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CC-18-1903, 11300 NE 2nd AveREEC�E0 g Miami Shores Village JUL 18 2018 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 NN Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 F C 20 14 BUILDING Master Permit No. V.. �j - (CIE 0 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: Socce_� ( (--\6 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Address: Citv: Tenant/Lessee Name: Email: Phone#: State: Zip: Phone#: CONTRACTOR: Company Name: Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: 4i DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Z•X i � LA a=X•�— a Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Permit Fee $ ISO U`D CCF $ CO/CC $ Radon Fee $ 2 CQ:) DBPR $ L . Z`- Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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 on 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 IQ�Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this IZ-Y, day of Suzy , 20 19 , by N Sq/\) Ii ejk1y �u ,,who is personally known to ,Cne or who has produced as identification and who did take an oath. NOTARY PU Print: CONTRACTOR The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced i :. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: #V N Notary Public State of Florida Seal: Jeffry J Yao My Commission FF 168461 aid" Expires 11/12/2018 APPROVED BY Plans Examiner ?A ► o Notary Public State of Florida Jennifer Hill 1 /28/2021 Zoning (Revised02/24/2014) Structural Review Clerk Scope of Event 2000 Frame tent 1000 Frame tent - 4v-_- stinguisher NIHAMr-DfiDE - ^ 17 PART�. N�l yyltie li'L u' i L�rCi7. F FIRE ALARM— `r =_." 'ESSiOrd_ <.i E.F. t Exit Nam(: of lh(: c`kcnr - - - _ - The international champion cup 1- A-1 train structrrre- f C f • • • . ..... . ... . .. .. . . . •• .. - There wiII be, bathrooms Iocat nd Ic-,s than 15() feet from tent- 3- We will provide 4 Extinguishers located 1 on each Conner for the 1000 and for (lie 2Ox3O also non smoking suns will be lQCatA under the scinguishcrs 4 The tent is completMy open but still we %,vill pravide 2 exit sign as mark on the scope of the tent. 5- No cooking under the tent 6 this will be for a football game the 1Ox30 tents will be for the teams playing and the 2O00 will be use for massage tent- 7-The training start on July 26r`2O18 and ends on august 03.12018 � l a rid eL S Y-� `� �N�X� c L t �, . .� a co �'M G� PER MjAmj SHoRgs vjffiW# Fran APPROVED BY 100 RAFE rail ZONING STRUCTURAL ELECTRICAL PLUMBING MfiCHANCAL BLDG. SUBJECT TO COMPLIANCE WITH ALL FrDZ!' ZAL :..-%.TE AND COUNTY RULES AND REGULATIONS �' I i > 7 m rnfi M-1 R E C" -E- I V 4E- D JUL 18 2018 QA+1% cvvt- linLisher Exit A I frarrw sirtirturF 2- There will be bathrooms iocated less than 150 feet I'vo,ii Wril. lisllel,s located 1 on eac! 3- vve will provide 4 EXd1lgL C. LJ IV' I UN f Ej r III(: 10 x 30 q nd fur 1.1 w 2 Cj'x 310 4 The tent is completely 013en but still we will prov,de �21 ! Lull.. 2 c II)Af-k On Lill SCOPC Of I,- N o cookinF, unciel- the tent 6- Lhk will be for ;) fOQLball th0- 1.3x30 Lc-nLS w 4 be for fl-e- t earl N 13luyinv and the 2001) will OP, u,-C- fol, 1*n,4nay.LCg11q Ge 900 CL *go a ........... : 0: Owners Tents TeamTetits frfassage Tents V* —0. Commercial Te tits ti y -q p't, r�l r r je _ ^gip y. Yrti r,. 4A4,+ IYrt�l.ltljh y - sees e L_IZ ,:�= -- - -- - .:2 ; ,._ • • sees �•••••• ' �'r • • r- • vai q _ r sees•• •• R E. Sys••• • ia: '?r�•,_-...:.-•....,.�• sees • • • • �M .i [his s ro certi{y that the n c+Erf1 S Uc'> . ed oo ? reverse Stc.e rrr Aej*V been foam¢• •,..... retar'oanr treated r arc (^ilerent.Iy nr-r): _; , r sees•• •• • will••• • „F FOR T'?I V ^ V L,.. r ST _ rye ei— • 1 ••• • i C EVELAN . ..