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CC-19-497
f BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 MAR 0 p"' 2019 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 I FBC 20 (_4 Master Permit No. CC-03-19-497 Sub Permit No. QBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 9300 NE 2 AVE MEMORIAL PARK City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-013-2940 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): MIAMI SHORES VILLAGE Phone#: Address:10050 NE 2 AVE City: MIAMI SHORES State: FLORIDA Zip: 33138 Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: OWNER Address hone#: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: DESIGNER: Architect/Engineer: Certificate of Competency #: hone#: Address: City: State: Value of Work for this Permit: $ 0 Square/Linear Footage of Work: 900 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: 2019 CONCERT IN THE PARK TEMPORARY TENT Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $. ; CO/CC $ Scanning Fee $ Technology Fee $_ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ tC�� (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 Zip 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 fee will be charged. Signature / OWNER or AGENT The foregoing instrument was acknowledged before me this n day of I' IAP—C30 , 20 by �\N—COtJ who is personally known to me or who has i1rduced identification aho did take an oath. NOTARY PUBLI Sign: / UV PripL:� � N Seal: "'�""�_ SINDIA ALVAREZ MY COMMISSION # GG 238273 EXPIRES: September 3, 2022 ************************** APPROVED BY Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of as me or who has produced 20 , by who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: C% Plans Examiner as ************************************************ Zoning (Revised02/24/2014) Structural Review Clerk 3/5/2019 Property Search Application - Miami -Dade County OF THE PROPERTY APPRAISER �HI Summary Report Property Information Folio: 11-3206-013-2940 Property Address: Owner MIAMI SHORES VILLAGE Mailing Address 10050 NE 2ND AVE MIAMI SHORES, FL 33138-2304 PA Primary Zone 1100 SG FAMILY - 2301-2500 SQ Primary Land Use 8080 VACANT GOVERNMENTAL: VACANT LAND - GOVERNMENTAL Beds/Baths/Half 0/0/0 Floors 0 Living Units 0 Actual Area 0 Sq.Ft Living Area 0 Sq.Ft Adjusted Area 0 Sq.Ft Lot Size 35,100 Sq.Ft Year Built 0 Assessment Information Year 2018 2017 2016 Land Value $877,100 $877,100 $877,100 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $877,100 $877,100 $877,100 Assessed Value 1 $585,712 $532,466 $484,060 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $291,388 $344,634 $393,040 Municipal Exemption $585,712 $532,466 $484,060 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Generated On : 3/5/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $585,712 $532,466 $484,060 Taxable Value $0 $0 $0 School Board Exemption Value $877,100 $877,100 $877,100 Taxable Value $0 $0 $0 City Exemption Value $585,712 $532,466 $484,060 Taxable Value $0 $0 $0 Regional Exemption Value 1 $585,712 $532,466 $484,060 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 1 TO 5 INC BILK 22 LOT SIZE 270.000 X 130 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version nn -' ,ArL .Zu l S SHoREs� Journal Post Listing „C) T�`'l I `i �� t 3��1 Ig Sort By Entry d F�ORiDp' Department Number Journal Type Sub Ledger G/L Date Description Source Reference Reclassification Journal Type 13.0500 - Finance,Finance 2019-00000748 JE GL 03/07/2019 CC-03-19-497 GIL Date GIL Account Number Account Description Description Source Debit Amount Credit Amount 03/07/2019 001.24.0400.00_322-000 Building Permits Building Permits CC-03-19-497 .00 50.00 03/07/2019 001_208-400 Due to Other Governmental Units CC-03-19-497 .00 .60 County Code Compliance Fees 03/07/2019 001_208-300 Due to Other Governmental Units CC-03-19-497 .00 2.00 DBPR Surcharge 03/07/2019 001_208-200 Due to Other Governmental Units CC-03-19-497 .00 2.00 DCA Surcharge 03/07/2019 161.24.0400.47_322-130 Building Permits Education Fees CC-03-19-497 .00 .20 03/07/2019 001.24.0400.00_322-000 Building Permits Building Permits CC-03-19-497 .00 50.00 03/07/2019 161.24.0400.45_322-110 Building Permits Scanning Fees CC-03-19-497 .00 9.00 03/07/2019 001.24.0400.00_329-110 Other Permits, Fees and Special CC-03-19-497 .00 45.00 Assessments Structural Engineer Fees 03/07/2019 161.24.0400.46_322-120 Building Permits Technology Fees CC-03-19-497 .00 2.50 03/07/2019 001.72.1403.24.572_49-800 Other Current Charges and