Loading...
1600 Selva Marina Drive TENT17-0001 (Tent) ,„ ,,, 'at ss1 CITY OF ATLANTIC BEACH 0 800 SEMINOLE ROAD .5'11;t • V• ATLANTIC BEACH, FL 32233 e st _IINSPECTION PHONE LINE 247-5814 TENT - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: TENT17-0001 Description: install temporary tent, floors for PGA tournament Estimated Value: 0 Issue Date: 9/21/2017 Expiration Date: 3/20/2018 PROPERTY ADDRESS: Address: 1600 SELVA MARINA DR RE Number: 172000 0010 PROPERTY OWNER: Name: ATLANTIC BEACH COUNTRY CLUB INC Address: 1600 SELVA MARINA DR ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: Beachview Event Rentals & Design Address: 2627 Sidney Lanier Drive Brunswick, GA 31525 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. (eN-CVA-coo 1 9446OFFICE C 0 P Y1E31_1_1_1_1_1_1_1_1-L1_1_1 V11"3 `4°"� ' CITY OF JACKSONVILLE, FLORIDA Permit Number BUILDING INSPECTION DIVISION BUILDING PERMIT APPLICATION Application must be typed or printed legibly in ink.Complete all relevant fields. REAL ESTATE NUMBER _DATE ISSUED / _I OFFICIAL STREET NUMBER STREET NAME --USE TYPE DIRECTION UNIT/SUITE ZONING_ ZONING APPROVAL -- ONLY ZONING NOTES FINAL APPROVAL -._ TOTAL PERMIT FEE$ NOTICE OF COMMENCEMENT REQUIRED? YES El NO❑ FIRE PLAN REVIEW FEE$ PROJECT IDENTIFICATION PROPERTY OWNERSHIP DETAILS PROJECT NAME Web.com Tour Championship TYPE: INDIVIDUAL El GOVERNMENT AGENCY El BUSINESSZ" PROJECT CONTACT Tripp Swift _ FULL LEGAL NAME,AGENCY,OR BUSINESS PROJECT CONTACT PHONE(904 )537 — 1115 fr2, .r < _Egili -} Co�N _C�-')°SI 01 d-o PERMIT ASSOCIATIONS? NO(]YES❑ If yes,list permit data: MAILING ADDRESS !C.00 SnR.r3.101- rfr,iv -De._. ❑BASE PERMIT I B I—LLLLLI—LI-ILL—I -rt`- V ?:-___0__I g,----c- 3 2.2.33 ❑SITE/TREE PERMIT I L i___1_1 I—LI_LI—I-LI—IJ OWNER CONTACT PHONE(�64 /(std 2-6 — S"--4-3� /q"' ")'T7L P -1 TEMPORARY TAG NUMBER- OWNER E-MAIL ADDRESS Qp$ ' BUILDING PERMIT ADDRESS(This is the physical address of the actual work location.) 1600 Selva Marina TYPE(Ave/Blvd) Drive DIRECTION STREET NUMBER STREET NAME____ -_ - UNIT/SUITE ZIP CODE 32233 INTERSECTING STREETS Atlantic Beach Drive AND Selva Marina Drive LOT NO. BLOCK SUBDIVISION __ CITY DEVELOPMENT NUMBER LICENSED CONTRACTOR F RIMIEIVED COMPANY NAMEB_eachviewEvent Rentals& Design COMPANY NAME N/A NAME Eric Allman LICENSE NAME - — LICENSE NUMBER N/A CITY ID NUMBER N/A LICENSE NUMBER ADDRESS ADDRESS SEP 1 3 2011 - 2627 Sidney Lanier Dr, Brunswick, GA 31525 PHONE 904-652-6484 FAX PHONE FAX • E-MAIL ADDRESS eallman Q@beachview.net E-MAIL ADDRESS , e►Nt THAN FEE SIMPLE TITLEHOLDER(IF OTHER AN OWNER) BONDING coifvvO.IV„ C ;sitadvDER NAME NAME N/A 1 NAME N/A ADDRESS ADDRESS ADDRESS TYPE OF PLANS JOB COST PAYMENT METHOD BRIEF DESCRIPTION OF WORK ❑Rolled 0 Small Total costs to include 0 Cash 0 Escrow Acct Installation of temporary floors/tents/tent structures MEP work. ❑Folded 0 Other 0 Credit 0 Exempt for use at PGA golf tournament Master Plan#: $ ---- - - — - - ---- _-Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,AND AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT—I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I will not occupy or use the referenced building,or any part thereof,until all inspections are finaled and prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law. WARNING TO OWNER—YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. WORKER'S COMPENSATION CONTRACTOR AFFIRMATION ❑EXEMPT (Qualifier only) (]INSURER New Hampshire Insurance Company I attest the Worker's Compensation information provided on this permit application is true and correct and that the applicant is in full compliance with El LEASE EMPLOYEES the State of Florida Worker's Compensatidn laws. EXPIRATION DATE 6/1/18 - - __ � c NER or AGENT Signet Ac • Date:/ /��� (If er of Attorney or Agency Letter Required) Q r1_ Before me t Is -. •ay of ��v . <-'4,z_...41e1-- Signed: I r i Signed: .-_ _Date: J / , / / ('T in the County of Du -I, Flo 1 ��o R_ Y£-(a.. 4:i_ - vk herein by himself/herself and Before me this 3 day of in 19COtanty of Duv41,State of lorida,has personally appeared affirms all state a declarations here ar:true and accurate. >�i vc... herein by himself/herself and affirms all statements and d:clarations herein are true and accurate. ., Z Notary Public at'ar e, tate of_ I Coun of U ' Co-u- .10-1---_ Personally Known 0 or Produced Identification IE Notary Public,j arge,State of_ .�, of 1 _ ID Type . a . Personally K own Produced Identification ig ID Type _—Cz_G 32 - lp .:s..PG PETE LOFTIS s�' ,�. MY COMMISSION#GG 128861 MYRA YBANEZI =_e c Revised 06/13/08 ����,.•o; EXPIRES:August 15,2021 _':�A'• Commission # GG 32836 +tyti •F�o,�,.' ���7hruNoteryPublicUndelwdters • -;,:-.#11,,,,,i7 My Commission Expires %,,,, r;,o• Soptember 22, 2020 TYPE OF IMPROVEMENT PROPOSED USE RESIDENTIAL Units NON-RESIDENTIAL ❑Accessory Building 0 Mobile Home Parks S of Units ®Amusement,Recreational ❑Addition 0 New Building 0 Apartments — 0 Business Condo ❑Alterations and Repairs 0 Non-structural Siding(see box below)' 0 Carport ❑Church,Other Religious 0 Converting Use 0 Other Speclfy Temp floors&tents o Condominiums 0 Duplex __ 0 Daycare Q Demolition 0 RV Parks&Camps ❑Hospital,Institutional 13 Foundation Only 0 Shell Building 0 Garage 0 Other.Specif -_---------- 0 Hotel.Motel,Dormitory ❑Move Building into Duval County 0 Swimming Pool(In ground)—Gallons y ❑Industrial Q Move Building out of Duval County 0 Swimming Pool(Above Ground)—Gallons 0 Single Family ❑Move Building within Duval County 0 Tenant Build-out 0 Townhouse 0 Office.Bank,Professional 0 Windows 1 Door Replacement 0 3 or 4 Families -- 0 Other Specify ---- _------ --.0 Parking Garage •H you selected Non-structural Siding above,then check the type of siding materials: 0 Restaurant ❑Aluminum 0 Cem entuous 0 Vinyl 0 Wood 0 Other:Specify 0 School.Library,Educational ❑Service Station,Repair Garage Nature of Work: ❑ Soffit ❑ Fascia ❑ Siding _ __ 0 Stores,Mercantile Master Product Approval Number: 0 Utilities PRINCIPLE TYPE OF NEW RESIDENTIAL DIMENSIONS WATER SUPPLY SEWAGE DISPOSAL FRAME PERMIT INFO Nun 0 Public-City 0 Public-City ❑Masonry(Load Bearing) _ Single Family Buil( .el 0 Private Utility Company 0 Private Utility Company 0 Wood Frame No.of Bedrooms rf NBathrooms Totac. 0 Private Well 0 Private Septic 0 Structural Steel t/" E 0� WHICH BUILDING 0 Reinforced Concrete Full___ S.I.C. CODE CODE WAS USED FOR ( PROJECT? 0 Other:Specify Partial r NewiD - .--- Multi-Family 0 c) — _ __ ------- -- --- One-bedroom units lrnp 0 MECHANICAL For demolition I renovation protects involving a commercial,institutional or industrial structure or apartment building of more than four dwelling units,the Two-bedroom units ares following provisions are applicable: Alter • .... ---- I.Renovation:Is asbestos present? ❑Yes ❑No `/� HVAC ❑Yes ❑No Alter V-' Three-plus bedroom units _� Mandatory Action:If asbestos is subsequently discovered,then the applicant Total Cooling Capacity- __ shall immediately provide notice to the DER and AQD and amend this E --- on tons) application. U V r - Fire Sprinklers 0 Yes ❑No II.Demolition:All applicants must provide Notice to DER and AQD — ----)0 ) regardless of whether asbestos is present. CE Occupancy Classification: Occupancy Load: Live Loads: Florida Building Code Type of Construction: OC MOVING A HOUSE OR BUILDING Address Moving From Address Moving To Number ___.. Street Type ___Direction ..__ Number Street -Type_-_.. --Direction Loaded Size of Building: Width Height Length _ Loaded Size of Building. Width Height _Length_ ___. Travel Route __ _ Travel Route - ------ ----- _--- NotesNotes -. - -- .__ .__.__-- -. OFFICIAL USE ONLY FEE CALCULATIONS AREA(SF) FEES PERMIT REQUIREMENTS - — — Enclosed Divided Area: 1. 0 Submit two sets of shop drawings for - _ tii thru 4°'Floors and secure approval prior to erection. Above 4s'Floor 2. 0 No landscape required. Enclosed Undivided Area 3. 0 Initial and Final Elevation Certificates required—Submit to Development Services, unenclosed Area: Room 2100,214 North Hogan Street I Submit Initial Certificate prior to inspection requests for work completed above the slab. ✓Submit Final Certificate prior to request for building final inspection. 4. 0 Call 630-4900 for NPDES inspection prior to commencement of site work. TOTAL FEE S 5. STATE SURCHARGE ----------- --- (SF) APPROVAL NOTES&REQUIRED INSPECTIONS BUILDING DEVELOPMENT MANAGEMENT GROUP FIRE MARSHALL O 02 Dp Fnd 0 22 Rtd WI 0 58 WI Shtg CIInterior Only 0 No Exceptions ❑ 08 Ftg 0 23 Rf Shtg 0 59 Fl Cell ❑Exceptions as Noted ❑ 09 Final 0 34 ADA 0 81 Scr Off ❑ 16 Tie Bm 0 46 Lathe 0 62 Elv Flt Wk Office of the City Engineer Sheet#__ - ❑ 18 Frame 0 48 Crtn WI 0 63 R/W Sht BFE FZ No - __ 0 19 Ins! 0 49 Thresh 0 64 Dry-In Date I I Signed 0 20 Slab 0 52 Pre-Dmo Date__-1 / _Signed 21 Swm PI 0 57 Opn Fl Fr ❑ 45 LANDSCAPE __-_ __ ❑ 03 0 17 ELEC MECH PLBG (IntiMs) (Initials) (Initwls) (Initials) AIR QUALITY HEALTH OFFICIAL CONCURRENCY MANAGEMENT Deminimis -___.By-. -. Date __I.. I Fair Share PLANNING JEDC Override By Date.