reduction and corresponding Load Restricted Factor for typical assemblies noted in Table I are based upon loading calculated in accordance with the Working Stress Design Method as compared to loading calculated in accordance with the Limit States Design Method. The calculations were performed for assemblies representing spans and member sizes of typical fire- test assemblies. The loads were calculated assuming a span of 4 m for floors and roofs and 3 m for walls. The "National Building Code of Canada" requires that buildings and their structural components be designed fo have sufficient strength and stability so that the factored resistance (~R} is greater than or equal to the effects of factored loads. The values for ~ and R are specified in the applicable Limit State Design Methods for concrete, masonry, steel and timber. Some fire-resistive designs are specified with a Load Restricted Factor. When using fire-resistive designs with a Load Restricted Factor, the factored resistance of the structural members or components should be reduced by multiplying the factored resistance by the Load Restricted Factor specified in the individual fire-resistive designs. The Load Restricted Factor should be applied to the factored resistance of all structural members or components, including, but not limited to, factored moment resistance (Mr/, factored shear resistance (Vt), factored tensile resistance (Tr) and factored compressive resistance (Cr). This method of test for surface burning characteristics of building materials is applicable to any type of building material that, by its own structural qualities or the manner in which it is applied, is capable of supporting itself in position or may be supported in the test furnace as described in this Standard (see Appendix AI or in a manner comparable to its recommended use. The following materials shall be tested and classified in accordance to CAN/ULC-SJ02.2: A Materials which cannot be tested as described in Clause 1.1 without the use of supporting material that is not representative of the intended installation; B Materials which, when tested in the manner described in Clause 1.1, melts or drips, or otherwise disintegrates and continues to burn on the floor of the test chamber; C Materials designed for use in a relatively horizontal position with only its top surface exposed to air; or D Thermoplastic materials. For matedal with a Iow thermal inertia which demonstrate anomalous behaviour in the test chamber (see Clause 9.2.4), the materials shall additionally be tested in accordance with CAN/ULC-S127, Standard Corner Wall Method of Test for Flammability Characteristics of Non- Melting Foam Plastic Building Materials. See Appendix C. For multilayer or composite materials in which only the surface materials melts or drips during the test and the remainder of the specimen remains self supporting, one test is conducted with May 2011 www.oceansafesteeJsip=co_m._ support and one test is conducted without support. An additional test in conformance with the requirements of CAN/ULC-S102.2, Standard Method of Test for Surface Burning Characteristics of Flooring, Floor Coverings, and Miscellaneous Materials and Assemblies, shall be conducted. Triplicate testing shall then be conducted and reported using the method that produces the highest Flame Spread Value (FSV). Where a material cannot be readily determined to be thermoplastic or thermoset, one test is conducted in accordance with this standard and one additional test in conformance with requirements of CAN/ULC-S102.2, Standard Method of Test for Surface Burning Characteristics of Flooring, Floor Coverings, and Miscellaneous Materials and Assemblies. Triplicate testing shall then be conducted and repoded using the method that produces the highest FSV. The primary purpose of the test is to determine the comparative burning characteristics of the material or assembly under test by evaluating the flame spread over its surface when exposed to a test fire and thus establish a basis on which surface burning characteristics of different materials or assemblies may be compared, without specific considerations of all the end use parameters that might affect these characteristics. Smoke Developed Value (SDV) and Flame Spread Value IFSV) are recorded in this test. However, there is not necessarily a relationship between these two measurements. It is the intent of this method to register performance during the period of exposure, and not to determine suitability for use after the test exposure. This method does not establish standards of performance for specific applications. It is a means of evaluating the response of materials, products or assemblies to a particular fire exposure under controlled laboratory conditions. The ULC-S127 corner wall test method is used in addition to the CAN/ULC-S102 and CAN/ULC- S102.2 to calculate FSC2 when these two methods do not give clear data on the advance of the flame front. 1.1 These fire tests are applicable to assemblies of masonry units and to composite assemblies of structural materials for buildings, including bearing and other walls and partitions, columns, girders, beams, slabs, and composite slab and beam assemblies for floors and roofs. They are also applicable to other assemblies and structural units that constitute permanent integral parts of a finished building. 1.2 The classifications for building construction and materials are intended to register performance during the period of fire exposure and are not intended to be interpreted as having determined their acceptability for use after fire exposure. 1.3 These requirements are intended to evaluate the length of time that the types of assemblies specified in 1.1 will contain a fire or retain their structural integrity, or both, dependent upon the type of assembly involved, during a predetermined test exposure. The test evaluates the assembly's resistance to heat, and in some instances to a hose stream, while carrying an applied load, if the assembly is load bearing. May 2011 www.oceansafesteelsip.com 1.4 Under these requirements a specimen is subjected to a standard fire exposure controlled to achieve specified temperatures throughout a specified time period. In some instances, the fire exposure may be followed by the application of a specified standard fire hose stream. This exposure by itself may not be representative of all fire conditions; conditions may vary with changes in the amount, nature, and distribution of fire loading, ventilation, compartment size and configuration, and heat sink characteristics of the compartment. These requirements provide a relative measure of fire performance of comparable assemblies under these specified fire exposure conditions. Any variation from the construction or conditions that are tested such as size, method of assembly, and materials, may substantially change the performance characteristics of the assembly. 1.5 These requirements cover the following measurements and determinations during the test exposure: aI Measurement of the transmission through the assembly of heat, and of gases sufficiently hot to ignite cotton waste in walls, partitions, floors, and roofs. b/ Measurement of the load carrying ability of load bearing elements in wall, partition, floor, and roof assemblies. cl Measurement of the load carrying ability of individual load bearing assemblies, such as beams and columns, with consideration for the end support conditions, either restrained or not restrained. 1.6 These requirements do not cover: a~ Accumulation of data as to performance of assemblies constructed with components or lengths other than those tested. b/ Evaluation of the contribution of the assembly to generation of smoke, toxic gases, or other products of combustion. c) Measurement of the degree of control or limitation of the passage of smoke or products of combustion through the assembly. d] Simulation of the fire behavior of joints between building elements, such as floor-wall or wall- wall, and like connections. e) Measurement of flame spread over the surface of the tested element. f) The effect on fire endurance of conventional openings in the assembly, such as openings for electrical receptacle outlets, plumbing pipe, or the like, unless specifically provided for in the construction tested. 1.7 Tests for burning characteristics of building materials, based on the rate of flame spread, can be found in the Standard for Test for Surface Burning Characteristics of Building Materials, UL 723. 1.8 The tests described herein may be cited as the "Standard Fire Tests," and the performance of exposure expressed as "2-hour," "6-hour," "1/2-hour," or the like. 1.9 The results of these tests represent one factor in assessing fire performance of building construction and assemblies. These requirements prescribe a standard fire exposure for comparing the performance of building construction assemblies. Application of these test results to predict the performance of actual building construction requires careful evaluation of test conditions. 1. ] 0 If a factor of safety exceeding that inherent in the test conditions is desired, a proportional increase should be made in the specified time classification period. May 2011 ,~ _ww~o_c_ ean sat_e.s_t_p_e~sip._cp?_ This white paper briefly describes the National Fire Protection Agency (NFPA) 285- 2006 standard fire test, which has attracted a great deal of attention in recent years. It is important to note, however, that some version of this critical test standard has been codified since the late 1980s. The assembly test UBC 17-6 and other requirements for use on noncombustible walls were inserted into the 1988 edition of the International Conference of Building Officials (ICBO) Uniform Building Code (UBC/. The UBC 17-6 was dev- eloped using tests of Insulated Metal Panel Systems and an Exterior Insulated Finish System. Aisc at approximately that time, the other model building codes (SBCCI and BOCA) included language requiring testing of exterior wall assemblies containing foam plastic for vertical flame spread. The large-scale UBC 17-6 was renamed UBC 26-4 and within a few years, the intermediate-scale UBC 26-9 was developed and referenced in the UBC. When the International Building Code (IBC) was promulgated in 2000, NFPA 285 was cited since it was an ANSi-approved version of UBC 26-9. At the time, UBC 26-4 was also included to allow for manufacturers with tested and approved wall assemblies per UBC 26-4 to continue and update their approvals to the new NFPA 285 standard. UBC 26-4 was subsequently removed from the 2003 IBC, leaving NFPA 285 as the requirement per Section 2603.5.5 of the IBC (IBC 2003-2009). NFPA 285 testing provides a method of deter- mining the flammability characteristics of exterior, non-load-bearing wall assemblies/panels that contain foam plastic insulation. The test method described is intended to evaluate the inclusion of combustible components within wall assemblies/panels that are required to be of noncombustible construction. It is intended to simulate the multistory flammability fire performance of entire exterior wall assemblies. An international nonprofit membership organization, NFPA is the world's leading advocate of fire prevention and an authoritative source on public safe~y. The NFPA's mission is to reduce the worldwide burden of fire and other hazards on the quality of life by developing and advocating consensus codes and standards, research, training and education. NFPA is lhe world's leading advocate of fire prevention and an authoritative source on public safety. Foam plastic insulations used in exterior wall assemblies are required to pass all seven elements of Chapter 26 of the IBC, including Section 2603.5.5, which requires compliance with NFPA 285. Be sure to ask your foam plastic insulation manufacturer if its products are part of an approved NFPA 285 assembly. NFPA 285 Approval Requirements per IBC As stated, Section 2603.5.5 of the 2000, 2003, 2006 and 2009 editions of the IBC requires exterior wall systems on buildings of any height that incorporate foam plastic insulation of Type I, II, Ill or IV classification meet the requirements of NFPA 285-2006 "Standard Fire Test Method for Evaluation of Fire Propagation Characteristics of Exterior Non-Load-Bearing Wall Assemblies Containing Combustible Components Using the Intermediate-Scale, Multistory Apparatus." Foam plastics can be open-cell and closed- cell SPF insulating foams, or rigid board stock insulations of EPS, XPS and ISO chemistries. Type IV and Type X extruded polystyrene and polyisocyanurate insulation products classified as foam plastic insulation for exterior applications must pass NFPA 285-2006 testing. It is important to understand that the NFPA 285-2006 standard fire test is an assembly test, not a component test. The details of the test assembly and application materials should be strictly followed in practice. According to Chapter 26 of the IBC, Section 2603.5.5: The wall assembly shall be tested in accordance with and comply with the acceptance criteria of NFPA 285. Exception; One-story buildings complying with Section 2603. 