CC-03-19-497 161.30 .00 Obligations Licenses and Permits 03/07/2019 801_204-001 Equity in Pooled Cash General Fund CC-03-19-497 11.70 .00 Due To/Due From: 001 - General Fund 03/07/2019 801_204-161 Equity in Pooled Cash Special Purpose CC-03-19-497 .00 11.70 Due To/Due From: 161 - Special Purpose Revenue 03/07/2019 001_104-801 Equity in Pooled Cash Pooled Cash CC-03-19-497 .00 11.70 Due To/Due From: 801 - Pooled Cash 03/07/2019 161_104-801 Equity in Pooled Cash Pooled Cash CC-03-19-497 11.70 .00 Due To/Due From: 801 - Pooled Cash Number of Entries: 14 $184.70 $184.70 Run by Holly Hugdahl on 03/11/2019 10:27:59 AM Page 1 of 1 lvGoS Mr �F` Certificate of Flame Resistance f y�i 2 9 �rnRivJ,04 ISSUED BY: INPLAST CORPORATION Registered Fabric or B-1108,11, BEOBWON-RO 11-GIL, Concern Number SONGPA-GU, SEOUL, 05836, KOREA Date treated or manufactured F 011.01 December 19, 2018 This is to certify that the materials described on the reverse side have been treated with a flame-retardant chemical or are inherently nonflammable. FOR: ECONOMY TENT INTERNATIONAL ADDRESS: 2995 N.W.75th STREET CITY: MIAMI STATE: FL 33147 Certification is hereby made that: (Check "a" or "b") (a) The articles described on the reverse side of this Certificate have been treated with a flame-retardant chemical approved and registered by the State Fire Marshal and the application of said chemical was done in conformance With the laws of the State of California and the Rules and Regulations of the State Fire Marshal. Name of chemical used: Chemical Registration #: Method of application: ® (b) The articles described on the reverse side are made from a flame -resistant fabric or material registered and approved by the State Fire Marshal for such use. Trade Name of flame-resistantfabdc or material used: I - TENT TARP, WHITE Registration #.- F 011.01 The Flame Retardant Process Used WILL NOT Be Removed By Washing (will orvrill not) INPLAST CORPORATION By: Name of Applicator or Production Superintendent Name JEONG HO KIM rdle PRESIDENT THIS REPRODUCIBLE ARTWORK IS FOR THE EXCLUSIVE USE OF STATE FIRE MARSHAL. REGISTERED CONCERNS AND INDMDUALS FOR THE PRODUCTION OF REQUIRED FORMS FR-3 (Revised 01103111) Page 1 of 2 NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 J !� APPLICATION FOR MUNICIPAL PERMIT APPLICANTS / THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE 14J ) Job Address _?6V L� �� Contractor No. U.gn z W _ �� ��� O Folio i t 3 2D� oo Last four (4) digits of Qualifier No. ow as IFI� Contractor Name 941A5VV&, _ > v Lot Block z p Qualifier Name ¢ o a -12 Subdivision PBpg v z Address Metes and bounds City State zip [ ] New Construction on [ ] Demolish Current use of .� cn Vacant Land [ ] Shell Only property LL W [ ] Alteration Interior [ ] Addition Attached 02 [ ] Alteration Exterior [ ] Addition Detached Description of Work�"� ww a> [ ] Relocation of Structure [ ] Re -Roof Sq. Ft. Units Floors am [ ] Enclosure [ ] Foundation Only _ [ ] Repair ] Tent [ ] Repair Due to Fire Value of Work [--j MBLD` [ ] Chg. Contractor Owner o4t 4rw 44(o2� � /LL B O� Address /bSly Aa. ^� tJL w Category N F [ ] Re -Issue w a [ ] MELE y [ ] Re -Stamp City / State Flip—� [ ] MPLU 3 [ ] Revision y w Phone (3 2f�' �% �— Last four (4) digits of w MMEC w > [ ] Not Applicable for z [,FIRE Fire Owner's Social Security No. o0 z Name +2%5 Wt (2P1_N7'L> �� Owner Address ' L>0 p /J v �rD �� Address z ga w w City GNc!iM t ��><L�State (-( Zip 7310 City State _Zip w Y 1z � W IL FL Phone C7 �fa� �?�L a Phone 1 am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of J z ^ a g ¢ one -hour. Please contact the Fire Department for current rate. Vatn 0. 1 st Request: Date: w w LLw w 2nd Request: Date: 3,d Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 123 01-192 5/17 BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING -COMMERCIAL MBLD 02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS (NON -ELECTRICAL) MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE PLUMBING 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY IS USED WHEN NO BUILDING PERMIT EXIST') MPLU 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Folio: 11-3206-013 2940 Sub -Division: MAAI SHORES SEC 1 AIAD Property Address Owner MiAMI SHORES VILLAGE Mailing Address 10050 NE 2ND AVE MIAMI SHORES, FL 33138-2304 PA Primary Zone I I SGL FAMILY - 2301-25M SQ Primary Land Use 8080VACANT GOVERNMENTALVACANT LAND - GOVERNMENTAL Beds / Baths 1 Hat( 0 / 010 Floors 0 Living Units Actual Area Living Area A jUltg Area 0 • •••••• Lot Size • 35,100SgFt •••• Y�r euiit• • D • • •••••• • •r •• •• • • • • • ••••• •••• •••• • • • • • • • • • • • • • • • • ••• • • • ••• • •••••• •• • • • •• 0060 MIAMI SHORES EVENT TENT STRUCTURAL CALCULATIONS FOR TENT STAKES Prepared by F E B , UARY 2019 SEAL' - Date: 2 ` 21-uj JAMES R. ROSAL:ES, P.E. STRUCTURAL ENGINEER PIE. No, 54635 201 Alhambra Circle, Suite 900 Coral Gables FL 33134 (305)587-1888 J NAL .. ... . . . . . . . • .. . . . • .. • . • ••• •• • • • •• • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I'LlMINTERNATIONAL Project: Item: Job No. Designer: Checker: Sheet: of _..