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1600 Selva Marina Drive TENT18-0003 (Tent) `r '^`�V l» , ( 't"s ' :>,, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD � s� ATLANTIC BEACH, FL 32233 o;fs wr• INSPECTION PHONE LINE 247-5814 TENT - MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: TENT18-0003 Description: WEB.Com Golf Tournament Estimated Value: 0 Issue Date: 8/27/2018 Expiration Date: 2/23/2019 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * 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. .0.-up;J _ City of Atlantic Beach APPLICATION NUMBER js' fiill .... Building Department (To be assigned by the Building Department.) 800 Seminole Road Te NT' Q- 0003 ter/ Atlantic Beach, Florida 32233-5445 1 (� Phone(904)247-5826 • Fax(904)247-5845 G -A1,011 r)' E-mail: building-dept@coab.us Date routed: 31171/6 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1406 SO * 0114'R iNrl Department review required Yes No � / ,,,, Buildin �W g Applicant: EB. GOm TOUR. UMp LW/, Planning &Zoning Tree Administrator 1. ,OL_F � _11 Project: UQ.N. � C:N ES Public Works Public Utilities Public Safely ( Fire Service 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: 72 . •.roved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING (2p v Reviewed by: Date: �� TREE ADMIN. Second Review: Approved as revised. ❑Denied. 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 5.t_.:.�./:,., City of Atlantic Beach APPLICATION NUMBER rs , Building Department (To be assigned by the Building Department.) 800 Seminole Road Ti NT I Q Q- 0063 Mr Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 / G '4.-010' E-mail: building-dept@coab.us Date routed: 8/ i7li0 City web-site: http://www.coab.us III APPLICATION REVIEW AND TRACKING FORM Property Address: 1(e66 SO VA (YlP-R//k ) _ De artment review required Yes No (��,,,, Building Applicant: l/J . cowl -Dug, Cf Ut/I(p1 5q/glanning &Zoning _1_ '�; Tree Administrator Project: Q.)(- ?balk.). 1 &A I S Public Works Public Utilities Public Safet Fire Services 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: oved. (Denied. (Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING0 ' Reviewed by: 11/..,..... ' Date: -Z`-1 —1 e IWINIIIII VI 51 TREE ADMIN. Second Review: HApproved as revised. ❑De , d. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. I INot applicable Comments: Reviewed by: Date: Revised 05/19/2017 Printing :: CR472285 Page 1 of 1 Duval County, City Of Jacksonville Michael Corrigan , Tax Collector 231 E.Forsyth Street Jacksonville,FL 32202 General Collection Receipt Account No:CR472285 Date:8/24/2018 User:Prevention,Fire Email:FirePrev@coj.net FIRE MARSHALL FEE FOR SERVICES PROVIDED Name:Web.com Tour Championship Address: 1600 Selva Marina Dr Description:Fire permit Tents Tripp Swift.904-537-2225 TranCode I IndexCode I SubObject I GLAcct I SubsidNo I UserCode I Project I ProjectDtl I Grant I GrantDtl I DocNo I Amount • 701 I FRFP 159FI I 34222 I I I I I I I I I 150.00 Total Due:$150.00 Michael Corrigan ,Tax Collector General Collections Receipt City of Jacksonville,Duval County Account No:CR472285 Date:8/24/2018 FIRE MARSHALL FEE FOR SERVICES PROVIDED Name:Web.com Tour Championship Address:1600 Selva Marina Dr Description:Fire permit Tents Tripp Swift.904-537-2225 Total Due:$150.00 • http://financeweb.coj.net/TCCR/printing.aspx?cr=CR472285 8/24/2018 l A w A/ ecv 15 -2. 9 -tI Web.com Atlantic Beach The Deck Skybox @ 18th Green 15m x 15m (50' x 50') 0 0 0 0 tired seating 111111111111 111111111111 111111111111 111111111111 111111111111 111111111111 36" 36" - r 36" 36" glass wall glass wall .O0 Ue G:0 AO co-kA8' __. 1-04_ 7:---,r2e SrxT-tk'k ffi 0 A o c l wSP�A+o"k ey N 48" 4131 CO c sep �,.::k . 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W. k tU . 3CkSclnviFkYqro orovan inn Di% AUG 24 2618 Web.com Atlantic Beach 2018 ,...1 NO EXCEPTIONS 18th Green Platform 0 EXCEPTIONS AS NOTED n a LI Tiered seating 4'� u 13 , Tiered seating 4' U Tiered seating 4' Tiered seating 4' 15'x tr n . 5'roSt -41,a J n n Ct ., • A 5'x6' / •6' w�,a.�, w5'onw„, C 58' a D 0 r` A Web.com Hospitality The Deck / 12m x 15m (40'x50') 15m x 15m (50'x50') C "0 LEM 10 CEXEI 7 ❑ ❑ fl a X ❑ a ❑ 2' 6' V I 3' r ? lax 6' elevator fire extinguisher 5' x . walkway E Platform 9 s exit sign .—T—r LJ <I _...,--, „__ Design By: Carl DiSalvo BEACHVIEW 904-838-1826 v_ �. s les:�n 18th green platform 2018.3 5e0 20 Z3 LCT 4, . , .• IF:.;•. . ill Y ? • g, Volunteer • , ti L Tent . li ' \ 'i '0. . .� k"t ' , ' • sr• E ., 1 itio,' / / .. 1 '• ciiii\its (3 i c. cf•_ j/ / > �' , / y��r wroY 04. - • 1. 1 j yr _ f )173\\V\\-\\.C. .--L. K ra46 f P 0.4.t Bach rl SI*" . ' (VI i Melp 6tri 1 \ .... if ` Web.com Deck on 18 a i" v n i I � 'I r , V.1 „\\ A , 3D 'os. , . J ,k - BeaenTCountry Club *k__ 41% • Atlantic Beach Dr - --J,.1 =_� ��'� 1 `�: � '+ PT �'Isi>ir 1! �t�� ! _ x`11 , ... n • tics�ach Dr f1;'f b ,`:<t „.....