1.4. May 2011 www,oceansa?est~e!s_i~.com ASTM Test Standard (ASTM 1642-04)and U.S. General Services Administration (GSA) Test Standard (GSA-TS01-2003} This test method provides a structured procedure to establish the hazard rating of glazing and glazing systems subiected to an air blast loading. Knowing the hazard rating provides the ability to assess the risk of personal injury and facility damage. The hazard rating for a glazing or glazing material does not imply that a single specimen will resist the specific air blast for which it is rated with a probability of 1.0. The probability that a single glazing or glazing construction specimen will resist the specific air blast for which it is rated increases proportionally with the number of test specimens that successfully resist the given level of air blast to the hazard level for which it is rated. This test method is designed to test and rate all glazing, glazing systems, and glazing retrofit systems including, but not limited to, those fabricated from glass, plastic, glass-clad plastics, laminated glass, glass/plastic glazing materials, and film-backed glass. The GSA Test Standard The GSA test standard was developed to ensure an adequate measure of standardization and quality assurance in the testing of window systems. It includes the following: A listing of terms and definitions associated with explosive testing of window systems · Performance Criteria/Hazard Ratings A listing of test requirements, which include: · Allowable test methods (shock tube or high-explosive arena testing) · Blast load and explosive charge requirements · Test site and reaction structure requirements. · Data collection and documentation requirements · Test specimen requirements · Test report requirements This test method uses the ISC Security Design Criteria to rate the performance of window systems subjected to air blast loads. Protection and related hazard levels are categorized as a performance condition. These conditions are determined based upon the post- test location of fragments and debris relative to the original (pre-test) location of the window. Predictions of glazing response should be conducted with the computer program WlNGARD. The computer program WINLAC may be used for projects or tests supporting the US Department of State. May 2011 ww_w.oce_ansa_f_estee!sig co_m House Plan HWEPL11837 image 11t29109 5:10 PM UNFIN. STORAGE close window LINE OF 8' CLG Ads bv Goo~le Travel New Imaee View Beautiful Image Slide Shows Produced By Bing Travel! Ads bv Gooole Photo Imac~e View Beautiful Image Slide Shows produced By Bing Travel! http://www.eplans.com/image-galler%hwx/Q/Plan. HWEPL1183711rn~geld.109907 Page 1 of ] House Plan HWEPL11837 image 11/29/09 5:07 PM Ads bv Gooale Travel Photo Imaoe View Beautiful Image Slide Shows Produced By Bing Travel! Ads bY Gooule Double Imaoe view Beautiful Image Slide Shows Produced By Bi ng Travel! http://www.eplans.com/image-gallery.hwx/Q/Plan. HWEPLl1837/Imageld.109792 Page 1 of 1 Farabaugh Engineering and Testing Inc. Project No. T128-09 Report Date: June 23, 2009 No. Pages: 19 (inclusive) PERFORMANCE TEST REPORT ASTM E72 TESTS AXIAL LOAD TESTS ROOF SCREW PULL-THROUGH TESTS ASTM E455'SHEAR DIAPHRAGM TESTS ON 4", 8", 10" SSIP PANEL FOR OCEANSAFE INC. 3255 BAYSHORE RD. GREENPORT, NY. 11944 Prepared by: Paul G. Farabaugh ~' HIAMI-DADE~ ACCEEDITED ~,] TEXAS DEPAJ~ME N~ [ABOI~ATOk~Y · .:~ ~ OF INSURANCE Project No. T128-09 PERFORMANCE TEST REPORT Purpose The purpose of this testing is to determine the structural parameters for specified product and connection variations using various performance load tests resistance on the Advanced Insulation Concepts SSIP Panel per ASTM E 72-02, Standard Test methods of Conducting Strength Tests of Panels for Building Construction and the A STM E455-04 "Static Load Testing of Framed Floor and Roof Diaphragm Construction for Building" as shown here-in. Qualifications Farabaugh Engineering and Testing Inc. has demonstrated compliance with ANS/ISO/IEC standard 17025, General criteria for the competence of testing and calibration laboratories and ISO/IEC standard 17020 General criteria for the operation of various types of bodies performing inspections and is accredited by the Intemational Accreditation Service Inc. as a Testing Laboratory (TL-186) and a Inspection Agency (AA-715). Test Specimen Manufacturer: Advanced Insulation Concepts, Inc. 8055 Production Avenue Florence, KY. 41062 Test Specimens 4", 8". And 10" SSIP Panel Test Procedures The tests were performed with the procedure requirements of the referenced test standards and acceptance criteria as follows ASTM E 72-02, Standard Test Methods of Conducting Strength Tests of Panels for Building Construction. Which includes the following 1. Uniform Load Bending and Shear Strength Test (Chamber Bag Method) 2. Axial Load Test (Compressive and Lateral Load Test) 3. Screw Pull-Out Test (Tensile Connection Strength Test) · ASTM E 455-04, "Static Load Testing of Framed Floor and Roof Diaphragm Construction for Building" Project No. T 128-09 Product Sampling On February 5, 2009 and February 6, 2009 a representative of Farabaugh Engineering and Testing Inc. was present at the Advanced Insulation Concepts, Inc. facility, located in Florence, KY, to observe the manufacturing and to-sample the product identified below for testing. All products sampled for testing were marked with a unique sample identification number. These samples were used for all tests reported herein. · 4" SSIP (Various Lengths) · 8"SSIP (Various Lengths) · IO"SSIP ( Various Lengths) Sample Description The SSIPs consisted of steel facings permanently bonded to a foam core on both sides with a heat polymerizing adhesive. The SSIPs are produced on a continuous, integrated production line which performs roll forming, core shaping, laminating, and sizing functions. All of the SSIP's samples were manufactured using expanded polystyrene foam insulation as the core material and .021" thick (nominal) steel interior and exterior skin. All samples measured 47.375" wide and varied in length. Test Assemb ,ly The specimens were installed as shown in the following configurations and performed the procedure requirements of the referenced test standards. See Appendix "A" for attached sketches of installation details and test setup. Test Results The tests were conducted to the test procedures specified and the test results can be found in Appendix "B" of this test report. Project No. T128-09 INSULATED PANEL CONCEPT 1-I/2" Hat Detail Panel Detail 21" (FOR UNIFORM LOAD BENDING & SHEAR STRENGTH TESTS) TFC SPECIFIC #2 Square/phillips Recess Across Flats (After Plate):. 113" / .111" 0.295 #10-16 Single Lead Thread .025"R MAX 0,095~.005" Type 3 Drill Point Must ddll and tap up to .150" steel ~'/~oint Diameter: .142" / .138" (REF) ACTUAL SIZE SCALE -'--1.000" PERFORMANCE REQUIREMENTS 1. Drill / Drive 14ga (.075') - 40 pound load - 2,000 RPM 4.0 seconds max - 25 piece sampling 2. Torsional Strength: 81 inch pounds minimum Packaging: 250pcs/bag. 5,000 pieces in TFC Approved Carton. Two (2) ~ square drive power bits in plastic bag packed in each carton. Labels: Must use TFC approved artwork on each carton. Design information provided on this.drawing is the property of Tdangle Fastener Corporation, Pittsburgh. PA. Any use wi~loul written permission is prohibited. Failure Mode: Thread Area PD002b TRIANGLE FASTENER CORPORATION TFC FASTENING SYSTEMS DESIGN CENTER 4661 HINCKLEY INDUSTRIAL PARKWAY CLEVELAND, OH 44109 PHONE: (216) 351-9933 FAX: (216) 351-5008 www.t riangle fast ener.com DESCRIPTION #10-16 x 5/8" DP3 CONCEALOR Pancake Head Seft~lrilling Fastener MATERIAL J HEAT TREATMENT C1018 - C~022 CASE HARDEN (SAE J-78) :INISH and CORROSION TEST REQUIREMENT .0003 ' Min Eleclro Zinc with yellow dichromate (24 h s. salt spray) Dwg By: JES [ Aprvd [CUSTOMER PART WEIGHT 7.3 pounds per M pieces PACKAGING TFC approved cardboard carton. USTOMER APPROVAL 100625C3 ~07106 REVISIONS New Orawing '- Pi~oject No:l CONCEALER Low Profile OR Pancake Head Fasteners 'L~__~,~,," ~'~ DATE OF REPORT August 10, 2001 Report By Joe Stager REV 3 - 01107/08 TFC FASTENING DESIGN CENTER 4661 Hinckley Industrial Parkway Cleveland, OH 44109 Phone: (216)351-9933 Fax: (216) 351-5008 Website: www. t ria ngle fast ener. com METAL APPLICATIONS (35Ksi Steel) ~ MATERIAL THICKNESS {~F~stenerType ~a ~a ~a ~a ~a ~a 12qa 1/8" 1/4" #12-14 DP3 215 292 343 555 752 1,066 #12-14 Mini Point 261 336 390 · 649 890 1.259 #12-24 DP4 375 500 978 1,200 2.000 3,844 1/4-14 DP3 342 533 886 1,077 2,170 2.060 4.493 #14-13 DP1 486 564 672 830 900 1,350 WOOD APPLICATIONS Plywood and OSB (full pe. netration) . C,a, rbon or st,a. inless steel. Fastener Type 1/2 ply 5/8 ulv ~/4 ply 7/16 OSB 19/32"OSB 23132" #10-13 GP 350 390 550 234 326 352 #10-9 GP 362 396 556 235 331 358 #12-14 M n Point 376 415 598 251 351 378 #12-14 G P 377- 418 600 255 356 382 #14-13 DP1 407 483 625 325 367 440 2 x 4 Southern Yellow Pine (f" eYnbedment). Carbon or stainless steel Fastener Type Pullout #10-13 GP 800 lbs. #10-9 GP 810 lbs. #12-14 Mini Point 860 lbs. #12-14 GP 865 lbs. #14-13 DP1 1200 lbs. FASTENER STRENGTH (Minimum Ultimate) Tensile Shear Torsional Diameter and Material (lbs.) (lbs.) (inch-lbs.) gl 0-9 / Carbon 1.520 1.150 60 · 10-13 / Carbon 1,725 1,125 58 #1(%13 / 184 Stainless 45 #12-14 / Carbon 2,778 2,000 100 #12-24 / Carbon 3,450 2,420 110 1/4-14 / Carbon 4,274 2,600 150 #14-13 / Carbon 3,620 2,630 115 Finish and Corrosion Test Data Size C~atinq Salt Spray #12-24, #14 .B. lack Epoxy (FM4470) 1,000 hrs. #10GP TRr~,CQ 1,000 hrs. #12GP TRI-SEAL 1,000 hrs (SALT SPRAY PER ASTM B117 <5% red rust Country of Odqin #10 & #12-14 Diameters: Taiwan, China, or Canada #12-24 & #14 Diameters: Made in the USA eis¢l~me[: The meteria~ set [orih herein is for general information on~y and cam3ot be construed as a subs{bu~e for competent pro~'ession~ advice or Service. Any pady cor~sidering aPplicalJon or use o~ Ibis infor- rllation, does $o al IheJr own dsk and a~sumes any and all resullin liability arising fmrn the app[icMion or use. Project No. T128-09 ~CO Indust~ial B~l., Allquippa, PA 15O01 Phone: (724/ 378*3900 · Fax: (724) 378-3940 Web: www. nondes~'u~vetes~ng.com · Email: ndtg~iser~.net Destructiv ing Group Mr. Daniel O. Farabaugh F~'abaugh Engineering and Testing, lac. 401 Wide Drive McKeespo~ PA 15135 Dat~: -M~rch 2, 2009 TENSILE TEST REPORT Report #: 2 PO #: QAF Lab #: 090341 Date Received: 2/27/09 Work Order: G4754 Page i of I Test Method: ASTM- A370-07 / E8-04 Material Specification: NA [ N/A ] Conforraing Material Description: Advanced Insulation Concepts, Inc, SSIP FACIA Dim. Inch Oflgina{ 'Yield olTset NDTG Procedure: MEC-04 Rev 2 ] Non-Conforming Tcnsil& Elongation P. cd. of 2 .503 x .022 .01107 557 615 50,500 55,500 .39/20 Yield Strength Determined (if not ~ 0.2% offset): (~ 0.2% offset Comment: Thickness measured wkhout coating Is F*acture Location in Center Half of Gage Length? t [ Yes ['~ No Project No. T128-09 100 industrial Bi'vd., Aliquippa, PA 15001 pho~,~: (724) 378-3900 ** ~ax: (724) 378-3940 actbe up Mr. Daniel G. Farabaugh Farabaugh Engiaeerthg and Testing, [nc. 40I Wide Drive McKeesport, PA 15135 TENSILE TEST REPORT Page I of I Date: March 2, 2009 Work Order: (}4754 Test Method: ASTM- A370-07 / E8-04 NDTG Proc~tur~: MEC-04 Rev 2 ' Material Specification: NA [ N/A ] Conforming [ ] Non-Conforming Ivlatcrlal Description: Advane~d.lflsulat{o~. Concepts, Inc. SSIP LINER psi I .504 x .021 .01058 537 610 50,500 57,500 .39/20 Yield Strength Detcrmin~t (if not ~ 0.2% off'sat): ~10.2% off, st Comment: Thickness me~urexl without coating Is Fracture Location i~ Center ~qalfofGage Length? [~ yes 1-~ No Test Witnessed By: N/A Te~t Tcchnician: l'. Peter Merther, PE Project No. T128-09 100 industflal Blvd., Aliqulp~e,, PA 15001 Pho~: (724) 378-3900 · Fax: (724) 378-3040 l ll es°.D.estrucfive ting Group Mr. Dan[eJ O. Farabaugh Farabaugh BngineeHng and Testing, Inc. 401 Wide Dr/v* Date: March 2, 2009 TENSILE TEST REPORT PO #: QAF Test Med~od: Malcrial Specification: NA ASTM- A370-07 / E8-04 NDTO Procedure: ME(~-04 Rev 2 [ Nf^ ] Conforming [ ] Non-Conforming Matcrial Desc~ipdon: Advanced Insulation Concepts, Inc. $SIP HAT Yield Strength I~t~rmlnocl (if not ~ 02% offset): ~ 0.2% offset Project No. T128-09 APPENDIX "A" (TEST MOCK-UP DRAWINGS) Project No. T125-09 UNIFORM LOAD BENDING AND SHEAR STRENGTH TEST 9 Project No. T128-09 DRAWING # 1 PANEL & CHAMBER SETUP 10 Project No. T128-09 C.^MaeRW^CC Dial #1 Dial #2 Dial #3 PANEL WALL STEEL PLATE ROLLER STACKED 2X4 4 MIL PLASTIC CHAMBER PROFILE 11 Project No. T128-09 POSITIVE UNIFORM LOAD HA7 sEGr0N (TYP) ~' \... Jla; I~ o'T~ Ss~ec CROSS-SECTION VIEW' 12 Project No. T128-09 NEGATIVE UNIFORM LOAD ?INEL SPEClM8~---~'' - C ~ CROSS SE,TION VIEW 13 Project No. T128-09 AXIAL LOAD TEST 14 Project No. T128-09 TEST ASTM E 72-05 SPECIMEN 200K lbs It>ad c~ll ~ Load applied at 1/6 of Panel thickness to the interior, _~ Specimen Track Appllcd ..~..... To Specimen Dial #5 Dial #3 Dial #4 --~--MO LINTIN(3 TRACK FRONT VIEW 15 Project No. T 128-09 AXIAL LOAD DRAWING #2 2 LEFT VIEW 3 RIGHT VIEW 6 --4 PANEL VIEWS 16 Project No. T128-09 SHEAR DIAPHRAM TEST Project No. T128-09 27'-0" ROLLER -~.RING W 12X79 10'-0" W12X79 18'-0" Bare Frame l O' Span P 18 Project No. T128-09 Appendix "B" (Test Data Results) Project No. T128-09 TEST DATE: 2/16/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSIP (Sample~ FS466) SPECIMEN #: B1-10-24-H0 SAMPLE WIDTH(IN): 47.375 PANEL LENGTH (FT): 24.66 TEST SPAN (FT): 24 CHAMBER WIDTH (IN): 50 FASCIA3HICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 283.5 DEAD LOAD (PSF): 2.91 CHAMBER CORR. FACT. 1.0277 LINERTHICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 ~ #3 Y1 Y2 Y3 liN) 0 0.00 1.316 1.411 1.485 0 0 0 0 1 5.35 1.503 1.613 1.676 0.187 0.202 0.191 0.193 2 10.70 1.684 1.795 1.892 0.368 0.384 0.407 0.386 3 16.04 1.869 2.008 2.098 0.553 0.597 0.613 0.588 4 21.39 2.106 2.192 2.335 0.79 0.781 0.85 0.807 5 26.74 2.265 2.448 2.576 0.949 1.037 1.091 1.026 6 32.09 2.53 2.717 2.861 1,214 1.306 1.376 1.299 MAX. PRESSURE (GAGE): 6.5 (IN H20) **FAILURE LOAD 37.65 (PSF) DESCRIPTION OF FAILURE: BUCKLING ~ 9'-10" FROM END * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: Bl-lO.24-HO 35.00 30.00 25.00 20.00 15.00 10,00 5.00 0.00 0,2 0.4 0.6 0.8 1 1.2 1,4 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/17/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSIP (Sample~ FS465) SPECIMEN #: B2-10-24-H0 SAMPLE WIDTH(IN): 47.375 PANEL LENGTH (FT): 24.66 TEST SPAN (FT): 24 CHAMBER WIDTH (I_N): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL w-r. (LB): 283.5 DEAD LOAD (PSF): 2.87 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 {PSF) #1 #2 ~3 YI Y2 Y3 (IN) 0 0.00 1.44 1.566 1.665 0 0 0 0 1 5.35 1.634 1.755 1.854 0.194 0.189 0.189 0.191 2 10.70 1.808 1.951 2.053 0.368 0,385 0.388 0.380 3 16.04 1.986 2,12 2.232 0.546 0.554 0,567 0.556 4 21.39 2.175 2.305 2.416 0.735 0.739 0.751 0.742 5 26.74 2.37 2.509 2.624 0.93 0.943 0.959 0.944 MAX. PRESSURE (GAGE): 5.5 (IN H20) **FAILURE LOAD 32.26 (PSF) DESCRIPTION OF FAILURE: BUCKLING ~ 10'-6.5" FROM END. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B2 10-24-H0 30.00 - 25.00 - 20.00 · 15.00 ' 10.00 -- 5.00 0.01 0.2 0.4 0.6 0.8 1 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/17/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSlP (Sample~ FS464) SPECIMEN #: B3-10-24-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH (FT): 24.66 TEST SPAN (FT): 24 CHAMBER WIDTH (IH): 50 FASCIA 3~IICKNESS (IN): 0.021 LOADING: POSITIVE COVER VVlDTH (IN): 47.375 PANEL WT. (LB): 357 DEAD LOAD (PSF): 3.67 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN P. VG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) ~1 #2 #3 Y1 Y2 Y3 (IN) 0 0.00 1.362 1.551 1.642 0 0 0 0 1 5.35 1.512 1.71 1.807 0.15 0.159 0.165 0.158 2 10.70 1.65 1.866 1.973 0.288 0.315 0.331 0.311 3 16.04 1,816 2.035 2.118 0.454 0.484 0.476 0.471 4 21.39 1.972 2.142 2.282 0.61 0.591 0.64 0.614 5 26.74 2.12 2.35 2.438 0.758 0.799 0.796 0.784 6 32.09 2.283 2.507 2.616 0.921 0.956 0.974 0.950 7 37.43 2.476 2.685 2.818 1.114 1.134 1.176 1.141 MAX. PRESSURE (GAGE): 7.3 (IN H20) **FAILURE LOAD 42.68 (PSF) DESCRIPTION OF FAILURE: BUCKLING ~ MIDSPAN * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B3-10-24-HB 40.00 35.00 30.00 25.00 20.00 15.00 10.00 5.00 0.00 0 0.2 0.4 0.6 0.8 1 1.2 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/18/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSIP (Sample~ FS463) SPECIMEN #: B4-10-24-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH (FT): 24.66 TEST SPAN (FT): 24 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 356 DEAD LOAD (PSF): 3.66 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING {IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #I #2 #3 YI Y2 Y3 {IN) 0 0.00 1.349 1.501 1.596 0 0 0 0 1 5.35 1.499 1.661 1.764 0.15 0.16 0.168 0.159 2 10.70 1.653 1.83 1.938 0.304 0329 0.342 0.325 3 16.04 1.801 1.989 2.107 0.452 0.488 0.511 0.484 4 21.39 1.98 2.146 2.255 0.631 0.645 0.659 0.645 5 26.74 2.106 2.307 2.397 0.757 0.806 0.801 0.788 6 32.09 2.26 2.