__-. l_.__J.. Exempt By Date__ I Approval JEDC Final Required VPAC I CRC NO. -. - Revised 06/13/08 r,,,,_, City of Atlantic BeachAPPLICATION NUMBER " \ Building Department (To be assigned by the Building Department.) J r, .,:--...,. `S 800 Seminole Road TSN.-1- i 1.--0 CO I �v r Atlantic Beach, Florida 32233-5445 1 Phone (904)247-5826 • Fax(904)247-5845 ,� !,;i)>r E-mail: building-dept@coab.us / Date routed: � 1 1 3 1 f 4- City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t(QU0 Se Qa M (i ji/\q,4 , De artment review required Yes No r wilding Applicant: B (��‘0,) 6JLfl c Q.tA `S Planning &Zoning Tree Administrator Project: -i- ,t,,Qu{O ,c . n kt floof.s -fjr A Public Works JO`s W�-(n&plc/1k Public Utilities Public Safety ireService Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ViApproved. I 'Denied. I 1Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: 1 _Date: 1 f r I i17 TREE ADMIN. Second Review: Approved as revised. PP I IDenied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 NOTICE OF C ,,MMENCEMENT State of Flo(i o A County of D U V A L Tax Folio No. To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is st ed in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: VR.1‘161-1=r ( u1'rr i CL.0 3 O$ — Z 5-7- C d(a1 P GoI LOi s 7,-9,4 ,101kr1b rLtci') Oft NtI wL c,F �t< 67^173 E� aF 1'��1''� � ,J'^' PPrSK 6752 . LII; Address of property being improved: 160 0 S,E1 J (JYI, j i Aru Tl C �.?E4-Ci-� _ , F'L3ZZ33F General description of improvements: Ti.I.ST4-114-T-1 D CO Os= (Cote e /A✓.- (CmTS Th Al T Sl everUtr-C S Sr A-vs CD Ft o o r Fo(2 �s ty. Ar PG-4 -rov (6,1 Owner: Art(AA Tic 6c-ii-ea CoatiT,r/ Club-1:w Address: l (o 0 0 Set,,J4 (M r4-Yi ii 4 0✓ .A-a. /3C11 FL Owner's interest in site of the improvement: 1-k 5r ©V t.Je, (pm 'OUR CI+A-w%p r ONSi4lp Fee Simple Titleholder(if other than owner): Name: N /13. C_¢ntractor: P A-C1-IU i f FJ611/4/'f r'LEN'r4 L c — �/Lt`C MIN' 13- C �Q( Address: Z(02-7 5(O111 LA-11 i."' fir (3YufiSwW(k i 6-A 31 �2ti Telephone No.: q1711" cosi_ 642 a Fax No: E0411w1A-r.+ C7C$rA-CNvicw ,vie-1 Surety(if any) U IA Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: N IA Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: 120b i O'"< Address: 11000 'SEW 4 i�v►,r+ri✓',A j)r 11T"L. 13G 1 FL 37.-2 31 Telephone No: 71 b 1.10 i 6-7 3-1 Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues.yin in at Owner's option) Name: 1249+3 ,t O?4 t Address: 1 b00 SGI.1/4_1 '1 04,4-r,-nA oe .4-Ui. tS Ci-1 FL 3"L-233 Telephone No: 1 i to Zt'1 51 3 1 Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: Date: T/3-( • Before me this /31'4. day ofo in the County of Duval,State Of Florida,has persona y appeared .66 Personally Known: or Doc#2017213041, OR BK 18120 Page 1459, Produced Identificatio : Number Pages:1 Notary Public: USI Recorded 09(19/2017 at 02:56 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL My commission expires: • NON 0 • COUNTY smmi "�����''' MYRA YBAI1EZ RECORDING$10.00 0�.•. ''., i Commission#GG 32836 1,011"/";. My Commission Expires ,, September 22, 2020 ox.A, ice bEACHVIEW opo TTS event rentals & design 877.782.7368 www beachview net Emergency Evacuation Plan for Tented Events • The evacuation plan shall be in effect for the entirety of the event. • A competent person from the event venue shall be monitoring the weather conditions for the duration of the event. • If forecasted wind speeds are expected to reach sustained speeds of 35mph or gusts of Oomph or better, all personnel shall be directed to exit the tent and should maintain a safe distance from any temporary structure. • If forecasted wind speeds are expected to exceed 5omph (with sufficient notice) a crew will be dispatched to remove all vinyl and/or remove the entire tent. Conditions the venue's competent person should be watching for: • A severe weather alert posted by the National Weather Service for the venue area. • Dark clouds approaching • Lightning strikes within 1 mile (less than 5 second count between lightning& thunder) • Hail or sleet • Branches breaking or excessive swaying of trees in the immediate vicinity • Any failure or sign of failure of a tent anchoring device or the tent itself(tent poles wobbling, ropes or straps break,tent top rips or tears) • Rain so hard that it runs off the tent in sheets • Excessive water running thru the tent or surrounding area • Explosions, excessive heat, smoke,fire in the vicinity of the event • Ground movement of any kind OPp lei COp jee e 4THE DECK AT 18 20M X 15M STRUCTURE 73'W X 62'D ELEVATED DECK 45'MAIN DECK(ENCLOSED) 10'MAIN DECK REAR PATIO 0 62' X NI w 0 di Q CO W I- 18TH I 73' III 73' GREEN I- 0 mu ce i 1- < 22' \ 42' oBSEON O PETE'S z7 \_j 6RVAnWEB.COM 22' 12M X 15M STRUCTURE TURN 421V X 52'O ELEVATED DECK \ 1- I f 52 Q Q d a ENTRANCES U C 11 4 SINGLE RAMPED ENTRANCE ALL VENUES DATE: 7/24/17 BEACHVIEW PROJECT: WCTC 2017-18th Green Overview Rev 4 evwnl res..sls Cc dest)., DESIGNER: Eric Allman All Rights Reserved.Unauthorized Distribution Strictly Prohibited 877.782.7368 1E::.f .,.,,l' w7"' . e • ;. y.• , _ , ' C 1 .6 s :::;: ;- . , t se Iia w , . i* �� ��, 'N. \ . a "••••-.....10 t" 1,7 r .1100 if yV n LES Boar r ''' li• 1 . , \\''' ' y i • ,. J E O .p.1. i .. U v Q CO CDk t i 1 r. I t, . The Deck on 18 •••,..., CU u L rw-1+ _, 7..: t O' . .:,'+474 . Q) N .Y 'fi +mss Y.,`5 4,441:1`,..;«,• `,.,c: jt(y a. 0- , IP .�f 7,+F, �•�y . 4 •,,..141 R,1 ,.,c 4'. "'"'`iter,.,' r. r ♦ •M Wen . f.• / 4 Nr V�_ l ,,, ± +;�. mss.( ' ± - 63 .__.. —-..�._ .'. s.. ar.e:t � 1111, — - �i çJ City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole RoadT1 --0 CO I Atlantic Beach, Florida 32233-5445 `Phone(904) 247-5826 Fax(904) 247-5845 "/� �� 3 (11�? E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i(.Q OD & 'J a inu M • Department review required Yes No `` Building Applicant: Q2t�.(, ���tJ JLnk AketkS Planning &Zoning rr__ ^ Tree Administrator Project: �Q Pocai AC..(\A F.00r. ` i 2A Public Works 5�tLX( il tt M 1211 T Public Utilities Public Safety ire ervices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: , �-,,fes.---� Date: 7 -/ 5-i `) TREE ADMIN. Second Review: Approved as revised. D ied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: I !Approved as revised. Denied. I INot applicable Comments: Reviewed by: Date: Revised 05/19/2017 OVFICE Off, OA Ltio„,e1:11111071\ 04% * 444Z:''' COQ STA 0 FERE MAR.. • CALIFORNIA DEPARTMENT OF FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL REGISTERED FLAME RESISTANT PRODUCT Product: Registration No. DURASKIN FA-53001 Roof panels, gable covers, side curtains for 3m/6m/9m/12m/15m/20m/25m Product Marketed By: VERSEIDAG INDUTEX GMBH INDUSTRIESTR 56 111 47803 KREFELD GERMANY This product meets the minimum requirements of flame resistance established by the California State Fire Marshal for products identified in Section 13115,California Health and Safety Code and passes NFPA 701-96. The scope of the approved use of this product is provided in the current edition of the CALIFORNIA APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS, GENERAL AND LIMITED APPLICATIONS CONCERNS published by the California State Fire Marshal. ,44-fr-1)2 Allte.0:d Deputy State Fire Marshal di SGS•S08•COS•9Ge•S3S•S0 S•SGS•6GS•SGS•SGS•SG3.30e•SGS•9GS•SGS•SGS•SG9.5 G5•SGS•SG9•908•SGS•SGS•6 G6•SG S•SO9•909•S6S•S 0S•SGS•SGS•SG S•SOS•8GS•SGS•SG$.50 S. cX US-COPS-04-01-T c /v�SGS SGS U.S. Testing Company Inc. li v 5655 Telegraph Road • Los Angeles, CA 90040 • Tel: 323-838-1600 • Fax: 323-722-8251 5 lc N C i CLIENT: VERSEIDAG-INDUTEX GMBH 1 Postfach 102313 D 47723 em Krefeld 47803-DE Germany OFFICE COPY N Mia Carvers (9 l N ` t i t LTtR0rtN0: - November 5, 2001 ` 162267-1 Date: I N SAMPLE ID: The Client submitted and identified the following test materiel as A) B1015 White PVC Coated fabric. • DATE OF RECEIPT: Entered into SGS USTC sample tracking system on August 30, 2001 as STN ; g 33742. 