--4eFlorida Blue �r/dr•�B r. 1.,I w- 'I �' 1 t • : 7 • , Ima ery L:•:2017 Goo.le,Ma.data<�201 7 Gooele United States Ter ma Send feedback 50 ft OFFICE COPY Web.com Web.com Sky Box Atlantic Beach @ 18th Green tried seating LJ I -IIIIIIIIIII IIIIIIIIIII 11111111 1111 IIII11111111 111111 12m x 15m (40'x50') 0 36" 36" 3 r 8 1 • 1 • It 48"1I II 48"1I • 9 • 9 0 - * 3 II 48"11 = 0 E 0 ( ) CH VIW event BEArenfols & design mesh wall ❑ 0 mesh wall ❑ Design By: Carl DiSalvo 904-838-1826 6-3 Wed.com 2018.1 furniture Dib Web.com 34' Atlantic Beach /� drinkroil -I solid wall U solid wall U - A o Cil 36" 0 Florida Blue Lounge 6m x 9m (20'x30') 20' ] ❑ iii/ 00 32' 0 ID 0 ❑ < > V 12' observation 0 deck t ell CI? V ] ❑ ❑ Florida Blue Lounge 6m x 9m (20'x301 ADA Ramp BEACHVIEW 4' x — 15 event rentals & design Design By: Carl DiSalvo 904-838-1826 15-3 Florida Blue Lounge 2018.2 1 ©�1 Web.com Taps & Tacos Atlantic Beach 3m x 6m (10'x20') isteps 7 8 ' 36" 0 0 8 8 0 Taps & Tacosell , 3m x 6m P7 (1 O'x20') 0 30' 0 0 0 0 (3_6) 0 0 0 VI I I drink rail C ADA 60' Ramp 4' x 0( BEACHVIEW Design By. cart DiSalvo 15 event rentals & design 904-838-1826 20-3 Taps&Tacos 2018.2 CI Web.com Atlantic Beach 2018 18th Green Platform < 96 Tiered seating 4' t7 ❑ U Tiered seating 4' Q Tiered seating 4' Tiered seating 4' r o�evo.n. ❑ 1 n n rt I A / Agn C 58' ' A Web.com Hospitality The Deck / 12m x 15m(40'x50') 15m x 15m(50'x50') C 2 6 _3 V L 5' x?walkway 5'x8' N••otor platform 0 Design By-Carl DiSalvo , B E A C H V I E W 904-838-1826 � evenn `-e -„.s des,gr' 18th green platform 2018.3 v Web.com Volunteer Atlantic Beach 42 A solid wall solid wall l l solid wall LJ 8 ' 8 ' 8 8 ' 12m x 10m (40'x33') I■ ■I II ■I II II II II o II 8,■I II 8,II II 8,■I II 8,■I 75; I■ ■I I■ 11 I■ ■I I■ ■I II II II II II II II II II II II II II II II ■I I■ ,II II ,II II ,■I II ,II 36' 1118 ■I I■ 8 ■I i■ 8 ■I I■ 8 ■I II ■I II II II II II II - I■ II II II II ■I II 11 II 8,■I I■ 8,11 I■ 8,■I II 8,11 A 11 ■I I■ ■I IN II 11 II II II II II II II II II 8 ' 8 ' 8 ' 8 ' v solid wall ° solid wall BEACHVIEW ADA event rentals & design Ramp 4'x Design By: Carl DiSalvo 904-838-1826 9-3 Volunteer 2018.1 furniture o tr AFFIDAVIT FOR ELECTRICAL WORK IN OR AROUND A TENT B - - (permit number) To: City of Jacksonville, Building Inspection Division 214 N. Hogan Street,Second Floor Jacksonville, FL 32202 From: `TLAN rlL $ E-44 Co u,-)T7tr7 c....,.3i31 i,,./C. i4 ' 5eLuA tk Rz4AiA W.. Xer24cholic. Boi-a-tt 32.2-33 - Before me the undersigned,personally appeared '2(777, 24- /4.Srzv.te, - Wukt444-�. ui,o-,... / (name of owner) Who being first duly sworn deposes and says: 1. That the tent to be erected at I(pCab 561.444 14.4be-dmq DA, will not have any electric lighting or electric service. This includes electric running off of a generator. 2. If an electric service or generator is used for lighting or electric power it will be installed in accordance with the National Electric Code. 3. All electric work will be performed by a licensed electrical contractor and permitted through the Building Inspection Division. I understand that if any electric service is used that has not been permitted that I am subject to the City of Jacksonville revoking my tent permit and ordering the premises immediately vacated. .4., 7 Signed: Date: g .LZ• f Print Name: Il - A. sii e ).e_ Before me this 1'2- day of ,LroST in the county of Duval,State of Florida, has personally appeared �- Pr. 1 herein by himself/herself and affirms that all statements and declarations herein are true and accurate. Notary Public at Large,State of ,County of D"-"74-1 Personally Known✓ or Produced Identification ID Type ;2-••s" ;: COLLEEN VASTOLA MY COMMISSION#GG077999 4.,y,re EXPIRES February 28,2021 iti-4BEAcHviEw event rencais a, des,gr 877-782-7368 www.beachview.net Emergency Evacuation Plan for Tented Events 1. The Evacuation plan shall be in effect for the entirety of the event. 2. A competent person from the venue shall be monitoring the weather conditions for the durations of the event. 3. If forecasted wind speeds are expected to reach sustained speeds of 35 mph or gusts of 40 mph or better,all personnel shall be directed to exit the tent and should maintain a safe distance from any structure. 4. If forecasted wind speed are expected to exceed 50 mph (with sufficient notices)a crew will be dispatched to remove all vinyl from the structure. 