~.~?. 2.562 0.911 0.943 0.966 0.940 MAX. PRESSURE (GAGE): 6.8 (IN H20) **FAILURE LOAD 40,00 (PSF) DESCRIPTION OF FAILURE: BUCKLING @ MIDSPAN * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B4-10-24-HB 35.00 30.00 25.00 20.00 15.00 10.00 5.00 0.00 0 0.2 0,4 0.6 0.8 DEFLECTION (IN) CHAMBER WIDTH (IN): FASCIA THICKNESS (IN): Project No. T128~9 TEST DATE: 2/18/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSIP (Sample~ F5470) SPECIMEN #: B5-10-24-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH (FT): 24.66 TEST SPAN (FT): 24 50 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 356.5 DEAD LOAD (PSF): 3.66 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 #2 #3 Y1 Y2 Y3 (IN) 0 0.00 1.244 1.424 1.482 0 0 0 0 1 5.35 1.395 1.556 1.636 0.151 0.132 0.154 0.146 2 10.70 1.541 1.736 1.804 0.297 0.312 0.322 0.310 3 16.04 1.7 1.893 1.967 0.456 0.469 0.485 0.470 4 21,39 1,849 2.036 2.106 0.605 0.612 0.624 0.614 5 26,74 2.016 2.2 2.221 0.772 0.776 0.739 0,762 6 32.09 2,183 2.366 2.376 0,939 0.942 0.894 0,925 MAX. PRESSURE (GAGE): 6.8 (IN H20) **FAILURE LOAD 40.00 (PSF) DESCRIPTION OF FAILURE: BUCKLING 14" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: BS-10-24-HB 35.00 30.00 25.00 ~ 20.00 ~ 15.00 UJ 10.00 5.00 0.00 0 0.2 0.4 0.6 0.8 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/18/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSlP (Sample~ FS469) SPECIMEN#: B6-10-24-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 24.66 TEST SPAN (FT): 24 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 356.5 DEAD LOAD (PSF): 3.66 CHAMBERCORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN ~,VG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 {PSF) #1 #2 ~3 Y1 Y2 Y3 0 0.00 1.209 1.509 1.334 0 0 0 0 1 5.35 1.34 1.651 1.485 0.131 0.142 0.151 0.141 2 10.70 1.491 1.81 1.652 0.282 0.301 0.318 0.300 3 16.04 1.656 1.98 1.828 0.447 0.471 0.494 0.471 4 21.39 1.819 2.15 2.002 0.61 0.641 0.668 0.640 5 26.74 1.969 2.306 2.17 0.76 0.797 0.836 0.798 6 32.09 2.15 2.471 2.316 0.~41 0.962 0.982 0.962 7 37.43 2.287 2.624 2.479 1.078 1.115 1.145 1.113 8 42.78 2.434 2.792 2.671 1.225 1.283 1.337 1.282 MAX. PRESSURE (GAGE) ** FAILURE LOAD 9 (IN H20) 51.76 (PSF) DESCRIPTION OF FAILURE: 14" & 18" FROM MIDSPAN HAT'S BUCKLED @ LAP. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B6-10-24-HT 45.00 40.00 · 35.00 30.00 25.00 20.00 15.00 · 10.00 5.00 0.00 0.2, 0.4 0.6 0.8 1 1.2 1.4 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/19/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSIP (Sample~ FS468) SPECIMEN #: B7-10-24-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 24.66 TEST SPAN (FT): 24 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 355.5 DEAD LOAD (PSF): 3.65 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) )EFLECTION IN H20 (PSF) ~ #2 #3 Y1 Y2 Y3 (IN) 0 0.00 1.167 1.545 1.376 0 0 0 0 1 5.35 1,3 1.686 1.524 0,133 0.14 0.148 0.140 2 10.70 1.445 1,839 1.679 0.278 0.294 0.303 0.292 3 16.04 1.607 1.997 1.841 0.44 0.452 0,465 0.452 4 21,39 1.76 2.15 1.991 0.593 0.605 0.615 0.604 5 26.74 1.913 2.296 2.134 0.746 0.751 0.758 0.752 6 32.09 2.078 2.46 2.296 0.911 0.915 0.92 0.915 7 37.43 2.227 2.614 2.449 1.06 1.069 1.073 1.067 8 42.78 2.381 2.763 2.604 1.214 1.218 1.228 1.220 MAX. PRESSURE (GAGE) ** FAILURE LOAD 8.5 (IN H20) 49.08 (PSF) DESCRIPTION OF FAILURE: BUCKLING 16" FROM MIDSPAN. HAT BUCKLING @ HAT MEMBER LAP. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B7-t0-24-HT 45.00 40.00 35.00 30.00 ~ 25,00 u~ 20.00 n, a. 15.00 10.00 5.00 0.00 0 0.2r 0.4 0.6 0.8 1 1.2 1.4 DEFLECTION (IN) SAMPLE WIDTH(IN): PANEL LENGTH(F'r): TEST SPAN (FT): CHAMBER WIDTH (IN): FASCIA THICKNESS (IN): Project No. T128-09 TEST DATE: 2/19/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSIP (Sample~ FS467) SPECIMEN #: B8-10-24-HT 47.375 24.66 24 50 0,021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 356,5 DEAD LOAD (PSF): 3.66 CHAMBER CORR. FACT. 1 .C277 LINER THICKNESS (IN): 0.0~1 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 #2 #3 YI Y2 Y3 (IN) 0 0.00 1.151 1.612 1,456 0 0 0 0 1 5.35 1.296 1.759 1.607 0.145 0.147 0.151 0.148 2 10.70 1.427 1.908 1.764 0.276 0.296 0.308 0.293 3 16.04 1.598 2.079 1.935 0.447 0.467 0.479 0.464 4 21.39 1.743 2.229 2,089 0.592 0.617 0.633 0.614 5 26.74 1.896 2.39 2.257 0.745 0.778 0.801 0.775 6 32.09 2.053 2.542 2.407 0,902 0.93 0.951 0.928 7 37.43 2.204 2.694 2.56 1.053 1.082 1.104 1.080 8 42.78 2,359 2.859 2.732 1.208 1.247 1.276 1.244 MAX. PRESSURE (GAGE) ** FAILURE LOAD 9 (IN H20) 51,76 (PSF) DESCRIPTION OF FAILURE: BUCKLING 17.5" FROM MIDSPAN, BUCKLING @ HAT MEMBER LAP. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B8-10-24-HT 45.00 40.00 35.00 · 30.00 25.00 20.00 - 15.00 - 10.00 5.00 0.00 0 0.2, 0.4 0.6 0.8 1 1.2 1.4 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/19/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSIP (Sample~ FS480) SPECIMEN #: B9-10-16-H0 SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 16.66 TEST SPAN (FT): 16 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: BENDING COVER WIDTH (IN): 47.375 PANEL WT. (LB): 202 DEAD LOAD (PSF): 3.07 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) gl #2 ~3 Y¶ Y2 Y3 (IN) 0 0,00 1.282 1.758 1.784 0 0 0 0 1 5.35 1.344 1.834 1.863 0.062 0.076 0.079 0.072 2 10,70 1.404 1.898 1.93 0.122 0.14 0,146 0,136 3 16.04 1.464 1.957 1.99 0.182 0.199 0,206 0.196 4 21,39 1.526 2.022 2.059 0.244 0,264 0.275 0.261 5 26.74 1.587 2.085 2.127 0.305 0.327 0.343 0.325 6 32.09 1,646 2.143 2.187 0.364 0.385 0.403 0.384 7 37.43 1.707 2.206 2.253 0.425 0.448 0.469 0.447 8 42.78 1.764 2,264 2.312 0.482 0.506 0.528 0.505 9 48.13 1.825 2.332 2.382 0.543 0.574 0.598 0.572 10 53.48 1.878 2.386 27.~.~. 0,596 0.628 0.66 0.628 11 58.83 1.938 2.454 2.523 0,656 0.696 0.739 0.697 12 64.17 2.012 2.531 2.61 0.73 0.773 0.826 0.776 MAX. PRESSURE (GAGE) '"" FAILURE LOAD 12.7 (IN H20) 70.94 (PSF) DESCRIPTION OF FAILURE: BUCKLING 4" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B9-10-16-H0 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 DEFLECTION (IN) SAMPLE WIDTH(IN): PANEL LENGTH(FT): TEST SPAN (FT): CHAMBER WIDTH (IN): FASCIA THICKNESS (IN): Project No. T128-09 TEST DATE: 2/20/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSIP (Sample~ FS479) SPECIMEN #: B10-10-16-H0 47.375 16.66 16 0.021 LOADING: BENDING COVER VVIDTH (IN): 47.375 PANEL WT. (LB): 202.5 DEAD LOAD (PSF): 3.08 CHAMBER CORR. FACT. 1.0277 lINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 ~ #3 YI Y2 Y3 0 0.00 1.313 1.812 1.814 0 0 0 0 1 5.35 1.373 1.881 1.958 0.06 0.069 0.144 0.091 2 10.70 1.44 1.956 2.035 0.127 0.144 0.221 0.164 3 16.04 1.488 2.003 2,09 0.175 0.191 0.276 0.214 4 21.39 1,543 2.061 2.153 0.23 0.249 0.339 0.273 5 26.74 1.599 2,115 2.21 0.286 0.303 0,396 0.328 6 32.09 1,662 2.179 2.274 0.349 0.367 0,46 0.392 7 37.43 1.714 2.236 2.337 0.401 0.424 0.523 0.449 8 42.78 1.768 2.286 2.386 0.455 0.474 0.572 0.500 9 48.13 1.828 2.354 2.46 0.515 0.542 0.646 0,568 10 53.48 1.885 2.417 2.529 0.572 0.605 0.715 0.631 11 58.83 1.938 2.48 2.602 0.625 0.668 0.788 0~694 12 64.17 1.994 2.539 2.657 0.681 0.727 0.843 0.750 MAX. PRESSURE (GAGE) **FAILURE LOAD 14.2 (IN H20) 78.96 (PSF) DESCRIPTION OF FAILURE: BUCKLING 6" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B10-10-16-H0 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 DEFLECTION (IN) SAMPLE WIDTH(IN): PANEL LENGTH(FT): TEST SPAN (F'r): CHAMBER WIDTH (tN): FASCIA THICKNESS (IN): Projec~ No. T128-09 TEST DATE: 2/20/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANELNAME: 10"SSIP (Sample~FS478) SPECIMEN#: B11-10-16-HB 47.375 16.66 16 0,021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 240.5 DEAD LOAD (PSF): 3.66 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIl)SPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) , DEFLECTION (IN) DEFLECTION IN H20 (PSF) #t #2 f~ Y1 Y2 Y3 (IN) 0 0.00 0.983 0.954 0.955 0 0 0 0 I 5.35 1,035 1.013 1.014 0.052 0.059 0.059 0,057 2 10.70 1.092 1.064 1.065 0.109 0.11 0.11 0.110 3 16.04 1.15 1.119 1.119 0.167 0.165 0,164 0,165 4 21.39 1.203 1.172 1.171 0.22 0.218 0.216 0,218 5 26.74 1.259 1.227 1.224 0.276 0.273 0.269 0,273 6 32.09 1.314 1.278 1,274 0.331 0.324 0.319 0.325 7 37.43 1.375 1.33 1.314 0.392 0,376 0.359 0.376 8 42.78 1.411 1.371 1.364 0,428 0.417 0.409 0.418 9 48.13 1.474 1.43 1.416 0.491 0,476 0,461 0.476 10 53.48 1.514 1.471 1.457 0.531 0.517 0.502 0.517 11 58.83 1.565 1.521 1.503 0.582 0.567 0.548 0.566 12 64.17 1.619 1.57 1.55 0.636 0.616 0,595 0.616 MAX. PRESSURE (GAGE): ** FAILURE LOAD 15.5 (IN H20) 86.49 (PSF) DESCRIPTION OF FAILURE: BUCKLING 12" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B11-10-16-HB 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0 0.1, 0.2 0.3 0.4 0.5 0.6 0.7 DEFLECTION (IN) SAMPLE WI DTH(IN): PANEL LENGTH(FT): TEST SPAN (FT): CHAMBER WIDTH (IN): FASCIA "II-IICKNESS (IN): Project No. T128-09 TEST DATE: 2/20109 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSlP (Sample~ FS477) SPECIMEN #: B12-10-16-HB 47.375 16.66 16 50 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 240.5 DEAD LOAD (PSF): 3.66 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING {IN) DEFLECTION {IN) DEFLECTION IN H20 (PSF) #1 #2 #3 YI Y2 Y3 (IN) 0 0.00 0.848 0,848 0.872 0 0 0 0 1 5.35 0.9 0.914 0.939 0,052 0.066 0.067 0.062 2 10.70 0.963 0.974 0.997 0.115 0.126 0.125 0.122 3 16.04 1.036 1,036 1.055 0.188 0.188 0.183 0.186 4 21.39 1.098 1.095 1.107 0.25 0.247 0.235 0.244 5 26.74 1.177 1.161 1,168 0,329 0.313 0.296 0.313 6 32.09 1.24 1,212 1,212 0.392 0.364 0.34 0.365 7 37.43 1.304 1.273 1.27 0.456 0,425 0.398 0.426 8 42.78 1.365 1.329 1.321 0,517 0.481 0.449 0.482 9 48.13 1.412 1,382 1.374 0,564 0,534 0.502 0.533 10 53.48 1.468 1.434 1.423 0.62 0.586 0.551 0.586 11 58.83 1.524 1.488 1.475 0.676 0.64 0.603 0.640 12 64.17 1.579 1.543 1.53 0.731 0.695 0.658 0.695 MAX. PRESSURE (GAGE): ** FAILURE LOAD 16 (IN H20) 89.16 (PSF) DESCRIPTION OF FAILURE: BUCKLING 20" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: BI2-10-16-HB 70.00 60.00 · 50.00 40.00 30.00 20.00 10.00 0.00 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 DEFLECTION (IN) Project No. T128-09 TEST DATE: ?-/20109 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSIP (Sample~ FS476) SPECIMEN #: B13-10-16-HB SAMPLE WIDTH(IN): 47,375 PANEL LENGTH(FT): 16.66 TEST SPAN (FT): 16 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 240 DEAD LOAD (PSF): 3.65 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN G~GE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 #2 #3 YI Y2 Y3 {IN) 0 0.00 0.973 0.923 0.936 0 0 0 0 1 5.35 1.031 0.98 0,994 0.058 0.057 0.058 0.058 2 10.70 1.085 1.038 1.053 0.112 0.115 0.117 0.115 3 16.04 1.15 1.098 1.111 0.177 0A75 0.175 0,176 4 21.39 1.193 1.141 1.155 0.22 0.218 0.219 0.219 5 26.74 1.243 1,196 1.209 0.27 0.273 0.273 0.272 6 32.09 1.303 1,25 1.256 0.33 0.327 0.32 0.326 7 37.43 1.354 1,298 1.306 0.381 0.375 0.37 0.375 8 42.78 1.494 1.35 1.361 0.431 0.427 0.425 0.428 9 48.13 1.464 1.402 1,411 0.491 0,479 0.475 0.482 10 53.48 1,527 1.454 1.465 0.554 0.531 0.529 0.538 11 58.83 1.568 1.505 1,515 0.595 0.582 0.579 0.585 12 64.17 1.624 1,565 1.568 0.651 0.642 0.632 0.642 MAX. PRESSURE (GAGE): ** FAILURE LOAD 15.7 (IN H20) 87.55 (PSF) DESCRIPTION OF FAILURE: BUCKLING 28" FROM MIDSPAN * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B13-10-16-HB 70.00 50.00 50.00 40.00 30.00 20.00 10.00 0.00 0 0.1, 0.2 0.3 0.4 0.5 0.6 0.7 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/20/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSIP (Sample# FS475) SPECIMEN #: B14-10-16-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 16.66 TEST SPAN (FT): 16 CHAMBER VVlDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47,375 PANEL WT. (LB): 241 DEAD LOAD (PSF): 3.66 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 #2 #3 Y1 Y2 Y3 (IN) 0 0.00 0.787 0.974 1.366 0 0 0 0 1 5.35 0.847 1.038 1.429 0.06 0.064 0.063 0.062 2 10.70 0.898 1.09 1.479 0.111 0.116 0.113 0.113 3 16.04 0.954 1.143 1.531 0.167 0.169 0.165 0.167 4 21.39 1.007 1.196 1.584 0.22 0.222 0.218 0.220 5 26.74 1.064 1.253 1.638 0.277 0.279 0.272 0.276 6 32.09 1.112 1.298 1.685 0.325 0.324 0.319 0.323 7 37.43 1.173 1.35 1.733 0.386 0.376 0.367 0,376 8 42.78 1.218 1,402 1.785 0.431 0.428 0.419 0.426 9 48.13 1.27 1.451 1.83 0.483 0.477 0.464 0.475 10 53.48 1.324 1.506 1.882 0.537 0.532 0.516 0.528 11 58.83 1.374 1.55 1.929 0.587 0.576 0.563 0.575 12 64.17 1.43 1.594 1.968 0.643 0,62 0.602 0.622 MAX. PRESSURE (GAGE): ** FAILURE LOAD 21.9 (IN H20) 120,70 (PSF) DESCRIPTION OF FAILURE: BUCKLING 34" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: BI4-10-16-HT 70.00 80.00 50.00 40.00 ~ 30.00 20.00 10.00 0.00 0 0.1 0.2 0,3 0.4 0.5 0.6 DEFLECTION (IN) 0.7 SAMPLE WIDTH(IN): PANEL LENGTH(FT): TEST SPAN (F'P): CHAMBER WIDTH (IN): FASCIA THICKNESS (IN): Project No. T128-09 TEST DATE: 2/23109 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSIP (Sample~ FS474) SPECIMEN #: B15-10-16-HT 47.375 16.66 16 50 0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 241 DEAD LOAD (PSF): 3.66 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (1N): 0.021 PRESSURE DIAL GAGE MIl)SPAN ~VG. MIl)SPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 #2 f~ Yt Y2 Y3 (IN) 0 0.00 1.216 1.153 1.065 0 0 0 0 I 5.35 1.277 1,218 1.131 0,061 0.065 0.066 0.064 2 10.70 1,326 1,271 1.183 0.11 0.118 0.