0 `r TESTING PERIOD: October 29, 2001 . g AUTHORIZATION: Testing authorized by Mia Curvers. O TEST REQUESTED: The sample material was tested in accordance with the procedures outlined in NFPA 701 Fire Test 1 (small) 1996 Edition "Standard Methods of Fire Tests for Flame- ✓ Resistant Textiles and Films". gTEST RESULTS: Pass. See page 2 for detailed results. y CL• ASSIFICATION: The submitted sample is designated flame resistant. See classification requirements on page 2. U yV 1 en t9 l7 S iTested by Signed for and on behalf of �, SGS U.S. TestingtiCompany Inc. Do rian� g- Greg Ba6esky Test Technician Supervisor Fire Technology g N 1 �' Page 1 of 2 i N � available upon request). SG: i Thio report is issued by SGS U.S. Testing Company Inc. under its General Conditions for Testing Services loopy P 0 U.S. Teeing'e responsibility under this report is limited to proven negligence and will in no case be more than the amount of the testing fees EnExcept by special arrangement, carnes are not retained by SGS U.S.Tasting for more then 30 days, The results shown on this teat report refer igorly to tli eemple(el tasted unless otherwise stated, under the conditions agreed upon. Anyone relying on this report should understand all o• othe details of the engagement. Neither the name, seals, marks nor insignia of SGS U.S.Testing may be used in any fuy ll tising honormwtit er rneteriels Without the prior written approval of SGS U.S. Testing. The teat report cannot be reproduced, exceptprior co permission of SGS U.S. Testing Company Inc. 4y Member of the SGS Group (Societe Generale de Surveillance) Y'ace'sGs.SGLSG S.90S•SGS•SGS•SG6•S GS•639•SG9•5 G S•SOS•SG9•SGS•SGS•SGS•SGS•SGS•SOS•SGS•SGS•SG9•SGS•SGS•539.905•SGS•SGS•SG6.6O S•SGAS3S•SOS•SG S•SGS•sG`. I ,n$Os•Sos.-sas.s0�sasoas•sas•sas•sGs•aosoas•SGS•sos•sosomS•9os•SGS•9fl5•sG6•Sas•scs.sos.s0s•sosocs•sos•SGS•SGs•SGS•SGs•s3 S•SGS•9GS•SGS•SGS•SGS•SG: US-0-OPS-04-03•T *BBB Inc. Report No.: 162267-1 § SGS U.S. Testing Company z, z, Date: November 5, 2001 n CLIENT: VERSEIDAG-1NDUTEX GMBH Page: 2 of 2 N y lg bg o TEST RESULTS: Sample: A) 81015 White PVC Coated fabric. Specimen Initial Final Weight I Percent Time of No. Weight, Weight, g. Loss, g. . Weight Loss Flaming of pieces on i g." floor(seconds) • 1 41.1 40.5 D.6 1.5 0 2 40.6 40.0 0.6 1.5 0 3 40.8 39.0 1.8 4.4 0 8 4 40.7 39,1 1.6 3.9 0 5 40.B 40,0 \._ 0.B 2.0 0 c i -6 41,2 38.9 2.3 5.6 0 7 40.6 39.3_ 1.3 3.2T 0 40.7 38.5 2.2 5.4 0 9 40.6 39.9 0.7 1.7 _ 0 0 1040.7 38.5 2.2 5.4 0 3.5 . Average Percent Weight Loss 1.6 Standard Deviation ) 0 Average Time of Flaming of Pieces on the Floor (seconds) s 8 t r w g TEST RESULTS: The submitted A) 81015 White PVC Coated fabric is designated flame resistant. t 2 PERFORMANCE CRITERIA 1) Where fragments or residues of specimens that fall to the floor of the test chamber continue to burn for more than an average of 2 seconds per specimen for the sample of 10 specimens, the H material shall be recorded as failing the test. , 0 2) Where the average weight loss of the 10 specimens in a sample is greater than 40 percent, the o NN 8 material shall be recorded as failing the test. o rate performance in ce th any of the conditions CNl 31 Whereed above,mens do nt the material shall betreco recorded as passing the otest nand slhall be designated flame rn irdicacat N resistant. i3End of Report o N X N yN N U N y N i7 Member of the SGS Group (Soci818 G6n6tele de Surveillance] ''Scvsos•s(psGs•S'S•SGS•ses•Soy3a5•sos•SOS•sos•saS•sos.sos.sos.sos•sos•SGS•sas.SGS•Sas.SGs•sos•SGs•sos.sos•Sos•SGs.soe.so s•ses•SGS•Sa3•SGs•scs•S3s. $OS•3G.9S69•S(1Y���•���•qua+��a�.ao...r..v.r-��..-,.�- __- --- _-_ .. a US-D-o PS-0401-T *BE® SGS U.S. Testing Company Inc. 5555 Telegraph Road • Los Angeles, CA 90040 • Tel: 323-838-1600 • Fax: 323-722-8251 CLIENT: VERSEIDAG-INDUTEX GMBH Postfach 102313, 047723 Krefeld 47803-DE Attn.: Mia Curvers/St. Ferrari • Y' Test Report No: 160917-1 Date: October 19, 2001 g SAMPLE ID: One sample cf PVC coated fabric submitted and identified by the Client as: "B1015" Color: White, Usage: Interior and Exterior Uses co DATE OF RECEIPT: Sample entered into SGS USTC Sample Tracking System on August 30, 2001 as Sample Tracking No. 33742. TESTING PERIOD: Between September 6, 2001 and October 4, 2001 . AUTHORIZATION: Client's letter dated August 24, 2001 and Order Confirmation dated September 24, 2001 signed by Mia Curvers. ? TEST REQUESTED: See Pages 2 and 3. 8 r • TEST RESULTS: See Pages 4 and 5. O CONCLUSION: The above sample meets the flammability requirements of the California o Administrative Code, Title 19, Section 1237 (for Interior and Exterior uses) when tested in the original condition, after weathering and after water extraction. The California State Fire Marshal's Office retains the prerogative of verifying compliance with this regulation and reserves the right to make the final decision I � as to the acceptability of the above material for registration on a case-by-case f, basis. N N • Tested BySigned for and on behalf of SGS U.S. Testing Company Inc. • /44 i ic...,N r Y.L. Yeung Norma C. Trinidad N Page Manager, M!Textiles Department 1 of 5 I N This report is issued by SGS U.S. Testing Company Inc. under its General Conditions far Testing Services (copy available upon request). SGS U.S. Testing's responsibility under this report Is limited to proven negligence end will in no case be mare then the amount of the testing fees. l N Exoept by apeolal arrangement, samples are not retained by SGS U.S.Testing for more than 30 days. The results shown on this test report refer only to the eemple(s) tested unless otherwise stated, under the conditions agreed upon. Anyone relying on this report should understand all of the details of the engagement. Neither the name, seals, marks nor insignia of SGS U.S. Testing may be used in any advertising or promotional N materials wthout the prior written approval of SGS U.S. Testing. The test report cannot be reproduced, except In full. without prior written permission of SGS U.S.Testing Company Ino. Member of the SGS Group lSooi6t6 G6n6rale de Surveillance) SGS•SGS.SOS•SGS•SGS•SGS•SGS•SG3.3aS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGE•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SOS•SGS•SGS•SGS•SGS.SGS•SGS•SGS•S3S US-D-OPS-04-03-T ort No.: 160917-1 OBBB® SGS410 U.S. TestingCompany tnc. Re P Date: October 19, 2001 CLIENT: VERSEIDAG-INDUTEX GMBH "'-P 4',""'a'O'f"'b"" 2 3. SEP. 2003 TEST(S) REQUESTED: I h 1 $ Compliance Testing for Flame Resistance in accordance with the applicable procedures set forth in the California Administrative Code, Title 19, Public Safety, Subchapter 8, Article 4, Section 1237.2 (Fabrics for Exterior Use) and per letter and draft for the proposed revision to Title 19, Section 1237, Small Scale Test, dated August 9, 1993 from Ellen M. Shelton, Deputy State Fire Marshal. The sample was evaluated for flammability in the original condition (as received), after 100 hours of accelerated weathering and after 72 hours of water extraction as per specified procedures described below: ti A. Accelerated Weathering: AATCC 111- 1996, Option A The apparatus used was an ATLAS Electric Devices Sunshine Arc Type Weatherometer with Corex D glass filters operating at a black panel temperature of 63 degrees C and programmed for successive cycles of 102 minutes of light without water spray and 18 minutes of light with water spray. The total time of exposure was 100 hours. 0 B. Water Extraction: Per the Procedure Outlined in the Proposed Amendment to the California Administrative Code Title 19, Section 1236 (1988) The test specimens were submerged in tap water for three consecutive 24 hour soak/drain cycles. At the end of each 24 and 48 hours, the water was drained and replaced with fresh water. The total time for this water leaching procedure was 72 hours. lFlammability Test Conditions: Sample Conditioning: Oven exposure at 140-145 ° F for one hour prior to testing. 8 Y3 Flame Applied: 12 Seconds tl Fuel used: Methane (C.P.) Gas Sample Orentation: Vertical IA (n tl Ntl uNu l7 Member of the SGS Grcup ISocidt6 Gdn6rale de Surveillance) V' �YGS•SGS•SGS•SOS•SGS•SOS•SOS•SOB•SGS•9G6•SOS•SUS•SGS•SGS•4G4.9GS•SGS•SGS•SO S•908.6GS•SOS•3GS•SOS•SGS•SGS•6GS•SGSSGS•SGS•SGS•5 65•9G S•SGS•SO S•SGS•SCI _. ___....r..v.•-..”-aua•auwSoe•eos•SGs•sos•acs•sos•SGS•soS•sos.sos•sos•SGS•sos•sos•sos.so S•S US-D-OPS-04-03•ie ' 4 4410 BBBSGS U.S. Testing Company Inc. Report No.: 160917-1 g Date: October 19, 2001 g CLIENT: VERSEIDAG-INDUTEX GMBH Page: 3 of 5 N C O a, i'. TEST(S) REQUESTED (CONT): ? Flammability Requirements: Current Proposed* t, H 'U g Afterflame Time g Average No requirement 4 sec., max. f Individual 2.0 sec., max. No requirement 113 Char Length F, Average No requirement No requirement Individual 6.0 inches, max. 6.0 inches, max. v ,, N N 0 ., `8, Legend: 0 * As proposed for revision by a consensus of attendees at a June 3, 1993 meeting with Ellen M. q Shelton, Deputy Fire Marshal, for reviewing the California Code of Regulations Titlel9 Flame 5 0 Retardant Program and Draft for the Proposed Revision to Title 19, Section 1237, Small Scale 8 Test, dated August 9, 1993 from Ellen M. Shelton, Deputy Fire Marshal. P Nm O O 0] xO O A F, O a,r^ g N O cc O N M N N N o 47, 3 g o 1 . K A 1 v, Member of the SGS Group(Societe Generate de Surveillance) 0 sososGS•SGs•sGYSGS•SGS•SGS•SGs•SGS•So4•Sos•sos.soe•Sos•Soe•Sas•sas•sos•sas•sOS•sos.sos•sGs•LGs•SGS•S GS•SGS•SGS•SGS S09.508.SOS•S G S•SGS•SGS•5G6•SGS•" ___ ...:...0,.,. U.