5. Other Conditions(but not limited to)for the venue's competed person to watch for. o A severe weather alert posted by the National Weather Services for the area. o Dark clouds approaching. o Lightning strikes within one mile (less than a five second count between lighting and thunder). o Hail or sleet. o Twigs breaking from trees or large trees swaying. o Any failure or sign of failure of a tents anchoring device or the tent itself(tent poles wobble, rope or strap snap,tent top rips or tears). o Rain fall so hard it runs off the tent in sheets. o Water is running through the tent and surrounding area. o An explosion,excessive heat, smoke or fire in the vicinity of the event. o There is ground movement of any kind. P kq � LOS B E RG E R Uniflex Frame Structure 10-25m with 3.4m & 4m Leg Structural evaluation of the Losberger Uniflex structure in accordance with IBC 2012 and ASCE 7-10 Evaluated for use in the following conditions: 1. Basic Wind Speed of 115 mph at 3-Sec Gust, Exposure B 2. Risk/Occupancy Category II 3. Temporary Structure-(mean recurrence interval<2 yr=.68) 4. Enclosed Structure 5. Not designed for • snow load • flood hazard areas or, • areas subjected to escarpment effects. 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. 1 of 4 LosbergerFEI LLCd 285 BucheU.S.,.S.er Rd, Suite A Frederick, MD 21701 LOSBERGER (800)964-8368 Summary and Recommendations This summary is based on technical background information as provided by Losberger U.S., LLC, covers the structural evaluation of the Uniflex 10m-25m x 3.4 and 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 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. 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. Therefore, flood loads were not considered. 2 of 4 7:1 28sU.S., LLC lo5 ergerBucheimer. Rd, Suite A Frederick, MD 21701 LO S B E RG E R (800)964-8368 animmunimmil 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 : Ce= 1.00 Exposure Factor: C,= 1.00 Thermal Factor: IS= 1.00 Importance Factor: C,=0.81 Roof Slope Factor: pf=0•psf Flat roof snow load : Wind Loads V= 115-mph Basic wind speed (3sec. gust) Cat= "II" Risk Category Exposure= "B" Wind Exposure 0.18 • = Internal Pressure Coefficient GCP 0.18 qh=9.32.psf at mean roof height, h = 19.06-ft Velocity Pressure qZ=9.32•psf at roof peak height, z=25.53•ft R,=0.68 Reduction factor for'other' MRI: Vr=78.2•mph Effective wind speed: 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 LosbergerU.S., LLC ri":1 lBucheimer. Rd, Suite A Frederick, MD 21701 LOSBERGER (800)964-8368 Base Reactions The maximum reactions at the foundations/supports due to the rated load and exposure category are given in the table below, per base plate, per frame. 25M Uniflex Arch Frame Gable End Gable End Arch Frame Wall Posts Wall Posts x 340 x 400 Max Vertical Downward 2.6 kips 0.2 kips 2.7 kips 0.2 kips Max Vertical Uplift 4.0 kips' 0.0 kips 4.2 kips' 0.0 kips Max Shear 3.0 kips2 1.2 kips , 3.1 kips2 1.3 kips 'Add'I shear at cross-braced frames = 2.8 kips 2Add'l uplift at cross-braced frames = 2.2 kips The structural components of this structure can be reassembled into narrower, 10m, 12m, 15m, and 20m structures. The stresses applied in the narrower structures are less than those applied in this structure, therefore it can be certified that the smaller structures will withstand the same loading conditions as this structure. The maximum reactions at the foundations/supports for the narrower structures are included here for completeness. Like the larger structure, they are due to the rated load and exposure category and are per base plate, per frame. 20M Uniflex 15M Uniflex 12M Uniflex 10M Uniflex x 340 x 400 x 340 x 400 x 340 x 400 x 340 x 400 Max Vertical Downward 1.7 kips 1.7 kips 1.3 kips 1.3 kips 1.5 kips 1.5 kips 1.4 kips 1.4 kips Max Vertical Uplift 3.7 kips' 3.7 kips' 2.7 kips' 2.8 kips' 1.9 kips' 1.9 kips' 1.5 kips' 1.6 kips' Max Shear 2.5 kips2 2.4 kips2 1.7 kips2 1.7 kips2 1.2 kips2 1.2 kips2 1.0 kips2 1.1 kips2 'Add' uplift = 1.9 kips 1.8 kips 1.3 kips 1.1 kips 1.9 kips 1.4 kips 1.9 kips 1.4 kips 2Add'I shear= 1.5 kips 1.5 kips 1.1 kips 1.1 kips 1.5 kips 1.4 kips 1.5 kips 1.4 kips NOTE: Foundations, by others, are required to support column loads. The structure should be set on firm and unyielding ground. This ground should sufficiently contain the bearing pressures of the base plates as well as the tractive forces of the anchors. A foundations engineer must verify ground conditions on a site-by-site basis and provide appropriate bearing plate sizes to accommodate column loads: 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. 4 of 4 LOS B E RG E R !rl■Nul�ll�sl� Easyflex Frame Structure 10m - 18m wide with 3.4m Leg Structural evaluation in accordance with IBC 2012 and ASCE 7-10 Evaluated for use in the following conditions: 1. Risk/Occupancy Category II 2. Wind Velocity varies per structure width 3 Enclosed Structure 4. Temporary Structure-(mean recurrence interval<2 yr=.68) 5. Not designed for • snow load • flood hazard areas or, • areas subjected to escarpment effects. 