~118 0,115 3 16.1)4 1.38 1.327 1.239 0.164 0,174 0.174 0.171 4 21,39 1.43 1.375 1.285 0.214 0.222 0.22 0.219 5 26.74 1.483 1.431 1.343 0.267 0,278 0.278 0.274 6 32.09 t .535 1.48 1,39 0.319 0.327 0.32.5 0,324 7 37.43 1.585 1.532 1.443 0.369 0,379 0,378 0.375 8 42.78 1.632 t .579 1.49 0.416 0.426 0.425 0.422 9 48.13 1.69 1,532 1,543 0.474 0,379 0.478 0,444 10 53.48 1.726 1.673 1.564 0.51 0.52 0.519 0.516 11 58.83 1.779 1.723 1.628 0.563 0.57 0,563 0.565 12 64.17 1,828 1,773 1.682 0.612 0.62 0.617 0.616 MAX. PRESSURE (GAGE): ** FAILURE LOAD 22 (IN H20) 121.23 (PSF) DESCRIPTION OF FAILURE: BUCKLING 24" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B15-10-16-HT 70.00 60.00 50.00 40.00 ~ 30.00 20.00 10.00 0.00 0 0.1 0.2 0.3 0.4 0.5 0.6 DEFLECTION (IN) 0.7 SAMPLE WIDTH(IN): PANEL LENGTH(FT): TEST SPAN (FT): CHAMBER WIDTH (iN): FASCIA THICKNESS (IN): Project No. T128-09 TEST DATE: 2/23/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 10" SSIP (Sampte~ FS473) SPECIMEN#: B16o10-16-HT 47.375 16.66 16 5O 0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 241 DEAD LOAD (PSF): 3.66 CHAMBER CORR. FACT. 1.0277 UNER THICKNESS (IN}: 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 #2 #3 Yt Y2 Y3 (IN) 0 0.00 1.203 1.655 1.005 0 0 0 0 1 5.35 1.269 1.722 1.074 0.066 0.067 0.069 0.067 2 10.70 1,315 1.774 1.132 0.112 0.119 0.127 0.119 3 16.04 1.37 1.825 1.177 0.167 0.17 0.172 0.170 4 21.39 1.419 1.882 1.238 0.216 0.227 0.233 0.225 5 26.74 1.465 1.g34 1,292 0.262 0.279 0.287 0.276 6 32.09 1.52 1.98 1.339 0.317 0.325 0.334 0.325 7 37.43 1.565 2.033 1.393 0.362 0.378 0.388 0.376 8 42.78 1.61 2.08 1.444 0.407 0.425 0.439 0.424 9 48.13 1.669 2.131 1.489 0.466 0.476 0.484 0.475 10 53.48 1.716 2.178 1.538 0.513 0.523 0.533 0.523 11 58.83 1.766 2.228 1.581 0.563 0.573 0.576 0.571 12 64.17 1.806 2.272 1.634 0.603 0.617 0.629 0.616 MAX. PRESSURE (GAGE): ** FAILURE LOAD 23,8 (IN H20) 130.85 (PSF) DESCRIPTION OF FAILURE: BUCKLING 27" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. TI2g-09 SPECIMEN: B16-¶0-t6-HT 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 DEFLECTION (IN) Project No, T128-09 TEST DATE: 2/24/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 8" SSIP (Sample~ FS499) SPECIMEN #: B17-8-14-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 14.66 TEST SPAN (FT): 14 CHAMBER WIDTH (I_N): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL VVT, (LB): 190,5 DEAD LOAD (PSF): 3.29 CHAMBER CORR. FACT. 1.0277 UNER THICKNESS (IN): 0,021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (iN) DEFLECTION IN H20 (PSF) #1 #2 #3 Y1 Y2 Y3 (IN) 0 0.00 1.443 1.91 1.361 0 0 0 0 1 5.35 1.578 2.007 1.422 0.135 0.097 0,061 0.098 2 10.70 1.66 2.08 1.483 0,217 0.17 0.122 0.170 3 16.04 1.708 2.141 1.544 0.265 0.231 0.183 0.226 4 21.39 1.764 2.192 1.593 0.321 0.282 0.232 0.278 5 26.74 1.82 2.244 1.641 0.377 0.334 0.28 0.330 6 32.09 1.872 2.296 1.692 0.429 0.386 0.331 0.382 7 37.43 1.928 2.348 1.746 0.485 0.438 0.385 0.436 8 42.78 1.985 2.403 1.8 0.542 0.493 0.439 0,491 9 48.13 2.033 2.452 1.848 0.59 0.542 0.487 0.540 10 53.48 2.09 2.498 1.89 0.647 0.588 0.529 0.588 11 58.83 2.144 2.545 1.935 0.701 0.635 0.574 0.637 12 64.17 2.21 2.6 1.975 0.767 0.69 0.614 0.690 MAX. PRESSURE (GAGE): ** FAILURE LOAD 21.9 (IN H20) 120.33 (PSF) DESCRIPTION OF FAILURE: BUCKLING @ MIDSPAN * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. Tl28-09 SPECIMEN: B17-8-14-HB 70.00 60.00 ~ 40.00 UJ ul 20.00 10.00 0.00 / / / / 0 0.t 0.2 0.3 0.4 0.5 0.6 0.7 0.8 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/24/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 8" SSIP (Sample# FS498) SPECIMEN#: B18-8-14-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 14.66 TEST SPAN (FT): 14 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 190 DEAD LOAD (PSF): 3.28 CHAMBER CORR. FACT. 1.0277 LINER THICK,lESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) ~1 #2 #3 Yt Y2 Y3 0 0.00 1.554 2.068 1.453 0 0 0 0 1 5.35 1.638 2.147 1.527 0.084 0.079 0.074 0.079 2 10.70 1.699 2.211 1.592 0.145 0.143 0.139 0.142 3 16.04 1.757 2.267 1.648 0.203 0.199 0.195 0.199 4 21.39 1.809 2.327 1.712 0.255 0.259 0.259 0.258 5 26.74 1.858 2.369 1.758 0.304 0.301 0.305 0.303 6 32.09 1.903 2.418 1.81 0.349 0.35 0.357 0.352 7 37.43 1.949 2.47 1.866 0.395 0.402 0.413 0.403 8 42.78 1.992 2.513 1.911 0.438 0.445 0.458 0.447 9 48.13 2.039 2.561 1.96 0.485 0.493 0.507 0.495 10 53.48 2.098 2.616 2.018 0.544 0.548 0.565 0.552 11 58.83 2.141 2.663 2.067 0.587 0.595 0.614 0.599 12 64.17 2.189 2.709 2.118 0.635 0.641 0.665 0.647 MAX. PRESSURE (GAGE): ** FAILURE LOAD 19 (IN H20) 104.82 (PSF) DESCRIPTION OF FAILURE: BUCKLING 14" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B18-8-14-HB 70.00 O0.00 50.00 o. 40.00 uJ ~ 30.00 20.00 10.00 0.00 0 0.1 0.2 0.3 0,4 0.5 0.6 0.7 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/24/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 8" SSIP (Sample~ FS497) SPECIMEN #: B19-8-14-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 14.66 TEST SPAN (FT); 14 CHAMBER WIDTH (I_N): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 190 DEAD LOAD (PSF): 3.28 CH~IBER CORI~ FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN IAVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) ~DEFLECTION IN H20 {PSF) #1 ~2 ~3 Y1 Y2 Y3 (IN) 0 0.00 1.835 2.077 1.436 0 0 0 0 1 5,35 1.917 2.154 1.5 0.082 0.077 0.064 0.074 2 10.70 1,976 2.217 1.561 0.141 0.14 0.125 0,135 3 16.04 2.035 2.272 1.617 0.2 0.195 0,181 0,192 4 21.39 2.08 2,324 1.675 0.245 0,247 0.239 0.244 5 26.74 2,128 2.375 1.729 0.293 0.298 0.293 0,295 6 32.09 2.184 2,426 1,785 0.349 0.349 0.349 0.349 7 37.43 2.231 2.477 1.834 0.396 0.4 0.398 0.398 8 42.78 2.27 2,513 1,871 0.435 0.436 0.435 0.435 9 48.13 2.322 2.566 1.927 0.487 0,489 0.491 0.489 10 53.48 2.371 2,617 1.98 0.536 0.54 0.544 0.540 11 58.83 2.435 2,678 2.043 0.6 0.601 0.607 0,603 12 64.17 2,484 2.726 2.09 0.649 0.649 0.654 0.651 MAX. PRESSURE (GAGE): ** FAILURE LOAD 19 (IN H20) 104,82 (PSF) DESCRIPTION OF FAILURE: BUCKLING 29" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B19-8-14-HB 70.00 50.00 ~ 40.00 30.00 20.00 10.00 0.00 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 DEFLECTION (IN) Project No. T128-09 TEST DATE: ?J26/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 8" SSIP (Sample# FS496) SPECIMEN #: B20-8-14-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 14.66 TEST SPAN (FT): 14 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 190.5 DEAD LOAD (PSF): 3.29 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN ~.VG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) //1 #2 g3 Yt Y2 Y3 (IN) 0 0.00 2.506 2.048 1.412 0 0 0 0 1 5,35 2.559 2.119 1.503 0.053 0.071 0.091 0.072 2 10.70 2.624 2.179 1.56 0.118 0.131 0.148 0.132 3 16.04 2,687 2.238 1.612 0.181 0.19 0.2 0.190 4 21.39 2,743 2.292 1.663 0.237 0,244 0.251 0.244 5 26.74 2.797 2.342 1.71 0.291 0,294 0.298 0.294 6 32.09 2.848 2.389 1.755 0,342 0.341 0.343 0.342 7 37.43 2.9 2.44 1.805 0.394 0.392 0.393 0.393 8 42.78 2.941 2.48 1.845 0.435 0.432 0.433 0.433 9 48.13 Z994 2.529 1.893 0.488 0.481 0.481 0,483 10 53.48 3.037 2.569 1.931 0.531 0.521 0.519 0.524 11 58.83 3.078 2.613 1.975 0.572 0.565 0.563 0.567 12 64.17 3.116 2.652 2.017 0.61 0.604 0.605 0.606 MAX. PRESSURE (GAGE): ** FAILURE LOAD 23 (IN H20) 126.20 (PSF) DESCRIPTION OF FAILURE: SHEARING 44.5" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B20-8-14-HT 70.00 00.00 50.00 30.00 20.00 10.00 0.00 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/23/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 8" SSIP (Sample~ FS503) SPECIMEN #: B21-8-14-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 14.66 TEST SPAN (FT): 14 CHAMBER WIDTH (IN): 50 FASCIA 'I3-11CKNESS (IN):0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 189.5 DEAD LOAD (PSF): 3.27 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 #2 ~ Y1 Y2 Y3 (IN) 0 0.00 2.529 2.047 1.285 0 0 0 0 1 5,35 2.605 2.123 1.466 0.076 0.076 0.181 0.111 2 10,70 2.664 2,182 1.521 0.135 0,135 0.236 0.169 3 16.04 2.71 2.225 1.561 0.181 0.178 0.276 0.212 4 21.39 2.757 2.269 1.606 0.228 0.222 0,321 0.257 5 26.74 2.806 2.319 1.656 0.277 0.272 0.371 0.307 6 32.09 2.852 2.368 1.707 0,323 0.321 0.422 0,355 7 37.43 2.899 2.416 1.754 0.37 0.369 0.469 0.403 8 42.78 2.944 2.462 1.804 0.415 0.415 0,519 0.450 9 48.13 2.99 2.506 1.848 0.461 0.459 0.563 0,404 10 53.48 3.039 2.554 1.898 0.51 0.507 0.613 0,543 11 58.83 3.086 2.6 1,944 0.557 0.553 0.659 0,590 12 64.17 3.134 2.646 1.988 0.605 0.599 0.703 0.636 MAX. PRESSURE (GAGE): ** FAILURE LOAD 28 (IN H20) 152.gl (PSF) DESCRIPTION OF FAILURE: SHEARING 32" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: B2t-8-t4.HT 70.00 60.00 ~ 40.00 UJ ~ 30.00 20.00 10.00 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 DEFLECTION (IN) Project No. T128-09 TEST DATE: 2/23/09 MANUFACTURER: Advanced Insulation Concepts Inc. PANEL NAME: 8" SSIP (Sampie~ FS502) SPECIMEN #: B22-8-14-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 14.66 TEST SPAN (FT): 14 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 190 DEAD LOAD (PSF): 3.28 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 #2 #3 YI Y2 Y3 (IN) 0 0.00 2.635 2.215 1.563 0 0 0 0 1 5.35 2.69 2.275 1.629 0.055 0.06 0.066 0.060 2 10.70 2,752 2.335 1,686 0.117 0.12 0.123 0,120 3 16.04 2.808 2.386 1.738 0.173 0.171 0.175 0.173 4 21.39 2.864 2.438 1.785 0,229 0.223 0.222 0.225 5 26.74 2.909 2.489 1.843 0.274 0.274 0.28 0,276 6 32.09 2.963 2,535 1.887 0.328 0.32 0.324 0.324 7 37.43 3.007 2.587 1.946 0.372 0.372 0.383 0.376 8 42.78 3.056 2.63 1.982 0.421 0.415 0.419 0.418 9 48.13 3.093 2.676 2.039 0.458 0.461 0.476 0.465 10 53.48 3.154 2.719 2.075 0.519 0.504 0.512 0.512 11 58.83 3,178 2.753 2.112 0.543 0.538 0.549 0.543 12 64.17 3.237 2.811 2.164 0.602 0.596 0.601 0.600 MAX. PRESSURE (GAGE): ** FAILURE LOAD 26.6 (IN H20) 145.43 (PSF) DESCRIPTION OF FAILURE: SHEARING 46.5" FROM MIDSPAN, HAT BUCKLING @ LAP. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR SPECIMEN: B22-8-14-HT 70.00 60.00 50.00 ~ 40.00 U.I ..,, ~ 30.00 20.00 10.00 0.00 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 DEFLECTION (IN) Project No, T128~39 TEST DATE: 3/2/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSIP (Sample~ FS484) SPECIMEN #: SI-10-9-HB SAMPLE WIDTH(IN): 47,375 PANEL LENGTH (FT): 9.66 TEST SPAN (FT): 9 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 138 DEAD LOAD (PSF): 3.62 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN P, VG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION {IN) DEFLECTION IN H20 {PSF) #1 #2 #3 Y1 Y2 Y3 (IN) 0 0.00 2.062 1.959 1.336 0 0 0 0 3 16.03 2.166 2.096 1.512 0.104 0.137 0.176 0.139 6 32.06 2.225 2.164 1.581 0.163 0.205 0.245 0,204 9 48.10 2.283 2.217 1.637 0.221 0.258 0.301 0.260 12 64.13 2.335 2.265 1.686 0.273 0.306 0,35 0.310 15 80.16 2.382 2.315 1.735 0,32 0.356 0.399 0.358 18 96.19 2.437 2.358 1.778 0.375 0.399 0.442 0.405 21 112.23 2.484 2.401 1.819 0.422 0.442 0.483 0.449 24 128.26 2.532 2.448 1.862 0.47 0.489 0.526 0.495 27 144.29 2.581 2.493 1.904 0.519 0.534 0.568 0.540 30 160.32 2.633 2.536 1.944 0.571 0.577 0.608 0.585 33 176.35 2~68 2.583 1.991 0.618 0.624 0.655 0.632 36 192.39 2.725 2.627 2.034 0.663 0.668 0.698 0.676 MAX. PRESSURE (GAGE): 51 (IN H20) **FAILURE LOAD 276.17 (PSF) DESCRIPTION OF FAILURE: SHEARING @ 31" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: SI-IO-9-HB 250.00 200.00 150.00 100.00 50.00 0.00 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 DEFLECTION (IN) Project No. T128-09 TEST DATE: 3/2/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSIP (Sample#FS483) SPECIMEN #: S2-10-9-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH (FT): 9.66 TEST SPAN (FT): 9 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 138.5 DEAD LOAD (PSF): 3.63 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 {PSF) ~ #2 #3 Y1 Y2 Y3 {IN) 0 0,00 0.375 0.347 0.377 0 0 0 0 4 21.38 0.473 0.462 0.51 0.098 0.115 0.133 0.115 8 42.75 0.548 0.535 0.58 0.173 0.188 0.203 0.188 12 64,13 0.615 0.595 0.637 0.24 0.248 0.26 0.249 16 85.51 0.676 0.654 0.701 0.301 0.307 0.324 0,311 20 106.88 0.74 0.716 0.76 0.365 0.369 0.383 0.372 24 128.26 0.802 0.776 0.822 0.427 0.429 0.445 0.434 28 149.63 0.866 0~839 0.884 0.491 0.492 0.507 0.497 32 171.01 0.916 0.897 0.95 0.541 0.55 0.573 0,555 36 192.39 0.972 0.96 1.021 0.597 0.613 0.644 0,618 40 213.76 1.02 1.019 1.097 0.645 0.672 0.72 0.679 44 235.14 1.077 1.088 1.173 0.702 0.741 0.796 0.746 MAX. PRESSURE (GAGE): 47.5 (IN H20) **FAILURE LOAD 257.47 (PSF) DESCRIPTION OF FAILURE: BUCKLING ~ 10.5" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: S2-10-9-HB 250.00 200.00 150.00 100.00 50.00 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 DEFLECTION (IN) Project No. T128-09 TEST DATE: 3/2/09 MANUFACTURER: Advanced InsulatJon Concepts PANEL NAME: 10" SSIP (Sample#FS482) SPECIMEN #: S3-10-9-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH (FT): 9.66 TEST SPAN (FT): 9 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 137.5 DEAD LOAD (PSF): 3.61 CHAMBER CORR. FACT, 1.0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. ~iDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) ~1 ~ #3 YI Y2 Y3 {IN) 0 0.00 0.353 0.3 0.366 0 0 0 0 4 21.38 0.454 0.411 0.488 0.101 0.111 0.122 0.111 8 42.75 0.527 0.484 0.565 0.174 0.184 0.199 0.186 12 64.13 0.586 0.541 0.62 0.233 0.241 0.254 0.243 16 85.51 0.642 0.597 0.675 0.289 0.297 0.309 0.298 20 106.88 0.696 0.648 0.731 0.343 0.348 0.365 0.352 24 128.26 0.76 0.713 0.795 0.407 0.413 0.429 0.416 28 149.63 0.814 0.767 0.844 0.461 0.467 0.478 0.469 32 171.01 0.866 0.826 0.915 0.513 0.526 0.549 0.529 36 192.39 0.922 0.884 0.977 0.569 0.584 0.611 0.588 40 213.76 0.995 0.953 1.052 0.642 0.653 0.686 0.660 44 235.14 1.062 1.017 1.119 0.709 0.717 0.753 0.726 MAX. PRESSURE (GAGE): 45.5 (IN H20) **FAILURE LOAD 246.76 (PSF) DESCRIPTION OF FAILURE: BUCKLING @ 7.5" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T12§-09 SPECIMEN: S3-10-9-HB 250.00 200.00 150.00 100.00 50.00 0.00 0 0.'~ 0.2 0.3 0.4 0.5 0.6 0.7 0,8 DEFLECTION (IN) Project No. T128-09 TEST DATE: 3/3/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSIP (Sample~ FS481) SPECIMEN #: S4-10-9-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH (FT): 9.66 TEST SPAN (FT): 9 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47,375 PANEL W'F. (LB): 138 DEAD LOAD (PSF): 3.62 CHAMBER CORR. FACT. 1,0277 LINER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG, MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) #1 #2 #3 YI Y2 Y3 0 0.00 0.402 0.396 0,173 0 0 0 0 5 26.72 0.531 0.518 0.296 0,129 0,122 0,123 0,125 10 53.44 0.615 0.596 0.369 0,213 0.2 0.196 0.203 15 80.16 0,692 0.671 0.44 0.29 0.275 0.267 0,277 20 106.88 0.76 0.742 0.514 0,358 0.346 0.341 0,348 25 133.60 0,817 0.803 0.586 0.415 0.407 0.413 0.412 30 160.32 0,88 0.87 0,654 0,478 0,474 0.481 0.478 35 187.04 0.957 0.943 0.726 0,555 0.547 0.553 0.552 40 213.76 1.022 1.013 0.8 0.62 0.617 0.627 0.621 45 240.48 1.09 1.081 0.868 0.688 0.685 0.695 0,689 50 267.20 1,165 1.167 0.956 0.763 0,771 0.783 0,772 55 293.92 1.239 1.248 1.053 0.837 0,852 0,88 0.856 60 320,64 1.327 1.351 1.173 0,925 0.955 1 0,960 MAX. PRESSURE (GAGE): 80.6 (IN H20) **FAILURE LOAD 434,35 (PSF) DESCRIPTION OF FAILURE: SHEARING @ 29.5" FROM END. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No: T128-09 SPECIMEN: S4.