•SGS•66E•SOS•309.eGS•SGS•bG ...SGS•SG.SG....SGS•SG&6G5•SGS•SGS•SGS•BG ... m } US-0-OPS-04-03 A ti *EBB SOS U.S. Testing Company Inc. Report No.: 160947-' 4 Date: October 19, 2001 I CLIENT: VERSEIDAG-INDUTEX GMBH Page: 4 of 5 `p m u 0 RESULTS: Table I - A 0 N Flammability per California Administrative Code m Title 19, Section 1237, Small Scale Test (For Exterior Usesl I Sample: "B-1015", PVC Coated Fabric, Color: White 0 Usage: For Interior and Exterior Uses g N Test Conditions Afterflame Afterglow** Char Length Compliance (Seconds (Seconds) (Inches) 0 Original Condition g a Lengthwise 0.0 0.0 3.4 Passed 0.0 0.0 3.7 {Current & y 0.0 0.0 4.6 Proposed) $ 0.0 0.0 4.2 a 0_0 1 La 3 Average 0,0 0.3 N/A 0 Widthwise 0.0 1.3 3.9 Passed 0 0.0 1.0 3.8 (Current & 0.0 0.9 4.2 Proposed) 0.0 1.2 3.8 0.0 1_0 3_7 Average 0.0 1.1 N/A n i m U After Accelerated Weathering Lengthwise 0.0 0.0 3.2 Passed 0.0 0.0 4.2 (Current & 0.0 0.0 3.2 Proposed) � 0.0 0.0 3.3 g 1.6 0.0 4.0 i Average 0.3 0.0 N/A t v Widthwise 0.0 0.0 3.6 Passed g 0.0 0.0 3.3 (Current & g 0.0 0.0 3.9 Proposed) 0.0 0.0 3.9 0.0 0.0 3,7 Average 0.0 0.0 N/A y r k Member of the SOS Group(Sooldt6 Gdndrale de SurveiUanoe) ch •sos•SGS•sos•sGs•sds•sGs•Sos.Sos•sos•sos•so S•sos•sos.sos•SGS•Sos•s3s•sos•sGs•sas•SGe•sos•90 A4os•sos•sGs•SGS•So9.9os•S3S•oas.9os•SGS•So 9.333.53 S.`� ....,-o..a.dus•s aS•sos•scs•sas.sos•so6•sGs•a Gs•sosvBGs•sos.SGS•9Gs•sos•6os.6G6•sGs•sos•SOS•SGs•SG9•sG US-D-OPS-04-C OBGB® . SGS U.S. Testing Company Inc. Report No.: 160947-' Date: October 19, 2001 CLIENT: VERSEIDAG-INDUTEX GMBH Page: 5 of 5 u N RESULTS: TableI - B N Flammability per California Administrative Code Title 19, Section 1237, SmallScale Test (For Exterior Uses) 0 T Gii Sample: "B-1015", PVC Coated Fabric, Color: White I Usage: For Interior and Exterior Uses g Jest Conditions Afterflame Afteralow" Char Length Compliance i, (Seconds) (Seconds) (Inches) a iAfter Water Extraction ,, Lengthwise 0.0 0.0 3.5 Passed g 0.0 0.0 3.6 (Current & ‘i 1.3 0.0 3.5 Proposed) Ti 0.0 0.0 3.4 v 1.5 0.0 3.8 o Average 0.5 0.0 N/A w ti Widthwise 0.00.0 00 3.9 Passed 0.0 0.0 4.0 (Current & T o 0.0 0.0 3.4 Proposed) li 0.0 0.0 3.9 Q 0 d 0.0 3,8 0 Average 0.0 0.0 N/A r Note: Fabric Weight (Re. ASTM D 3776-96, Option C): 19.5 oz./sq. yd. VI i Legend: g ** No requirements for "Afterglow". However, the proposed revision to the Title 19, Section 3y 1237 specifies that the afterglow and localize burning shall be reported. e o, in N End of Report N gU ,, u a v: Member of the SGS Group{Socih6 Generale de Survaillence} 3s.SGs•66s•sas•SOS•SGs•SGs.s Gs•sos•sGs.sGs•sos•scs•sGs•Sos•sos•SGS•sGs•sos.sos•s Gs•sos•so&EGs•sOs•eas•SGs•SGS•sas•9G 6•S^us.so 6•SGS•SaS•9 o s•9G 5• TEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric&Apparel Testing 19 West 36th Street,New York,NY 10018 Phone: (212)947-8391 Fax: (212)947-8719 3IILAt -31.*.0. Q rttti Thirb 13arty Test 33eport FILE: LOSB SAMPE IDENTIFIED BY CLIENT AS: OFFICE COPY Submitted Color Lt Grey 6-1 CALCULATION OF PERCENT WEIGHT LOSS: 6-1 .3 Where the percent weight loss of any individual specimen exceeds the mean value plus three standard deviations, the test shall be repeated on another sample of 10 specimens. The mean percent weight loss and standard deviation for the second set of 10 specimens shall be calculated. 7-1 PERFORMANCE CRITERIA: 7-1 .1 Where fragments or residues of specimens that fall to the floor of the test chamber continue to burn for more than an average of 2 seconds per specimen for the sample of 10 specimens, the material shall be recorded as failing test 1. 7-1.2 Where the average weight loss of the 10 specimens in a sample is greater than 40 percent, the material shall be recorded as failing the test. 7-1.3 Where the percent weight loss of any individual specimen in the second set of specimens exceeds the mean value of the second set plus three standard deviations calculated for the second set, the material shall be recorded as failing this test. 7-1 .4 Where the specimens do not demonstrate performance in accordance with any of the conditions indicated in 7-1.1 through 7-1.3, the material shall be recorded as passing this test and shall be designated as flame resistant . I `‘�oostitiatt j 01 E S 4 S or The Company By p,.,. o- )144-4"4--6- I ., leyil , ei Stac adowy chnica Director UP! Quality Assurance Supervisor 4 TT/01/728 3��'� Q Page 2 ' ACC° 1114 . — ' ii ia /"� ` ISO-17025 TEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric&Apparel Testing 19 West 36'h Street,New York,NY 10018 Phone: (212)947-8391 Fax: (212)947-8719 3i1LtC -3f.6.®. (Certifieb Xbtrb Dam) ZEe5t ikeport DATE: January 29, 2009 FILE: LOSBER.A012709A CLIENT: Losberger US LLC ATTN: Larry Speck 95 Monocact Blvd B20 Frederick, MD 21701 SAMPLE IDENTIFIED BY CLIENT AS: Vinyl Submitted Color Lt Grey RED LABEL SERVICE TEST PROCEDURE: TEST RESULTS: NATIONAL FIRE PROTECTION ASSOCIATION 701-2004 TEST 1 AFTER-FLAME DRIP BURN WEIGHT LOSS *********** *********** ************* LENGTH: 0.0 Seconds 0.0 Seconds 1.32% LENGTH: 0.0 Seconds 0.0 Seconds 1.36% LENGTH: 0.0 Seconds 0.0 Seconds 1.37% LENGTH: 0.0 Seconds 0.0 Seconds 2.15% LENGTH: 0 .0 Seconds 0 .0 Seconds 1.83% Std Dev: 0.41 LENGTH: 0 .0 Seconds 0.0 Seconds 1.30% 3 Std Dev: 1.24 LENGTH: 0 .0 Seconds 0.0 Seconds 1.87% LENGTH: 0 .0 Seconds 0.0 Seconds 1.77% 3 Std Dev + Mean: 2.76 LENGTH: 0 .0 Seconds 0.0 Seconds 0.67% LENGTH: 0 .0 Seconds 0.0 Seconds 1.60% 0 .0 Seconds 0 .0 Seconds 1 .52% TEST RESULT: Pass 6-1 CALCULATION OF PERCENT WEIGHT LOSS: 6-1.1 The percent weight loss of each specimen shall be determined by the following equation: (Weight before test - Weight after test x 100 = Percent weight loss (Weight before test) The percent weight loss shall be recorded. 6-1.2 The mean percent weight loss and the standard deviation for the sample consisting of 10 specimens shall be calculated. Page 1 *if* EDIE• TEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric&Apparel Testing 19 West 36`x'Street.New York.NY 10018 Phone: (212)947-8391 Fax: (212)947-8719 .311LAC-1.6.0. c.ertifieb Tltirb Zest deport DATE: January 29, 2009 FILE: LOSBER.A012709B CLIENT: Losberger US LLC ATTN: Larry Speck 95 Monocact Blvd B20 Frederick, MD 21701 SAMPLE IDENTIFIED BY CLIENT AS: Vinyl Submitted Color Orange RED LABEL SERVICE TEST PROCEDURE: TEST RESULTS: NATIONAL FIRE PROTECTION ASSOCIATION 701-2004 TEST 1 AFTER-FLAME DRIP BURN WEIGHT LOSS *********** *********** ************* LENGTH: 0.0 Seconds 0 .0 Seconds 30 .69% LENGTH: 0.0 Seconds 0.0 Seconds 4 .02% LENGTH: 0 .0 Seconds 0.0 Seconds 28.77% LENGTH: 0.0 Seconds 0.0 Seconds 13.76% LENGTH: 0.0 Seconds 0 .0 Seconds 21.99% Std Dev: 9.17 LENGTH: 0.0 Seconds 0.0 Seconds 31.11% 3 Std Dev: 27.51 LENGTH: 0.0 Seconds 0 .0 Seconds 26.32% LENGTH: 0.0 Seconds 0 .0 Seconds 18.35% 3 Std Dev + Mean: 51.14 LENGTH: 0.0 Seconds 0 .0 Seconds 28.93% LENGTH: 0.0 Seconds 0.0 Seconds 32.38% 0 .0 Seconds 0.0 Seconds 23 .63% TEST RESULT: Pass 6-1 CALCULATION OF PERCENT WEIGHT LOSS: 6-1.1 The percent weight loss of each specimen shall be determined by the following equation: (Weight before test - Weight after test x 100 = Percent weight loss (Weight before test) The percent weight loss shall be recorded. 6-1.2 The mean percent weight loss and the standard deviation for the sample consisting of 10 specimens shall be calculated. Page 1 , y /'7o } ACCREDIT[') 11atwl tart nvo ei �/ n ISO-17025 TEXTILE TESTING SERVICES �r QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn. Fabric&Apparel Testing 19 West 36.h Street,New 1"°rk. N1 10018 Phone:(212)947-8391 Fax: (212)947-8719 311L2tC-31.*.cid. Certifieb Taira )arty Trst l�etlort FILE: LOSBER.A012709B SAMPLE IDENTIFIED BY CLIENT AS: Vinyl Submitted Color Orange 6-1 CALCULATION OF PERCENT WEIGHT LOSS: 6-1 .3 Where the percent weight loss of any individual specimen exceeds the mean value plus three standard deviations, the test shall be repeated on another sample of 10 specimens. The mean percent weight loss and standard deviation for the second set of 10 specimens shall be calculated. 7-1 PERFORMANCE CRITERIA: 7-1.1 Where fragments or residues of specimens that fall to the floor of the test chamber continue to burn for more than an average of 2 seconds per specimen for the sample of 10 specimens, the material shall be recorded as failing test 1. 7-1.2 Where the average weight loss of the 10 specimens in a sample is greater than 40 percent, the material shall be recorded as failing the test. 7-1.3 Where the percent weight loss of any individual specimen in the second set of specimens exceeds the mean value of the second set plus three standard deviations calculated for the second set, the material shall be recorded as failing this test. 7-1.4 Where the specimens do not demonstrate performance in accordance with any of the conditions indicated in 7-1.1 through 7-1 .3, the material shall be recorded as passing this test and shall be designated as flame resistant . tFrT Company By . �� E S�e� r y tZ + Stac Sadowy chnical D ector Ma Quality Assurance Supervisor FAk TT/01/729 �.�• Cra+Q4 .'� willocloW Page 2 ACC11[DI • TEXTILE TESTING SERVICES A0AlfirQUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric&Apparel Testing 19 %Vest 36th Street.New York,NY 10018 Phone: 1212)947-8391 Fax: (2121947-8719 3131.2C -31.