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. 1 of 4 Losberger U.S., LLC 285 Bucheimer Rd,Suite A Frederick, MD 21701 LOSBERGER (800)964-8368 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 the purpose 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 at any 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 loads 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 LosbergerU.S., LLC 7:1 28s5 Buch Sr. Rd, Suite A Frederick, MD 21701 LOSBERGER (800)964-8368 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 : Ce=0.90 Exposure Factor: C,= 1.00 Thermal Factor: Is= 1.00 Importance Factor : CS=0.80 Roof Slope Factor: pf=O•psf Flat roof snow load : Wind Loads Basic wind speed (3sec. gust) Effective wind speed ("10m 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" j 90 j 61.2j Cat= "II" Risk Category Exposure= "B" Wind Exposure 0.18 GCp, = Internal Pressure Coefficient —0.18j (12.85\ (12.85' 10.15 10.15 qh = 7.77 •psf at mean roof height qz= 7.77 •psf at roof peak height Velocity Pressure 5.71j 5.71j 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 r1":1 28s LLC lo5 ergerBucheimerU.S.,. . Rd, Suite A Frederick, MD 21701 LOSBERGER (800)964-8368 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 kips1 0.0 kips Max Shear 2.1 kips2 0.6 kips 2.3 kips2 0.6 kips 'Add'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 0.1 kips Max Vertical Uplift 2.5 kips' 0.0 kips 2.1 kips' 0.0 kips Max Shear 2.5 kips2 0.6 kips 2.8 kips2 0.4 kips 1Add'I shear at cross-braced frames = 1.8 kips 1.6 kips 2Add'l uplift at cross-braced frames = 1.6 kips 1.6 kips NOTE: Foundations, by others, are required to support column loads. The structure should be set on firm and unyielding ground. This ground should sufficiently contain the bearing pressures of the base plates as well as the tractive forces of the anchors. A foundations engineer must verify ground conditions on a site-by-site basis and provide appropriate bearing plate sizes to accommodate column loads: 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 SGS•SOS.::03•aGS•90S•SGB•6GS•SGS•SGS•SGS•SGS.SGS•SGS•9GS•6G5•SGS•SGS•SG6•SGS•509•SG6•SGS•SOS•SGS•SGS•SGS•SGS•SGS•90S•SGS•SGS•SOS•9GS•SGS•SGS•SOF•SOS•N ce US-0.0PS-0401-T a N 1 X (.)EBB SGS U.S. Testing Company Inc. v 5555 Telegraph Road • Los Angeles, CA 90040 • Tel: 323-838-1600 • Fax: 323-722-8251 v N 'o V N CLIENT: VERSEIDAG-INDUTEX GMBH ,1 Postfach 102313 D 47723 Krefeld 47803-DE Germany oy il Mia Curvers N i r :jf Test Report No: 162267-1 Date: November 5, 2001 I gSAMPLE ID: The Client submitted and identified the following test material as A) 81015 White PVC Coated fabric.Ni 4, DATE OF RECEIPT: Entered into SGS USTC sample tracking system on August 30, 2001 as STN 33742. N � TESTING PERIOD: October 29, 2001 , N AUTHORIZATION: Testing authorized by Mia Curvers, 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". TEST RESULTS: Pass. See page 2 for detailed results. F CLASSIFICATION: The submitted sample is designated flame resistant. See classification requirements on page 2. N N N N oN Tested by Signed for and on behalf of SGS U.S. Testing Company Inc. N rlan Ortega Greg Bahasky Test Technician Supervisor Fire Technology Page 1 of 2 (,i'', U `? This report is issued by SGS U.S, Testing Company Inc, under its General Conditions for Testing Services loopy available upon request). SOS LU.S. Testing's responsibility under this report Is limited to proven negligence end will in no case be more than the ernount of the testing fees N Except by special arrangement,semlSles are not retained by SOS U.S.Tasting for more than 30 days, The results shown on this test report refer y only to the sample(s) tested unless otherwise stated, under the conditions agreed upon. Anyone relying on this report should understand all o• Ls the details of the engagement. Neither the name, seals, marks nor insignia of SGS U.S. Testing may be used in any advertising or promotions X materials without the prior written approval of SGS U.S. Tasting. The teat report cannot be reproduced, except in full, without prior wrltter y permission of SGS U.S. Testing Company Inc. u Member of the SGS Group(Societe Generale de Surveillance) 4 SGS.SGS.SGSSGS•SGS•SGS•SGS•SG6•SGS•SGS•SOS•SGS•SGS•sos•SGS•SGs•scs•scs•SGS•SOS•SGS•scs•SGS•SGS•SGS•scs•SOS•SG5•SCS•SGS•SG6•SGS•Sos•SGS•SGS•SGS•SOt I sas•sorsos.soMas•SG s.eas•9Gs•sGs•SGS•SGS•sG s•sos•SGs•SGs.sos•SGS•SGS•sGs•SGS•SGS•SGS•eas•sas•Sos•s os•sGs.sos•scs.scs•so S•SGS•SGS.SGS•5o S•SGS•Sos I US-D-OPS-04-03-T i (i )SGS SGS U.S. Testing Company Inc. Report No.: 162267-1 N Date: November 5, 2001 I T CLIENT: VERSEIDAG-1NDUTEX GMBH Page: 2 of 2 N I IN N TEST RESULTS: Sample: A) 61015 White PVC Coated fabric. N I 0 IL Specimen Initial Final Weight Percent Time of I '' No. Weight, Weight, g. Loss, g. Weight Loss