-10-9-HT 350.00 300.00 250.00 200.00 150.00 100.00 50.00 0.00 0 0.2 0.4 0.6 0.8 1.2 DEFLECTION (IN) Project No. T128-09 TEST DATE: 3/3/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSIP (Sample~ FS488) SPECIMEN#: S5-10-9-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH (FT): 9.66 TEST SPAN (FT): 9 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 138 DEAD LOAD (PSF): 3.62 CHAMBER CORR. FACT. 1.0277 UNER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 {PBF) #1 #2 #3 YI Y2 Y3 {IN) 0 0.00 0.405 0.349 0.425 0 0 O 0 5 26.72 0.512 0.465 0.549 0.107 0.116 0.124 0.116 10 53.44 0.602 0.546 0.627 0.197 0.197 0.202 0.199 15 80.16 0.67 0.613 0.692 0.265 0.264 0.267 0.265 20 106.88 0.734 0.68 0.764 0.329 0.331 0.339 0.333 25 133.60 0.82 0.754 0.83 0.415 0.405 0.405 0.408 30 160.32 0.886 0.82 0.887 0.481 0.471 0.462 0.471 35 187.O4 0.953 0.883 0.96 0.548 0.534 0.535 0.539 40 213.76 1.025 0.946 1.024 0.62 0.597 0.599 0.605 45 240.48 1.102 1.021 1.089 0.697 0.672 0.664 0.678 50 267.20 1.189 1.093 1.155 0.784 0.744 0.73 0.753 55 293.92 1.265 1.174 1.235 0.86 0.825 0.81 0.832 60 320.64 1.366 1.255 1.306 0.961 0.906 0.881 0.916 MAX. PRESSURE (GAGE): 80.6 (IN H20) **FAILURE LOAD 434.35 (PSF) DESCRIPTION OF FAILURE: SHEARING @ 29.5" FROM END. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No: T128-09 SPECIMEN: S5-t0-9-HT 350.00 300.00 250.00 200.00 150.00 100.00 50.00 0.00 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 I DEFLECTION (IN) Project No. T128-09 TEST DATE: 3/3/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSIP (Sample/¢ FS487) SPECIMEN #: S~10-9-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH (FT): 9.66 TEST SPAN (FT): 9 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: NEGATIVE COVER WIDTH (IN): 47,375 PANEL VVT. (LB): 137.5 DEAD LOAD (PSF): 3.61 CHAMBER CORR. FACT. 1.0277 ENER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) ~ #2 #3 Y1 Y2 Y3 (IN) 0 0.00 0.27 0.288 0.282 0 0 0 0 5 26.72 0.414 0.44 0.441 0.144 0.152 0.159 0.152 10 53.44 0,509 0.542 0.551 0.239 0.254 0.269 0.254 15 80.16 0,59 0.628 0.641 0.32 0.34 0.359 0.340 20 106.88 0.67 0.715 0.729 0.4 0.427 0.447 0.425 25 133.60 0.745 0.787 0.801 0.475 0.499 0.519 0.498 30 160.32 0.819 0.872 0.896 0,549 0.584 0.614 0.582 35 187.04 0.895 0.95 0.977 0.625 0.662 0.695 0.661 40 213.76 0,966 1.042 1.087 0.696 0.754 0.805 0.752 45 240.48 1.049 1.152 1~214 0.779 0.864 0.932 0.858 50 267.20 1.125 1.258 1.35 0.855 0.97 1.068 0.964 55 293.92 1.216 1.374 1.476 0.946 1.086 1.194 1.075 60 320.64 1.381 1,554 1.689 1.111 1.266 1.407 1.261 MAX. PRESSURE (GAGE): 65 (IN H20) **FAILURE LOAD 350.97 (PSF) DESCRIPTION OF FAILURE: SHEARING @ 16" FROM END. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No: T128-09 SPECIMEN: S6-10-9-HT 350,00 L I 300.00 250.00. 200.00 150.00 100.00 50.00 0.00 0 0.2 0.4 0.6 0.8 1 1.2 1.4 DEFLECTION (IN) Project No. T128-09 TEST DATE: 3/5/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSIP (Sampie~ FS524) SPECIMEN #: S7-4-7-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 7.66 TEST SPAN: 7 CHAMBER WIDTH LIN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 83 DEAD LOAD (PSF): 2.74 CHAMBER CORR. FACT. 1.0277 UNER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN ' e, VG. MIDSPAN GAGE TOTAL* READING {IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) ~ #2 ~ Y¶ Y2 Y3 (IN) 0 0.00 2.774 3.03 1.606 0 0 0 0 4 20.80 2.857 3.166 1.753 0.083 0.136 0.147 0,122 8 41.60 2.959 3.274 1.867 0.185 0.244 0,261 0.230 12 62.40 3.034 3.346 1.945 0.26 0.316 0.339 0.305 16 83.20 3.166 3.434 2.04 0.392 0.404 0.434 0.410 20 104.00 3.25 3.518 2.124 0.476 0.488 0.518 0.494 24 124.80 3.334 3.601 2.21 0.56 0.571 0.604 0.578 28 145.60 3.413 3.678 2.29 0.639 0.648 0.684 0.657 32 166.40 3.51 3.767 2.373 0,736 0.737 0.767 0.747 MAX. PRESSURE (GAGE): 49 (IN H20) *'FAILURE LOAD: 264.60 (PSF) DESCRIPTION OF FAILURE: SHEARING @ MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No: T128-09 SPECIMEN: S7-4-7-HB 180.00 160.00 140.00 120.00 100.00 80.00 60.00 40.00 20.00 0.00 0 0,1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 DEFLECTION (IN) Project No. T128-09 TEST DATE: 3/5109 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSIP (Sample~ FS525) SPECIMEN #: S8-4-7-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 7.66 TEST SPAN: 7 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47,375 PANEL WT. (LB): 83,5 DEAD LOAD (PSF): 2.76 CHAMBER CORR, FACT. 1.0277' LINER THICKNESS (IN): 0.021 PR~URE DiAL GAGE MID,PAN WG. MIDSPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) ~'1 #2 #3 Y1 Y2 Y3 (IN) 0 0.03 1.254 1.34g 1.323 0 0 0 0 4 20.80 1.384 1,475 1,451 0.13 0,126 0.128 0.128 8 41.60 1.482 1.57 1.541 0.228 0.221 0.218 0.222 12 62.40 1.564 1.646 1.624 0.31 0.297 0.301 0.303 16 83.20 1,645 1.727 1.702 0.391 0.378 0.379 0.383 20 104.00 1.722 1.804 1.786 0.468 0.455 0.463 0.462 24 124.80 1.685 1.882 1.862 0.551 0.533 0.539 0.541 28 145.60 1.687 1.964 1.949 0.633 0.615 0.626 0.625 32 168.40 1,985 2.033 2.034 0.731 0.704 0.711 0.715 36 187.20 2.079 2.143 2,128 0.825 0.794 0.805 0.808 40 208.00 2.178 2.238 2.222 0.924 0.889 0.899 0.904 MAX. PRESSURE (GAGE): 41 (IN H20) **FAILURE LOAD: 221.87 (PSi=) DESCRIPTION OF FAILURE: SHEARING 3"FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: S8-4-7-HB 250.00 200.00 oo.oo ,50.00 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 DEFLECTION (IN) 0.9 Project No, T128-09 TEST DATE: 3/5/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSIP (Sample~ FS526) SPECIMEN #: S9-4-7-HB SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(F'F): 7.66 TEST SPAN: 7 CHAMBER WIDTH (IN): 50 FASCIA THICI~IE~ (IN): 0.021 LOADING: POSITIVE COVER WIDTH (IN): 47.375 PANEL VVT. (LB): 82.5 DEAD LOAD (PSF): 2.73 CHAMBER CORR. FACT. 1.0277 LINER THICK~ES$ (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN WG. MIDSPAN GAGE TOTAL* READING (iN) DEFlECTiON (IN) DEFLEGTiON IN H20 (PSF) #1 #2 ~ Y1 Y2 Y3 (IN) 0 0.00 1.592 1.665 1.608 0 0 0 0 4 20.80 1.712 1.795 1.747 0.12 0.13 0.139 0.130 8 41.60 1.801 1.879 1.833 0.209 0.214 0.225 0.216 12 62.40 1.879 1,96 1.917 0,287 0.295 0,309 0.297 16 83.20 1.957 2.033 1,99 0.365 0.368 0.382 0.372 20 104.00 2.032 2.104 2.061 0.44 0.439 0.453 0.444 24 124.80 2.098 2.177 2.137 0.506 0.512 0.529 0.516 28 145.60 2.182 2.253 2.213 0.59 0.588 0.605 0.594 32 166.40 2.26 2.333 2.298 0.668 0.668 0.69 0.675 36 187.20 2.357 2.425 2.386 0.765 0.76 0.778 0.768 40 208.00 2.439 2.517 2.492 0.847 0.852 0.884 0.861 MAX. PRESSURE (GAGE): 41.3 (IN H20) **FAILURE LOAD: 223.44 (PSF) DESCRIPTION OF FAILURE: SHEARING 8.5" FROM MIDSPAN. * INCLUDES CHAMBER CORRECTION FACTOR ** INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-Og SPECIMEN: S9-4-7-HB 250.00 200,00 ~,150.00 ,~, 100.00 50.00 0.1 0.2, 0.3 0.4 0.5 0.6 0.7 DEFLECTION (IN) 0.8 0.9 Project No. T128-09 TEST DATE: 3/5/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSiP (Sample~ FS527) SPECIMEN #: S10-4-7-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 7.66 TEST SPAN: 7 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0,021 LOADING: NEGATIVE COVER WIDTH (iN): 47,375 PANEL WT. (LB): 83.5 DEAD LOAD (PSF): 2.76 CHAMBER CORR. FACT. 1.0277 ttNER THICKNESS (IN): 0.021 PRESSURE DIAL GAGE MIDSPAN AVG. MIl)SPAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) t/1 #2 #3 Y1 Y2 Y3 (IN) 0 0.00 1.559 1.617 1.521 0 0 0 0 5 26.00 1,693 1.757 1.671 0.134 0.14 0.15 0.141 10 52.00 1.8 1.866 1. / i/ 0.241 0.249 0.256 0.249 15 78.00 1.892 1.96 1.875 0.333 0.343 0.354 0.343 20 104.00 1.985 2.048 1.968 0.426 0,431 0.447 0A35 25 130.00 2,087 2,146 2.062 0.528 0.529 0.541 0.533 30 156.00 2.178 2.24 2,163 0.619 0,623 0.642 0.628 35 182.00 2.292 2.35 2.27 0.733 0.733 0.749 0.738 40 208.00 2.391 2.445 2.373 0,832 0.828 0.852 0,837 45 234.00 2.513 2.558 2.475 0.954 0.941 0.954 0,950 50 260.00 2.627 2.668 2.6 1,068 1.051 1.079 1.066 MAX. PRESSURE (GAGE): '"'FAILURE LOAD: 82.5 (IN H20) 338.77 (PSi=) DESCRIPTION OF FAILURE: SHEARING 11" FROM MIDSPAN. * iNCLUDES CHAMBER CORRECTION FACTOR **INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: S10-4-7-HT 250.00 200.00 100.00 50.00 0.00 0.2 0.4 0.6 0.8 1 DEFLECTION (IN) 1.2 Project No, T128-O9 TEST DATE: 3/5/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSIP (Sample~ FS528) SPECIMEN #: S11-4-7-HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 7.66 TEST SPAN: 7 CHAMBER WIDTH (IN): 50 FASCIA THICK~ESS (IN): 0,021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 82.5 DEAD LOAD (PSF): 2.73 CHAMBER CORR. FACT. 1.0277 LINER THICKNESS (IN): 0.021 PRE~$URE DIAL GAGE MIl)SPAN AVG. MID, PAN GAGE TOTAL* READING (IN) , DEFLECTION liN) DEFLECTION IN H20 ill'F) #t #2 #3 YI Y2, Y3 (IN) 0 0.00 1.542 1.641 1.514 0 0 0 0 5 26,00 1.681 1.786 1.66 0,139 0,145 0.146 0.143 10 52.00 1.782 1.88 1.76 0.24 0.239 0,246 0.242 15 78.00 1.878 1.978 1,859 0.336 0.337 0,345 0.339 20 104.00 1.98 2.075 1.953 0.438 0,434 0,439 0.437 25 130.00 2,081 2,165 2,041 0.539 0,524 0,527 0.530 30 156.00 2.186 2.273 2.154 0.644 0,632 0.64 0.639 35 182.00 2.296 2.374 2.25 0.754 0.733 0.736 0.741 46 208.00 2.397 2.477 2.358 0.855 0,836 0.844 0,845 45 234.00 2.543 2.602 2.469 1.001 0.961 0.955 0.972 50 260.00 2.695 2,747 2.61 1.153 1.106 1.096 1.118 MAX. PRESSURE (GAGE): **FAILURE LOAD: 59 (IN H20) 318.03 (PSF) DESCRIPTION OF FAILURE: SHEARING 8" FROM END. * INCLUDES CHAMBER CORRECTION FACTOR **INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: S11-4-?-HT 250.00 200.00 ~150.00 100.00 50.00 0 0.2 0.4 0.6 DEFLECTION (IN) 0.8 1.2 Project No. T128-09 TEST DATE: 3/5/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSIP (Sample~ FS529) SPECIMEN #: S12-4-7.HT SAMPLE WIDTH(IN): 47.375 PANEL LENGTH(FT): 7.66 TEST SPAN: 7 CHAMBER WIDTH (IN): 50 FASCIA THICKNESS (IN): 0,021 LOADING: NEGATIVE COVER WIDTH (IN): 47.375 PANEL WT. (LB): 83 DEAD LOAD (PSF): 2.74 CHAMBER CORR. FACT, 1.0277 LINER THICKNESS (IN): 0,021 PRESSURE 'DIAL GAGE MIDSPAN AVG. MID, PAN GAGE TOTAL* READING (IN) DEFLECTION (IN) DEFLECTION IN H20 (PSF) ~ #2 #3 Y1 Y2 Y3 (IN) 0 0.00 ' 1.337 1.52 1.425 0 0 0 0 5 26.00 1.486 1,691 1.614 0.149 0.171 0.189 0.170 10 52.00 1.593 1.795 1.723 0.256 0.275 0.298 0.276 t5 78.00 1.696 1.896 1.823 0.359 0,376 0.398 0.378 20 104.00 1.788 1.996 1.931 0.451 0.476 0.506 0.478 25 130.00 1.887 2.097 2.031 0.55 0.577 0.606 0.578 30 156.00 1.998 2.197 2.131 0.661 0.677 0.706 0.681 35 182.00 2.104 2.298 2.233 0.767 0.778 0.808 0.784 40 208~00 2.206 2.395 2.332 0.869 0.875 0.907 0.884 45 234.00 2.33 2.512 2.443 0.993 0.992 1.018 1.001 50 260.00 2.462 2.631 2.552 1.125 1.111 1.127 1.121 MAX. PRESSURE (GAGE): 63.7 (IN H20) **FAILURE LOAD: 343.16 (PSF) DESCRIPTION OF FAILURE: SHEARING 25" FROM END. * INCLUDES CHAMBER CORRECTION FACTOR **INCLUDES DEAD LOAD OF PANEL & CHAMBER CORRECTION FACTOR Project No. T128-09 SPECIMEN: S12-4-7-HT 300.00 250.00 200.00 100.00 50.00 0.00 0.2 0.4 0.6 0.8 1 DEFLECTION (IN) 1.2 PROJECT NO. T128-09 TEST DATE: 2/23/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSIP (SAMPLE NO. FS-535) TEST NO. AL1-4-6 COMPRESSIVE DISPLACEMENT LOAD GAGE 1 GAGE2 GAGE3 GAGE4 DELTA 1 (LB) (IN) (IN) (IN) (IN) (IN) 0 5.59 3.591 4.621 4.275 0 2000 5.59 3.59 4.618 4.272 0 4000 5.59 3.587 4.614 4.268 0 6000 5.588 3.587 4.602 4.257 0.002 8000 5.578 3.587 4.597 4.252 0.012 10000 5.578 3.587 4.596 4.248 0.012 12000 5.57 _ 3.586 4.592 4.242 0.02 14000 5.551 3.589 4.593 4.246 0.039 16000 5.519 3.573 4.571 4.251 0.071 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 DELTA 2 DELTA 3 DELTA 4 NET* (IN) (IN) (IN) (IN) 0 0 0 0 0.001 0.003 0.003 0.00175 0.004 0.007 0.007 0.0045 0.004 0.019 0.018 0.01075 0.004 0.024 0.023 0.01575 0.004 0.025 0.027 0.017 0.005 0.029 0.033 0.02175 0.002 0.028 0.029 0.0245 0.018 0.05 0.024 0.04075 NET COMPRESSIVE DISPLACEMENT 0.045 0.04 0.035 0.03 0.025 0.02 0.015 O.O1 0.005 0 0 5000 10000 15000 20000 LOAD {LB) FAILURE LOAD (LB) 18,393 DESCRIPTION OF FAILURE: LOCALIZED BUCKLING OF SKIN @ PANEL END. * Net Compressive Displacement = (Delta 1 +Delta 2 + Delta 3 + DeRa 4)~4 PROJECT NO. T128-09 TEST DATE: 2/23/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSlP (SAMPLE NO. FS-535) TEST NO. AL1-4-6 LATERAL DISPLACEMENT LOAD GAGE 5 GAGE 6 DELTA 1 DELTA 2 NET* (LB) (IN) (IN) (IN) (IN) (IN) 0 2.63 2.396 0 0 0 2000 2.637 2.383 0.007 0.013 0.01 4000 2.64 2.386 0.01 0.01 0.01 6000 2.638 2.396 0.008 0 0.004 8000 2.635 2.398 0.005 0.002 0.0035 10000 2.636 2.39 0.006 0.006 0.006 12000 2.684 2.403 0.054 0.007 0.0305 14000 2.716 2.433 0.086 0.037 0.0615 16000 2.742 2.457 0.112 0.061 0.0865 18000 2.768 2,492 0.138 0.096 0.117 PANEL WIDTH (IN): PANEL LENGTH (FT) 47.375 6 NET LATERAL DISPLACEMENT 0.14 0.12 0.1 0.08 0.04 0.0 0 5000 10000 15000 20000 LOAD (LB) FAILURE LOAD (LB) 18,393 DESCRIPTION OF FAILURE: LOCALIZED BUCKLING OF SKIN @ END PANEL. * Nat Lateral Displacement = (Delta 5 +Delta 6 )/2 PROJECT NO. T128-09 TEST DATE: 2/24/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSIP (SAMPLE NO. FS-534) TEST NO. AL2-4-6 COMPRESSIVE DISPLACEMENT LOAD GAGE 1 GAGE2 GAGE3 GAGE4 DELTA 1 (LB) (IN) (IN) (IN) (IN) (IN) 0 0.5 0.5 0.5 0.5 0 1500 0.5 0,499 0.5 0.497 0 3000 0.499 0.499 0.499 0,493 0.001 4500 0.498 0,498 0.497 0.492 0.002 6000 0.497 0.495 0,494 0.49 0.003 7500 0.496 0.493 0.494 0.489 0.004 9000 0.495 0.49 0,494 0.487 0.005 10500 0.495 0.487 0.494 0.481 0.005 12000 0.496 0.49 0.494 0.477 0,004 13500 0.496 0.49 0,495 0.475 0.004 15000 0,495 0.485 0,494 0.475 0.005 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 DELTA2 DELTA3 DELTA4 NET* (IN) (IN) (IN) (IN) 0 0 0 0 0.001 0 0.003 0.001 0,001 0.001 0,007 0.0025 0.002 0.003 0.008 0.00375 0,005 0.006 0.01 0,006 0.007 0.006 0.011 0.007 0.01 0,006 0.013 0.0085 0.013 0.006 0,019 0.01075 0.01 0.006 0.023 0.01075 0.01 0.005 0.025 0.011 0.015 0.006 0,025 0.01275 0,03.4 NET COMPRESSIVE DISPLACEMENT 0.012 0.01 0.008 0.006 0.004 0 5000 10000 15000 20000 LOAD(LB) FAILURE LOAD (LB) 18,643 DESCRIPTION OF FAILURE: BUCKLING OF SKIN {~ BOTTOM EDGE OF TOP CHANNEL. * Net Compressive Displacement = (Delta 1 +Delta 2 + Delta 3 + Delta 4)/4 PROJECT NO. T128~9 TEST DATE: 2/24/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSIP (SAMPLE NO. FS-534) TEST NO. AL2-4-6 LATERAL DISPLACEMENT LOAD GAGE 5 GAGE 6 DELTA 1 DELTA 2 NET* (LB) (IN) (IN) (IN) (IN) (IN) 0 0.5 0.5 0 0 0 1500 0.515 0.5 0.015 0 0.0075 3000 0.525 0.501 0.025 0.001 0.013 4500 0.53 0.503 0.03 0.003 0.0165 6000 0.534 0.501 0.034 0.001 0.0175 7500 0.541 0.498 0.041 0.002 0.0215 9000 0.546 0.498 0.046 0.002 0.024 10500 0.552 0.499 0.052 0.001 0.0265 12000 0.552 0.5 6.052 0 0.026 13500 0.551 0.504 0.051 0.004 0.0275 15000 0.544 0.52 0.044 0.02 0.032 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 NET LATERAL DISPLACEMENT 0.035 0.03 ' ~ 0.025 f- ~' 0.02 ~ 0.015 ~ 0.01 ~?~ 0.00~ 0 5000 10000 15000 LOAD {LB) 20000 FAILURE LOAD (LB) 18,643 DESCRIPTION OF FAILURE: BUCKLING OF SKIN ~ BO~-FOM EDGE OF TOP CHANNEL. * Net Lateral Displacement = (Delta 5 +Delta 6 )/2 PROJECT NO. T128-09 TEST DATE: 2~27/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSIP (SAMPLE NO. FS-533) TEST NO. AL3-4-6 COMPRESSIVE DISPLACEMENT LOAD GAGE 1 GAGE2 GAGE3 GAGE4 DELTA 1 (LB) (IN) (IN) (IN) (IN) (IN) 0 2,316 2.736 3.822 3.131 0 1500 2.316 2.735 3.822 3.129 0 3000 2.315 2.736 3.821 3.124 0,001 4500 2.315 2.724 3.821 3.125 0.001 6000 2.315 2,724 3.821 3.126 0.001 7500 2.314 2.715 3.824 3.126 0.002 9000 2.313. 