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CC-02-19-255, 11300 NE 2 AveQ\ BUILDING PERMIT APPLICATION `❑ BUILDING ❑ ELECTRIC Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138<{� Tel: (305) 795-2204 Fax: (305) 756-8972 /1 Q w INSPECTION LINE PHONE NUMBER: (305) 762-4949 %. _ 0 FBC 2onA Master Permit No. CC - 0Z' 1 (" &5 Sub Permit No. ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP n CONTRACTOR DRAWINGS JOB ADDRESS: 11-34d Pd Z jo Qww lst r'% City: Miami Shores County: Miami Dade Zip: 3 314 / Folio/Parcel#: Is the Building Historically Designated: Yes NO - Occupancy Type: uA,v% Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): :T t�Ay'x Phone#: Address: t 13 co _/�� 2 d 9j / City: `-�+ S�cr State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: e�,ir�.� Qo,✓�-� L�. Phone#: Ii'S `/ 275�i Address: x 2-9 < we s 7 2 Es &11_ _ City: p: 3 3 Oj Qualifier Name: &P�-^J0 t .v e4AJ(J Phone#: 1!5 V 715 State Certification or Registration #: PP1`!� Q l 0 6 e Certificate of Competency #: �_;00 DESIGNER: Architect/Engineer: Ski G� Q' Fi V� � aK;m��oo t vlL Phone#: _""a 0.5 --t i '?o Address: TUrJ'V` T)„X/�e IILU- ,14 City: (tor — Value Ptn�.)s tate: �� Zip: "� ► of Work for this Permit: $ Square/Linear Footage of Work: d+� Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ '�:_;o ' Permit Fee $ CCF $_ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) a 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 W Ael OWNER or AGENT The foregoing instrum nt was acknowledged before me this day of L_ /� l� 20 by 5l% QS QM.rt�R�n i, nwsonally known to me or who has produced as identification an who did take an oath. NOTA UBLIC: Sign: Print: Seal: Am APPROVED BY (Revised02/24/2014) Signature c�RAe The foregoing instrument ,*was acknowledged before me this O'Y day of,� Fa-(9�u 20 i `�i by i� l� kndkej0 who is personally known to me or who has produced p rfd-t/ t t c ej,.c- f- as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: NOWPublic State of Florida Bertha Dieguez MY Commission GG 237350 6w F Expires 07I1112022 Plans Examiner Structural Review *********** Zoning Clerk Miami Dade Fire Rescue Special Request Plans Review Office: 786-315-2771/Fax: 786-315-2922 Note: Our department will make every effort to have Fast Track review within 3-5 business days and Drop Off review within 9 business days. I have read the above NOTE and I am requesting a Special Request Plans Review (SRI) to be scheduled as soon as possible at the rate of $215 for the first hour and $73 per each additional hour in addition to the review fees. Minimum charge one -hour. Date: y —�' =1-1Ci Project Name: Tfe_ r'(ax L.4 t�n t Process Number: Print Name: UvCaCn c^n \i` 'z Signature: Contact Phone # 1: #2: C�L4 — c:-,�> --- " 4c',AH 17 For office use only: Application Received By: Date Application Received: Date Plan Received: Miami -Dade Department of RegulatoryResources CONTACT INFORMATION FOR PERMIT APPHCAI ION FIRST NAME (print clearly) LAST NAME (print clearly) [,-, ' c, 1Ae"( rc; d MOBILE