((z Date:— jr Date: "( S Grid: 1 / 10" Windward (X) = 4 psf (Form attached Output) Leeward M= 0.7 psf (Form attached Output) Tributary Width = 10 ft Beam Length = 16.02 ft Angle = 26S deg Column Height = 9 ft Fx = 640.8 Ibs Fy = 112.14 Ibs Fx vert = -573.5 Ibs Fx horiz = 285.9 Ibs Fy_vert = -100.4 Ibs Fy_horiz = -50.0 Ibs Wind Force Height = 12.57 ft Total Horiz. Force = 235.9 Ibs Angle Stake = 53 Force Cable = 392.0 Ibs (Pullout Force) i FS = 1.5 Required Pullout Force = s 587.9 Ibs I Stake Embedment = 24 in Correction Factor = 0.54 � j Correction Factor = 0.85 • • • • • • • • Load Angle (53-deg Max.) ; •�; ; ; ; ; ; . ......... . Pullout Capacity Required = 1281 Ibs This Capacity corresponds to Medium Dense to Dense Soils; hence OKIM• ... . • .. .. ... . .. .;. •.Page1 oi4•. TYLUMINTERNATIONAL Project Item: I i WIND 'DIRECTION 1, Job No. Sheet: of - --- --- -- — -- --- - - 2 'l -- Designer: -Tit— -- -- - -Date:�--- Checker:Date: 2 (c} Grid: 1/10" \ .... ....... . . ..... . ... 4 1 Increasing the height of the stake knot above the ground decreases stake holding capacity 1 5.1 Holding power varies with anchcr types 61 DOUBLE STAKING Double staking is the practice of driving another stake a short distance behind the primary stake and close -tying both stakes together with the free end of the guy rope u.c:: r,• Lxa I II J i I ll f wwwr at iv ?I ;Ko,oAar It. . ; C>VOAttt STAAe in u, SrArf t A rule of thumb for double staking suggests that the distance betweOrPsWRes be equal to one-third • the depth of the Itlik&sln tge ground. •0 0 00 • • • • • aa1&E S[VNr• • • • • • 6:.f9LE5VYw6T00 • • • • • • j'I] 0.05E I<eF1NER• • FM : T • • • • •• •• • • • 0 • • • • • • • •••••• •••• • • • Cnmpllments of. Copyright 200. by the -ent Rental D.—tin of the industrial Pebr cs Assooatior Inlernalional All rights reserved. No Fart ,f the contents of this handout maybe reproduced or transmitted in ar a zorm or by any means without the written permission of the publisher. NOTICE AND DISCLAIMER Irinstral Fabrics Association International makes no representation or wa Ranty. either express or implied as to: Ill the fitness for any particular purpose of any of the information, designs, or standards contained in this mam:al or any products manufaclured or constructed in accordance therewith; or I?: merchantabibtyofanysuchinformation. designs. slandards.orproducts; or 131 the accuracy, quality, or reliability of any such information, designs, standards, products The use by any individual or entity of any sz h rtormation, designs. standards, or products constitu?es an acknowledgment and agreement by such individual or entity that Industrial Fabrics Association International has made no representation or warranty with respect to the fitness. merchantability, or quality of such information, designs, standards or pmeuct5 This handout supplements ary instructions or warnings that are provided by the manufacturer of the tent you should consult the manufacturer's instructions and warnings each time you install a tent This handout does not replace the manufacturers instructions and warnings If you are unable to locate any instnlctions or warnings, consult your rental agent or the manufacturer To avoid personal injury or properly damage, rear and 'ollow the manufacturers instructiocs and warnings and the supplement information contained in the IFAI Praced urat Handbook for the Safe Installation and Maintenance of Tentage before you install a tent n the ",ent there is a conflict between the manufacturer's instructions an;l warnings and the instructions contained in this manual. always io.lcw Me manufacturer's instructions and warnings 31FAI J F o Asx,cuoon tcrn.iw,w IaalCaWyb r I+'rP Pa�•�M �� SS:i: iKA 01 , 4p � A �y h�: n,.- •r��7� yr• dV,.+!. � y' ,,�� � .. y itns ei _ r ! y �`+a}: � •,�'f`sl.:-f I�ASry. s?L ,..: �ti ' � r � 1 f : rP. Teat Rentat •' Division IFA1 y, Y., tirr 1 A) Systematic Approach to Stakes 1.) The larger the stake diameter, the greater the holding power. `i y— mr. Pre,sr f li �— srrrt:,wr:rr —.