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ACT-4-18-93S, 11300 NE 2 Avet ,- Miami Shores Village wild ng Deparim-ent 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING PR 1 018 61-L" -- - FBC--201l bt-& Master Permit No. a-C 1 " 4-18 1 J S Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR 1 DRAWINGS JOB ADDRESS: //_Sj .V IU& '2 /nt-Q�� i V_ City: Miami Shores County: Miami Dade Zip:11117 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type:'�� Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Phone#:CAS Address: / /13C20,00 e Z 4±-- P_. City: /`]r« at �Loxe' State: `r� Zip: - -3i % Tenant/Lessee Name: &Xy" 1j.1 "V40'�1 Phone#: "305 --0i_ 1 - 2_`}t9C1 Email: Uzyi 1 L np "V./ ��c1 CONTRACTOR: Company Name: Phone#: c� S f/ i3S S L/li Address: 5�6 155 dAl*' •2.0 4c,� City: /cIg Qualifier Name: ne#: e? 5!{ FPS -�5 7 6 State Certification or Registration #: / _! Certificate of Competency #: DESIGNER: Architect/Engineer. �J G eg ' -2 v%& Phone#: ',505 — Address: /` Chi -, P fi 't' t`"�n�1rE�� `� City: r State: / L Zip: Value of Work for this Permit: $ C'% Square/Linear Footage of Work: 2 / -Svc Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ =So t i d Permit Fee $ (�� ' C� CCF $ (� 20 1 Scanning Fee $ 00 Radon Fee $2 ' 0.7 DBPR $ 2 Technology Fee $ (.(D(:> Training/Education Fee $ CD ' 9 0 Structural Reviews $ 44S . co , -e � -C,:2- 7'�vIV W : SO - 0 CO/CC $ ^' Notary $ _ Double Fee $ Bond $ TOTAL FEE NOW DUE $ IVI - (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip E 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection ee will be charged. Signature Signature OWNER or AGENT C The foregoing instrument was acknowledged before me this 1 [is day of L20 � C� by J who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: 1 Print: _q _ V _ `- -1 74 - - - - The foregoing instrument was acknowledged before me this 0,6 dray of �y"Yl� 20 � , by 9/22/Gt4 '140&00;? 6613 who ispersonally known to me or who has produced dr; I/e4- G-/;&C14 C2 as identification and who did take an oath. /,/1333Z80900040 NOTARY PUBLIC: Sign: Print: Svc Seal: L4.00P0% Notary Public StaoFlorida SeaI: Jeffry J YaoMy Commission Expires 11/12/20 77 APPROVED BY Plans Examiner 41014 Structural Review (Revised02/24/2014) �.►n "ke.`Notary Public State of Florida Nixia M Martinez Zoning Clerk YY ACCORa CERTIFICATE OF LIABILITY INSURANCE F;70411012018DI4/10/ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER CONTACT FIRST COMMERCIAL INSURANCE AGENCY, INC. BOX 295 NAME: PHOEPO A/CNNo Ext: (386) 775-1781 .FACNo: E-MAIL ADDRESS: CASSADAGA, FL 32706-0295 (386) 775-1781 INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: United States Fire Insurance 21113 INSURED SPORTS AND RECREATION PROVIDERS ASSOCIATION (PURCHASING GROUP) AND ITS PARTICIPATING MEMBERS: INSURER B : INSURER C : Imperial Party LLC dba Imperial Party Rentals dba (*)**Imperial Party Rentals dba (*)**Teddy Bear Party Rental dba (*)** A Imperial Party Rental dba (*)** A Bouncer and Event Rental INSURERD: INSURERE: FINSURERF: 3054 NW 72 Avenue Miami, FL 33122 COVERAGES CERTIFICATE NUMBER: USP224399 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF MMIDD/YYYY POLICY EXP MM/DD/YYYY LIMITS GENERAL LIABILITY GENERAL AGGREGATE $2,000,000.00 PRODUCTS - COMP/OP AGG $2,000,000.00 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX ] OCCUR PERSONAL & ADV INJURY $1,000,000.00 A X SRPGP-101-0716 1 2:01 AM 12:01 AM 1 2:0 AM 12:01 AM EACH OCCURRENCE $1,000,000.00 FIRE DAMAGE (Any one fire) $300,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: MED EXP (Any one person) $5,000.00 O- POLICY JELOC X PRCT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accitlent $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ HIRED AUTO NON -OWNED AUTOS PROPERTY DAMAGE Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ EACH OCCURRENCE $ GENERAL AGGREGATE $ EACH OCCURRENCE $ GENERAL AGGREGATE $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Miami Shores Village Building Department, and their parents, subsidiaries and affiliates, are listed as additional insured. Scheduled Activities Exclusion Applies -Please Refer to Named Insured Member Certificate of Coverage Tent contractor # 13BS00500 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building Department 10050 NE 2nd Ave. Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE First CommerciafInsuranceA9ency, Inc. ACORD 25 (2010/05) v141120.001 © 1988-2010 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SCHEDULED ACTIVITIES EXCLUSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Description Of Activities: Any activity specifically described in the Named Insured Member Certificate of Coverage (FM 101.0.0029) as an activity that is not covered under the Commercial General Liability policy. Mechanical Bull, Mechanical Surfboard, Zip Line, & Permanent Rock Wall Structure. With Respect to Certificate USP224399 Llnformation required to complete this Schedule, if not shown above, will be shown in the Declarations The following exclusion is added to the policy: 2. Exclusions This insurance does not apply to: SCHEDULED ACTIVITIES "Bodily Injury", "Property Damage" or "Personal and Advertising Injury" resulting from or arising out of any activities listed in the above Schedule of this endorsement that are or were arranged and/or conducted by, or on behalf of, the "Named Insured Member". All other terms and conditions remain unchanged FSPG 101.0.00XX 09 14 Page 1 of 1 April 6, 2018 Miami Shores Building Departme Structural Review Section RE: Temporary Tents Client Name: Imperial Party Event Address: 11300 NE 2ND AVE �` � Shackelford Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 0� akT O�q nt Miami, FL 33161 Dear Building Official, &e t* Xcff� V i-z-t,� As a part of the attached Wind Load Calculations for the above referenced Temporary Tents(s), this letter shall as my certification that said structure is in compliance with the provisions of 2017 Florida Building Code, Chapter 31 NFPA 102, Chapter 8. Based on these calculations I hereby certify that the supporting guys, stays and stakes for the above referenced tent will remain "in -place" for design pressures based on a basic wind speed of 105 mph, 3-second wind gusts. For precautionary measures, in the event that wind speeds are found or anticipated to be approaching "75 MPH", the Contractor hereby agrees to remove the tent fabric from the tent frame and safely secure same. I hereby certify the capacity of this design as meeting or exceeding criteria set forth in the 2017 Florida Building Code. Chanter 31. Section 3105.4.2.1 and NFPA 102. Chanter 8 relating to Temporary Tents. If you have any questions, please feel free to call me at 305-609-3652. • • • • • • . • .... espec - •••:•• •••• ...... ...... • : • • • • : hoinas Moe P.E. 63863 • • • • • .••• • ••••• -Valid only for one (1) permit. ? •.•••. .••. ••:••• -Valid only seawith raised PE l. •• • • • •• •••• •••••• -Any corrections, ink marks, white out or stick ons • • •••••: • • will void these drawings and calculations. • • • • • 00 r ��,� • • • *Prior to the event installer shall notes Engineer in writing when tents are erect, anchored down and ready for inspection. Shackelford Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 10 ft. x Varies, Temporary Tents) Wind Uplift Calculation Sides 101 Wind Uplift C Tent Size: Anchoring Strai Stakes @ 10 ft. Uplift Pressure Uplift Design Pr_ __ _ _�.� r _ . ._ _�.�� r _ _ r _ ��� __ . �__. • • Sides Contributing Area: 5 ft. x 10 ft. = 50 s.f. Uplift @ Design Pressure 1000 lbs. Use I eM 1 '/4" x 39 '/Z" Steel Stake(s): Capacity = 4,6661bs. O.K Corners Contributing Area: 5 ft. x 5 ft. = 25 s.E Uplift @ Design Pressure 500 lbs. Use I ell. 1 '/4" x 39'/2" Steel Stake(s): Capacity = 4,6661bs. O.K • • • • • • • • • • • • • • -Typical Section ...... .... • • •;' • • 4 Thomas Moe P.E. 63863 Shackelford Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 April 6, 2018 Miami Shores Building Department Structural Review Section RE: Temporary Tents Client Name: Imperial Party Event Address: 11300 NE 2ND AVE Miami, FL 33161 Asphalt, Engineering Certification Tent Stake Withdrawal To Whom It May Concern, As part of the permit package