PHONE OFFICE/HOME PHON AI V z EMAIL (required so you can be notified on the status of your plans) (�c�► ,� h i io ,ct icc, wV/ Z2 Vz COMMENTS y I i If you are submitting a municipal plan, please provide the municipal process number(s) artd ensure the mu pal application is in the office set of plans. a o� ' apply) Please indicate if plans qualify for the following expedited plan reviews: ❑ GOV'T PROJECT/DEPT ❑ GREEN BLDG* (new construction only) ❑ PACE PROJECT* ❑ AFFORDABLE/WORKFORCE HOUSING* ❑ ECONOMIC SIGNIFICANCE* ❑ CONCIERGE (*Pursuant to Ordinace 99-140; Ordinace 05-115; and Ordinance 08-51. Project may have additional requirements.) REQUESTED PLAN REVIEWS (check all that apply for rework only) ❑ ALL ❑ BLDG/HCAP ❑ DERM ❑ ELEC ❑ ENRG ❑ ROOF ❑ LANDSCAPING ❑ MECH ❑ PLUM ❑ PWKS ❑ PWCC ❑ SIGN ❑ STRU ❑ ZNPR ❑ WASD ❑ PWIF ❑ LPGX ❑ PERMIT AFFIDAVIT CHECK ❑ SHORT TERM EVENT AFFIDAVIT OPTIONAL PLAN REVIEWS (check all that apply) ❑ BLDG ❑ ELEC ❑ MECH ❑ PLUM ❑ STRU OPR DERM INITIAL REVIEWS (check all that apply) ❑ DERM CORE ❑ DERM SPECIALTY (You will be notified after core review is complete for additional fees) OPR DERM REWORK (OPR for specialty only available at PIC) ❑ TREE ❑ GREASE ❑ ASBESTOS ❑ COASTAL ❑ AIR ❑ TANKS ❑ INDUSTRIAL ❑ WETLAND ❑ PRETREATMENT ❑ CORE ❑ FLOOD ❑ PAVING & DRAINAGE FOR OFFICE USE ONLY To be completed by Permit and Occupancy Representative or Plans Processing Specialist APPLICATION DATE CLERK NAME ARRIVALTIME 02--0_�I�� 6�1 --/ :0� PROCESS NUMBER PROCESS C� PROCESS NUMBER �^ PROCESS NUMBER C)� m �V ('I ��— t 5 PROCESS NUMBER PROCESS NUMBER PROCESS NUMBER ❑ RE -ISSUE ❑ PLAN REVISION ❑ REWORK ❑ SHOP DRAWING MIAMI•DADE Herbert S. Saffir Permitting and Inspection Center, 11805 SW 26th Street, Miami, Florida 33175-2474 T 786-315-2100 miamidade.gov/permits = l� 123 01-249 12/18 WCOUNWIM] MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND E ONOMIC RESOURCES Building Representative/Specialist Name: Date: / Process Number(s): *MUNICIPALAPPLICATIONS 147TH A DERM REVIEW REQUIRES DERM STAMP AFTER PAYMENT IS MADE. ❑ Yes (Please proceed to the Cashier Section) ' Jo (Please check below for pending and/or disapproved reviews. Please note.: Disapproval comments are attached to the office copy of the plans) PLANS ARE NOT READY FOR PERMIT FOR THE FOLLOWING REASON(S): ❑ Impact Fees (Please proceed to Windows 9, 10, or 11 near the Cashier Section) ❑ Owner's Quiz required (Please proceed to the 211 Information Counter) ❑ Permit By Affidavit/Short Term Event—CCHK ❑ CQUA (Please proceed to the 21," Information Counter) ❑ DBLB (Please proceed to the Building Code Violations and Unsafe Structures Office located on the 2"d floor, Room 230) ❑ Contractor Licensing Section - Located on the 2nd floor, Room 207 ❑ Zoning Services Section, Room 106 LANS ARE PENDING:XHE FOLLOWING REVIEWS) /AGENCIES: ❑ Plumbing ❑ Electrical ❑ Mechanical i❑ Building ❑ W.A.S.D. ❑ Structural ❑ Zoning ❑ Planning ❑ D.E.R.M. ❑ P.W.I.F. ❑ Fire ❑ Public Works ❑ Public Works Concurrency ❑ HRS ❑ EFUS / ENFC (Please