2,716 3,824 3.126 0,003 10500 2.312 2.715 3.824 3.126 0,004 12000 2.31 2.716 3.824 3.126 0.006 13500 2.308 2.714 3.823 3,126 0,008 15000 2.304 2.715 3.822 3,127 0.012 16500 2.299 2.704 3,818 3.125 0.017 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 DELTA 2 DELTA 3 DELTA 4 NET* (IN) (IN) (IN) (IN) 0 0 0 0 0.001 0 0.002 0.00075 0 0,001 0.007 0.00225 0,012 0.001 0,006 0.005 0.012 0.501 0.005 0.00475 0.021 0.002 0.005 0.0075 0.02 0.002 0.505 0.0075 0.021 0.002 0.505 0.008 0.02 0,002 0.005 0.00825 0.022 0.001 0.005 0.009 0.021 0 0.004 0.00925 0,032 0.004 0.006 0.01475 NET COMPRESSIVE DISPLACEMENT 0.016 0.014 0.012 0.01 O.OOB 0.006 0.004 0 0 5OOO 100OO 15000 LOAO(~) 200OO FAILURE LOAD (LB) 17,493 DESCRIPTION OF FAILURE: LOCALIZED PANEL BUCKLING ¢~ SIDE CORNERS. * Net Compressive Displacement = (Delta 1 +Delta 2 + Delta 3 + Delta 4)~4 PROJECT NO. T128-O9 TEST DATE: 2/27/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 4" SSIP (SAMPLE NO. FS-533) TEST NO. AL3-4-6 LATERAL DISPLACEMENT LOAD GAGE 5 GAGE 6 DELTA 1 DELTA 2 NET* (LB) (IN) (IN) (IN) (IN) (IN) 0 3.232 3.308 0 0 0 1500 3,252 3,314 0.02 0.006 0.013 3000 3.268 3.32 0.036 0.012 0.024 4500 3,308 3.363 0,076 0.055 0.0655 6000 3.348 3.409 0.116 0.101 0.1085 7500 3.346 3.412 0.114 0.104 0.109 9000 3,352 3.416 0.12 0,108 0.114 10500 3.359 3.421 0.127 0.113 0.12 12000 3.37 3.432 0,138 0.124 0.131 13500 3,388 3.447 0.156 0.139 0.1475 15000 3.403 3.46 0,171 0.152 0.1615 16500 3.409 3.477 0,177 0.169 0,173 17350 3.442 3.56 0.21 0.252 0,231 PANEL WIDTH (IN): 47.375 PANEL LENGTH (F'r) 6 NET LATERAL DISPLACEMENT 10000 15000 0.25 0.2 --~ 0.15 15 "~ 0.05 0 0 5000 200{)0 mAD(LB) FAILURE LOAD (LB) 17,493 DESCRIPTION OF FAILURE: LOCALIZED PANEL BUCKLING ~ SIDE CORNERS. * Net Lateral Displacement = (Delta 5 +Detta 6 )/2 PROJECT NO. T128-09 TEST DATE: 3/2/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 8" SSlP (SAMPLE NO. FS-504) TEST NO. AL4-8-6 COMPRESSIVE DISPLACEMENT LOAD GAGE 1 GAGE2 GAGE3 GAGE4 DELTA 1 (LB) (IN) (IN) (IN) (IN) (IN) 0 2.239 2.986 4.17 3.206 0 2000 2.239 2.982 4.17 3.203 0 4000 2.238 2.979 4.169 3.201 0.001 6000 2.237 2.973 4.167 3.202 0.002 10000 2.243 2.976 4.162 3.201 0.004 12000 2.244 2.975 4.163 3.199 0.005 14000 2.241 2.969 4.161 3.197 0.002 16000 2.236 2.967 4.164 3.197 0.003 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 DELTA 2 DELTA 3 DELTA 4 NET* (IN) (IN) (IN) (IN) 0 0 0 0 0.004 0 0.003 0.00175 0.007 0.001 0.005 0.0035 0.013 0.003 0.004 0.0055 0.01 0.008 0.005 0.00675 0.011 0.007 0.007 0.0075 0.017 0.009 0.009 0.00925 0.019 0.006 0.009 0.00925 NET COMPRESSIVE DISPLACEMENT 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.00; 0 5000 10000 3.5000 LOAD 20000 FAILURE LOAD (LB) 20,243 DESCRIPTION OF FAILURE: LOCALIZED BUCKLING @ TOP OF PANEL. * Net Compressive Displacement = (Delta 1 +Delta 2 + Delta 3 + Delta 4)~4 PROJECT NO. T128-09 TEST DATE: 3/2/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 8" SSIP (SAMPLE NO. FS-504) TEST NO. AL4-8-6 LATERAL DISPLACEMENT LOAD GAGE 5 GAGE 6 DELTA 1 DELTA 2 NET* (LB) (IN) (IN) (IN) (IN) (IN) 0 3.577 3.344 0 0 0 2000 3.583 3.348 0.006 0.004 0.005 4000 3.596 3.355 0.019 0.011 0.015 6000 3.61 3.373 0.033 0.029 0.031 8000 3.62 3.376 0.043 0.032 0.0375 10000 3.614 3.376 0.037 0.032 0.0345 12000 3.612 3.381 0.035 0.037 0.036 14000 3.627 3.393 0.05 0.049 0.0495 16000 3.664 3.422 0.087 0.078 0.0825 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 NET LATERAL DISPLACEMENT 0.09 0.08 0.07 ::o: 0.02 0 5000 10000 15000 20000 LOAD (I.B) FAILURE LOAD (LB) 20,243 DESCRIPTION OF FAILURE: LOCALIZED BUCKLING ~ TOP OF PANEL. * Net Lateral Displacement = (Delta 5 +Delta 8 )/2 PROJECT NO. T128-09 TEST DATE: 3/3/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 8" SSIP (SAMPLE NO. FSo505) TEST NO. AL5-8-6 COMPRESSIVE DISPLACEMENT LOAD GAGE 1 GAGE2 GAGE3 GAGE4 DELTA1 (LB) (IN) (IN) (IN) (IN) (IN) 0 2.411 2.868 4.29 3.361 0 2000 2.409 2.869 4,29 3,358 0.002 4000 2.408 2.867 4.29 3.355 0.003 6000 2.406 2.872 4,289 3_353 0,005 8000 2,405 2.87 4.286 3.349 0.006 10000 2.405 2.866 4.284 3.347 0.006 12000 2.405 2.858 4.283 3.347 0.006 14000 2.404 2.853 4.279 3.346 0.007 16000 2.403 2.859 4.271 3.346 0.008 18000 2,401 2.855 4.271 3_345 0.01 PANEL WIDTH (IN): 47.375 PANEL LENGTH (F-r) 6 DELTA2 DELTA3 DELTA4 NET* (IN) (IN) (IN) (IN) 0 0 0 0 0,001 0 0.003 0.0015 0.001 0 0.003 0.0025 0.004 0.001 0,008 0.0045 0.002 0,004 0.012 0.006 0,002 0,006 0.014 0.007 0.01 0.007 0.014 0.00925 0,015 0.011 0.015 0.012 0.009 0.019 0.015 0.01275 0.013 0,019 0,016 0.0145 NET COMPRESSIVE DISPLACEMENT 0.016 0.014 0.012 0.01 0.008 O.OO6 0.004 0.00~ o sooo 100oo 150oo 2oooo LOAD (LB) FAILURE LOAD (LB) 22,693 DESCRIPTION OF FAILURE: PANEL BUCKLING * Net Compressive Displacement = (Delta 1 +Delta 2 + Delta 3 + Delta 4)/4 PROJECT NO. T128-09 TEST DATE: 3/3/09 MANUFACTURER: Advanced Insulatioe Concepts PANEL NAME_' 8" SSIP (SAMPLE NO. FS-505) TEST NO. AL5-8-6 LATERAL DISPLACEMENT LOAD GAGE 5 GAGE 6 DELTA 1 DELTA 2 NET* (LB) (IN) (IN) (IN) (IN) (IN) 0 3.384 3.856 0 0 0 2000 3.41 3.844 0.026 0.012 0.019 4000 3.42 3.858 0.036 0.002 0.019 6000 3,424 3.876 0.04 0.02 0.03 8000 3.431 3.884 0.047 0.028 0.0375 10000 3.43 3.886 0.046 0.03 0.038 12000 3.428 3.888 0.044 0,032 0.038 14000 3.426 3.889 0.042 0.033 0.0375 16000 3.417 3,881 0.033 0,025 0.029 18000 3.431 3.874 0.047 0.018 0.0325 20000 3.572 4.02 0.188 0.164 0.176 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 NET LATERAL DISPLACEMENT 0.2 0.14 0.12 t 0.06 0.04 ~ 0 5000 10000 15000 20000 25000 LOA0 (LB) FAILURE LOAD (LB) 22,693 DESCRIPTION OF FAILURE: PANEL BUCKLING. * Net Lateral Displacement = (Delta 5 +Delta 6 )/2 PROJECT NO. T128-09 TEST DATE: 3/3/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 8" SSIP (SAMPLE NO. FS-506) TEST NO. AL6-8~ COMPRESSIVE DISPLACEMENT LOAD GAGE 1 GAGE 2 GAGE 3 GAGE 4 DELTA 1 (LB) UN ) (IN) (~N) (IN) (IN) 0 2.272 2.637 4.245 3.038 0 2000 2.269 2.635 4,244 3.037 0.003 4000 2.268 2.637 4.242 3.033 0.004 6000 2.267 2.637 4.239 3.03 0.005 8000 2.267 2.64 4.237 3.027 0,005 10000 2.266 2.637 4.235 3.025 0.006 12000 2.265 2.633 4.233 3.023 0.007 14000 2.264 2.629 4.232 3.02 0.008 16000 2.261 2.631 4.229 3.017 0.011 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 DELTA 2 DELTA 3 DELTA 4 NET* (IN) (IN) (IN) (IN) 0 0 0 0 0.002 0.001 0.001 0.00175 0 0.003 0.005 0.003 0 0.006 0.008 0.00475 0.003 0.008 0.011 , 0.00675 0 0.01 0.013 0.00725 0.004 0.012 0.015 0.0095 0.008 0.013 0.018 0.01175 0.006 0.016 0.021 0.0135 NET COMPRESSIVE DISPLACEMENT 0.016 0.014 0.012 0.01 0.008 0.006 0.004 0.002 0 0 5000 10000 15000 LOAD {LB) 20000 FAILURE LOAD (LB) 20,593 DESCRIPTION OF FAILURE: LOCALIZED PANEL BUCKLING & FASTENER SHEARING. * Net Compressive Displacement = (Delta 1 +Delta 2 + Delta 3 + Delta 4)14 PROJECT NO. T128-O9 TEST DATE: 3~3~09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 8" SSlP (SAMPLE NO. FS-506) TEST NO. AL6-8-6 LATERAL DISPLACEMENT LOAD GAGE 5 GAGE 6 DELTA 1 DELTA 2 NET* (LB) (IN) (IN) (IN) (IN) (IN) 0 3.333 3.496 0 0 0 2000 3.349 3.491 0.016 0.005 0.0105 4000 3.362 3.499 0.029 0.003 0.016 6000 3.373 3.511 0.04 0.015 0.0275 8000 3.371 3.511 0.038 0.015 0.0265 10000 3.376 3.514 0.043 0.018 0.0305 12000 3.38 3.515 0.047 0.019 0.033 14000 3.383 3.514 0.05 0.018 0.034 16000 3.385 3.516 0.052 0.02 0.036 PANEL WIDTH (IN): 47.375 PANEL LENGTH (F'r) 6 NET LATERAL DISPLACEMENT 0.04 0.03 0.025 0.02 0.03.5 0.05. 0.00 0 5OOO 100OO 15000 2OOO0 LOAD{~) FAILURE LOAD (LB) 20,593 DESCRIPTION OF FAILURE: LOCALIZED PANEL BUCKLING & FASTENER SHEARING. * Net Lateral Displacement = (Delta 5 +Delta 6 )/2 PROJECT NO. T128-09 TEST DATE: 3/5/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSIP (SAMPLE NO. FS-489) TEST NO. AL7-10-6 COMPRESSIVE DISPLACEMENT LOAD GAGE 1 GAGE2 GAGE3 GAGE4 DELTA 1 (LB) (IN) (IN) (IN) (IN) (IN) 0 2.216 2.64 4.243 2.973 0 2000 2.217 2.638 4.24 2.971 0.001 4000 2.218 2.64 4.237 2.97 0.002 6000 2.216 2.638 4.236 2.968 0 8000 2.214 2.639 4.235 2.966 0.002 10000 2.212 2.638 4.233 2.967 0.004 12000 2.21 2.645 4.235 2.967 0.006 14000 2.205 2.646 4.231 2.968 0.011 16000 2.2 2.647 4.222 2.97 0.016 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 DELTA 2 DELTA 3 DELTA 4 NET* (IN) (IN) (IN) (IN) 0 0 0 0 0.002 0.003 0.002 0.002 0 0.006 0.003 0.00275 0.002 0.007 0.005 0.0035 0.001 0.008 0.007 0.0645 0.002 0.01 0.006 0.0055 0.005 0.008 0.006 0.00625 0.006 0.012 0.005 0.0085 0.007 0.021 0.003 0.01175 NET COMPRESSIVE DISPLACEMENT 0.014 0.012 0.01 0.008 0.006 0.004 0.002 0 5000 10000 15000 LOAD (LB) 20000 FAILURE LOAD (LB) 18,443 DESCRIPTION OF FAILURE: BUCKLING OF FACE PANEL. * Net Compressive Displacement = (Delta 1 +Delta 2 + Delta 3 + Delta 4)14 PROJECT NO. T128-09 TEST DATE: 315/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSlP (SAMPLE NO. FS-489) TEST NO. AL7-10-6 LATERAL DISPLACEMENT LOAD GAGE 5 GAGE 6 DELTA 1 DELTA 2 NET* (LB) (IN) (IN) (IN) (IN) (IN) 0 2.834 3.934 0 0 0 2000 2.836 3.93 0.002 0.004 0.003 4000 2.831 3.929 0.003 0.005 0.004 6000 2.836 3.931 0.002 0.003 0.0025 8000 2.839 3.926 0.005 0.008 0.0065 10000 2.841 3.918 0.007 0.016 0.0115 12000 2.841 3.909 0.007 0.025 0.016 14000 2.835 3.904 0.001 0.03 0.0155 16000 2.827 3.897 0.007 0.037 0.022 PANEL WIDTH (IN): PANEL LENGTH (FT) 47.375 6 NET LATERAL DISPLACEMENT 0.025 0.02 0.015 0.01 0'001 ~ 0 5000 10000 15000 LOAD (LB) 2OOOO FAILURE LOAD (LB) 18,443 DESCRIPTION OF FAILURE: BUCKLING OF FACE PANEL. * Net Lateral Displacement -- (Delta 5 +Delta 6 )/2 PROJECT NO. T128-09 TEST DATE: 3/5/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSlP (SAMPLE NO. FS-490) TEST NO. AL8-10-6 COMPRESSIVE DISPLACEMENT LOAD GAGE 1 GAGE2 GAGE3 GAGE4 DELTA 1 (LB) (IN) (IN) (IN) (IN) (IN) 0 2.453 2.946 4,055 3.066 0 2000 2.452 2.942 4.053 3.066 0,001 4000 2.45 2.943 4.05 3.063 0,003 6000 2.449 2.94 4.046 3.061 0,004 8000 2.447 2,936 4.043 3.059 0.006 10000 2.445 2.937 4.039 3.059 0.008 12000 2.443 2.938 4.035 3.058 0.01 14000 2,442 2.934 4.03 3,058 0.011 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 DELTA 2 DELTA 3 DELTA 4 NET* (IN) (IN) (IN) (IN) 0 0 0 0 0.004 0.002 0 0.00175 0.003 0.005 0.003 0.0035 0.006 0.009 0.005 0.006 0.01 0.012 0.007 0.00875 0.009 0.016 0.007 0.01 0,008 0.02 0.008 0.0115 0,012 0.025 0.008 0.014 NET COMPRESSIVE DISPLACEMENT 0.016 0.014 0.012 0.006 0.004 0 5000 lOOO0 15000 LOAD ( FAILURE LOAD (LB) 16,243 DESCRIPTION OF FAILURE: PANEL BUCKLING * Net Compressive Displacement = (Delta 1 +Delta 2 + Delta 3 + Delta 4)/4 PROJECT NO. T128-09 TEST DATE: 3/5/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSIP (SAMPLE NO. FS-490) TEST NO. AL8-10-6 LATERAL DISPLACEMENT LOAD GAGE 5 GAGE 6 DELTA 1 DELTA 2 NET* (LB) (IN) (IN) (IN) (IN) (IN) 0 3.508 2.65 0 0 0 2000 3.514 2.657 0.006 0.007 0.0065 4000 3.519 2.655 0.011 0.005 0.008 6000 3.522 2.649 0.014 0.001 0.0075 8000 3.522 2.645 0.014 0.005 0.0095 10000 3.521 2.645 0.013 0.005 0.009 12000 3.519 2.646 0.011 0.004 0.0075 14000 3.513 2.639 0.005 0.011 0.008 PANEL WIDTH (IN): 47.375 PANEL LENGTH (F-r) 6 NET LATERAL DISPLACEMENT 0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001 0 0 5000 10000 15000 LOAD (LB) FAILURE LOAD (LB) 16,243 DESCRIPTION OF FAILURE: PANEL BUCKLING * Net Lateral Displacement = (Delta 5 +Delta 6 )/2 PROJECT NO. T128-09 TEST DATE: 3/9/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSlP (SAMPLE NO. FS-491) TEST NO. AL9-10-6 COMPRESSIVE DISPLACEMENT LOAD GAGE 1 C-;-;-;-~GE 2 GAGE 3 GAGE 4 DELTA 1 (LB) (IN) (IN) (IN) (IN) (IN) 0 2.59 2.732 4.053 3.022 0 2000 2.587 2.733 4.053 3.022 0.003 4000 2.584 2.723 4.055 3.018 0.006 6000 2.588 2.718 4.055 3.016 0.002 8000 2.586 2.721 4.052 3.014 0.004 10000 2.586 2.721 4.051 3.012 0.004 12000 2.586 2.723 4.05 3.01 0.004 14000 2.585 2.725 4.049 3.008 0.005 16000 2.585 2.709 4.068 3.003 0.005 18000 2.6 2.708 4.082 3.005 0.01 20000 2.566 2.71 4.103 3.016 0.024 PANEL WIDTH (IN): 47.375 PANEL LENGTH (FT) 6 DELTA 2 DELTA 3 DELTA 4 NET* (IN) (IN) (IN) (IN) 0 0 0 0 0.001 0 0 0.001 0.009 0.002 0.004 0.00525 0.014 0.002 0.006 0.006 0.011 0.001 0.008 0.006 0.011 0.002 0.01 0.00675 0.009 0.003 0.012 0.007 0.007 0.004 0.014 0.0075 0.023 0.015 0.019 0.0155 0.024 0.029 0.017 0.02 0.022 0.05 0.006 0.0255 NET COMPRESSIVE DISPLACEMENT 0.03 0.025 0.02 0.015 0.01 0'001 f 0 5000 ~.O(X)O 15000 20000 25000 FAILURE LOAD (LB) 20,434 DESCRIPTION OF FAILURE: LOCALIZED BUCKLING (~ TOP RIGHT OF PANEL. * Net Compressive Displacement = (Data 1 +Delta 2 + Delta 3 + Delta 4)~4 PROJECT NO. T128-09 TEST DATE: 3/9/09 MANUFACTURER: Advanced Insulation Concepts PANEL NAME: 10" SSIP (SAMPLE NO. FS-491) TEST NO. AL9-10-6 LATERAL DISPLACEMENT LOAD GAGE 5 GAGE 6 DELTA 1 DELTA 2 NET* (LB) (IN) (IN) (IN) (IN) (IN) 0 3.51 2,348 0 0 0 2000 3.523 2.37 0.013 0.022 0.0175 4000 3.521 2.344 0.011 0.004 0,0075 6000 3.511 2,355 0.001 0,007 0.004 10000 3,499 2.314 0.011 0.034 0.0225 12000 3.497 2.317 0.013 0.031 0.022 14000 3.496 2,328 0,014 0.02 0.017 16000 3.589 2.452 0.079 0.104 0.0915 18000 3.676 2.529 0.166 0.181 0.1735 20000 2.826 2,703 0.684 0.355 0.5195 PANEL WIDTH (IN): PANEL LENGTH (FT) 47,375 6 0.6 NET LATERAL DISPLACEMENT 0.4 0,3 0.2 0 5000 10000 15000 20000 25000 LOAD {LB) FAILURE LOAD (LB) 20,434 DESCRIPTION OF FAILURE: LOCALIZED BUCKLING @ TOP RIGHT OF PANEL. * Net Lateral Displacement -- (Delta 5 +Delta 6 )/2 Project No. T128-09 Test Date: 3/4/09 Manufacturer: Advanced Insulation Concepts Panel Name: 4" SSIP Sample No. FS530 u~ck EPS foam core, Sample Description: Structural Steel Insulated Panel, 4"" ' 0.021" steel face, 0.021" steel liner Fastener: TRIJFAST SIPHD-6000 (¼"-20 X 6" long) self drill wafer head fastener using 1-1/8" nominal dim (1.10" actual dia.) galvanized steel washer (0.040" thick steel) with bonded rubber gasket ROOF SCREW PULL THROUGH TESTS Test No. Ultimate Load Test No. Ultimate Load Ob) (lb) 1 1,304 6 1,300 2 1,260 7 1,106 3 1,120 8 1,340 4 1,164 9 1,226 5 1,354 10 1,202 Resulls As a result of the loading applied to the fastener, in all cases the fastener pulled through the exterior skin of the panel at the ultimate load indicated above. Project No. T128-09 Test Date: 4/1/09 Manufacturer: Advanced Insulation Concepts Panel Name: 4" SSIP Sample Description: Slxuetural Steel Insulated Panel, 4" thick EPS foam core, 0.021" steel face, 0.021" steel liner Fastener: TRUFAST SIPHD-6000 (¼"-20 X 6" long) self drill wafer heed fastener using 1-1/8" nominal dia. (1.10" actual dia.) galvanized steel washer (0.040" thick steel) with bonded rubber gasket Fastener Edge Distance: 1" ROOF SCREW PULL THROUGH TESTS Test No. Ultimate Load (lb) 1 700 2 651 3 654 4 674 5 651 Results As a result of the loading applied to the fastener, in all cases the panel failed due to localized buckling at the ultimate loed indicated above. Project No. T128-09 Test Date: 4/13/09 Manufacturer: Advanced Insulation Concepts Panel Name: 4" SSIP Sample Description: Structural Steel Insula~axl Panel, 4" thick EPS foam core, 0.021" steel face, 0.021" steel liner Fastener: TRUFAST SIPHD-6000 (¼"-20 X 6" long) self drill wafer head fastener using 1-1/8" nominal dia. (1.10" actual dia.) galvanized steel washer (0.040" thick steel) with bonded