+l 1: 2.1 The deeper the stake, the greater the holding power. s� �I 3.1 Optimum guy rope angle provides optimum holding power. CORRREE07T INCORRECT �v 61 Fstimating Pullout Capacity of Tent Stakes An outline for estimating pullout capacity for tent stakes is described in this pocket guide The complete Staking Study Summary Is included in the IFAI Procedural Handbook for the Safe Installation and Maintenance of Tentage available for puchase by visiting www.bookstore.ifai.com. Pullout Capacity for a Single Stake The method estimates the stake pullout capacity for a -baseline stake, and then applies correction factors for conditions that vary from the baseline case The baseline case for a tent stake is as follows: 11 stake diameter is 25mm (1 0 inch) 21 the side of the stake is smooth 31 the steel stake is driven vertically 41 the stake is embedded Idrivenl 915mm (36 inchesl in the ground 51 The toad is fastened at 51mm 12 inchesl above tl•e ground surface, and 6) The load is pulled at a 45 degree angle. Estimates of Pullout Capacity for Baseline Case The strength of the soils is an important detail for estimating pullout capacity. The penetration resistance offered by the tent stake during installation provides a rough miscue for the strength of the soil and is based on the average penetration of the stake per blow [for the first 508mm 120 inches] of embedmentl with a 16 Lb sledge hammer using a normal swing. Table 1 provides a rough relationship between penetration resistance, soil consistency, and pullout capacity for a baseline Two important details and cautionary notes about using Table 1 for estimating capacity are: 11 Table 1 requires a subjective measure [Stake Penetration Resistancel forestimatingpullout capacity. More accurate and press" meR•Rti. V are available and given in • the IFM Tent StaklnpWport riviowever, the moral accurate •••• • metRo:s require a greater effort for delnrmi•ing • soil sxength • • • • • • • 21• Table 1 provides a retationsh p betvveenjirrvgtg rest Lance • •and baseline stake capacity for the soil •o•dfd:lVti 4; the • • jlffitti,ig4drhing If jhe stake is driven durings dry conditions, and then the ground pRcom�s saturate, it Zf �cit ••9s:e41`tth and putr*dt Aipaltyutlt resul►'fitista l "t Vngth is not j%jjb� to predict with confidence N without anextensive sod!eying or stalW.*PUVOuFfvling ,cb •pjoir:m. F:owever,srA&Afrow,, the IFAI ten flaking •la studyondicatethattheputtoutczfacity sfstakesdrivenin ••A O saturated Ground are about one-half the caPa•ary t':he •'s" stat�e! driven In 1 e � AdOg� and undeA "c•r•liisons • • • • •• • • • • •••••• •••• •0000 • • Field Indentifical.on' Pullout Stake Capacity fcr Consistency penetration f3aSebn2 ��Od Resistance Case, P lkgs.l Res,stance Imm-ins per blow••[ Indented with less Hard Ivory Dense) diliiculry by than Smm 1134 (2500 lbs) thumbnail 102 1 very Sill P—lity 5-13mm 726 luensal end led by Inumhnad (02-05'1 (16001Gs1 Readity stiff mdenled by (Medium thumb but 13-38mm 363 Dense) penetrated (0.5-1.5") 18001bs) on'.y with great effoc Can be Mrdium penetrated 33-76nm 141 IMedwml se+eras inches bit ttamb with I15-i'I 140G1hs1 m da w. eflo l Easily soft penetrated 76-152mm 9i (Loose) severalinches 13-6-1 [200 lbs) by thumb easily grey =-r Very S'n prrelrated 45 Very Loasel seve,al,nthan 151rr.rn ches 16 I Out lbs] by thumb •[vote- Field identification Is subiecive For hne-grained soils. use both the verbal dascrifvion and the m:llimetres per blow;c select Hie appropriate consistency of soil to select the baseline capacity For course -grained sods, use the penevahon per blot to assess snit onslslency. ••Note_ Stake Peretraton Resistance is based an the average p ne"tion of he stake per blow with a 16 Ih sledge hamme-w it, a normal swing Adjusting Estimated Capacity for Conditions Different than Baseline Case The pullout capacity fora stake that is different from the baseline case can be estimated as the baseline capacity multiplied by factors that adjust for the variation in conditions from the baseline (such as a different stake embedment, stake inclination, stake diameter, fastening height, and pull angle! The pullout capacity for the stake can be determined as the baseline capacity, multiplied by the appropriate adjustment factors as follows: P = Pb x Ce x Cf x Ci x Cl x Cd < 1134k9s i2500 lbs) Where P = pullout capacity for a single stake, Pb = pullout capacity for a standard stake (the baseline