proceed to the Building Code Violations and Unsafe Structures Office located on the 2"`' floor, Room 230) ❑ DRY RUN / PERM (Please proceed to the Permit Records Section — Windows 9-20) Disapproval comments for the following disciplines can be addressed at the 211 Information COLlnterTuesdav through Friday during the hours of 7:30 a-m. through 12:00 p.m. ❑ Plumbing ❑ Electrical ❑ Mechanical ❑ Building ❑ Structural ❑ Roofing ❑ Planning ❑ Zoning Disapproval comments for the fWVVA,S, encies can be addressed at their respective counters located behind the V' Information Counter on the P, ❑ D.E.R.M. ❑ Public Works ❑ HRS ❑ P.W.I.F. ❑ Public Works Concurrency. (.located on the 1 floor —Room 140) 121 01-1,19 G/I6 I .. ili�bo ..ca MIAMI, FL. 33175 786-315 2381 Merchant 1D: 530314459 Term ID: 0010540000530314459307 Sale zzzzzzzzzzz2009 AMEX Entry Method: Chip/Swiped Total: $ 299.50 02/13/19 09:17:35 Inv #: 000000007 Appr Code: W781 Apprvd: Online Cu5t011« LQa J(il, MIAMI-DADE COUNTY DEPT. OF REGULATORY & ECONOMIC RESOURCES 02/13/2019 09:18 REGISTER : TCPM937C CENTRAL CASHIER : 6262 TRANSACTION #: 26190213M PROCESS PERMIT FEE DLIE M2019007475 201902%03 $299.50 TOTAL : $299.50 CREDIT TENDERED: $299.50 TOTAL : ---�_$299.50 CHANGE ISSLED $0.00 - MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 02/13/2019 MUNIp�L NO �^,� ^ 2019-029603 FOLIO: 1 121360000050 l� -L JOB SITE ADDRESS 11300 NE 2 AVE ^� PROPOSED USE SCHOOL BUILDINGS /TEMPORARY TENT LEGAL 36 52 41 40 AC SE1/4 OF NE1/4 LESS E35FT & LESS APPLICATION TYPE 0 SOFT 1 UNITS 1 FLOORS OWNER NAME BARRY COLLEGE CONTRACTOR QUALIFIER PERMIT TYPE MUNICIPAL BLDG CATEGORIES 0008 MUNICIPAL CANVAS AWNING DATE: 2/13/2019 PROCESS NUMBER: M2019007475 NEW *AMOUNT PAID 299.50 mm^w TOTALS FIRE 220.50 *FRWK �» 79.00 *UBS1 0000000.00 *UPMU 0000000.0 0 FIRE 3 TENTS (50 TO 219.00 FIRE 1 TENTS UPFRONT 71.50 FIRE 1 TENTS -OVER 40 73.00 FRWK 1 1ST FIRE MINO 79.00 UBS1 1 BLDG 7.5% UPF 1.88 UPMU 1 UPFRONT FEE F 25.00 2/13/2019 09:18 G262 261902130020 TCPM937C CENTRAL 299.50 ^" ^ _ ���� � , -�xm���� win � MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 02/13/2019 MUNICIPAL NO.2019_029603 PROCESS NO. M2019007475 FOLIO: 1121360000050 JOB SITE ADDRESS 11300 NE 2 AVE P ROPOSED USE SCHOOL BUILDINGS /TEMPORARY TENT T� REQUIRED INSPECTIONS INIT DATE ` m FIRE 0008 FIRE —TENTS 209 FIRE FINAL n MIAMI-DADE COUNTY wra 'HV'r) RECORL 0 0 1 N' j I 'D - 0 2_1 9 Li3 ll ZZ 12" 1 0 0 7 47 FOL. 10 - 1. 3 6 1210, Q! 0 0 5 AVE REISS 1,17,0 N P ROPOSE-. D USE SCHOOL BUILDINSS RErutilRED lM,-"PElr',TTol.jjS I RE OOOP F'l RE -TENTS 209 FIRE FINPL MUNICIPAL INSPECTION REQUIREMENTS AND RECORD 02/13/2019 -� MUNICIPAL NO.2019-029603 PROCESS NO. M2019007475 FOLIO: 1121360000050 . r- � JOB SITE ADDRESS 11300 NE 2 AVE PROPOSED USE SCHOOL BUILDINGS /TEMPORARY TENT TO SCHEDULE A FIRE INSPECTION, PLEASE VISIT THE WEB AT WWW.MIAMIDADE.GOV/BUILDING OR WWW.MIAMIDADE.GOV/FIRE. YOU WILL NEED TO PROVIDE YOUR TEN DIGIT MUNICIPAL INSPECTION NUMBER AND INSPECTION TYPE. THE INSPECTION TYPE CAN BE