robber gasket Fastener Edge Distance: 2-1/2" ROOF SCREW PULL THROUGH TESTS Test No. Ultimate Load (lb) 1 612 2 648 3 642 4 590 5 602 R~ults As a result of the loading applied to the fastener, in all cases the panel failed due to localized buckling at the ultimate load indicated above. Project No. T128-09 Test Date: 4/13/09 Manufacturer: Advanced Insulation Concepts Panel Name: 4" SSIP Sample Description: Structural Steel Insulated Panel, 4" thick EPS foam core, 0.021" steel face, 0.021" steel liner Fastener: TRUFAST SIPHD-6000 (¼"-20 X 6" long) self drill wafer head fastener using 1-1/8" nominal dia. (1.10" actual dim) galvanized steel washer (0.040" thick steel) with bonded robber gasket Fastener Edge Distance: 4" ROOF SCREW PULL THROUGH TESTS Test No. Ultimate Load Ob) I 798 2 824 3 820 4 862 5 804 Results As a result of the loading applied to the fastener, in all cases the panel failed due to localized buckling at the ultimate load indicated above. Project No. T128-09 Test Date: 3/4/09 Manufacturer: Advanced Insulation Concepts Panel Name: 8" SSIP Sample No. FS501 Sample Description: Stmctmal Steel Insulated Panel, 8" thick EPS foam core, 0.021" steel face, 0.021" steel liner Fastener: TRUFAST SIPHD-9750 (¼"-20 X 9-3/4" long) self drill wafer head fastener using 1-1/8" llominal dia. (1.10" actual dia.) galvanized steel washer (0.041Y' thick steel) with bonded robber gasket ROOF SCREW PULL THROUGH TESTS Test No. Ultimate Load Test No. Ultimate Load (lb) (lb) 1 1,146 6 1,120 2 1,224 7 1,160 3 1,342 8 1,304 4 1,064 9 1,280 5 1,040 10 1,238 Rmults As a result of the loading applied to the fastener, in all cases the fastener pulled through the exterior skin of the panel at the ultimate load indicated above. Project No. T128-09 Test Date: 4/1/09 Manufacturer: Advanced Insulation Concepts Panel Name: 8" SSIP Sample Description: Structural Steel Insulated Panel, 8" thick EPS foam core, 0.021" steel face, 0.021" steel liner Fastener: TRUFAST SIPHD-9750 (¼"-20 X 9-3/4" long) self drill wafer head fastener using 1-1/8" nominal dia. (1.10" actual dia.) galvanized steel washer (0.040" thick steel) with bonded rubber gasket Fastener Edge Distance: 1" ROOF SCREW PULL THROUGH TESTS Test No. Ultimate Load I 446 2 512 3 433 4 440 5 566 Results As a result of the loading applied to the fastener, in all cases the panel failed due to localized buckling at the ultimate load indicated above. Project No. T128-09 Test Date: 3/4/09 Manufacturer: Advanced Insulation Concepts Panel Name: 10" SSIP Sample No. FS486 Sample Description: Structural Steel Insulated Panel, 10" thick EPS foam core, 0.021" steel face, 0.021" steel liner Fastener: TRUFAST SIPHD-11750 (¼"-20 X 11-3/4" long) self drill wafer head fastener using 1-1/8" nominal dia. (1.10" actual dia.) galvanized steel washer (0.040" thick steel) with bonded rubber gasket ROOF SCREW PULL THROUGH TESTS Test No. Ultimate Load Test No. Ultimate Load (lb) (lb) 1 1,252 6 1,258 2 1,241 7 1,203 3 1,056 8 1,138 4 1,003 9 1,192 5 1,137 10 1,103 As a result of thc loading applied to the fastener, in all cases the fastener pulled through the exterior skin of the panel at the ultimate load indicated above. Project No. T128-09 Test Date: 4/1/09 Manufacturer: Advanced Insulation Concepts Panel Name: 10" SSI? Sample Description: Structural Steel Insulted Panel, 10" thick EPS foam core, 0.021" steel face, 0.021" steel liner Fastener: TRUFAST SIPHD-11750 (¼'-20 X 11-3/4" long) self drill wafer head fastener using 1-1/8" nominal dia. (1.10" actual dia.) galvanized steel washer (0.040" thick steel) with bonded robber gasket Fastener Edge Distance: 1" ROOF SCREW PULL THROUGH TESTS Test No. Ultimate Load 1 464 2 471 3 490 4 423 5 444 Results As a result of the loading applied to the fastener, in all cases the panel failed due to localized buckling at the ultimate load indicated above. Project No. T128-09 Test Date: 4/13/09 Manufacturer: Advanced Insulation Concepts Panel Name: 10" SSIP Sample Description: Structural Steel Insulated Panel, 10" thick EPS foam core, 0.021" steel face, 0.021" steel liner Fastener: TRUFAST SIPHD-11750 (¼"-20 X 11-3/4" long) self drill wafer head fastener using 1-1/8" nominal dia. (1.10" actual dia.) galvani:,ed steel washer (0.040" thick steel) with bonded robber gasket Fastener Edge Distance: 4" ROOF SCREW PULL THROUGH TESTS Test No. Ultimate Load (lb) 1 9O0 2 856 3 868 4 836 5 798 Results As a result of the loading applied to the fastener, in all cases the panel failed due to localized buckling at the ultimate load indicated above. Project No. T128-09 Test Date: 4/13/09 Manufacturer: Advanced Insulation Concepts Panel Name: 10" SSI]? Sample Description: Structural Steel Insulated Panel, 10"thick EPS foam core, 0.021" steel face, 0.021" steel liner Fastener: TRUFAST SIPHD-11750 (¼"-20 X 11-3/4" long) self&ill wafer head fastener using 1-1/8" nominal dim (1.10" actual dia.) galvani?ed Steel washer ~ 0.040" thick steel) with bonded rubber gasket Fastener Edge Distance: 2-1/2" ROOF SCREW PULL THROUGH TESTS Test No. Ultimate Load (lb) 1 494 2 536 3 592 4 578 5 586 Results As a result of the loading applied to the fastener, in all eases the panel failed due to localized buckling at the ultimate load indicated above. PROJECT NO: T128-09 DATE: 3/12/09 ASTM FA55 SHEAR DIAPHRAGM TEST MANUFAL'I'uRER: Advanced Insulation Concepts LOAD CELLg DEFL DIAL#: DEFL DIAL#: DEFL DIAL#: DEFL DIAL#: 100T LOAD CI~ .1'. CENTRAL(1099094) 06199045 99180502 05035855-03 05035855-08 TEST NO: SDI-4-10 Bare Frame PANEL NAME: 4" SSIP GA: .021 FASCIA: .021 LINER: .021 TEST DATE: 3/11/09 TOT TLME UN-DER LOAD: 22 minutes SAMPLE~: FS519, FS520, FS521 FS522, FS523 LOAD DIAL GAGE READINGS (tN) (LBS) #1 02 #3 04 0 2.064 2.721 0.703 2.980 200 2.098 2.718 1.766 2.983 400 2.107 2.717 2.025 2.984 600 2.120 2.715 2.392 2.984 800 2.129 2.714 2.651 2.985 1000 2.135 2.712 2.867 2.985 1200 2.140 2.711 3.055 2.986 1400 2.147 2.709 3.295 2.987 1600 2.152 2.709 3.473 2.987 1800 2.156 2.707 3.678 2.988 2000 2.161 2.706 3.840 2.989 2200 2.164 2.705 4.005 2.989 0 2.101 2.714 1.810 2.978 PROJECTNO: T128-09 TESTNO: SD1-4-10 Bare Frame 1 '-2" 27'-0" W 12X79 10'-0" W 12X79 P 18'-0" Bare Frame 10' Span PROJECT NO: T 128-09 DATE: 3/12/09 ASTM E455 SHEAR DIAPHRAGM TEST TEST CONDUCTED BY-.:-_ DGF.PJFA LOC OF TEST: FET ~ MANUFACTURER: Advanced Insulation Concepts LOAD CELL# 100T LOAD CELL CENTRAL(1099094) DEFL DIAL#: 06199045 DEFL DIAL#: 99180502 DEFL DIAL#: 05035855-03 DEFL DIAL#: 05035855-08 TEST NO: SD1-4-10 PANEL NAME: 4" SSI? GA: .021 FASCIA: .021 LINER: SIDE JOINT REINF(JRCEMENT: FASTENER SIZE: * SEE CONNF~TION DETAIL TEST DATE: 3/12/09 PERIM. LONG: 10' .021 TOT TlME ULCER LOAD: 90 20GA HATS ~ PANEL SIDEJOINTS SAMPLE8: FS519, FS520, FS521 FS522, FS523 LOAD DIAL GAGE READINGS (IN) 0 2.637 3.165 1.018 2.999 200 2.638 3.165 1.025 3.001 400 2.638 3.165 1.034 3.004 600 2.639 3.165 1.044 3.007 800 2.640 3.165 1.052 3.009 0 2.638 3.165 1.020 3.000 200 2.638 3.165 1.028 3.002 400 2.638 3.166 1.034 3.002 600 2.639 3.166 1.042 3.006 800 2.640 3.165 1.051 3.008 1000 2.640 3.165 1.058 3.011 1200 2.641 3.163 1.069 3.014 1400 2.642 3.163 1.080 3.015 1600 2.643 3.163 1.104 3.017 0 2.639 3.164 1.045 2.999 200 2.639 3.164 1.052 3.002 400 2.639 3.164 1.060 3.004 600 2.640 3.164 1.068 3.006 800 2.641 3.163 1.075 3.009 1000 2.641 3.163 1.083 3.011 1200 2.642 3.164 1.093 3.014 1400 2.643 3.163 1.100 3.015 1600 2.643 3.163 1.112 3.018 PROJECT NO: TI 28-09 DATE: 3/12/09 ASTM E455 SHEAR DIAPHRAGM TEST TEST CONDUCTED BY:/----x DGF,P3~ _ SIGNATURE: LOC OF TEST: FET MANUFACTURER: Advanced Insulation Concepts LOAD CELL# 100T LOAD CELL CENTRA~1099094) DEFL DIAL#: 06199045 DEFL DIAL#: 99180502 DEFL DIAL#: 05035855-03 DEFL DIAL#: 05035855-08 TEST NO: SD1-4-10 PANEL NAME: 4" SS1P GA: .021 FASCIA: .021 LINER: SIDE JOINT REINFORCEMENT: FASTENER S]17~: * SEE CONNECTION DETAIL TEST DATE: 3/12/09 PERIM. LONG: 10' .021 TOT TIME UNDER LOAD: 90 20GA HATS ~ PANEL SIDEJOINTS SAM?LEg: FS519, FS520, FS521 FS522, FS523 LOAD DIAL GAGE READINGS (L~S) #~ ~ #3 1800 2.644 3,162 1.129 3.019 2000 2.645 3.162 1.153 3.022 2200 2.647 3.162 1.177 3.024 2400 2.648 3.163 1.202 3.025 0 2.641 3.165 1.111 2.999 200 2.641 3.165 1.118 3.001 400 2.641 3.165 1.124 3.003 600 2.642 3.165 1.134 3.006 ~ 2.643 3.165 1.140 3.008 1000 2.643 3.165 1.147 3.010 1200 2.644 3.164 1.157 3.013 1400 2.645 3.164 1.165 3.014 1600 2.646 3.164 1.176 3.017 1800 2.646 3.164 1.183 3.019 2000 2.647 3.163 1.191 3.022 2200 2.647 3.163 1.198 3.023 2400 2.648 3.163 1.208 3.025 2600 2.649 3.162 1.224 3.026 2800 2.650 3.162 1.247 3.028 3000 2.651 3.161 1.278 3.030 3200 2.652 3.161 1.297 3.032 3400 2.654 3.160 1.323 3.034 3600 2.655 3.160 1.353 3037 minut~s PROJECT NO: T128-09 DATE: 3/12/09 ASTM E455 SHEAR DIAPHRAGM TEST TEST CONDUCTED BY: DGF,P.I~ SIGNATURE: (~ O/~, ~'~)~.~ LOC OF TEST: FET .... MANUFACTURER: Advanced Insulation Concepts LOAD CELLg 100T LOAD CELL CENTRAL(1099094) DEFL DIAL#: 06199045 DEFL DIAL#: 99180502 DEFL DIAL#: 05035855-03 DEFL DIAL#: 05035855-08 TEST NO: SD14-10 PANEL NAME: 4" SS/]? GA: .021 FASCIA: .021 LINER: SIDE JOINT REINFORCEMENT: FASTENER SIZE: * SEE CONNECTION DETAIL TEST DATE: 3/12/09 PERIM. LONG: 10' .021 TOT TIME UNDER LOAD: 90 20GA HATS ~/PANEL SIDEJOINTS SAMPLE#: FS519, FS520, FS521 FS522, FS523 LOAD DLnL GAGE READINGS (IN) 0~BS) #1 #2 #3 n4 3800 2.657 3.160 1.390 3.040 4000 2.658 3.159 1.413 3.042 4200 2.660 3.159 1.442 3.046 4400 2.661 3.158 1.473 3.049 4600 2.663 3.158 1.508 3.053 4800 2.664 3.157 1.541 3.058 5000 2.666 3.157 1.573 3.061 5200 2.668 3.156 1.620 3.066 5400 2.670 3.156. 1.654 3.070 5600 2.672 3.155 1.698 3.073 5800 2.674 3.154 1.744 3.077 6000 2.676 3.154 1.794 3.088 6200 2.678 3.153 1.852 3.084 6400 2.681 3.152 1.900 3.087 6600 2.684 3.152 1.961 3090 6800 2.686 3.151 2.010 3.093 7000 2.687 3.150 2.056 3.096 7200 2.691 3.149 2.131 3.100 7400 2.693 3.149 2.195 3.102 7600 2.697 3.148 2.275 3.104 7800 2.699 3.147 2.338 3.107 8000 2.701 3.146 2.406 3.110 8200 2.705 3.145 2.516 3.111 PROJECT NO: T128-09 DATE: 3/12/09 ASTM E455 SI~IEAR DIAPHRAGM TEST TEST CONDUCTED BY: DGF,PJF SIGNATURE: I~ .~__.- ~,:~1~ LOC OF TEST: FET MANUFAL'ruRER: Advanced Insulation Concepts LOAD CELL# DEFL DIAL#: DEFL DIAL#: DEFL DIAL#: DEFL DIAL//: 100T LOAD CELL CENTRAL(1099094) 06199045 99180502 05035855-03 05035855-08 TEST NO.' SDI-4-10 PANEL NAME: 4" SSIP GA: .021 FASCIA: .021 LINER: SIDE JOINT REINFORCEMENT: FASTENER SIZE: * SEE CONNECTION DETAIL TEST DATE: 3/12/09 PER1M. LONG: 10' .021 TOT TIME UNDER LOAD: 90 20GA HATS (~/PANEL SIDE JOINTS SAMPLE#: FS519, FS520, FS521 FS522, FS523 LOAD DIAL GAGE READINGS (IN) (L~S) #1 #2 ~ ~ 8400 2.710 3.143 2.660 3.112 8600 2.715 3.142 2.813 3.112 8800 2.730 3.136 3.457 3.113 9000 2.736 3.134 3.688 3.113 0 2.686 3.155 2.401 3.045 MAX LOAD'.' 9,000 LBS DESCRIPTION OF FAILURE: HAT FASTENERS (~ SIDEJOINT TORE PANEL SKIN. minutes PRO.~CTNO: T128-09 TESTNO: SD1-4-10 ! '-T' W 12X79 10'-0" W 12X79 18'-0" 10' Span Project No. T128-09 i : Connection Detail [ - 'i ', #10-16~S"0.¢. ,, I I II Each Side of Track ~ 16 Ga. Steel Track i" i I #14 Screws ~18'¢.¢ \d' -,, . ~..~ ~ ~ ~ ~ ~g x 3/4" ~8"o.c ', ~ ] Ia ~1~~ ~' Both Sides of ,, ] [ ~ ~W12x79 i ! ROLLER ~ ~'-o" [ ii ~ ii~ ~ , , /4" SS ~ Hat SI ~ At Sid PIN ~ (.;. 4,_0- -.. .................................................... ~ ................................ '% p 2'-5" ~ ~ 18'-0" ' Panel ped Member ,joints Hat Fastener Tilted & Tore Panel Skin Test Specimen 100 industrial Blvd., Aliquippa, PA 15001 Phone: (724) 378-3900. Fax: (724) 378-3940 Web: www. nondestructivetesting.com · Emaih ndtg @ iserv, net Mr. Daniel G. Farabaugh Farabangh Engineering and Testing, Inc. 401 Wide Drive McKeesport, PA 15135 Date: March 2, 2009 TENSILE TEST REPORT Report #: 1 PO #: QAF Lab #: 090341 Date Received: 2/27/09 Date Tested: 3/02/09 Work Order: G4754 Page 1 of I Test Method: ASTM- A370-07 / E8-04 NDTG Procedure: MEC-04 Rev 2 Material Specification: NA [ N/A ] Conforming ] Non-Conforming Material Description: Advanced,Insulation Concepts, Inc. SSIP LINER · Dim. Inch Original Yield ID (Diameter or Area, Max Load, width & Square Load, Pounds Pounds thickness) Inches 1 .504 x .021 .01058 537 610 ·0.2% offs~:t Tensile Elongation Red. of Yield Strength, in 2 Inches, Area % Strength, psi psi 50,500 57,500 .39/20 Yield Strength Determined (if not I~ 0.2% offset): @ 0.2% offset Comment: Thickness measured without coating Is Fracture Location in Center Half of Gage Length? i Yes [~ No Tensile Machine Extensometer Caliper and / or Control #: 409 Cont,:b1 #: 511 Micron/eter Control(s) #: 405 / 434 Test Witnessed By: Test Technician: N/A J. Peter Merther, PE Respectfully submitted, Scott E. Robertson Mechanical Laboratory Supervisor Non-Destructive Testing Group, Inc. Testing was performed in accordance with accepted industry practice as well as the test methods referenced. Non-Destructive Testing Group, Inc. has no direct knowledge ofthe origin, samplthg procedure, nor condition of the samples, and makes noclaims as to the suitability nor final use of the material. T~is test repori applies only to those items teste& This report shall not be reproduced except in full without the written consent of Non-Destructive Testing Group, Inc. 100 industrial Blvd., Aliquippa, PA 15001 Phone: (724) 378-3900 * Fax: (724) 378-3940 r: www. nondestruc'dvetesting.com * Email: ndtg @iserv. net Testing Group Mr. Daniel G. Farabaugh Farabaugh Engineering and Testing, Inc. 401 Wide Drive McKeesport, PA 15135 Date: March 2, 2009 TENSILE TEST REPORT Report g: 3 PO g: QAF Lab #: 090341 Date Received: 2/27/09 Date Tested: 3/02/09 Work Order: G4754 Page ] of I Test Method: ASTM- A370-07 / E8-04 Material Specification: NA I Material Description: Advanced Insulation Concepts, Inc. SSIP HAT Dim. Inch Original ID (Diameter or Area, width & Square thickness) Inches 3 .504 x .032 NDTG Procedure: MEC-04 Rev2 [ N/A ] Conforming [ ] Non-Conforming .0.2% Yii~Id Max Load, offset Tensile Elongation Load, Pounds Yield Strength, in 2 Inches, Red. of Area % Pounds Strength, psi .01613 722 934 44,800 58,000 .55/28 Yield Strength Determined (if not ~ 0.2% offset): Comment: Thickness measured without coating Is Fracture Location in Center Half of Gage Length? 