Flaming 9. of pieces on N floor(seconds) N 11 41.1 40.5 0.6 1.5 0 ( 2 40.6 40.0 0.6 1.5 0 N 3 40.8 39.0 1,8 4,4 0 4 40.7 39.1 1,6 3.9 0. X 5 40,8 40.0 _ 0.8 2.0 0 L6 41,2 38.9 2.3 5.6 0 i 7 40.6 39.3 1.3 3.2 0 0 8 40.7 38.5 2.2 5.4 0 1, N 9 40.6 39.9 0.7 1.7 0 40,7 38.5 2.2 5.4 0 , , E 1a ,, 3.5 Average Percent Weight Loss 1.6 Standard Deviation i 0 Average Time of Flaming of Pieces on the Floor (seconds) i Nl S' , N TEST RESULTS: The submitted A) 61015 White PVC Coated fabric is designated flame resistant. S v a U N 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 g I3 material shall be recorded as failing the test. o y 21 Where the average weight loss of the 10 specimens in a sample is greater than 40 percent, the v cmaterial shall be recorded as failing the test. l7 V' 31 Where the specimens do not demonstrate performance in accordance with any of the conditions N N indicated above, the material shall be recorded as passing the test and shall be designated flame 0 resistant. ri i End of Report 0 N N N .31 U y, i VH a Member of the SGS Group 1Socidtd Gdndrale de Surveillenoel u • sGs•SGs•SGS•SGs•scs•sos•SGS•SGS•SGS•SGS•sas.sG5•s Gs•SGs.sos•sG5.s G9•SGs•scs•sos•sGs•sos•SGS•SGS•SGS•SGS•s Gs•s Gs•SGs.SGs•SGs•sas•sos•sG5•sGs.SGB•sos• SGS•S G.4•SGS•SU9•aua•aua.aw•�u a.auov.•.,-......•..�...,,...-.. ,,,,. ___ • 17 US-D-OPS-04.01-T teNsGs® SOS 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, D47723 Krefeld 47803-DE Attn.: Mia Curvers/St. Ferrari Test Report No: 160917-1 Date: October 19, 2001 o SAMPLE ID: One sample of PVC coated fabric submitted and identified by the Client as: "B1015" Color: White, Usage: Interior and Exterior Uses H 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 . N o 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. 2 TEST RESULTS: See Pages 4 and 5. t3 CONCLUSION: The above sample meets the flammability requirements of the California Administrative Code, Title 19, Section 1237 (for Interior and Exterior uses) when tested in the original condition, after weathering and after water extraction. 1.7 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 as to the acceptability of the above material for registration on a case-by-case basis. I N C, ' y• Tested By Signed for and on behalf of ( II) _ SGS U.S. Testing Company Inc. la Y.L. Yeung Norma C. Trinidad • Technician Manager, M/Textiles Department Page 1 of This report is issued by SGS U.S. Testing Company Inc. under Its General Conditions for Testing Services (copy available upon request). SGS ( 0 U.S. Testing's responsibility under this report is limited to proven negligence end will in no case be more then the amount of the testing fees. ( • Except by special arrangement, samiles are not retained by SGS U,S.Testing for more than 30 days. The results shown on this test report refer only to the eemplefs) tested unless otherwise stated, under the conditions agreed upon. Anyone relying on this report should understand all of (.7 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 materials without 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 Inc. Member of the SGS Group !Societe Generale de Surveillance) SGS•SGS•SGS•SGS•SGS•9GS•SGS•903.909•aG9•509•SCIS•SGS•SGS•SGS.SGS.SGS•SGS•SGS•SGS•SG9•SGS•SGS•SGS.SGS•SGS•SGS•SGS•SGS•SGS.SGS•SGS•SGS.SGS.SGS•SGS•SGS US-D-OPS-04-03-T ' GG SGS U.S. Testing Company Inc. Report No.: 160917-1 Np Date: October 19, 2001 CLIENT: VEISEIDAG-INDUTEX GMBH ---�Pege+•µ,2.afM b. ...�•� El NI riEr. Nr N 2 3. SEP. 2003 TEST(S) REQUESTED: N VI �w.•r�vs l7 • Compliance Testing for Flame Resistance in accordance with the applicable procedures set forth in the n 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, y 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 o below: g 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. • B. Water Extraction: Per the Procedure Outlined in the Proposed Amendment to the California Administrative Code Title 19, Section 1236 (1988) 6 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, En En Flammability Test Conditions: Sample Conditioning: Oven exposure at 140-145 ° F for one hour prior to testing. Flame Applied: 12 Seconds ` Fuel used: Methane (C.P.) Gas • Sample Orientation: Vertical C7 l' N G1 EQ N NEn 1" N (7 Member of the SGS Group {Societ6 Generale de Surveillance) • SGS•SGS•SGS.SGS•SGS•SGS.SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•SGS•903•SGS•SGS•SGS•509.905•SGS•SGS•805•SCS•SGS•SGS.SGS•SGS•SGS•50S•S0S•SGS•SGS•SG5.9GS•SGS• ......,...