FOUND ON YOUR too INSPECTION REQUIREMENTS AND RECORDS CARD. IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING AN INSPECTION, -~^ ^U' SCHEDULING A PRELIMINARY INSPECTION, OR LOAD BANK TEST INSPECTION, PLEASE CALL FIRE PREVENTION AT 786-331-4800. IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING A PLAN REVIEW, PLEASE CALL FIRE ENGINEERING AT (786) 315-2771. **BE ADVISED THIS IS NOT A PERMIT. PERMIT IS TO BE ISSUED BY YOUR CORRESPONDING MUNICIPAL BUILDING DEPARTMENT. ' MUAM&—DADE COUNTY Ora RECORD 0E:/13/201� �UNICIPAL NO W19—�29603 PR8CESS NO. M20l90Q7475 FOLIOc 1121360�00 JOB SlTE ADDRESS 11300 HE 2 AVE PROPOSED USE SCHOOL BUILDINGS .!TEMPORARY TENT TO SCHEDULE A FIRE INSPECTION, PLEASE 0I1-311" THE WEB AT WWW.MIAMIDADE.GOV/BUILDING OR WWW.MIAMIDADE.GOV/FIRE. YOU WILL NEED TO PROVIDE YOU� G NUMBER AND INSPECTION TYPE. THE ON YOUR INSPECTION REQUIREMENTS ANT)''RECORDS CAM IF YOU HAVE ANY QUESTIOINSPECTION, SCHEDULING A PRELIMIBANK TEST INSPECTION, PLEASE CAL 00. ' IF YOU HAVE AN. ._E~T ^ LAN REVIEW, PLEASE CALL FIRE **BE ADVISED THIS IS N E ISSUED BY YOUR CORRESPONDING W, U S, U ,X5`, REOULA . We . . .. .. 00 . .. .. ... . . . ... . . ,y 14 •• •• • • • •• •• • • • • • • • • • ♦ • • • • • • • ♦ • • • • • • • • ` � ter"" _ _�✓ �i✓ r l�M✓"„b+11"`Z �.. �w+E+'s' F:.A�.a. t w9 .✓ kPo • a'„.. is . • • • ♦ •• ♦ • -� tit- 20 r� u i Li, Z ��.e 113UL 11300 N� 2nd k e 2rld A x_ ICJerU �r�o ��S B Scope of Event k Barry Horne coming and Bulky fest Zv 'N r. stinguisher �E it F a © 0 �a�� `�'•��� 1- A-1 frank structire f� -,��► �; - There will be h;thrnls Ir,ate less than g feet from tint. p 3- We will provice 4 ExringUishers located 1 on eoch'Conner for the 10x20. WAe-7 6 20x7O ;ir d 4{)x5D al,: ] will pruvidc 6 sIir7n iishi:rs for the �40x�,D also rum smokin signs will be located nder the Kf11RLiishers 4 The tent is corn lc:cly open taut still we v ill provicc 2 exit sign as mark on the Kope of the teat, 5- No cooking under the tent �r 20x7O Frame tent r s .. .... ... .. ......... i i]x21 Frame tent�r5ij►c� Ali ``r�T5 Pr Lpit d, E'yt 7— 0 M rmn m 3 �� 9 a i7 (I z � � m > o'a I Z� m :0 0 < z p m M M i�Fi1 �! a � 1 .... ....... . . ..... . ... f;���n7�5rr-r + i 4 ♦�4 19 r =i La y "r "s r". r et 1/ r r 1 Y\ E Y/ i\ Y\ Y\ E\ Y/ Y i/ Y E Y i i Y E• Y/\\/\ i/■ Y Y// E\ 0 Imperial Party Outdoor 8295 West 20 Ave I Hialeah I FL 33014 Phone: 305-822-3355 1 Fax: 1-305-489-6400 Email: info@imperialpartyrentals.com Status: Scheduled Created By: Anais Fernandez Delivery Gate: Tue, Feb 12 2019 Strike Date: Fri, Feb 15 2019 Surface Type: Delivery Method: Delivery Delivery Time: 11 am-1 pm Return Time: 10am-1 pm Driver: Location: Tue Feb-12-2019 DELIVERY TICKET # 65401 Barry University Tiffany Dumant 11300 NE 2nd Ave Miami, FL 33161 Phone:(305)899-3057 Image Name Qty Out In Logistics Early Pick up Fee 1 Services before 12pm Outdoor Department Water Tank 20 Water Tank Cover (White) 20 Linens Tent 20x70 2 -Description: White vinyl w/Aluminum Frame -Aluminum Parts: 16- legs 23-10'pipes 14-12'pipes 