casel, Ce = correction factor for embedment depth, Cf - correction factor for fastening height, Ci = correction factor for slake inclination, CI a correction factor for load angle, and Cd • correction factor for stake diameter. The appropriate correction factors can be obtained from the Tables below Correction Factor for Correction factor for Embedment Stake Inclination Stake Ce Stake Inclination Ct Embedment Immf 9t41361 100 For sake angle from to 1,00 ey.:34'1 092 15 degrees E13 (32-) 0.84 Fc, slave y2'3n�t 076 angle 30 degrees 0 77 711 (281 0.69 Correction factor for 660 12d I 0 61 Stake Diameter L10 (241 0.54 rake ".IamMer;mml Cd Correction Factor for 25mm i V1 1.0 Fastening Height 2Yrnn 0 Fustt•nnlg Cf Ifi,gfa fmml f2-1 1 00 factor Inv ta.�d Angfc t0i 14 1 098 Aw*- of full C, 152161 096 Iffom t,or,.:antall 2,3(8') 094 'S1Vl 100 2`; 110.1 092 30502 1 0 9i 5' d•'g'ee•. v, tvl 085 Grccp CoWiguraton Effectiveness Factor Double Staking 1 22 lh-ee Stakes,nslafled ri 11-' 276 pe, non c u.,It r to d erection of pa it Three Stakes installed in a Tina perpendicular to direction of pall 2.46 are inclined at 15 degrees Stoles :nstatted in a I e 4 60 per pend,cular to direct.., of p,r.l Four Stakes installed in two columns and 348 two rows and connected with a gang plate Six Stakes nslallvd n Iwt' rolu aid IN — rows and curneaed 456 wth a gang plate Note: Table 2 requires the slakes in the group to satisly the conditions set for the baseline case a!l1,_ , - , . .-=F.3-._r ..-C. cup: 61k s Ribbed vs. Smooth Stake Resclts of the testing program shoved no significant difference in pultout capacity between 25mm It -inch) diameter steel stake with smebth sides and a 25mm (1 •inch) steel stake with ribs for most pullout tests However, structural yielding in the ribbed stakes occurred at pullout loads lower than the smooth steel stakes because of the difference in the structural strength Accordingly, the pullout capacity of ribbed stakes should be limited to a pullout capacity ro greater than 726kgs 11600 lbs) Determination of Capacity for Group Stakes The pullout capacity of group stakes can be estimated by multiplying the baseline capacity of a single stake by an -effectiveness factor' as follows: Pg=PbxEf Where Pg is the capacity of the stake group. Pb is the pullout capacity for a single stake under basetineconddion. and Ef is the effectiveness factor for the group of stakes The effectiveness factors for a group o` stakes can be dete-mined usirg Table 2. Project Name: TENT Location: By: TYLI Start Date: Feb/2019 Comments: \551480.00\500_DSGN\75 Structures\Tent 45mph.wls TENT February 27, 2019 Local Information Wind Dir. 1 2 C C ure 3 C 4 C Basic Wind Speed: 45 mph Topography: None Optional Factors This project uses load combinations from ASCE 7. WLS4 -- [1.8] Copyright © 2020 SDG, Inc. ASCE7-10 ....... . .. .. . ......... . •• ••• •• • • • •• • • • • • • • • • • • •" ` Pagi-rof 9 . . . . . . . . . . • • • • • • Pa�d6 oN•9 •: TENT February 27, 2019 Section - Main Section Enclosure Classification: Open Wall Length (ft) ( Overhang(ft) 1 50.0 0.0 2 30.0 0.0 3 50.0 0.0 4 30.0 0.0 Eave Height: 9 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Pitched Roof I Slope(:12) WLS4 -- [1.8] Copyright © 2020 SDG, Inc. ASCE7-10 jTOp W2 i W1 A 8 W3 i i W4 Front Righb' A % �� a e __ W1 W4 �Ws W4i w3 W2 •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ' Pagi7of 9 . . . . . . . . . . • • • • • • rage�7.Of5• •: TENT February 27, 2019 Composite Drawing { ! f 1 ! f� 31 A B i i i { 4 v\ WLS4 — [1.8] Copyright© 2020 SDG, Inc. ASCE7-10 ............ . ......... . • . . . • ............ .• ••• • .. • • • • • . • • Pagh'OPT • •• •• • FP�9VRafj• •• TENT February 27, 2019 ASCE7-10 MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 1 I # 1 Surface I z (ft) q (psf) I G Cn I GCpi I Ext Pres (psf)I Net w/ +GCpi (psf) I Net w/ -GCpi (psf) I1 Windward Wall N/A 2 Side Wall N/A 3 Leeward Wall N/A 4 Side Wall N/A Case A- Clear Flow , coo A Windward Roof 12.8 3.7 0.90 1.20 0 t:" B Leeward Roof 12.8 3.7 0.20 EO. rr pS Case A - Obstructed A Windward Roof 12.8 3.7 0.90 -0.90 0 -3.0 B Leeward Roof 12.8 3.7 -0.90 -3.0 Case B - Clear Flow A Windward Roof 12.8 3.7 0.90 -0.10 0 -0.3 B Leeward Roof 12.8 3.7 -0.90 -3.0 Case B - Obstructed A Windward Roof 12.8 3.7 0.90 -0.50 0 -1.7 B Leeward Roof 12.8 3.7 -1.40 -4.7 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. WLS4 - [1.8) Copyright © 2020 SDG, Inc. .. ... . . . . . .. . ......... . .. ... .. . . . .. • • • • • • • • • • • • • • •• • • • • • • .... ....... . • ... . . . . • • 