*.e. Certtfieb fljir) Harty Test 3keport DATE: January 29, 2009 FILE: LOSBER.A012709C CLIENT: Losberger US LLC ATTN: Larry Speck 95 Monocact Blvd B20 Frederick, MD 21701 SAMPLE IDENTIFIED BY CLIENT AS: Vinyl Submitted Color Charcoal RED LABEL SERVICE TEST PROCEDURE: TEST RESULTS: NATIONAL FIRE PROTECTION ASSOCIATION 701-2004 TEST 1 AFTER-FLAME DRIP BURN WEIGHT LOSS ************ ************ ************* LENGTH: 26.0 Seconds 60.0 Seconds 41.37% LENGTH: 60.0 Seconds 60.0 Seconds 100.00% LENGTH: 60.0 Seconds 60.0 Seconds 100.00% LENGTH: 41 .0 Seconds 60 .0 Seconds 50.70% LENGTH: 60.0 Seconds 60.0 Seconds 100.00% Std Dev: 28 .58 LENGTH: 60 .0 Seconds 60.0 Seconds 100.00% 3 Std Dev: 85 .75 LENGTH: 60 .0 Seconds 60.0 Seconds 62.95% LENGTH: 60 .0 Seconds 60.0 Seconds 29.12% 3 Std Dev + Mean: 155 .89 LENGTH: 60 .0 Seconds 60.0 Seconds 75.70% LENGTH: 39.0 Seconds 60.0 Seconds 41.57% 52 .6 Seconds 60.0 Seconds 70.14% TEST RESULT: Fail 6-1 CALCULATION OF PERCENT WEIGHT LOSS: 6-1 .1 The percent weight loss of each specimen shall be determined by the following equation: (Weight before test - Weight after test x 100 = Percent weight loss (Weight before test) The percent weight loss shall be recorded. 6-1 .2 The mean percent weight loss and the standard deviation for the sample consisting of 10 specimens shall be calculated. Page 1 ."' �ip li ACCIIEDI ` Meree dibila './ / • ISO-17025 �uln1� TEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric&Apparel Testing 19 %Vest 36th Street,New York,NY 1111118 Phone: (2121 947-8391 Fax: (212)947-8719 3131ZIC (.erttfieb TI)irb Dart» Test PPeport FILE: LOSBER.A012709C SAMPLE IDENTIFIED BY CLIENT AS: Vinyl Submitted Color Charcoal 6-1 CALCULATION OF PERCENT WEIGHT LOSS: 6-1.3 Where the percent weight loss of any individual specimen exceeds the mean value plus three standard deviations, the test shall be repeated on another sample of 10 specimens. The mean percent weight loss and standard deviation for the second set of 10 specimens shall be calculated. 7-1 PERFORMANCE CRITERIA: 7-1.1 Where fragments or residues of specimens that fall to the floor of the test chamber continue to burn for more than an average of 2 seconds per specimen for the sample of 10 specimens, the material shall be recorded as failing test 1. 7-1.2 Where the average weight loss of the 10 specimens in a sample is greater than 40 percent, the material shall be recorded as failing the test. 7-1.3 Where the percent weight loss of any individual specimen in the second set of specimens exceeds the mean value of the second set plus three standard deviations calculated for the second set, the material shall be recorded as failing this test . 7-1.4 Where the specimens do not demonstrate performance in accordance with any of the conditions indicated in 7-1.1 through 7-1.3, the material shall be recorded as passing this test and shall be designated as flame resistant. ,•`•�Q.Q`T ezN. S' r TYIe Company By J -1/.1;1 (-2 • Zoaed aley Stacy Sadowy T ch a irector �w Quality Assurance Supervisor TT/01/730 leQReI0Q• ``,,, Page 2 TEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric&Apparel Testing 19 West 36"'Street.New York,NY 10018 Phone: (212)947-8391 Fax: (212)947-8719 3112C -i1. .c1 . Qertifieb Third Dart') fest Report DATE: January 29, 2009 FILE: LOSBER.A012709D CLIENT: Losberger US LLC ATTN: Larry Speck 95 Monocact Blvd B20 Frederick, MD 21701 SAMPLE IDENTIFIED BY CLIENT AS: Vinyl Submitted Color Black RED LABEL SERVICE TEST PROCEDURE: TEST RESULTS: NATIONAL FIRE PROTECTION ASSOCIATION 701-2004 TEST 1 AFTER-FLAME DRIP BURN WEIGHT LOSS *********** *********** ************* LENGTH: 0.0 Seconds 0.0 Seconds 5.27% LENGTH: 0.0 Seconds 0.0 Seconds 2.45% LENGTH: 60.0 Seconds 4 .0 Seconds 13.88% LENGTH: 0.0 Seconds 0.0 Seconds 5.77% LENGTH: 0.0 Seconds 0.0 Seconds 6.24% Std Dev: 5.48 LENGTH: 0.0 Seconds 6.0 Seconds 4 .89% 3 Std Dev: 16.43 LENGTH: 0.0 Seconds 0 .0 Seconds 17.82% LENGTH: 0.0 Seconds 0.0 Seconds 10.85% 3 Std Dev + Mean: 24 .77 LENGTH: 0.0 Seconds 57.0 Seconds 14.30% LENGTH: 0.0 Seconds 0 .0 Seconds 1.98% 6.0 Seconds 6.7 Seconds 8.34% TEST RESULT: Fail 6-1 CALCULATION OF PERCENT WEIGHT LOSS: 6-1.1 The percent weight loss of each specimen shall be determined by the following equation: (Weight before test - Weight after test x 100 = Percent weight loss (Weight before test) The percent weight loss shall be recorded. 6-1 .2 The mean percent weight loss and the standard deviation for the sample consisting of 10 specimens shall be calculated. Page 1 TEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric&Apparel Testing 19 West 36th Street,New York,NY 10018 Phone: (212)947-8391 Fax: (212)947-8719 31 C-3I.*.c1D. Qerttfteb Vitrb ")arty Telt ikeport FILE: LOSBER.A0127090 SAMPLE IDENTIFIED BY CLIENT AS: Vinyl Submitted Color Black 6-1 CALCULATION OF PERCENT WEIGHT LOSS: 6-1 .3 Where the percent weight loss of any individual specimen exceeds the mean value plus three standard deviations, the test shall be repeated on another sample of 10 specimens. The mean percent weight loss and standard deviation for the second set of 10 specimens shall be calculated. 7-1 PERFORMANCE CRITERIA: 7-1.1 Where fragments or residues of specimens that fall to the floor of the test chamber continue to burn for more than an average of 2 seconds per specimen for the sample of 10 specimens, the material shall be recorded as failing test 1. 7-1.2 Where the average weight loss of the 10 specimens in a sample is greater than 40 percent, the material shall be recorded as failing the test. 7-1 .3 Where the percent weight loss of any individual specimen in the second set of specimens exceeds the mean value of the second set plus three standard deviations calculated for the second set, the material shall be recorded as failing this test. 7-1 .4 Where the specimens do not demonstrate performance in accordance with any of the conditions indicated in 7-1 .1 through 7-1.3, the material shall be recorded as passing this test and shall be designated as flame resistant. „oak 111,411. Si r T e Company By Amad 400 Ad V7 :F`7 Stac, Sadowy Techni D ector °,,aORA,tOl�`��� Quality Assurance Supervisor TT/01/731 ,4,temittoo- Page 2 Accu Iso-17025 TERMS AND CONDITIONS GOVERNING;VARTEST'S PROVISION OF SERVICES Unless otherwise expressly agreed in a written contrac signed by an Officer of Vartest Laboratories Inc. ("Vartest"or"us"), the following Terms and Conditio s shall govern Vartest's provision of services and preparation of test reports("Test Reports")for a client,("Client"). I. The findings and results in a Test Report apply only to the specific sample(s) submitted to us by the Client for testing, using the method specified herein. We assume no responsibility for variations. Unless Vartest did the sampling, it should not be inferred that these results are representative of the lot from which the sample was obtained. 2. A Test Report is not intended to constitute a recommendation or endorsement of the product tested. 3. A Test Report is for the exclusive use of the Client. Further,a Test Report is not to be used in connection IA ith, or for the purpose of,any advertising or endorsement unless expressly authorized in writing by Vartest. 4. In preparing Test Reports for its Clients, Vartest is acting solely as an independent contractor, and under no circumstances shall Vartest shall be deemed to be an agent,joint venturer,partner, fiduciary or legal representative of the Client. Additionally,under no circumstances shall Vartest be deemed to be a technical advisor to the Client,unless expressly agreed in a separate contract signed by the Client and an Officer of Vartest. 5. In the event that it is proven that a Test Report was inaccurate and that the inaccuracy was caused by the act or default of Vartest,the liability of Vartest shall be limited to refunding to the Client the fee paid by the Client for such Test Report. Under no circumstances whatsoever shall Vartest be liable to compensate or indemnify the Client or any third party, for or in respect of,any consequential, special, indirect, punitive or exemplary damages, whether arising out of an allegedly inaccurate Test Report or for any other reason. 6. Unless otherwise agreed to in writing, Vartest will discard all test samples after 30 days and all Test Reports after I year. 7. An asterisk(*) next to a test description in a Test Report indicates that the test, or portions of the test, were performed by another laboratory facility. 