4-15'pipe 4- corner 2-7 way crown 14-b i 4-T 1 white cover 20x70 Permit City Fee(Subject to Change Accord. to City) 1 Permit Engineer Drawings for Tent Installation 1 2 - 20x70 Permit Handling Fee 1 Printed on 02/04/19 11:57 am Order # 65401 Page 1 Imperial Party Outdoor 8295 West 20 Ave I Hialeah I FL 33014 Phone: 305-822-3355 1 Fax: 1-305-489-6400 Email: info@imperialpartyrentals.com (Outdoor Department Customer Notes/Instructions -Event name: Homecoming -Location: LSU North Parking Lot Event start and end time: February 13th, 2019 - 2pm - 6pm. February 14th, 2019 - 8pm -lam. Installation Notes I am an authorized individual representing the interest of: (Only for clients that refuse setup and breakdown) -Note that set up and breakdown was refused. This means that at the time of pick up, the chairs, tables and cushions have to be the same way they were delivered. If break down is not properly done a $100.00 dollars fee will be charged to the credit card on file. Signature of acceptance: -Note that your late pick up is schedule for if we come and the event is still on, YOUR EVENT WILL NOT BE INTERRUPTED, but please, understand that for labor purposes we will have to either reschedule the pickup for next day or a fee of $50.00 dollars per every 30 minutes will be charge to the credit card on file. Signature of acceptance: (Only if damages or shortages) TERMS AND CONDITIONS -NOTE: Customer is responsible for INSPECTING AND COUNTING all items and must do so. Also, Customer will be responsible for any damages or shortages at time of pick-up/return.-If at time of delivery Customer sees a shortage or received a damaged item they MUST CALL MAIN OFFICE and report the item within 3 hours of delivery.-Delivery/Pick-up personnel cannot set or change anything associated with delivery, pick-up or equipment. Any and All Changes must be done by CALLING THE MAIN OFFICE. For our Full term and conditions please visit http://imperialeventrentaIs.com/terms-and-conditions. Received By: (Full Name) Printed on 02/04/19 11:57 am Order # 65401 Page 2 �-o W��6) Shackelford Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 February 6, 2019 Building Department Structural Review Section RE: Temporary Tents Client Name: Imperial Party Event Address: 11306-11342 NE 2nd Ave Miami Shores, FL Dear Building Official, 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, Chapter 31, Section 3105.4.2.1 and NFPA 102, Chapter 8 relating to Temporary Tents. If you have any questions, please feel free to call me at 305-609-3652. Res ect 1 g p �,�d'��j1 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. *Prior to the event installer shall notify Engineer in writing when tents are erect, anchored down and ready for inspection. Shackelford 10 Lag BIG IR RN-WIM v 0 1 Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 10 ft. x 20 ft'. TeWorary Tents) Wind Upliit Calculation Sides � I � � I i � I i I � I � � I � ft. ` � I � i I ` � I ` � I � 10 ft. Typ. 20 ft. Wind Uplift Calculation: Tent Size: 10 ft. Anchoring