for the structural approval of the above referenced tent(s) with regard to tent stake withdrawal capacities, I submit for your review the following; 1. Asphalt: Site/Soil characteristics are similar to the Doral. i.e. the withdrawal capacity is equal to or greater than the capacity of the attached test as performed by Fenestration Testing Laboratory, Inc. (Test attached, August 27, 1998). I hereby certify the tent stake withdrawal capacity, as stated in the attached tent stake calculation, as being in excess of 4,666 lbs. per stake. I hereby certify the capacity of this design as meeting or exceeding criie.0 set forth. ig.the 2017 Florida Building Code, Chapter 31, Section 3105.4.2.1 and NFPA:182, 04yter 8 relating to Temporary Tents. """ If you have any questions, please feel free to call me at 305-609-3652 • • • • • • • • • • Respectfully,1 Thomas Moe P.E. 63863 -Valid only for one (1) permit. -Valid only with raised PE seal. -Any corrections, ink marks, white out or stick-ons will void these drawings and calculations. Test Location: CommercialAsphalt Lab. Number 2133 Lot Std. Limerock Base August 27, 1998 Parking ( � Report Number 1 - File Number 98-172 L-3079 OFFICIAL TEST REPORT MANUFACTURER: Roder USA SPECIFICATIONS: Job Specifications ADDRESS: 1954 N. 30th Road JOB SITE: Doral Hollywood, Florida 33021 Miami, Florida DESCRIPTION OF UNIT Model Designation: Steel Plate Tent Anchor Overall Size of Steel Plate: 19 5/8" by 19 5/8" high by 1/" thick. Number and Size of Stakes: Six: 1 1/4" diameter by 39 '/" long. Steel stakes, each with a mushroom head. Location of Steel Stakes: Three on the north side and three on the south side. Attachment Plate: Two 4 5/8" by 3/4" by 5 5/8" high steel plates, each n ith a 1 1 /16" hole. The plates were welded to the anchor plate 3 3/8" from the east and west edge of the plate, leaving a distance of 11 1/" between attachment plates. Plates were centered between north and south edge of anchor plate. Test Procedures: A 4" by 10" by 4" steel "I" beam was supported above the tent anchor plate-, a chain was attached to one attachment plate over "I" beam and attached to other plate. A hydraulic jack with a ring force gauge was centered under the steel " I" beam on the east and west side of the anchor plate. Title of Test: Uplift Test OFFICIAL TEST RESULTS Measured Load: Remarks 28,000 lbs. Passed (14,000 lbs. per jack) Note: Measured load was held for 10 seconds. .. •. Capacity of Each Stake 28,000 # / t . ---. *'666 # ...... Testing Completed - August 25, 1998 • • ; • • • ' . .... ...... Remarks: The above test results were obtained in accordance with the instructions received frorrf �dtVrtpresentatilve. :....: Witnessed bv: ....•• FENESTRATION TESTING LABORA'1 AY 1A _ Mr. Keith Krzeminski ' Mr. Mike Pritcharel Laboratory Technicians: Mannv Sanchez • - Juan Hernandez President • • • • • • • •E t • Roque Zavala • • '\ 2 - Roder USA MECAWind Version 2.1.0.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 �r enr.,rpricom Date 4/6/2018 Project No. 10' - 40' Tents Company Name Shackelford Engineering Designed By Tom Moe PE 63863 Address 9719 South Dixie Hwy Description Temporary Tents City Pinecrest Customer Name State FL Proj Location File Location: C:\Program Files (x86)\MECAWind\Tents\20ft.wnd Directional. Procedure Open Building (Ch 27 Part, 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 105.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Slope of Roof = 5 : 12 Slope of Roof(Theta) = 22.62 Deg L: Roof Hor. Width = 10.00 ft D: Roof Length along Ridge= 40.00 ft Ht: Mean Roof Ht = 10.00 ft Type of Roof = Pitched Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6-18B Open Building -Pitched Roof L f CxL . . .... ...... ...... .... .... % .... . ..... ...... .... ..... .. .. .... ...... .... * �I Gamma = 0 degrees, Clear Wind Flow Load Cnw Cnl Windward Wind Pres. Leeward Wind Pres. Case psf psf ------ A -------------------- 1.100 0.100 ------------------- 19.041 ------------------ 1.731 B -0.100 -0.800 -1.731 -13.848 Gamma = 180 degrees, Clear Wind Flow Load Cnw Cnl Windward Wind Pres. Leeward Wind Pres. Case psf psf ------ A -------------------- 1.100 0.100 ------------------- 19.041 ------------------ 1.731 B -0.100 -0.800 -1.731 -13.848 1ret �C( �_�1Y` `_cir windward roof si fac:es. 1 :P .