+o•v,o•oub•awa•6G9•SGS•SGS.SGS.SGS•SGS•SGS•SGS•3GS•SGS•s 3S•S 0$•90 S•9G3.3G S.SG S.3 i7 US•D•OPS-04-03•' BBBSGS U.S. Testing Company Inc, Report No.: 160917-1 Date: October 19, 2001 CLIENT: VERSEIDAG-INDUTEX GMBH Page: 3 of 5 TEST(S) REQUESTED (CONT): Flammability Requirements: Current Proposed* H Afterflame Time Average No requirement 4 sec., max. Individual 2.0 sec., max. No requirement Char Length • Average No requirement No requirement Individual 6.0 inches, max. 6.0 inches, max. U, N y I N Legend: I f x As proposed for revision by a consensus of attendees at a June 3, 1993 meeting with Ellen M. 9 Shelton, Deputy Fire Marshal, for reviewing the California Code of Regulations Titlel9 Flame Retardant Program and Draft for the Proposed Revision to Title 19, Section 1237, Small Scale v, Test, dated August 9, 1993 from Ellen M. Shelton, Deputy Fire Marshal. N nUt n^ C7 j � n H n N N N n � f1f H N N V H N ✓ � n N 7 � I y l N 1 N1� IlH Member of the SGS Group(Societe Generale de Surveillance} scs•SGS•sos•SGS•9as.scs.SGS•3GS.sa3•SGS•scs.SGS•SGS•903•so9•SGs•sas•sas•SGs•SG9•scs.scs.s GS•SGS•SGS•SGS•SGs•SGS•sos•9oa•sos•sos.scs.scs•scs•sos.309•H .-- ouc.du S•SGS•605•SGS•SGS•3C5•SGS•SGS•608.6GS•SGS•SG9•SGS•SGS•SGS•SGS•SGS•SGS•SCS•SGS•SGS• US-D-OPS-04.03 v.) o e NsGs 0 t. r SGS U.S. Testing Company Inc. Report No.: 160947-' N N o Date: October 19, 2001 CLIENT: VERSEIDAG-INDUTEX GMBH Page: 4 of 5 N N RESULTS: N a TableI - A N a N A Flammability per California Administrative Code Title 19, Section 1237, Small Scale Test (For Exterior Uses) I, Sample: "B-1015", PVC Coated Fabric, Color: White r Usage: For Interior and Exterior Uses N I N Test Conditions Afterflame Afterglow** Char Length Compliance (Seconds (Seconds) (Inches) 0 Original Condition ' • Lengthwise 0.0 0.0 3.4 Passed ,i 8 0.0 0.0 3.7 (Current & � `P 0.0 0.0 4,6 Proposed) a 0.0 0.0 4.2 N , 000 La 3,8 , Average 0.0 0.3 N/A 8 N Widthwise 0.0 1.3 3.9 Passed 0.0 1.0 3.8 (Current & o 0.0 0.9 4.2 Proposed) 0.0 1.2 3,8 00^0 110 33^7 N Average 0.0 1.1 N/A a 0 I, After Accelerated Weathering Lengthwise 0.0 0.0 3,2 Passed 6 • 0.0 0.0 4.2 (Current & 0.0 0.0 3.2 Proposed) r 0.0 0.0 3.3 1.6 0.0 4.0 ,, Average 0.3 0.0 N/A I N I, Widthwise 0.0 0.0 3.6 Passed N 0.0 0.0 3.3 (Current & 0.0 0.0 3.9 Proposed) 0.0 0.0 3.9 0.0 0.0 3,7 8 N Average 0.0 0.0 N/A N Member of the SGS Group(Sccidtd Gdn6rele de Surveillance) •SGS•SGS•90S.909•SGS•SGS•509•SCS•SCS•SOS•6GS•60S•SGS.SCS.SGS•SOS•S3S•SGS•SGS•905•SOS•SC9•90S•SOS•903.509•SGS•SGS•SOS•SOS•SC9.90S•SCS•SGS•509•505•a - .w•a.a.dUS•9OS.SOS.SGS•SGS•509•SOS•SQS•9 G 5.909•$0$505•SGS•9a5•SG6•SO 5.S GSSG 9.50 S.$G$.5GS•SOS•SG R US-D-CPS-04-C o i )SEB SOS U.S. Testing Company Inc. Report No.: 160947-' Date: October 19, 2001 CLIENT: VERSEIDAG-INDUTEX GMBH Page: 5 of 5 v RESULTS: N Tablet - B N N g Flammability per California Administrative Code Title 19, Section 1237, Small Scale Test (For Exterior Uses) N G Sample: "B-1015", PVC Coated Fabric, Color: White .A Usage: For Interior and Exterior Uses Test Conditions Afterflame Afterglow** Char Length Compliance (Seconds) (Seconds) (Inches) After Water Extraction j N N a Lengthwise 0,0 0,0 3.5 Passed N N 0.0 0.0 3.5 (Current & I 'i 1.3 0.0 3,5 Proposed) H 1 0.0 0.0 3.4 ci 1.5 0_0 3r8 Average 0.6 0.0 N/A 4 Widthwise 0.0 0.0 3.9 Passed o 0.0 0.0 4.0 (Current & co 0.0 0.0 3,4 Proposed) v 0.0 0.0 3.9 000 0`0 3,8 Average 0.0 0.0 N/A N w Note: Fabric Weight (Re. ASTM D 3776-96, Option 0): 19.5 oz./sq. yd. 0 N N V Legend: ** No requirements for "Afterglow". However, the proposed revision to the Title 19, Section 1237 specifies that the afterglow and localize burning shall be reported. N V N End of Report 170 !°: N '0.1 Member of the SGS Group (Soclet6 Generale de Surveillance) " S S•SGS•SG S.906.5GS•SGS•S 5 S.SGS•S69•SGS•SG5.S0S•S55.5O5•S09•9GS•SGS•SG5.909.5G6•SO9•509.905•SGS•5G 5•SO$.9a8•SOS.SOS•9G 5•S 39.90 S•$5S•SOS•$O$'SO 9. ' 111' TEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber. Yarn, Fabric&Apparel Testing 1911 est 36' Street. Nets York.`Y 10018 Phone: 121_2)947-8391 Fay: 12121947-8719 3I L, -.l).*.Q). Q.:Match Elttrb i t ' (Test i epolt 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 dialLe ACCREDI EZEMBEELI x. PlAA/ffarTEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber. Yarn. Fabric& Apparel Testing 19 West 36'x'Street.Ness York.NY 1111118 Phone: (212)947-8391 Fax: (212)947-8719 i11L.1Q -31. .(x. (Cfrtlflfo ant Darn) Ee5t ikepo t FILE: LOS8ER.A012709A SAMPLE IDENTIFIED BY CLIENT AS: Vinyl 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. S 'For The Company By `' 1 E S 1' / ii ley . . Stac adowy chnicaDirector y.� 11J; Quality Assurance Supervisor 4_402- L TT/01/728 s.� `'� of +�A��t: t.Mlrta 4 Page 2 ACOA[• , TEXTILE TESTING SERVICES II■ QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric&Apparel Testing 19 West 36'''Street,New York,NY 10018 Phone: 1212)947-8391 I.aN: (212)947-8719 3«LSC-3i.'.