Strata Grass Vert. Attach. @ 10 ft. o.c. x 20 ft. (Bays @ 10 ft. o.c.) 5/8" pol3 Tent Uplift Pressure =13.8 psf (LRFD) Uplift Design Pressure =13.8 psf / 0.9 =15.33 psf (Use 20 psf — Consi Sides Contributing Area: 5 ft. x 10 ft. = 50 s.f. Uplift @ Design Pressure 1000 lbs. Use I ea, 1 %11 x 60" Steel Stake(s): Capacity = 2,7701bs. O.K. Corners Contributing Area: 5 ft. x 5 ft. = 25 s.f. Uplift @ Design Pressure 5001bs. Use I ell. 1%" x 60" Steel Stake(s): Capacity = 2,7701bs. O.K. Corners Typical Section 441,61-21 Thomas Moe P.E. 63863 20 ft. �.(Ob J�Shackelford Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 20 ft. x Varies, TeWoraa Tent Wind Uvlift Calculation Nidnc Corners Ends 10 ft. o.c. typical 5/8" 1 Tent Stal Wind Uplift Calculation: Tent Size: 20 ft. x Varies (Bays @ 10 ft. o.c.) Anchoring Strata Grass Stakes @ 10 ft. o.c. Uplift Pressure =13.8 psf (LRFD) Uplift Design Pressure =13.8 psf / 0.9 =15.33 psf Sides Typical Section (Use 20 psf — Conservative) Contributing Area: 10 ft. x 10 ft. =100 s.f. Uplift @ Design Pressure 2,000 lbs. Use: I eM 1 '/4" x 48" Steel Stake(s): Capacity = 2,7701bs. O.K. Corners and Ends Contributing Area: Uplift @ Design Pressure Total no, of Attachments: 20 ft. x 5 ft. =100 s.f. 2,000 lbs. 3 ea. Uplift per Attachment: 6671bs. Use:] ell. 1 '/4" x 48" Steel Stake(s): Capacity = 2,770 lbs. O.K. Thomas Moe P.E. 63863 � Shackelford Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 40 Lie x Varies, Temporary Tent Wind Uplift Calculation 40 ft. _ �/ --------- ' %r---- 10 ft. o.c. typical Varies Corners Ends 10 ft. o.c. typical 5/8" poly rope Tent Stake Wind Uplift Calculation: Tent Size: 40 ft. x Varies (Bays @ 10 ft. o.c.) Anchoring Strata Grass Stakes @ 10 ft. o.c. Uplift Pressure =13.8 psf (LRFD) Uplift Design Pressure =13.8 psf / 0.9 =15.33 psf Sides Contributing Area: Uplift @ Design Pressure 20 ft. x 10 ft. = 200 s.f. 4,000 lbs. N 6' Typical Section (Use 20 psf — Conservative) Use 2 ea, 1 %" x 48" Steel Stake(s): Capacity = (2) 2,770 lbs. = 5,540 lbs. O.K. Corners and Ends Contributing Area: Uplift @ Design Pressure Total no, of Attachments: Uplift per Attachment: 40 ft. x 5 ft. = 200 s.f. 4,000 lbs. 5 ea. 8001bs. Use I ell. 1 '/" x 48" Steel Stake(s): Capacity = 2,770 lbs. O.K. Thomas Moe P.E. 63863 Shackelford AULTRUM Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 February 6, 2019 Building Department Structural Review Section RE: Temporary Tents Client Name: Imperial Party Event Address: 11306-11342 NE 2°d Ave Miami Shores, FL GRASS Engineering Certification Dear Building Official, As part of the permit package for the structural approval of the above referenced tent with regard to tent stake withdrawal capacities, I submit for your review the following; 1. Sod & Sandy Soil: Withdrawal capacities taken from site specific test performed by Allstate Engineering & Testing Consultants, Inc. dated 2/9/12 (attached) I hereby certify the stake withdrawal capacity, as stated in the attached stake calculation, as being in excess of 