0 0 14' 4" 14' a" S `i]1�111 �i�l c, 4`JS ti GJr vq . tb' li4"_ — — —� _ — 76' l ia' 16' 1; 4" 16' 114' CABLES _ _ _ _ _ _ _ _ _ 4—CABLES n 76'1i4' 6 L/ J" 1 a' a" 14' a° ECONOMYTENT fNTERNATfONAL AN j.U0= COMPANY Frame Sketch 30' x 50' CLASSIC 4 9'4" x 2" Side Bars 8 14'4" x 2" Side Bars 2 9'4" x 2" Top Bars 4 21'8-1 /4" Double Barrel Truss 8 16'1 /4" x 2" Mid Rafters 4 Steel Corner Fittings 1 Steel 4-Way Top Fitting 2 Steel 6-Way Top Expansion Fittings 8 Steel Mid Leg/Rafter Fittings 12 7'- 9' Adjustable Legs w/ Base 1 Cable for Cross Bracing 12 30" Steel Stakes 12 14' of 1 /2" Rope - - - - - - - Additional cross bracing recommended .. ... . . . . . .. . ......... . .. ... .. . . . .. .. ... .. . • . . . .. . . ..... . .. .. . Ole . . ...... . .... ....... . Tl= 800-438-3226 j EM: sales@ecpnor iyter>;..c�Mj j: epoppytent.com . .. .. . . . .. .. ... . . . ... . . 14' 4" t 4' 4" 17 "9 d, 16'1i4' CABLES •— _ � 161!4'ct a,. a .6 L! 14' 4" 14' 4" 0 "v CABLES a ECONOMYTENT i NTIE=RNAT1 ONAL- AN FZMMM COMPANY Frame Sketch 30' x 50' CLASSIC 4 9'4" x 2" Side Bars 8 14'4" x 2" Side Bars 2 9'4" x 2" Top Bars 4 21'8-1 /4" Double Barrel Truss 8 16'1 /4" x 2" Mid Rafters 4 Steel Corner Fittings 1 Steel 4-Way Top Fitting 2 Steel 6-Way Top Expansion Fittings 8 Steel Mid Leg/Rafter Fittings 12 7'- 9' Adjustable Legs w/ Base 1 Cable for Cross Bracing 12 30" Steel Stakes 12 14' of 1 /2" Rope - - - - - - - Additional cross bracing recommended • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • 0 • • • 0 •• • • • • • • • • •. • . • • • • • •••• • ••• • TP. 800-438-3226 1 EM: sales@ecQnor;, tn> cvm: l : eaorwr;ytent.com . .. • . . .. .. ... . . 0 . • • 0 . YENAN TOMAS LEYVA PE # 67416 7066 SW 44th Street Miami, FI 33156 TEL.786-326-9877 FAX.305-485-9011 FINAL SUMMARY REPORT CLASSIC FRAME TENT SYSTEM INDEX: 1.- SUMMARY 3U X 30' WITHOUT SIDEWALL-------------- 14 pages 2.- SUMMARY 30' X 30' WITH SIDEWALL------------------- 15 pages 3.- SUMMARY 30' X UNLIMITED WITHOUT SIDEWALL---- 15 pages 4.- SUMMARY 3V X UNLIMITED WITH SIDEWALL--------- 16 pages S: SUMMARY 4VX40'WITHOUT SIDEWALL-------------- 14pages 6.- SUMMARY 40' X 40' WITH SIDEWALL------------------- 17 pages 7: SUMMARY 40' X UNLIMITED WITHOUT SIDEWALL---- 17 pages 8.- SUMMARY 40' X UNLIMITED WITH SIDEWALL--------- 18 pages .. ... • . . . . . • • . .. .. ... . . .. . . . ... . . . .. .. • 00 ••• . • . • • . • ... . . . . ... . .• .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . YENAN T. LEYVA, P.E. 7066 SW 44th Street Miami, F133155 FINAL SUMMARY REPORT CLASSIC FRAME TENT SYSTEM (30' Wide Unlimited Length without Sidewail Model) t EXCLUSIVELY FOR: ECONOMYTENT INTERNATIONAL ....... . .. .. . ......... . .. ... .. . .... .. . . ..... . . . . ... . ... . .... ....... . . ..... . ... . ...... . .... .... . . .... . YENAN T. LEYVA, P.E. 7066 SW 44th Street Miami, F133155 MATERIALS: Members: Aluminum Alloy 6006-T6 Plowable Stress for Components: Bending: -For round or oval tubes: Fb = 24000 psi Unwelded Metal Shear Fb = 12000 psi Unwelded Metal Elasticity Modulus E = 10100 Ksi Members: Carbon Steel Gator Shiel Fy = 60 Ksi Allowable Stress for components: Bending: Fb = 33000 psi Shear Fs = 20000 psi DESIGN INFORMATION: Florida Building Code 2010 Aluminum Design Manual, 2010 Wind Loads, ASCE 7 -10 DESIGN LOADS: Uniform Dead Load = 2 -psf This is the self -weight of the tents' frame, fabric and hardware Wind Load: American Society of Civil Engineers/American National Standards InstituteASCE/ANSI 7-10 Wind Load requirements for Wind Speed 105 miles/hour (3 second gust Wind Speed); Exposure Class C. (See A"ind Load Calculation) .. ... . . . . . .. . ......... . .. ... .. . . . .. V. . . .. . . . . . . . ... . ... . .... ....... . . . . . . . . . . . . V .. . . . .. .. ... . . . ... . . YENAN T. LEYVA, P.E. 7066 SW 44th Street Miami, Fl 33155 STRUCTURE DESCRIPTION: 30' Wide Unlimited Length, Frame tube (See SAP2000 Model) Aluminum Pipe 2"x1/8" Aluminum Double Barrel Truss (see sketch) Steel Fitting: Pipe OD 1.66" Ga 14 INPUT DATA: See wind load Calculation (see sketch) Neg wind load = %viiw := 8.3psf Pos wind load = wpw := 5.5psf Roof Dead load = Rdl = 2•psf Roof Live load = R11:= 5•psf TRIBUTARY LOAD ON FRAME 30' X UNLIMITED Tributary Area Corner = A�= 125.6f 2 Tributary Area Intermdiate frame = B = 167.7ft2 TributarvArea (Comer). Wneg :_ wnw.(15 ) Wneg = 69.5 lb ft Fxneg:= Wneg•(stn(27.31806)) Fxneg= 31.6 ft Ib Ib 141 Fyneg := Wneg•(c+7 3.1806)) Fyneg = 61.9 ft Positive Wind Load applied on shell element in SAP Model GRAVITARY LOAD Dead Load applied on shell element in SAP Model . .. . . . . ... . .. ... .. . . . .. 