(D. C 'rtiflib Elprb Party Est 3leuort 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 ,,i i,a,1.0 IF-rafzti4=1 WRIEST TEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric& Apparel Tecting 19 West 36'h Street. Necc fork.NY 10018 Phone: (2121947-8391 his: 1212)947-8719 3(3L.L -3(. .cp. Certifier) alai iiirty Test 11eport 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. tiI r, Y+�`(�fpePj, d F r T Company By ,,,;ytc 1J ci. r y ,�� Stag Sadowy hnical D ector �... ' L L Quality Assurance Supervisor TT/O1/729 `�r�'�9 0 .. '-4,0R0r• rc�e'M ee►.ece "•, Page 2 1/#47Wr TEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric&Apparel Tecting 19 %%est 36'"Street. Ne%% fork.N1' 10018 Phone: 212)947-8391 Fax: )212)947-8719 n C; -Ji.*.cO. Certifier! Vint i"Jarty t'Ee5t 1keport 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 IlICCRED aD A 1lfiM6WtHIlOh , IA ISO-17025 OIMIST TEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn, Fabric& Apparel Testing 19 West 36th Street,\e,n York.\Y 100IS Phone: 12121947-8391 Fax: 1212i 947-8719 311L1( -31. .ID. C:ertifica TIutrb Darn) Zest 3icport FILE: LOSBER.A012709C SAMPLE IDENTIFIED BT 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. �`,��o xi l if t sti I S i r T#e Company By ...� °" • a 6 ley = -4 6 26- ,, •.. . �' ° Stacy Sado wy T ch a irector :r�„� ,� Quality Assurance Supervisor TT/01/730 f�•/ 1 { 43. `,` l'htrtttH►► ►► Page 2 1."„1„r,y. I ACpla• `' lit/fM/IirrafiNON/arTEXTILE TESTING SERVICES QUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn. Fabric& Apparel Testing 19 W est 36'h Street. e's$ Durk. NY 1111118 Phone: (2121947-8391 Fax: (2121947-8719 Qcrttfieb tL(ttrb iJartp Ee5t ikeport 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 r•„ 11i-I•1Sti Y7 I TEXTILE TESTING SERVICES AlifirQUALITY MANAGEMENT SERVICES LABORATORIES INC. Specializing in Fiber, Yarn. Fabric&Apparel Testing 19 West 36''Street,New York,NY 101118 Phone: 1212)947-8391 Fax: 1212)947-8719 3(1LAC-3(.6.0. Certtfteb c"f(ttrb Darty Test 1;cport 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. ,,,Iug1Ar Si r T e Company By -, " 1+ 1 t' !e F: Ad y 1%1, ••* 1. Stac Sadowy Techni D ector " 49 (� �.`� Quality Assurance Supervisor •••,,ORAS ��� TT/01/731 4004111010 Page 2 itteaak '- - . ' •ccw:rorT ' l TERMS AND CONDITIONS GOVERNING VARTEST'S PROVISION OF SERVICES Unless otherwise expressly agreed in a written contract signed by an Officer of Vartest Laboratories Inc. ("Vartest"or"us").the following Terms and Conditions 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 he 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 with.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 he deemed to he 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 he limited to refunding to the Client the fee paid by the Client for such Test Report. Under no circumstances whatsoever shall Vartest he 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. S. 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. . � :.',� 0 ►� ' 15 IBI 1 1 1 1 1 1 1 1—I—I_I-1 Irdir"x";'1`14139gbm 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 / / 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❑ NO❑ FIRE PLAN REVIEW FEE$ PROJECT IDENTIFICATION I� PROPERTY OWNERSHIP DETAILS PROJECT NAME(A)E6.COM U4 CI-I-RrnP`O'^St+ V TYPE: INDIVIDUAL 0 GOVERNMENT AGENCY❑ BUSINESS E] PROJECT CONTACT Tia-t IP'P SWI F t FULL LEGAL NAME,AGENCY,OR BUSINESS PROJECT CONTACT PHONE(9°µ ) 537 - «/s prr,ortvT<O (3Ea-04 Co v.'►rr i( C-vth , 114 C• PERMIT ASSOCIATIONS? NO ErC'ES I=1 If yes,list permit data: MAILING ADDRESS G70 D 5 ESV 01-rir1 A 172 El BASE PERMIT I B I—I—IJ—L_L_I—I—I—I—I—LI �` '"T' G l3CsttN FL 32'L 3 3 OWNER CONTACT PHONE(I 1 4' ) Z(O ( — 57 31 ❑SITE/TREE PERMIT I L I I I_I I I I I I—I I I I Ano.44risc OCA-U4 TEMPORARY TAG NUMBER OWNER E-MAIL ADDRESS 1415'Si-014i= 3 C.:uv 4r(-LI 6.CCrv► BUILDING PERMIT ADDRESS(This Is the physical address of the actual work location.) STREET NUMBER I bot; STREET NAME SELvA I'A,41-6'( (A-A TYPE(Ave/Blvd) Dy-i'0f DIRECTION UNIT/SUITE ZIP CODE 3223 INTERSECTING STREETS eli1 I'ti'TI C 13 a DCC AND 5 Cr:-LSA ry et-r.r-4 Dr LOT NO. BLOCK SUBDIVISION CITY DEVELOPMENT NUMBER LICENSED CONTRACTOR FLORIDA DESIGN PROFESSIONAL COMPANY NAME CARL-- �Jn/Ci/ v yt COMPANY NAME NAME .JG A Ckv(�tv t VENT 8 wilt- LICENSE LICENSE NAME LICENSE NUMBER Tr CITY I t tying 7 LICENSE NUMBER ADDRESS ADDRESS 0T11,0 P 7 ET 3ZZOc PHONE Qo 7. $35-/p-�/ (/�,�/ RFAAX/� PHONE FAX E-MAIL ADDRESS C ,13AOL-v4d t7 13Ek-h vie i✓ • N E ( E-MAIL ADDRESS FEE SIMPLE TITLEHOLDER(IF OTHER THAN OWNER) BONDING COMPANY MORTGAGE LENDER NAME NAME NAME ADDRESS ADDRESS ADDRESS TYPE OF PLANS JOB COST PAYMENT METHOD BRIEF DESCRIPTION OF WORK ❑Rolled 0 Small Total costs to include ❑Cash ❑Escrow Acct 0 Folded 0 Other MEP work. ❑Credit 0 Exempt 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 G/7 1/A9 h E R ,� Ss E r ' SE o3 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 ❑LEASE EMPLOYEES/ the State of