�. !.- ��i sS _._r_ OR'_ .'�.iT. _,IYf iCF9j Gamma = 90 degrees, Clear Wind Flow Length Along Roof Angle Load Cn Wind Pressure .Along Ridge Ridge of Roof (Theta) Case psf psf --------------- <=10.0 -------------- Theta<=45 deg ------------- A -0.80 ------------------------- -13.848 B 0.80 13.848 >10.0&<=2*10.0 Theta<=45 deg A -0.60 -10.386 B 0.50 8.655 >2*10 Theta<=45 deg A -0.30 -5.193 B 0.30 5.193 1 - .._. i . _r__, ;r_ .- J tir �, a t .,a u.,u 7, r,-t. • • •••• •••••• •••••• •••• •••••• • • • •••••• •••• • ••••• •••••• •••• ••••• •• •• •••• •••••• • • • • • 000000 -% �; r 4 I� � V� cat' f (ttrttf t' a m e t tance REGISTERED APPLICATION CONCERN No. AL Ny V I.- MEO i T7 r. I L :-1 This is to certify tht,1 ,evErse sic p rer P hove been o, fhe rr, (j e e a cl t p 10 M -etarocrif treated (or are rnheren!fx FOR VANTA',-7F. .2 AT TR E C ...... ...... C '4, VG L. A N D 441 C]TY 5TATE ............. ...... Cerfibcat rr, a ci e 7 ion s h e r e b (a) The articles described of the botiorn o: !,iis Ce-rfificcfcx have been treated with a flame- """' retardant chemical approved and regioer�,-,j by Slate i;'Ire Marshal nnc that the application of said chemical was done u) conformor.:;e with the i,-:w of thin State cf Colifornin and the Rules and Regulations .of the Siate Fire i 0 o; Name of chemical used ....... .... Chem. Reg. No. Method of application . ...... ...... b) The articles described at the bottom herec. i care made from a flarne-resWant fabric or material L... . .... I registered and approved by the State Firer Marshal for such w�c7- t F. A. -;ot P. N 1,.,ade name of flome-re!-,,.stan' fribri- x n sect The flame RetardanT P r o c e s s s cl' Be Removed By Washing GLEN i% RAVEN i..i By......... . .. ...... ,A . Nc)me r)r' Prod.voian Svpermteisden; We he're,by certify this to 6e a true copy Of riled tkv original' CERTIFICATE OF FLAME RES I STANCE" issued to us, origincil cDpy" of which has been with the State Fire Marshal. TRI VANTAGE, LLC 0 see sees:* see 00 By ...41,41006 606069 • 000000 1000• 0 0 0:0 0 •• lot # 0 Ovont;ty 00000 0400 ......... -onhoii JOSE 0 Nl�crlpllcn •1 00. 0,0;p sees 0 0 0 0•0 "AssTomer order 3 9 5 4 6 Y 84 vantcige, LLC Invoice Produci Code so. sees•• .9 o A-1 TENT'�7]1 234 WI S T 24'T 1--i s, H I ALEAH -A FRAML INSTALLATION •RESTR.00MS ARE LOCATED INSIDE THE IJUILDINU LLS I HAT 250 t LL r FROM I Lip I S -THE TENTS ARE COMPLETELY 0PEN MAIE.RIALFIRE RETARDANT AlI[ACH 10 APPLICATION AND MATERIAL WILL I IAVE A TAC ATTACH TO THE VINYL THE DAY OF INSPECTION. TH F USE OF THE TEMPORARY TENTS WH t BE TO 51 IOWCASE PRODUCTS. EXAMPLE: ROOKS FTC -IS A. DAY TIME EVENT SO NO LIGI ITS WILL RE NEED IT WL WILL USE LXI1 SIGNS AND NUN SMOKING SIGNS AND EXTINGUISHERS AS MARK ON I HE PLANS . • • r ••• • EXIT AND SMOKING SIGN ... . . • . ••• . . • .. .. 000 . .. . . extinguishers extinguishers extinguishers 1 11 5t Gogle 4 -A FRAME INSTALLATION -RESTROOMS ARE LOCATED INSIDE THE BUILDING LES THAT 250 FEET FROM TENTS -THE TENTS ARE COMPLETELY OPEN - MATERIAL FIRE RETARDANT ATTACH TO APPLICATION AND MATERIAL WILL HAVE A TAG ATTACH TO THE VINYL THE DAY OF INSPECTION. -THE USE OF THE TEMPORARY TENTS WILL BE TO SHOWCASE PRODUCTS, EXAMPLE: BOOKS ETC -15 A DAY TIME EVENT SO NO -LIGHTS WILL BE NEED IT -WE WILL USE EXIT SIGNS AND NON SMOKING SIGNS AND EXTINGUI:SHFRS AS MARK ON THE PLANS •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• scope of event •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• c� 0 6 teat tables with 2 chairs each 20' 0" r i { r O C7 401 0'' ADi20100q- 2 MIAMI-DADE FIRE RIE' S C JE Process No: i Municipal Insp No: Project Name:. Address: DATE Approved D "appiF Ne*Applicable loH—ll—r — ,,.,�evhg3on Process No: DATE Approved Disapp Not Applicable I I •••••� • • • •' �" 49 THIS IS NOT A PER.ZIT. A UST PROVIDE FIRE ..... "`�• ` MUNICIPAL INSPECTION REQUIREMENTS AND ' • •". ` •" RECORD CARD AT THE TIME OF A FIRE INSPECTION. ...... see* • ••