2,7701bs. per stake. I hereby certify the capacity of this design as meeting or exceeding criteria set forth in the 2017 Florida Building Code, Chapter 31, Section 3105.4.2.1 and NFPA 102, Chapter 8 relating to Temporary Tents. If you have any questions, please feel free to call me at 305-609-3652 Respect lly, Th as 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. cif 51�tr�lsL��tli�1iL e sj�_ i �t. t�r,c : i ES i pro LASORA t CRIES-ENGINEERS-iiVSAtCT-it�.Al S-PR'fiCcS C�Fy9!Si:-DRsLLti4G-EiA!IRONi?c ri.L SrQTiC5 iyi aMi - 331,'4;2 .^.'tits: 3,r2ndon `:1(_ Shackelford_ :%onto=i Pull Test: on 1.25 dia r 48"' Long Soil Ground anchors C 5530S tit 88 Street ivii2mi FL Dear Shackelford. PUFSL12ni i0 Vdtir reddest, All State Enciinegrino 2nd T esiino Gonsult2nts, Inc (r, iii �_? v:hies; P—WI . Est n. ABII _ono, JOiI Gr ounv' Anchors On Februany gth, 2012 at the above referenced protect. +isc purpose of f eriorming ver ical ( L1PkIY,i:,RD) pull -test on around SnchOr that t:jas lonoi 1 .25" mdi d7;arnetar, tO flat=ii?i to VMS anchors meet the minimum ultimate holding Strength of 2. f 01-bff. with n0 more titan ivo inches (I f4-1 of upvjard movem= , v' 1?flleciion. ' ' its ii%'0DULAR vv2s insiallad iha anchors on asc around- for :he- :aSi. Q :,.7ndLlCi Lh U 'ard pull "testa ti7$ -pliri Ras is: rid-: 77`=: ?ry t.lsinC a uom' en Industries Pull ! ester_ Iliiodel Rlu ber= UFZF. and Di�ICF'`PAC Dial -25 15 tans used to apply se- load and pull ii: Liio 'S;]hitcrCi direction -to record the load 0-10,000 lbs_ The anchor was pre -loaded to one thousand ii?s. and released . The reading re obtained as the loads v!as applied in five hundred ( 500) lhs increrneats Until three (3000) thousand lvs v.,aas retie: ied. Based on the test soil anchor pulled was found -to meet the rininimurn, 2, ? 1 C=ua O't VV`h dG: i$CtiO; i of lass th2n i;•pvvar d. 7` e tas-tresults presented tiers reflect the Condition of the anchor pulled, a$ the tithe of the test. ` e appreciate the opportunity to have lbeen of service - to your cornpany. Should you have any, quesFions Or comrnan s_ Oleasa aai w =_ C?niaCt out incerelir tours, t'4�Lasaam Quaar, RE 5'r,i6 i Special Inspector 115 T ESTING MI ,(SUL i AN i S. INI inspector: Sha pi Sindhu 2380 West ; 8t' Streel; Hialeah. Florida 330*16 phone: 305-888-33 `fin. 3Ll- C-- ,, ' MECAWind Version 2.1.0.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2019 www.mecaenterprises.com Date 2/6/2019 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 = 40.00 ft D: Roof Length along Ridge= 100.00 ft Ht: Mean Roof Ht = 15.00 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 = 0.89 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.86 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Figure 6-18B Open Building -Pitched Roof L M 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 Notes: 1) Cnw- Net Pressures (contributions from top and bottom surfaces for windward roof surfaces. Notes: 2) Cnl- Net Pressures (contributions from top and bottom surfaces) for leeward roof