Florida W. ker's Compensation laws. EXPIRATION DATE G/f /,20/4 / / I 0 ER Or AGENT Signe. . v Ai ' Date: 3 / z / /v (If Agent, ttorney or Agency Letter Required) 014 2 43 0 ( CC Before me t is - day of Signed: Date: 7/ 7-- 1 cc in the„County of Duval,State of Florida,has personally appeared Before me this -7 day of 1 1 9 U 5-1- Z-.'I C Cei r ll Di 74.11 tl•6 herein by himself/herself and in tb-gg County of.Duval,State of Florida,has personally appeared affirms all statements and declarations herein are true and accurate. K.._, h-1-1...)y) _ herein by himself/herself and affirms all statements and declarations herein are true and accurate. Notary Public at Large,State of -r• - ,County of '17`3`��`( Personally Known❑or PlAdyced Idenlfication Er Notary Public at Large State of {� ,County of 0'1 V`t f ID Type 1'1- Vt- _'/1'L-Lit- 17.4- 5=, V f'-1 Personally Kno Ai- !i&IT-a.."r-lara-ilim.e64.64,448.84itrpre ID Type "�, • 1. - •• , COLLEEN VASTOLA r, . kz '- MY COMMISSION#GG077999 l* MY COMMISSION#GG077999 ,,,,,:.,7-.,� Revised 06/13/08 ,a,;, EXPIRES February 28,2021 « February EXPIRES 28.2021 TYPE OF IMPROVEMENT PROPOSED USE RESIDENTIAL Units � NON-RESIDENTIAL ❑Accessory Building 0 Mobile Home Parks #of Units $Amusement,Recreational ❑Addition 0 New Building 0 Apartments ❑Carport 0 Business Condo ❑Alterations and Repairs 0 Nonstructural Siding(see box below)5 4 0 Church,Other Religious 1PY-?4(,OOV _Ten TS 0 Condominiums ❑Converting Use ❑Other:Specify 0 Daycare ❑Demolition 0 RV Parks&Camps 0 Duplex 0 Hospital,Institutional ❑Foundation Only 0 Shell Building ❑Garage ❑Other.Specify ❑Hotel,Motel,Dormitory ❑Move Building Into Duval County 0 Swimming Pool(In ground)-Gallons ❑Industrial ❑Move Building out of Duval County 0 Swimming Pool(Above Ground)-Gallons 0 Single Family 0 Townhouse 0 Office,Bank,Professional ❑Move Building within Duval County 0 Tenant Build-out 0 Other.Specify 0 Windows/Door Replacement 0 3 or 4 Families ❑Parking Garage •If you selected Non-structural Siding above,then check the type of siding materials: 0 Restaurant ❑Aluminum 0 Cementuous 0 Vinyl ❑Wood 0 Other:Specify 0 School,Library,Educational ❑Service Station,Repair Garage Nature of Work: 0 Soffit 0 Fascia 0 Siding ❑Stores,Mercantile Master Product Approval Number: 0 Utilities DIMENSIONS WATER SUPPLY SEWAGE DISPOSAL PRINCIPLE TYPE OF NEW RESIDENTIAL FRAME PERMIT INFO Num-•-• '^"e- 0 Public-City 0 Public-City 0 Masonry(Load Bearing) Single Family Buil 0 Private Utility Company 0 Private Utility Company 0 Wood Frame No.of Bedrooms Tot; ❑Private Well 0 Private Septic 0 Structural Steel Bathrooms I WHICH BUILDING 0 Reinforced Concrete Full S.I.C. CODE CODE WAS USED FOR I PROJECT? 0 Other.Specify Partial Nei Multi-Family C One-bedroom units N Im( VI MECHANICAL For demolition/renovation projects Involving a commercial,institutional or industrial structure or apartment building of more than four dwelling units,the Two-bedroom units - © u following provisions are applicable: Alt, 102 HVAC 0 Yes 0 No I.Renovation:Is asbestos present? 0 Yes ❑No Alt ,� Mandatory Action:If asbestos is subsequently discovered,then the applicant Three-plus bedroom units J Total Cooling Capacity shall immediately provide notice to the DER and AQD and amend this on tons) application. ^t-- / r Fire Sprinklers 0Yes ❑No II.Demolition:All applicants must provide Notice to DER and AQD l-. `�_� regardless of whether asbestos is present. — V' 0 COccupancy Classification: Occupancy Load: Live Loads: Florida Building Code --2- '1." Type of Construction: •0 1 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 Notes Notes OFFICIAL USE ONLY PERMIT REQUIREMENTS FEE CALCULATIONS AREA(SF) FEES Enclosed Divided Area: 1. 0 Submit two sets of shop drawings for 1a thru 41°Floors and secure approval prior to erection. Above 4"Floor 2. 0 No landscape required. Enclosed Undivided Area: 3. ❑ Initial and Final Elevation Certificates required—Submit to Development Services, Room 2100,214 North Hogan Street Unenclosed Area: ✓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 $ 5. STATE SURCHARGE (SF) APPROVAL NOTES&REQUIRED INSPECTIONS DEVELOPMENT MANAGEMENT GROUP FIRE MARSHALL BUILDING ❑ Interior Only Exceptions 0 02 Dp Fnd 0 22 Rtd WI 0 58 WI Shtg ❑ 08 Ftg 0 23 Rt Shtg 0 59 Fl Cell ❑Exceptions as Noted 0 09 Final 0 34 ADA 0 61 Scr Off 0 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 /1/1,4_.„ ❑ 19 Ins! 0 49 Thresh 0 64 Dry-In Date sl /Z4/I IS Signed - K 0 20 Slab 0 52 Pre-Dmo Date_/___/ Signed45 0 21 Swm PI 0 57 Opn Fl Fr LANDSCAPE 0 03 ❑ 17 ELEC MECH PLBG (Initials) (Initials) (Initials) (Initials) AIR QUALITY HEALTH OFFICIAL CONCURRENCY MANAGEMENT Deminimis By Date_/______/ Fair Share PLANNING JEDC overnde By Date_J_/ Approval Exempt By Date___/ / JEDC Final Required VPAC I CRC NO. Revised 06/13/08