8. Payment Terms: Net 10 days. 9. Vartest shall use its best efforts to hold in confidence and use only for the benefit of the Client such information which the Client discloses to Vartest and advises Vartest is to be treated as confidential and proprietary information of the Client. VERSEIDAG duraskin COATING AND COMPOSITE Tents OFFICE COpy Style No B 1515 PES Verseidag seemee(U.S.)Inc. Fibre Type of the Base Fabric 4 aspen Drive Randolph •New Jersey 07869 Titer of Yarn den 1000 usA _ - 1 Weave Plain Coated Fabric Weight oz/sqy 20 business-segment duraskinZ office: -1 /(319)377 7378 Dry Strip Tensile lbs/inch ASTM 4851 290/250 fox: -1 /(319)377 7379 Trapezoidal Tear lbs ASTM 4851 60/60e-rr woennor® ` 1SCorn www seemeefn.ccrf Adhesion lbs/inch ASTM 4851 12 Width 61",98" Fire Behavior according to cal. Fire Marshall, NFPA 701 Version 12/2006 I iI 'cams-e_.. OFFI CE C Opy 4THE DECK AT 18 20M X 15M STRUCTURE 73'W X 62'D ELEVATED DECK 45'MAIN DECK(ENCLOSED) B[ 10'MAIN DECK REAR PATIO �J 62' Lai X M Q CO 0 4 3 w w = 73' 73' { GREEN I- 0 mu lx i w 3 /� 22' N / 'IiJr 42' — OBSERVATION J /ADA PETE'S Z DECK TURN z 22' 12M X 15M STRR URE _ 42'W X 52'O ELEVATED DECK I— 52' w / \ Q I - ff. < Q. ``r" ENTRANCES S) CC U E 4 4 SINGLE RAMPED ENTRANCE ALL VENUES DATE: 7/24/17 rt BEACHVIEW PROJECT: WCI'C zo17-18th Green Overview Rev 4 event rentals tk des;pn DESIGNER: Eric Allman All Rights Reserved.Unauthorized Distribution Strictly Prohibited 877.782.7368 to.-- ems 1� Di 11 a,,,ks on SEP 9 0717 1X(10�5°5%01V -10 SEP(1014 iii , ,.. .. , _ ,„ iia., y / , ,,— .. __, _., .... i , . ... . __ s..„, Y .., / _ . ,. 1/4„. ! , _ i , ,_ . ...: a ._ ; , ., i (- . ...::.44.— . 1 - e ,1 r _ .1/4 - , . -,---tion - ---:- :c!, t - rir 1 V 4116 _ 1- CD _ x- :-/ ") - -" 0 CD 000 CD O CD 6 1 (D c • .�\ Vi ~ ~,` � -�__1� war..,�, • � l ' , : ?i7i a 1110 ,';,''''t. 'N�0 Ai Nooks 1 - _ t - _ i I : t� ,}j , iD O -:- z..- s - ''c . " 1 ' '_._ ,�r. 7 • Ido, i iii _ CiCIA �; f _ . :::: 7.—-:1 Ail: Peeve tle z - v � � . z. r9211 4 ....--Jr—__ _�- �,�, -. ..c.1‘045p1/4SN .f� D tri 4 a n 610T n .-i a N 72 .. V o ,_.3 .-r- ON' N vl d N -It, 7• C" -i .A 0 D A 03. 4:\ D -< > 7 r > � /. F '\ 4 u Po a 4 II II FL '^ ^ \�.�/ C> — — .74 E j II ' • I I Er aV a m c1111 a S •"" ^ I o Ill I IaAi I�•■i —E CO - C C G7 _ _ tae G. — — /. * /.•'\ \�•�/ �/ It• •�I no _ _ � N 0_ _ _, Q _ = r 2-i u) U II V __J z M ✓ 4 �, ..4(, ,...,V 1 1 co,6 Gr Lo Vs�< 0 41PFIrPp,R\�Prticn . Qs co a m acksonvtl Ei SV 1% IN IUNS Oka? NS NO-1EG 400 MONS .. ,..ick cO � C)m t?7 n r) ^' FN o c• C .a c vi N • rD 4:ec vi- 4A I■ ■I IIIII IIIII IIIII II ■I IN ■I II ■I IN II II ■I IN ■I II II II ■I A IN ■I II ■I II II II II T N 1■ ■I I■ ■I ,o III 1■ ■I m l IN II IN ■I =W 1■ ■I IN ■I a. -1 m I■ ■I I■ ■I —1 D II ■I II II O I■ ■I II ■1 I■ ■I 1■ ■1 m z c" 111111 1■ ■I INIII I■ ■I U)m I■ 11 IN 11 II ■I II ■I(,), z tq a. Z II ■I I■ II II II II ■Iz�—� n II ■I II II IN ■I IN II a IIIII I■ ■I I■ ■I IIIII D a. II II II II E o II ■I I■ ■I -n z IN ■I II ■I =F II ■I II in 1_71 R II II II II -izI■ ■1 II ■I a T a 4 -„, 0, ,,,..„, m \04, ct) ,:.__> ' ti\i' tp ,,,P Pcks 'gy m St? 0 9 ZOi.i `i)0 n � z n m y y A _ J E A+ O b N R k J, D TJ 2, H R R / Or-. 0 xm-ri 0 0 0 0` T ❑] ❑1 ❑7 �•� OO m 0] ❑] �] 000 000 ` OOO P- - O O OO O O 0 O O ..•. 000 I I ?D''' = a 0 qX ,t Fi Ell ❑] ❑l G z ] ❑] ❑] OO O O O 3 c '4 O O O O n sM * 0 0 0 0 0 0 m1 *W./m,-1 O O O Wrn 1-1155 1 ❑l ! XO o 0 0 0 0 ZL( X DD O D l 11Z)J Ktvonn� , o < �cksnn SEP \ - 2011 ii • 14U°(T IONS AS N0�EE� 144° SHEF` e F LOS B ERG ER �o ,o fr cr. �•. >, Uniflex 10-25m Frame Structure with 3.4-4m Leg Structural evaluation of the Losberger Uniflex structure in accordance with Florida Building Code 2014, Epcot Building Code 2015 Edition with 2016 Supplement, and the ASCE 7-10 �Myigppt.Y Evaluated for use in the following conditions: 3t P yi,,� For use with Risk/Occupancy Category II structures, �t ihk��R...... Ultimate Design Wind Speed of 94mph at 3-sec gust `J,�T;% CENSF•`� .� Exposure Category B (urban and suburban terrain) ' Vy :'Y 6 • Enclosed Temporary Structure t �' 21 This item has been electronically signed and sealed by Chander P. t 3t_ •• • Nangia PE on 10/05/2016 using a digital seal. ~� •'•. COR10�:' $A Printed Printed copies of this document are not considered signed and /,sS/SNA ........�, sealed and the signature must be verified on any electronic copies. ��t ,tut ► The professional engineer seal on this cover page refers to the calculation sheets contained within this document and to any Appendix or Table sheets that support this document. Any other drawings and documents may require a separate seal for coverage not provided here. Certification of this document only shows that the Professional Engineer of that particular state is in agreement with the report's contents. It does not,however,imply that the structures are generally suitable for use within that state,or that every installation is covered by this report. The information and illustrations contained within this document remain the sole property of Losberger U.S.,LLC,and are to be treated as confidential. The professional engineers seal,affixed on this document,signifies a responsibility for the structural adequacy of the design of the structure in the completed project.The content contained within this document does not encompass means, methods and safety of erection. All data,designs,technical representations,engineering calculations and illustrations whether written or implied may not be reproduced in whole or in part nor distributed,used in manufacturing,design or display without the express written consent of Losberger U.S.,LLC. Retention of this document shall constitute acceptance of these terms and conditions. CHANDER P. NANGIA P.E. 7423 HOLLOW RIDGE DR. .HOUSTON,1'X 77096 LosbergerU.S., LLC 2855 Buch . .er Rd, Suite A Frederick, MD 21701 LOSBERGER (800)964-8368 ibmanionmoussEM This page intentionally left blank 06/.• 4416 <4,1 ,oy 01-Introduction.xmcd 2 of 8 Losberger U.S., LLC 285 Bucheimer Rd, Suite A Frederick, MD 21701 LO S B E R G E R (800)964-8368 Table of Contents 1. Summary and Recommendations 2. Project Parameters 3. Determination of Loads Dead Load Live Load Roof Live Load Wind Load 4. Load Combinations 5. Main Profile 6. Splice Design 7. Gable End Upright O 8. Base Plate Design 9. Purlin Design 10.Bracing Cable Assemblies � Appendix A - Sketches Appendix B - Computer Model INPUT /1 0 Appendix C-Computer Model OUTPUT 4e. Revision Loq Rev Rev. Date Sections Affected Description 0 29 Sept 16 - - Original Issue 01-Introduction.xmcd 3 of 8 Losberger U.S., LLC ri:1 285 Bucheimer Rd, Suite A Frederick, MD 21701 LOS B ERG ER (800)964-8368 This page intentionally left blank tier6, 0, Q„,,, , %,,,,,,,<,(i ,,, 01-Introduction.xmcd 4 of 8 r1:1 Losberger LLC 285 BucheimerU.S.,.S. RL Suite A Frederick, MD 21701 LO S B E RG E R (800) 964-8368 isassmissawiswa 1. Summary and Recommendations This document, based on technical background information as provided by Losberger U.S., LLC, covers the structural evaluation of the Uniflex 10m aluminum frame style structures, utilizing the P2N extrusion profile, and in accordance with U.S. Building Code requirements. The specifications outlined in the Structural Engineering Institute/American Society of Civil Engineers (SEI/ASCE 7) "Minimum Design Loads for Buildings and Other Structures" were followed in determining the integrity of the structure. This document is intended to serve as a basis for the acceptability this stand-alone, enclosed structure(s) under standard design wind loads. Lightweight Design Inc. compiled this document based on the existing frame tent system with reference to the applicable building codes in the U.S. This report includes the load cases and combinations used in the analysis and gives an indication as to the wind exposure for which the structures are suitable. Certification of this document only shows that the Professional Engineer of that particular state is in agreement with the report's contents. It does not, however, imply that the structure(s) is generally suitable for use within that state, or that every installation is covered by this report. As this document was compiled based on design information as provided by Losberger, the summary and recommendations for this structure and contained within this document can only be valid if the structure(s) is erected with original Losberger parts and components. Computer-aided structural frame analysis were involved in the course of the investigation. Different load combinations were considered to identify the critical aspects of the design. Member detail checks were established to derive the conclusions for the entire report. ((//�� As such, we have arrived at the following conclusions and recommendations: n 1.1 Wind Speed Rating v�C • Wind Speed 94 mph, 3-second gust 0 10 • Exposure Category B (urban or suburban terrain) • Mean Recurrence Interval 4 years • Building Risk Category II • Velocity Pressure qh = 7.58-psf at mean roof height, h = 19.06•ft For the above mentioned wind speed, exposure category, and return period (or mean recurrence interval, MRI), the structure(s) satisfies the requirements of the"American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures (ASCE 7), as well as the International Building Code (IBC). Exposure Categories (IBC) 1609.4.3 Exposure categories. An exposure category shall be determined in accordance with the following: Exposure B. For buildings with a mean roof height of less than or equal to 30 feet (9144mm), Exposure B shall apply where the ground surface roughness condition, as defined by Surface Roughness B, prevails in the upwind direction for a distance of at least 1,500 feet (457 m) For buildings with a mean roof height greater than 30 feet (9144 mm), Exposure B shall apply where Surface Roughness B prevails in the upwind direction for a distance of at least 2,600 feet (792 m) or 20 times the height of the building, whichever is greater. Exception: For buildings whose mean roof height is less than or equal to 30 feet (9144 mm), the upwind distance is permitted to be reduced to 1,500 feet (457 m). Exposure C. Exposure C shall apply for all cases where Exposures B or D do not apply. Exposure D. Exposure D shall apply where the ground surface roughness, as defined by Surface Roughness D, prevails in the upwind direction for a distance of at least 5,000 feet (1524 m) or 20 times the height of the building, whichever is greater. Exposure D shall also apply where the ground surface roughness immediately upwind of the site is B or C, and the site is within a distance of 600 feet (183 m) or 20 times the building height, whichever is greater, from an exposure D condition as defined in the previous sentence. 01-Introduction.xmcd 5 of 8 Losberger U.S., LLC FE' 285 Bucheimer Rd, Suite A Frederick, MD 21701 LOS B E RG E R (800)964-8368 lissmeammiN Surface Roughness Categories 1609.4.2 Surface roughness categories. A ground surface roughness within each 45-degree (0.79 rad) sector shall be determined for a distance upwind of the site as defined in Section 1609.4.3 from the categories defined below, for the purpose of assigning an exposure category as defined in Section 1609.4.3. Surface Roughness B. Urban and suburban areas, wooded areas or other terrain with numerous closely spaced obstructions having the size of single-family dwellings or larger. Surface Roughness C. Open terrain with scattered obstructions having heights generally less than 30 feet (9144 mm). This category includes flat open country, grasslands, and all water surfaces in hurricane-prone regions. Surface Roughness D. Flat, unobstructed areas and water surfaces outside hurricane-prone regions. This category includes smooth mud flats, salt flats and unbroken ice. 1.2 Hanging Dead Loads The electrical and mechanical fixtures (lighting, HVAC, suspended items, etc.)totaling 1,000 lbs per frame and suspended symmetrically on the structure are accounted for. These hanging loads have been assumed to be 250 lbf at the center of each rafter and 500 lbf at the ridge of each rafter for this analysis. 1.3 Live Loads Due to the temporary nature of the structure and its seasonal installation, snow loading is neglected in the load considerations and is beyond the scope of this structure report. It is not recommended to install this structure in locations prone to snow and during times where snow events are expected to occur. If a snow event is likely while the structure is erected, then measures must be provided to ensure snow removal or melting during the event. Furthermore, the prescribed gradient of the roof fabric should be maintained to allow for smooth drainage and to prevent the potential for ponding. O�^ /C OA 01-Introduction.xmcd 6 of 8 Losberger U.S., LLC Fri 285 Bucheimer Rd, Suite A Frederick, MD 21701 LOSBERGER (800) 964-8368 immamememals 1.3 Base Reactions The maximum reactions at the foundations/supports due to the rated load and exposure category are given in the tables below, per base plate, per frame. 10M340 Uniflex 10M400 Uniflex Gable End Gable End Arch Frame Wall Posts Arch Frame Wall Posts Max Vertical Downward 1.1 kips 0.1 kips Max Vertical Downward 1.4 kips 0.1 kips Max Vertical Uplift 1.8 kips' 0.0 kips Max Vertical Uplift 1.1 kips' 0.0 kips Max Shear 1.0 kips2 0.6 kips Max Shear 0.7 kips2 0.6 kips 'Add'I uplift at cross-braced frames = 0.4 kips 'Add'I uplift at cross-braced frames = 0.5 kips 2Add'I shear at cross-braced frames = 0.6 kips 2Addl shear at cross-braced frames = 0.7 kips 12M340 Uniflex 12M400 Uniflex Arch Frame Gable End Gable End Arch Frame Wall Posts Wall Posts Max Vertical Downward 1.4 kips 0.1 kips Max Vertical Downward 1.4 kips 0.1 kips Max Vertical Uplift 1.3 kips' 0.0 kips Max Vertical Uplift 1.4 kips' 0.0 kips Max Shear 0.8 kips2 0.6 kips Max Shear 0.9 kips2 0.6 kips 'Add! uplift at cross-braced frames = 0.5 kips 'Add'I uplift at cross-braced frames = 0.6 kips 2Addl shear at cross-braced frames = 0.7 kips 2Add'I shear at cross-braced frames = 0.8 kips 15M340 Uniflex 15M400 Uniflex Gable End Gable End Arch Frame Wall Posts Arch Frame Wall Posts Max Vertical Downward 1.5 kips 0.3 kips Max Vertical Downward 1.5 kips 0.3 kips Max Vertical Uplift 1.8 kips' 0.0 kips Max Vertical Uplift 1.4p.. 0.0 kips Max Shear 1.2 kips2 0.7 kips Max Shear 1. . 0.7 kips 'Add'I uplift at cross-braced frames = 0.6 kips 'Add'I uplift at cross-braced frame = ips 2Addl shear at cross-braced frames = 1.0 kips 2Add'I shear at cross-braced frames = s o ,o` 01-Introduction.xmcd 7 of 8 • Losberger LLC 285 BucheimerU.S.,.S. Rd. Suite A Frederick, MD 21701 LOS B E RG E R (800)964-8368 1.3 Base Reactions (continued) 18M340 Uniflex 18M400 Uniflex Arch Frame Gable End Gable End Arch Frame Wall Posts Wall Posts Max Vertical Downward 2.4 kips 0.2 kips Max Vertical Downward 2.7 kips 0.2 kips Max Vertical Uplift 2.4 kips' 0.0 kips Max Vertical Uplift 2.4 kips' 0.0 kips Max Shear 4.2 kips2 0.8 kips Max Shear 4.2 kips2 0.8 kips 'Add'' uplift at cross-braced frames = 0.8 kips 'Add'I uplift at cross-braced frames = 1.0 kips 2Add'I shear at cross-braced frames = 1.2 kips 2Add'I shear at cross-braced frames = 1.3 kips 20M340 Uniflex 20M400 Uniflex Gable End Gable End Arch Frame Arch Frame Wall Posts Wall Posts Max Vertical Downward 1.6 kips 0.3 kips Max Vertical Downward 1.7 kips 0.3 kips Max Vertical Uplift 2.8 kips' 0.0 kips Max Vertical Uplift 2.9 kips' 0.0 kips Max Shear 2.0 kips2 0.7 kips Max Shear 1.9 kips2 0.7 kips 'Add' uplift at cross-braced frames = 0.9 kips 'Add'I uplift at cross-braced frames = 1.2 kips 2Add'I shear at cross-braced frames = 1.4 kips 2Addl shear at cross-braced frames = 1.6 kips 25M340 Uniflex 25M400 Uniflex Gable End Gable End Arch Frame Arch Frame Wall Posts Wall Posts Max Vertical Downward 2.5 kips 0.3 kips Max Vertical Downward 3.7 ki � .3 kips Max Vertical Uplift 3.2 kips' 0.0 kips Max Vertical Uplift 3.3 kips �Ces Max Shear 2.7 kips2 0.7 kips Max Shear 6.0 kips2 'Add'! uplift at cross-braced frames = 1.3 kips 'Add'I uplift at cross-braced frames = 1.6 kips 2Addl shear at cross-braced frames = 1.9 kips 2Add'I shear at cross-braced frames = 2.1 kips r� 1.4 Installation Requirements It is understood that the responsibility of proper installation according to the plans rests upon the installation contractor. This includes, but is not limited to, ensuring the following: • that the cables are always held taut, • that the fabric is stretched tight enough to prevent the development of pockets and to maintain the prescribed roof gradient, • that purlins are installed securely against rafters to resist calculated loads, • that base plates are secured to their foundations using anchors. The manufacturer provides a base plate and anchoring plan for the structure as a base starting point for average soil conditions. It is the installers responsibility to ensure that the anchorage provided will resist the reaction loads as indicated in the tables found in this document. 01-I ntroduction.xmcd 8 of 8 , . T-I-E:1 LOSBERGER .1 ______ Easyflex Frame Structure 10m - 18m wide with 3.4m Leg Structural evaluation in accordance with IBC 2012 and ASCE 7-10 For use with Risk/Occupancy Category II structures, Wind Velocity per structure width/leg combination as specified within this document. Exposure Category B(urban and suburban terrain), Enclosed Temporary Structure(mean recurrence interval s 2 yr= .68) v =y p,�ONLY OF'ESSiORAL Et►yrliNck `iRF V.iv ,� I hereby certify that this pia • „oft,or +�• ,,e,...„....----...1A..