686 .. . • . . . . • . ••. . ... . . .. ... . . . . . . . . . . . . • •• •• • • • •• •• ••• • • • ••• • • YENAN T. LEYVA, P.E. 7066 SW 44th Street Miami, F133155 TributaryArea (Intermdiate frame). one :_ ��tnw� 10R) Wneg = 139.2 Lb fl F .= Win. in(27. 3.1416.) Fxneg = 63.2 � & = Wneg•(cosl 27.3.t806)) Fyneg = 124 lb ft Positive Wind Load applied on shell element in SAP Model GRAVITARY LOAD Dead Load applied on shell element In SAP Model Live load applied on ridge Wll := Rll•(16.75ft) Wll = 83.8 ft For tributary load see attach schemac. For the Structure Forces' calculation see SAP2000 Results. DESIGN SUMMARY According to the calculations, the stress of the tubes is less than what the material allows for Winds 105 mph according to FBC 3105.4.2.1. The frame was verified with cover. (See Calculations) Tents are engineered to withstand up to 75 mph winds with fabric on frame. Fabric must be removed from frame for winds in excess of 75 mph. according FBC 3105.4.1 The Lab Test results of the steel fittings ( the joints of the elements) are more resistant than the tubes, therefore, they can take the force for which the structure was designed •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • -�o,yjc Low, 30} x .. . 0. .6 . . • .... ....... . . . ...... .. .. • . ...... .... 00 0000 Md 12s�, mash amen Gertrat Panel Ares: 18p96•73 102 12�,� s�- 22r2r m1w DIRECTION y = 0' ,180, WIND DIRECTION Y=90 WIND DIRECTION PTIyH M FJ-XH 9 V NEGATIVE Urm POSITIVE MAIN WIND EGRCE RESISTING SYSTEM NEGATIVE POSITIVE 9med= 5.5 psf • . .. • .. . • . . • • • . . . .. ... .. . . . .. .. • • . see 0-0 000 Soo • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11/30/13 15:59:55 1M 43.1 197 79-11 p9 76-! 9 _1 1 •t •I - �84}I 7� ti�w S-1 a 19- 1 -1 • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • ••• • ••• • ••• • • • • ••• • • SAP2000 v14.2.0 - File:model load 30xUnlIm. w/o1]t sidewgd4W Clod -3-u view --1q, n, r units ••• 0 0 • 000 • 0 SAP2 00 0 - 11/30/13 16:01:02 Irl 43-1 t ��e t19 73-1 _ 1 S `qb tip* S-1 � a -1 ...•... • .. .. . ......... . .. ... .. . . . .. • . . . . . . . . . . • . . .• . . . . . . . . .. . • . • • . . . ..• . ..• . ... . . . . ... . . P2000 v14.2.0 - File:model load 30xUnlim. wlocit sidewalldead load -Frame Span :_oaQis•WlfjD;NEj3) OWMfined) - Ib, ft, F Unii 000 0 0 • 000 0 0 SAP; SAP2 O O O 11/30/1316:01:21 ... • • . 009 . SAP2 O O O 11/30/1316:02:21 KOX SAP2 0 0 0 11/30/1316:03:18 M model Model 30 x unlimited without sidewali.SDB 14. Design summary Table 34: Aluminum Design 1 - Summary Data - AA-ASD 2000, Part 1 of 2 173 15.0000 0.6D+WNEG 2.00ODXO.125W Beam 0.432661 PMM ALL 174 15.0000 0.6D+WNEG 2.00ODXO.125W Beam 0.426466 PMM ALL 175 16.0000 0.6D+WNEG 2.00ODXO.125W Beam 0.426202 PMM ALL 176 0.0000 0.6D+WNEG 2.00ODXO.125W Beam 0.426398 PMM ALL 177 9.0000 0.6D+WNEG 2.000DX0.125W Column 0.030043 PMM ALL 178 0.0000 0.6D+WNEG 2.00ODX0.125W Beam 0.426099 PMM ALL 179 15.0000 0.6D+WNEG 2.00ODXO.125W Beam 0.432319 PMM ALL 182 0.0000 0.6D+WNEG DOUBLE Brace 0.365283 PMM BARREL 183 0.0000 0.6D+WNEG DOUBLE Brace 0.365220 PMM BARREL 193 4.1926 0.6D+WNEG 2.00ODXO.125W Brace 0.469065 PMM ALL 194 0.0000 0.6D+WNEG 2.00ODXO.125W Brace 0.300468 PMM ALL 195 16.0000 0.6D+WNEG tube2in Beam 0.238680 PMM 196 8.3863 0.6D+WNEG 2.00ODXO.125W Brace 0.079826 PMM ALL 197 8.3853 0.6D+WNEG 2.000DX0.125W Brace 0.122990 PMM ALL 22 0.0000 0.6D+WNEG DOUBLE Brace 0.321919 PMM BARREL 27 1.4337 0.60+WNEG tubs21n Brace 0.108086 PMM 28 0.0000 0.6D+WNEG DOUBLE Brace 0.336825 PMM BARREL 32 0.0000 0.6D+WNEG DOUBLE Brace 0.142081 PMM BARREL 58 0.0000 0.6D+WNEG 2.00ODXO.126W Brace 0.118240 PMM ALL 59 0.0000 0.6D+WNEG 2.000DX0.125W Brace 0.067101 PMM ALL 61 6.9516 0.6D+WNEG 2.000DX0.125W Brace 0.106592 PMM ALL 33 7.3853 0.6D+WNEG 2.000DX0.125W Brace 0.060141 PMM ALL Table 34: Aluminum Design 1 - Summary Data - AA-ASD 2000, Part 2 of 2 Table 34: Aluminum Design 1 - Summary Data - AA-ASD 2000, Part 2 of 2 SAP2000 04.2.0 - 15 November 2013 2 No Messages No Messages No Messages 7 No Messages No Messages No Messages.. • . . . . .. 9 No Messages No Messages No Messages : •.: : + 10 No Messages No Messages No Messages • : : : : : • + • • 14 No Messages No Messages No Messages • • • • • • • • • 16 No Messages No Messages No Messages 36 No Messages No Messages No Messa"s • • • 37 No Messages No Messages No Clessages • • • • • • • • • • • . . • • • . 