0.2% offset ~-] Yes X~ No Tensile Machine Control #: 409 Control #: 511 Caliper and / or Micrometer Control(s) #: 405 / 434 Test Witnessed By: Test Technician: N/A J. Peter Merther, PE Respectfully submitted, Scott E. Robertson Mechanical Laboratory Supervisor Non-Destructive Testing Group, Inc. Testing was performed in accordance with accepted industry practice as well as the test methods referenced. Non-Destructive Testing Group, [nc. has no direct knowledge of the origin, sampling procedure, nor condition of the samples, and makes no claims as to the suitability nor final use of the material. This test report applies to those items tested. T~ig report shall not be reproduced except in full withoat the wriUen consent of Non-Destructive Testing Group, Inc. 100 industrial Blvd., Aiiquippa, PA 15001 Phone: (724) 378-3900-Fax: (724) 378-3940 Web: www. nondestruc0vetesting.com · Emafl: ndtg @ iserv, net Testing. Group Mr. Daniel G. Farabaugh Farabaugh Engineering and Testing, Inc. 401 Wide Drive McKeesport, PA 15135 TENSILE TEST REPORT Report #: 2 PO #: QAF Lab #: 090341 Date Received: 2/27/09 Date Tested: 3/02/09 Date: March 2, 2009 Work Order: G4754 Page l of l Test Method: ASTM- A370-07 / E8~04 NDTG Procedure: MEC-04 Rev 2 Material Specification: NA [ N/A ] Conforming [ ] Non-Conforming Material Description: Advanced Insulation Concepts, Inc. SSIP FAC1A Dim. Inch Original .0.2% ID (Diameter or Area, Yield offset TensiIe Elongation Red. of Load, Max Load, Yield Strength, in 2 Inches, width & Square Pounds Pounds Area % thickness) Inches Strength, psi % l:si 2 .503 x .022 .0111)7 557 615 50,500 55,500 .39/20 Yield Strength Determined (if not ~ 0.2% offset): Comment: Thickness measured without coating Is Fracture Location in Center Half of Gage Length? 0.2% offset [~ Yes [~ No Tensile Machine Control #: 409 Extensomet~r Control #: 511 · Caliper attd / 0r Micrometer Control(s) #: 405 / 434 Test Witnessed By: Test Technician: N/A J. Peter Merther, PE Respectfully submitted, Scott E. Robertson Mechanical Laboratory Supervisor Non-Destructive Testing Group, Inc. Testing was performed in accordance with accepted industry practice as well as the test methods referenced. Non-Destructive Testing Group, Inc. has no direct knowledge of the origin, sampling procedure, nor condition of the samples, and makes no claims as to the suitability nor final use of the material. This test report applies to those items tested. This report shall not be reproduced except in full without the written consent of Non-Destructive Testing Group. Inc. NDTG-0029 .'"":::-:{ '" 7~.:~o2 8 A~ TO 4 P~ FO~ THE STRAPPING. ELECTRICAL & CAULKING s ]NSUCAT~O~ REQUIREMENTS OF TNE CODES OF NEW C~ENERAL NOTES I=~UILDING DEPARTMENT ~EN~AL ~, ~TA~ AN~ N~TIO~L ~UI~IN~ ~DE~ HA~IN~ ~I~DICTION O~ THl~ ~1~ ~0~ ~ND ~ON~ m ~ AND F~NDATION~ ~OU~FI OARpENTR"'r AND FRAMING INSULATION P~M~N~ AND THE EXl6TING MECHANICAL, PLIJMEBING AND ELEJ~TRICAL 6¥~TEM$ HANDLE THE ADDITION AND mILL NOT CAIJ~E AN OVEfi~LOADE'C) ON EXl6TING, CONDITION~ rolo TABLE R3OI.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE= ~,LL LUMBER TO BE e 2 DOUO-FIR FI::)= 1148,, E- 1.4 FOR 4"X4" PO6T BO4.& FOR &"X~" PO6T AB44 FOR 4"X4" PO6T AB~,~, FOR ~"X~" PO6T 1/2" DIA. ANCHOR BOLT PO6T AN~ COLUMN C~P6 BY 61MP6ON OPEN DECK / WOOD WALL PROVIDE CONT. 6HEATHING SLOPED HAN~ES~[S L$SU2BCONNECTOR TOP OF RAFTER / WALL BUILDIN ~E61GN CRITERIA ~'1 HIGH WIND EDITION ~F~M- FOR ONE AND TWO FAMILY DWELLINGS =RE~CRIPTI~E DE61~N + ~ F {~ ~l ~o ~T~~ UJALL6 ABO'~E ~RADE: INT~IO~ I0 PSF. FLOORS: GUARI::)~AILE AND NAND~A[L6: 200 P6~, C F, 3% 's I MECHANICAL ( CHAPTER 12 TO 24) SECTION MI202 .... EXISTING MECWANIC'~L 6¥STIEM.G PLUI'IBIN~ ( C'HAPTETR 25 TO 32 SECTION PLUM~ING SYSTEM6 ELECTRICa~L ( CHAPTER 33, TO 4.2 ) SECTION E33OI OVERHANGING FLOOR JOIST CONNECTION DECK ~AIL SECTION TO EXTERIOR WALL '& ~_POURF--D FOOTINg/ TREAT~ PO~T TABLE R3OI.,',') ALLO~AESLE DEFLECTION OF 6Tf~UOTLIRAL MEMI~ERS ALLOtgABLE STRUCTURAL MEMBER DEFLECTION RAFTER6 NA"/ING SL~E6 ~RE~ATER THAN 3/12 L/I~ WITH NO FINISHED CEILIN~ ATTACHED TO RAFTER6 INTERIOR ~JALL6 AND PARTITION6 W/I~O FLOOR6 AND PLASTERED CEILING L/3~O ~LL OTHER 6TRUCTdRAL MEMtSER6 L/240 EXTERIOR WALL WITH pLaSTER OR STUCCO FINISH H/3~O EXTERIOR WALLS--WIND LOAD6a WITH BRITTLE FINIEHE6 L/240 EXTERIOR WALLS-WIND LO.D6a ~UITW FLE>(I~LE FINISHES L/120 NAILING RIDGE TENsIoN~'I'R,'~,PS 12TIE H2 I~ G~. "'" ~ ~A ALI,~N E,¥ STUD6 · IS" O.C, RAFTER TIE DEr,AIL S'~ d TO R~FTER6 ?'.Ifil d,qz_ STRAPPIN~ TO BE I 20 Ga. GALV. C.$ PROVIDE,4~ COMMON HALLE · EACH END OF 6TRAP. NAILING * 6TRAPPING EXTERIOR WINDOW/DOOR HEADER WALL 6TRAPPIN~ DETAIL FA6TENING SCHEDULE CORNER[, END mALL, AND PO6T ~NCWORING F~OM FLOOR TO FLOOR NOTE: ~IIFCM Z~ I EDITION) E ~ (6EE NOTE 3) F ~ (SEE NOTE 3) E IN~l~mom~ ZO~ I~'1 f 12 (SEE NOTE ~) E 4 (SEE NOTE 4) ~'WFCM '[o~ I EDITION ) f 12 ( 6EE NOTE 2 ) (TABLE R3OL2. I.Z.) ~ROPO6ED ADDITION TO EXISTING RIESIDENCE GENERAL NOTE6, UPLIFT NAILIN~ SCHEDULE ARCHITECT: A- LOF.5 LEE JACOBSEN, R.A. 115 FAWN DRIVE, EAST ISLIP ,NEW YORK ! 1730 Tel: 631-581-2940 F 402 CONCRETE. Concrete shaft have a minimum specified compressive strength as shown In table R:402.2. Concrete subject to weatherIn~ as Indicated In table R 301.2 (IJ shall be air entrained as IncUlcated in Tabl~ ~402.2. The maximum ~el~ht o¢ ¢1~ ash,other ~zzolans, slllca that IS Included In concr~ mixtures For ~ara~e Floor slabs and For ~x[~rlor ~orch~s, carport slabs and s~ps [ha~ ~ill b~ ~xpos~d ~ d~lcin~ chemicals shall no~ p~rc~nta~s ~r th~ to~ ~ltht of c~m~ntl%ious maC.rials. Mat~rials ~s~d %o TABLE MINIMUM SPECIFI COMPRESSIVE S GTH OF CONCRETE TTPE OR LOCATIONb OF CONCRETE CONbTI~UCTION walls,foundations and other Ne~lI~ible Moderate bevere 2,500 2,500 2,500 Bae~ment sis/os ami In~rlor slabs on ~r~:le, except ~arao~ Floor sha~s 2,500 2,500 2,500 Basemer~ wails, Foundation wails, exterior wails other vertical concre[e work expo~d to ~ather 2,500 3,000 d 3,OOO d the weather, and ~raoj~ Flor sl&::~s 2,500 3,OOO ~'~ 3,500 a. At 2& days b, bee Talkie f~3OI.2 d) For weathering potential. c. Corn:rets In tha~ locations that m~ be subject to rre~zln~ a~ th~l~ ~url~ d. Concrat~ shall ba air a~rarned. To~l alr con~nt R403.1.4 D TH. All ~x~rlor ~ootl~ ~ ~ou~lon e~e~ffiffie ~all r~m[ li~ specified In Table R~OI.2 (I). All ax[erlor I 404.1 CONCf ETE AND MA.%ONF ¥ FOUNDATION UJ LLS. ConczeTM a~ m~nry ~Ou~lon ~all~ ~halm be selected a~ co~ct~ In ~cor~a~ wlth th~ pr~e)one of this 404.4.&.1 G AL. Ral~o~cl~ st~l shall m~ the ~ulraffi~nts of ~ST~ A ~15, A ~1~, ~ ~I~ or A ~O~ T~ hlfll~ ~lel~ et~th o~ r~lhFotcl~ stall shall 40,000 ps~ (~ radical a~ hoHzo~Ml wall ~al~o~ca~a~ shall be placed ~ closet to BND -FLOOR T~'u~a~- ~loot spac~ ~aan [~ botto~ o~ t~ rloo~ Joists a~ [he u~r ~ bull~lnffi (except ~ace occupl~ b~ a bae~m~ or c~llar) e~ll provl~ed ~Ith ~nt[latlon openln~ throu~ four. ion ~alls or ax~Ior mails. The minimum ~t ~ea of ve~ll~l~ openln~ shall not be mess than I ~u~e Fobt For ~ach I~ ~e Feet 60.~ m2 ~or each IOO m22 of u~-~loor cor~ or said bu[ldln~ F 40 .20PENING, FOR UNDEIR-FLOOt VENTILATION The minimum net a~ea oF ventilation openlnlngs shall not be less than I ecJua~e Foot (O.O~J2~ m2) For ~ch I~ e~uare (lOOm2) or u~er o¢ each corn~ o¢ the bull~l~.V~Ulatlon openln~ shall ba covered their h~i~t a~ ~l~th ~lth a~ o¢ the Followln~ m~erTalas provl~ that t~ Follo~In~ m~rlalee provI~e~ that the le~t ~Ime~ion of th~ coverln~ ~all ~ ex~ee~ 114 Inch (~.4mm) = I. Pa.'orat~d eha~f. ~etal plates not le~ ~han o.ono Inch (I.Smm) thick. 2. ~ ~a[ ~1 pl~ ~t I~ t~n O. O41 I~h (L2mm) thick 3. C~t Iron ~llls or ~I~. 5. H~d~e Cloth ~ O,~ [~h (o.~ ~lre or ~av[er. 408.3 ACCE provident to the u.cla~lo~ .~oac~. ~ I'11305.1.4. rc~ ac~:ee~ re~lulre~nt~ wh~e m~chanlc, al ~=lulpm~ la Io,-~ undo- FloorS. GARAGE . EPAI ATION t~30~.1 OPENING PROTECTION Openings From a private ~'a~ directly Into a room usec~ For sleeplncl purposes be ~qu[ppe~ with a 45~Inuta Plr~ated ~oor ~eembly equ[pped ~[th a eelF-cloe[~ ~vlc~, R30~.I.I DUCT P~ATION the d~elHn~ ~om the ~ra~ shall be connected ~ a ~lnlmum No [0.4~mm) e~et steel ~ shall have no openings Tnto the ~ara~e. The ~ra~ shall ba ~par~ed From the r~eT~nca an~ Its attic ar~a b~ horlzon~l or ~rtlca) e~par~lo~ conFormln~ ~ r ~O~.2. l a~ ~here partltlone ara ue~ to e~parate vertrcall~ an at. had ~ra~ From a ~w~llln~ or Its attic, the partition ae~19 shah have a 3/4-hour rlre~esletanca ratln~. ~C~TION: In lieu oP provl~fn~ p~ltIone that have a 3/4-hour flre~eeletance ratln~, one lay~ of 5/~-lnch [hick, T~e-X, ~psum boar~ maybe Inetalle~ on ~he ~a~ eisa a~ one layer or I/2-[~h thick, T~pe-X, ~p~m board maybe Inetalle~ on ~he oppoel[e erie. AFFliction shall R~.2.2 HORIZONTAL or [ts attic, such cone~u¢tlon shah b~ protacte~ ~lth o~ ma~r of T~a-X, ~eum ~o~, [netalm~ In accordanc~ ~lth th~ r~Qulra~nte of Op~nln~ In horlzonMI shall not be perm[tt~ except ah~e the rae[~e~ pro~ct~ b~ ~e~)cal separation. ~re th~ horlzonMI eeparatIon (lS.~mm) Type-X ~peum board or equivalent. FTSTOP IN I~314.~ UNDER bTAIf~ PROTECTION E~=losed accessible space under stairs shall have walls, un.er stair sumacs a~ any ]. Celmln~ le euependa~ under the Floor Framing. 2. Floor rramrn~ Is conetr~ted o~ ~ee-type open.ab or perrorate~ m~ere. Dr~te~ppln~ m~riale shall no~ be lane ~han I/2-1nch /12.~mm) ~peum boar~, 3/~-inch (~.~m) woo~ et~tural panels, 3/~-Inch (9.5~3 Typa 2-~ partlcleboar~ ~e~uatem~ supposed. drartstope shall be malnta[ne~. PIP.LOCKING RDO2.13 FIt~EBLOCKING REQUIRED FIreblocklng shall be provided In wood-Frame floor construct[on and ?loor~Iiln~ a~mbllee Tn accordance with ~O2.~. FTreblockln~ shall b~ prov~ to cut orr all =onceale~ ~art openings ~oth v~tlcal a~ horizontal) an~ to Form ~ effective Fire ~rl~ betmeen e~rl~e, a~ be~een a top ator~ a~ t~ ~of apace. I. In concealed ~es o~ et~ malls and partrtioee, lncl~l~ ~urr~ spaces, ~ the ceilln~ an~ floor levels. ro~e oF studs or e~red drop cal)l~ an~ CoV~ ce/lln~. 3, In conceaI~ ep~ee between etaTr atrln~re at the top a~ bottom oF the run. Enclo~ ~acee un,ar stairs shall ~om~l~ 4 At opanfn~ aroun~ vente, 5. For the F~r~lockln~ ~. FlreblockI~ o? cornlc~ ~ a two~am[ly ~ll~n~ le required at th~ Ilna o? ~llln~ unit separation. ~C~pt as provlde~ ,In ~2.~, item 4, ?lreblock[n~ shall conelet o? 2-[~h (51mm) ~mlnal lumbar, (12.~mm) ~m ~o~d or I/~l~h (&.4mm) cem~nt-bae~ mllIbo~. Batte or blanke~ o? mln~ral '~ool or ~laee fiber ~11~ In such a mawr ae ~ be ~c~ely retal~ Ih place ~all be permitted ae an ~ceptable Flr~ block. Loo~ltl l~ul~lon material shall ~t ba u~d as a ?Ire block unless ~acl?Tcatl~ tee~d In the R GL ZING f~ 305.4 HAZAI~DOUb LOCATIONb. The Following shall be considered specific hazardous locations For the purpoaee of ~lazln~]: 1. Glazln~ In e/defined ~oors except Jalousies. 4. G~azl~ I~ all u~rame~ ~ln~ 5. GI~Tn~ In doors and enclosures For hot ~be, mhirpoole, saunas, steam rooms, bathtubs and GI~Tn~ In a~ part oF a bull~ln~ wall encmosln~ thes~ co~ments ~h~r~ the ~ottom expoe~ o~ ~h~ ~lazln~ te I~ee than ~O I~h~s (1524mm~ abo~a th~ ~oo~ or ~al~ln~ ~. ~laz~n~, In an I~[~l~uai ~[x~ or operabl~ panel ~Jacen~ to a ~oor ~her~ ~h~ ~et ~ar~lcal ~O Inches (1524mm)) abova the Moor or ~alkl~ surface, 9. GI~I~ In an Individual ?lxe~ or oper~le panel, other than tho~ locations deecrlbed In Items 5 a~o~, thai ~e all of Ihs Follo~l~ ~.1. Expo~ ar~a of an In~lvi~ual pane ~at~r ~han ~ ~uar~ r~[ (~.~ 9.2 Bottom ed~ Ieee than I~ lnch~s (451mm) a~ov~ the floor. ~.~ Top ~ ~ than ~ ~nchee (~14mm) above the ~loor. ~.40~ or more malkln~ eurr~e ~lthln ~ Inches (~14mm) horTzontall~ o~ t~ ~. ~11 ~lazln~ In ral~In~e regardless o~ an ar~ or hel~t abGve a ~alkl~ surface. Included are structural balue~r panels an~ nonet~ctural m-nmi 9. Gl~[n~ In walls a~ ?encee encloeTn~ Indoor a~ ou~oor emlmml~ pools, ~t tu~e a~ epee whre the ~O Inc~e (1524mm? horlzontaH~ o~ ~he ~ater's e~. This shall ~pl~ to single ~l~ln~ an~ all 10. Glazln~ a~Jacent to etalrm~, [~ln~ an~ ramps m~thln 3~ l~hes (~14mm~ horlzontall~ o~ a ~lkl~ mhen the expoe~ eur?ac~ o? the ~laee Ts less than ~O Inches (1524mm) abov~ the plane o? th~ ~J~nt walk~n~ surface. IL Glazing' a~J~nt ~ stalr~aye ~Ithln ~ I~ch~a (1524mm~ h~rlzon~ll~ o~ the bottom ~aad of a stairway direction when the expo~d surface o? the ~[aee In Ieee than ~ Inches (1524mm) ~ove the no~ o? the tr~, The Followlr~j products, materials and u~s are exempt ?rom the above hazardous Iocatlona: I. Openln~ in doors through which a 3- Inch 61~mm) sphere is unable to pass. 2. Decorative ~lase In Item I~ or 9. 3. Glazing In r30~D.4, Item &, when there Is an intervenln~ wall or other permanent barrier between the 4. Glazln~ In eectTon ~30~.4 ,Item&, In ~alle perpendicular to th~ plane o? the door In a or mh~ra access through the door le to a cJoeet or etora~ area 3 ?~t (914mm) or less In depth. GI~I~ In th~6e afflictions shall comply mlth ~30~.4, Item 9. ~, ~lazln~ In ~O~.~, I~ ~ an~ IO, ~hen a prot~c~l~ bar I~ ~n~tall~ on ~ acce~lbl~ ~l~e(~ of the a horlzon~l 1o~ o? 50 pounce per l[~ar ?oct (94.Skf/m) ~Ithout contactln~ th~ ~lase a~ be a mlnlmum of I- I/2 ~nch~e (3~mm) ~n ~. Outbo~d pa~s In Ineulatln~ ~laee unite a~ ot~r ~ltiple ~laze~ panels In E30~.4, Item 9, mhen the bottom [ ~[thln 45 de~eee (O.~ ra~) o~ ~rlzon~l ] eu~ac~ ~J~nt to the ~laee exterior. 9. Louvere~ ~l~ows a~ Jalousies complyln~ with fha requlr~me~e o? ~ ~. ~l~ore an~ o~her ~l~e panels ~oun~ or hu~ on a ~u~ac~ tha~ provide a continuous backl~ Pt~OPO~ED ~DDITION TO EXIGTING R~E~IDENC;E I~EblDENTIAL CODE NOTEb of NEUJ ¥Of~K bTATE ARCHITECT: LEE oo7 JACOBSEN, R.A." BEAM CALCULATIONS Tdple 1 -~/4" x tIP ~r~R~t.A~ 2,0 3t00 SP PANEL DISCRIPTIO'N PANEL EARTH QUAKE ANALYSIS (7) PANEL TESTS SCOPE OF WORK THE SCOPE OF WORK OF THIS PROJECT IS TO CONSTRUCT A SINGLE STORY 739 SQUARE FOOT GARAGE STRUCTURE CONSISTING OF A STRUCTURAL PRE FABRICATED PANEL SYSTEM ON A CONCRETE FROST WALL AND FOOTING FOUNDATION. THERE IS A STRUCTURAL ENGINEERED WOOD RIDGE BEAM SUPPORTED ON STEEL COLUMNS IN THE CENTER OF THE STRUCTURE. THE STRUCTURAL CALCULATIONS ARE CONTAINED HEREIN. Anq '~ 2{}11 OCEANSAFE LLC. 720 JULIA ST. NEW ORLEANS, LA 7013O PH: 504.523.4900 FAX: F04.523.2900 DETACHED GARAGE FOR BASILICE BAYSHORE RD, GREENPORT SOUTHOLO NY RL DAIE 6,20,2011 SHEET TI'Q.E TITLE SHEET 8Hi~ NO. 0© 16 GA CAP FASTENED TO PANELS WITH #10 SCREWS 10" SSIP PANEL (5) 12" × 16" LVL .~" THRU BOLTS STAGGERED @ 24" O.C. 5~" x 8" x J" SADDLE. WELD TO STEEL PIPE COLUMN 3"¢ SCHEDULE 40 STEEL PIPE COLUMN RIDGE DETAIL I 0S-01 1 1/2"=1'-0" CONCRETE SLAB, FROST WAL~ AND FOOTINGS BY OTHERS LEFT SIDE ELEVATION I 0S-01 AND FOOTINGS BY OTHERS j ~ RIGHT SIDE ELEVATION I-os_c1 1/4"=1'-0" 0S-01 FRONT ELEVATION 1/4"=1'-0" CONCRETE SLAB, FROST WAL AND FOOTINGS BY OTHERS I 0S-01 REAR ELEVATION 1/4"=1'-0" I 0S-01 ROOF PLAN 1/4":1'-0" f f f f f i' f f I 3'-0"X4'-0" SINGLE 3'-0"X4'-0" SINGLE ~THUNG WINDOW HUNG WINDOW BYOTHERS BYOTHER8 ' ~- CONCRETE SLAB BY OTHERS 4"1~ SCHEDULE 40 ~ 4"1~ SCHEDULE 40 OLJJM~ -- STANDARD PIPE COLUMN STANDARD PIPE C ~ 3 I 3'-0" X6'-8" METAL PEDESTRIAN DOOR ---- HUNG WINDOW 2 BY OTHERS 3'-0"X4'-0" SINGLLE /~  OVERHEAD DOOR ~ HUNG WINDOW BY OTHERS BY OTHERS II FLOOR PLAN 1/4"=1'-0" NOTE: CONNECTION DETAILS BY OTHERS TOTAL ID PANEL PANEL NO, OF ORDERED # LENGTH SIZE PANELS SQ.FT. 1 8'-6" 4" 12 403 2 10'-5" 4" 4 162 5 12'-0" 4" ~ 190 4 13'-6" 4' 4- 213 5 14'-0" 10~ 16 853 OCEANSAFE LLC. 720 JULIA ST. NEW ORLEANS, LA 70130 PH: 504.523.4900 FAX: F04.523.2900 OCEANSAFE PROJECT TITLE DETACHED GARAGE FOR BASILICE BAYSHORE RD, GREENPORT SOUTHOLD NY DRAWN BY EMB [CHECKED BY RL )ATE 6.20,2011 BHEET TITLE PANEL DRAWINGS, SCHEDULE SHEET NO. ./