surfaces. Gamma = 90 degrees, Clear Wind Flow Length Along Roof Angle Load Cn Wind Pressure Along Ridge Ridge of Roof (Theta) Case Psf Psf ----------------------------- ------------- ------------------------- <=15.0 Theta<=45 deg A -0.80-13.848 B 0.80 13.848 >15.0&<=2*15.0 Theta<=45 deg A -0.60-10.386 B 0.50 8.655 >2*15 Theta<=45 deg A -0.30 -5.193 B 0.30 5.193 Notes: 1) Cn Net Pressures (contributions from top and bottom surfaces). Notes: 2J'plus and minus signs signify pressures acting towdrds and away from:;the top roof surface, respectively. a M1 4 ' f ==o o _0 i�.SC JE Process No: Municipal Insp No: Project Name: Address: INITIAL REVIEW DATE Approved Dislipp Not Applicable It Revision Process No: DATE Approved Disapp Not Applicable ** THIS IS NOT A PERMIT. MUST PROVIDE FIRE MUNICIPAL INSPECTION REQUIREMENTS AND " RECORD CARD AT THE TRKE OF A FIRE INSPECTION. 1-1 6 .. '. 0 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 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES �I PROVIDE MUNICIPAL PROCESS NUMBER HERE � U. Job Address ;� '(l'� Gad l_ Z Contractor No. W 0o Last four (4) digits of Qualifier No. CFDC)D Z o W Folio a a Contractor Name ,lC:i \fit �� > Lot Block ¢ z p Qualifier Name C;ilr'�cy o a 12 Subdivision PBpg p U. v z Address Ct.D C 004"e CityState Zip Metes and bounds [ ] New Construction on Vacant Land [ ] Demolish + Current use of property Cn [ ] Shell Only U. [ l Alteration Interior [ ] Addition Attached Og [ ] Alteration Exterior [ ] Addition Detached _ Description of Work :t,: C'yOvr 4 a>o [ ] Relocation of Structure [ ] Re -Roof S Ft. `� ` Units Floors q' a [ ] Enclosure [ ] Foundation Only [ ] Repair [ Tent [ ] Repair Due to Fire Z, 0 -T � Value of Work ] MBLD" [ ] Chg. Contractor Owner \R1-Y W Address a Category U MELE N [ ] Re -Issue W a [ ] N [ ] Re -Stamp N `��Y(C'�, City , State VVZip3`5\lC\ [ ] MPLU Revision Phone cc[ a ] MLPG [ ] MMEC w w [ ] Not Applicable for w 3 Last four (4) digits of [ ] FIRE oc Fire o Owner's Social Security No. Name LC���A ,`hex ilCl'(l��Z Owner SACC�( )2= z Address \L�j `ti FJ Gv� Address \M\ Ckvvx State Zip 3-� \r�� City \ State'�Zip ccCity 0 z CC W _�(�`�, Phone -£b lv-�� - O'�iv a Phone J Z 1 am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of a �^ cc one -hour Please contact the Fire Department for current rate. 1st Request: Date:CL m w w 2"d Request: Date: 31d 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 BUILDIN13 01 GENERAL BUILDING -COMMERCIAL MBLD _ SUB -GENERAL BUILDING -RESIDENTIAL MBLD ___02 08 CANVAS AWNING MBLD 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 r WIMP I� t•a• q(x _ a • • •0000 •,••••• .. 0*06 •••ii! • •i• •t••• _"w .. r� • OFFICE OF THE STAFF FIRE MARSHAL REGISTERED FLA1E RESISTANT PRODUCT Pro -92801 Product Markf--tcd BY; LARK It.�TI-.:RNATIONA1, INC SANTA FE SPRINGS, CA 90E70 i ?#t'- .."#N , ill �� t'� xl;� t;1 t"Tilltzt i lac .,cf, €iC4 aid iduIltificI t'<iliit�rtt:;a IE :1t9r and Sztfet�"ode, 2 ,i p .o. ,. N `,, i'4 #1 ld. :d il; the currant C`t1r'i[�(i of i� a,