`.,.0%, rae)ort v'e pr's;,'{ed by me or u , my direct �._ -- 5ED 'Y ' EL�RfviSU;�:t't .?”,:t S seri c,r;:fly ▪ I Pn .foNAL t = Nra;assioi ai Engineer under the laws orQ� • i '� • '.4- ' E : State of K� to. . to Ir/ ���► '`Z Print Nome: it• 1'1 V N •I • 0• ' �� SRatllre: r I NI I',,,,►.lt� Dase: I License•48x72, The professional engineer seal on this cover page refers to the calculation sheets contained within this document and to any Appe ndc or Table sheets that support this document. Any other drawings and documents may require a separate seal for coverage not provided here. Certification of this document only shows that the Professional Engineer of that particular state is in agreement with the report's contents. It does not,however,imply that the structures are generally suitable for use within that state,or that every installation is covered by this report. The information and illustrations contained within this document remain the sole property of Losberger U.S.,LLC,and are to be treated as confidential. The professional engineers seal,affixed on this document,signifies a responsibility for the structural adequacy of the design of the structure in the completed project.The content contained within this document does not encompass means, methods and safety of erection. All data,designs,technical representations,engineering calculations and illustrations whether written or implied may not be reproduced in whole or in part nor distributed,used in manufacturing,design or display without the express written consent of Losberger U.S.,LLC. Retention of this document shall constitute acceptance of these terms and conditions. 1 of 4 R9 FRT V. NANGIA P.E. 7423 HOLLOW RIDGE DR. HOUSTON, TX 77095 1 Losberger U.S., LLC 285 Bucheimer Rd, Suite A Frederick, MD 21701 LOSBERGER (800) 964-8368 .rte Summary and Recommendations This summary is based on technical background information as provided by Losberger U.S., LLC, covers the structural evaluation of the Easyflex 10m-18m x 3.4m leg height aluminum frame style structures in accordance with U.S. Building Code requirements. The specifications outlined in the Structural Engineering Institute/American Society of Civil Engineers (SEI/ASCE 7) "Minimum Design Loads for Buildings and Other Structures" were followed in determining the integrity of the structure. This summary presents the design criteria that served as a basis for the acceptability of these temporary. stand-alone, enclosed structures. This document is a summary of design criteria used in a more detailed analysis that was compiled by Lightweight Design Inc. and based on the existing frame tent system with reference to the applicable building codes in the U.S. This report includes the load cases and combinations used in the analysis and gives an indication as to the wind exposure for which the structures are suitable. Certification of this document only shows that the Professional Engineer of that particular state is in agreement with the report's contents. It does not, however, imply that the structure(s) is generally suitable for use within that state, or that every installation is covered by this report. As this document was compiled based on design information as provided by Losberger, the summary and recommendations for this structure and contained within this document can only be valid if the structure is erected with original Losberger parts and components. Dead Loads Self weight The weight of the structure's components with addition of uniform distributed loads for fabric roofing, side wall materials, and minor components. Collateral The analysis assumes that some additional hanging loads will be applied to the frame. For t® llcpose of this report, these hanging loads have been assumed to be as shown in the chart below. ��//�� Easyflex Per point is the maximum load which can be applied as a point load point Per point Per frame on the frame. 10 750 1200 Per frame is the maximum total load which can be applied as equal point loa �/ 12 550 1000 to at least five (5) suspension points on the frame which are equally distributed 15 330 750 over the complete span width. 18 220 550 Consult the manufacturer for site specific hanging load limits. Live Loads Floor Live Load Live loads loads produced by the use and occupancy of the building are found on Table 1607.1. In the case of this structure, their are no additional live loads. Roof Live Load A load on a roof produced (1) during maintenance by workers, equipment, and materials and (2) during the life of the structure by movable objects, such as small decorative appurtenances that are not occupancy related. Due to the nature of construction of this structure, neither materials nor equipment can be placed upon the roof. Cleaning maintenance of the roof must be done from a manlift supported above the roof due to the slippery nature of the fabric when it gets wet. Repair maintenance likewise is typically done from a manlift supported above the roof. Therefore, a roof live load was considered not applicable for this application. Flood Loads Due to the temporary nature of the structure, it is assumed that it will not be subject to flooding conditions. 2 of 4 171 28sU.S., LLC lo5 Bucheimererger . Rd, Suite A Frederick, MD 21701 LOS B E RG E R (800) 9648368 Snow Loads Due to the temporary nature of the structure and its seasonal installation, snow loading is neglected in the load considerations and is beyond the scope of this structure report. It is not recommended to install this structure in locations prone to snow and during times where snow events are expected to occur. If a snow event is likely while the structure is erected, then measures must be provided to ensure snow removal or melting during the event. Furthermore, the prescribed gradient of the roof fabric should be maintained to allow for smooth drainage and to prevent the potential for ponding. pg=0•psf Ground Snow Load Cc= 0.90 Exposure Factor C,= 1.00 Thermal Factor : IS= 1.00 Importance Factor : CS=0.80 Roof Slope Factor : pr= 0•psf Flat roof snow load : Wind Loads Basic wind speed (3sec. gust) Effective wind speed ""1Om 3.4m leg" " "135\ "91.8\ "12m 3.4m leg" 120 81.6 Structures= V= •mph Vr= -mph "15m 3.4m leg" 105 71.4 "18m 3.4m leg" 90 / 01.2/ Cat= "II" Risk Category Exposure= "B" Wind Exposure 0,/< C— I 0.18 l /c GCP; = 0.18J Internal Pressure Coefficient /1 "12.85\ X12.85' Q/, 10.15 10.15 �I qh = 7.77 •psf at mean roof height q, = 7.77 •psf at roof peak height Velocity Pressure 5.71 ) 5.71 ) This analysis does not address areas that may be subject to escarpment effects. Seismic Loads Due to the lightweight construction of this structure, seismic load is minimal compared to wind loading. so wind loading was used as the governing design load. Other Loads The structure is designed to support the loads shown in this calculations. It may, or may not, be capable of supporting additional collateral loads. The owner of the structure shall not hand, or otherwise affix, additional loads to this structure without a review by an engineer qualified to make said review. Additionally, prior to adding load to this structure, the owner shall get a written confirmation by the qualified engineer as to the magnitude and location of the load, or loads, being applied. 3 of 4 . 17:1 Losberger U.S.. LLC 285 Bucheimer Rd, Suite A Frederick, MD 21701 LOSBERGER (800) 964-8368 ■ r Base Reactions The maximum reactions at the Easyflex foundations/supports due to the 10m340 12m340 rated load and exposure category (135 mph) (120 mph) are given in the tables below, per Arch Gable End Arch ' Gable End base plate, per frame. Frame Wall Posts Frame ' Wall Posts Max Vertical Downward 1.9 kips 0.1 kips 1.9 kips 0.1 kips Max Vertical Uplift 2.8 kips' 0.0 kips 2.6 kips' 0.0 kips Max Shear 2.1 kips2 f 0.6 kips 2.3 kips2 0.6 kips lAdd'I shear at cross-braced frames = 1.8 kips 1.8 kips 2Add'I uplift at cross-braced frames = 1.4 kips 1.5 kips 15m340 18m340 (105 mph) (90 mph) Arch Gable End Arch Gable End Frame Wall Posts Frame Wall Posts Max Vertical Downward 1.9 kips 0.1 kips 1.9 kips 1 0.1 kips Max Vertical Uplift 2.5 kips' 0.0 kips 2.1 kips'1 0.0 kips Max Shear 2.5 kips2, 0.6 kips 2.8 kipsZ 1 0.4 kips lAdd'I shear at cross-braced frames = 1.8 kips 1.6 kips 2Add'I uplift at cross-braced frames = 1.6 kips 1.6 kii0j% NOTE: Foundations, by others, are required to support column loads. The structure shoul.' •: - _ on firm and unyielding ground. This ground should sufficiently contain the bearing pressures o• -4::se plates as well as the tractive forces of the anchors. A foundations engineer must verify g :u conditions on a site-by-site basis and provide appropriate bearing plate sizes to accommodate loads: A. Installation Requirements It is understood that the responsibility of proper installation according to the plans rests upon the installation contractor. This includes, but is not limited to, ensuring the following: • that the cables are always held taut, • that the fabric is stretched tight enough to prevent the development of pockets and to maintain the prescribed roof gradient, • that purlins are installed securely against rafters to resist calculated loads, • that baseplates are secured to the foundation using anchors. The manufacturer provides a baseplate/anchoring plan for the structure as a starting point for average soil conditions. It is the installers responsibility to ensure that the anchorage provided will resist the reaction loads as indicated in the tables found in this document. 4 of 4