52 No Messages No Messages • • • • No Msssag �s+ •. • • • • • • • • • • I R :.: Page 61 of 62 . . . . . . . . . . . .. .. .. . .. .. model Model 30 x unlimited without sidewall.SDB 14. Design summary SAP2000 v14.2.0 - 15 November 2013 Table 34: Aluminum Design 1 - Summary Data - AA-ASD 2000, Part 2 of 2 53 No Messages No Messages No Messages 75 No Messages No Messages No Messages 106 No Messages No Messages No Messages 107 No Messages No Messages No Messages 111 No Messages No Messages No Messages 112 No Messages No Messages No Messages 113 No Messages No Messages No Messages 114 No Messages No Messages No Messages 115 No Messages No Messages No Messages 116 No Messages No Messages No Messages 117 No Messages No Messages No Messages 118 No Messages No Messages No Messages 119 No Messages No Messages No Messages 120 No Messages No Messages No Messages 172 No Messages No Messages No Messages 173 No Messages No Messages No Messages 174 No Messages No Messages No Messages 175 No Messages No Messages No Messages 176 No Messages No Messages No Messages 177 No Messages No Messages No Messages 178 No Messages No Messages No Messages 179 No Messages No Messages No Messages 182 No Messages No Messages No Messages 183 No Messages No Messages No Messages 193 No Messages No Messages No Messages 194 No Messages No Messages No Messages 195 No Messages No Messages No Messages 196 No Messages No Messages No Messages 197 No Messages No Messages No Messages 22 No Messages No Messages No Messages 27 No Messages No Messages No Messages 28 No Messages No Messages No Messages 32 No Messages No Messages No Messages 58 No Messages No Messages No Messages 59 No Messages No Messages No Messages 61 No Messages No Messages No Messages 33 No Messages No Messages No Messages • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • I R_ ; ; ; :. ; ; Page 62 of 62 . ...... . .... - POST POSITION LATERAL Y _ - GRAVITY UPLIFT Lb lb Lb CORNER POST 349 197S -43 MID POST 388 536 -1318.16 0 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Miami Shores Village 2019 Concert in the Park March 10, 2019 4:OOPM-7:OOPM 9300 NE 2" d AVE Miami Shores, FI 33136 Angie Dorney (305) 582-7970 Chris Miranda (305) 525-9436 FOR REFERENCE rONLY � y� AMBDADE CO.-<%w mEDEPARTMENT BLDG. PERMR-,� PyAtAP ) FIRE SUPPRESSION �. LDATE j® • , :.: r 7 71 AM — - -- _ APPROV90 40-person max MIAMI BABE EQUNTy IRS pgPARTME NT BLDG. PERMIT " FIREALARM jDATEJC—);--23:--t"�' E SUPPRESSION WATER MAIN EXT. e�'. L NO SMOKIN=SIGN Open Sides Pole Tent with Plywood Platform on grade, '/:" change in elevation. CONTROL NO. CUSTOMER ORDER NO. CUSTOMER INVOICE NO. YARDS OR QUANTITY COLOR SIZEITYPE DATE PROCESSED 1812290034 #39 IP/2018-1226A01 13,114 yds WHITE 18 oz, 62 inch width December 19, 2018 THIS REPRODUCIBLE ARTWORK IS FORTHE EXCLUSIVE USE OF STATE FIRE MARSHAL REGISTERED CONCERNS AND INDIVIDUALS FOR THE PRODUCTION OF RBOUIRED FORMS FR3 (Revises 01103111) Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 March 6, 2019 Re: Concert in the Park 9300 NE 2nd Ave. Miami Shores, Florida Folio No. 11-3206-013-2940 Permit No. CC-03-19-497 Miami Dade County Process No. M2019-009115 To whom it may concern, Please accept this letter as a formal notification that a certified electrical inspector for Miami Shores Village will inspect the electrical system for the special event schedule for Saturday, March 9, 2019. The inspector will verify compliance with the requirements of the 2015 NEC and with NFPA-70 as applicable for the project. Please feel free con contact me if you need additional information at 305-795-2204 or via email at bo@msvfl.gov Sincerely, Ismael Naranjo, BO Building Director. M m 3 c 6 3 N y � � a ra>, 10-0. I I Z � J m z 0 0 Cn o Miami Shores Village 2019 Concert in the Park March 10, 2019 4:OOPM-7:OOPM 9300 NE 2"d AVE Miami Shores, FI 33136 Angie Dorney (305) 582-7970 Chris Miranda (305) 525-9436 . ..... . .. .. . ......... . 1� X M n m Q • •• • . • •• •. 30" x 30" Pole Tent Open Sides Pole Tent with Plywood Platform on grade, %" change in elevation. .. ... . . . . . .. . .. . . . . ... . .• ... .. . . . .. •• its • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • ••• • • •• •• • • • •• •• ••• • • • ••• • • • • • • • ...... . . . . MUMI-DADS FlU kic� NWhIdOld Wsp No: prWact Name: Ad�rrea:�; INITIAL REVIEW DATE i 03 -Olp-1 �n'� Di•apP L . Not Applicable 7.'U E/ Revision Process No: DATE Approved Disapp Not Applicable "THIS 151vU'1' A PERMIT. MUST PROVIDE FIRE MUNICIPAL INSPECTION REQUIREMENTS AND RECORD CARD AT THE TIME OF A FIRE INSPECTION.