••:• 00 Cerfificahon is hereby mane ` (a) The arfictes described at the bottom of i'tr o•r:fi--cte been tr;l-,ted with a flame. r©tardant chemical approved and reg.oL�red b, the State 1 Nc %;orsnol cn�: mc;: t,,e application "! of sold chemical was done in conicrMCr•c:e : ,rr the ir:W of th3 State c` California and the i= Rules dnd Regulatlons of the Siiaie Fire iY1C sic . i = r.. NarnO of chemical used..._.._.... _......__. Cnemi ;.::.,. r,". r.t Method of.npplication Ta The a..diCles described at the bottom herec i care rr,.(Jc from c ::,".mA•resis!..:,t fc r; or material " < registered and approved by the State i-11'E: Marshal tot such ,oEr, Fr. Trade name of flame- re;;istant fabric, ::.)r matefQ1 used I ?t' � U.'_ � F 1 ' 4 peg. No. _F .i.• t : t _T_ ;z �;__. The flame Reoardanr °roczLs Wasking j G4EiN. ni h•�1•VF:N �TEI.HIN1C.Hi:.....r ``'L'.._.... ....__—._ (3y _I Ih 'L1�.0 _ _ - .... _........ w'a s� Name of Prcduci,on Sypernntendent • r. �, u; hr t ^� ` ' ���'::.r E.';itr�l���...,, r ,� :!f`-tt:tt.' °i �:• 1'- tAtirll�,ti: r G'�.,P.� Wo*� iby certify this to 6e a tree copy of thu original "CERTIFICATE Of FLAME "'alifcrnia .�._ ESISTANCE" issued to us, origithall ,.)py" of which has been filed with the State Fire Marshal, TRI VANTAGE, LLC B ' -7 Y —_ 1 _- _-- -_ ~aprlfiOVlot '# _ GUrinti—_li:'C}-;i(?i�_.'�i _...._.�. %Mtomer order rti°Vantalge• �r 46784 LLC lnvoiee __.^—_ �__... Product Code :°_' _' _.. . . ... . . . ... " •' • • • • AFFIDAVIT . . . . . . . . . . The plans submitted show the architectural design and conform to the technical codes including the Florida Building Code. The plans conform to the laws as to egress accessibility, type of construction P g� � g g P g h'� YP and general arrangement. . . . .. . . .. . . I assume full responsibility for the review of plans and jAspeetion;of W%trt&tio$ forpbippliance with all provisions of the technical codes, including the Florida Building Code (FBC) acknowledging that the Building Department will rely on the tru&Ad;tccuracy.(V,hi�.sfiatemg4.. •. • Thomas Moe .. . .. ... . PRINT NAME • • • • • • • • .. . • • • • •.• •• PE 63863 REGISTRATION NUMBER SIGNATURE AND SEAL C:Q)OCUMF.-I\rtcl\LOCALS-I\Tenp Shoi1 Tcrm Evcnts2005.dm Page 10 of 10 Rev.:lo/oa/o5 - Shackelford Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 June 11, 2018 Building Department Structural Review Section RE: Temporary Tents . • • • •. . . .... Client Name: Imperial Party • • • • • ...... • • Event Address: Barry University '.: ... �.. ....;. 11300 NE 2 AVE • • • • • • • Miami, FL ...... .... . ..... ...... .. . ..... .. .. .. . ...... ...... . Dear Building Official, . . . . ..... ....... . . As a part of the attached Wind Load Calculations for the above referenced Temporary Tent;("),, 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. Respectfully, 'U Thomas Noe 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. AFC-:r-,;;;�;;-�____-�__� *Prior to the event installer shall notify Engineer in writing when tents are erect, anchored down and ready for inspection. CallShackelford Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 ]OA x 30 ft. TeMporaa TentsIr ) Wind up ait Calculation • • • • •, Sides •._• _ 10. Wind Unlift ( Tent Size: Anchoring Stral Stakes @ 10 ft. 4 Uplift Pressure: Uplift Design Pt Sides Contributing Area: 5 ft. x 10 ft. = 50 s.f. Uplift @ Design Pressure 1000 lbs. Use I ell. 1 %" x 48" Steel Stake(s): Capacity = 2,770 lbs. O.K. Corners Contributing Area: 5 ft. x 5 ft. = 25 s.f. Uplift @ Design Pressure 500 lbs. Use I ell. 1 Y4" x 48" Steel Stake(s): Capacity = 2,7701bs. O.K. S f RUC i UR; L= E-VIE APPROVED .TE Typical Section (::: �;/ I /I l Thomas Moe P.E. 63863 20 ft. Shackelford "If 19 LCM 10 LIN Structural Engineers & Planners CA 29483 9719 South Dixie Hwy, Pinecrest, FL 33156 Telephone: 305-778-7306 20 ft. x 30ft. = orga Tent Wind Unlift Calculation Sides n n • • • Corners Ends •• . •. . 10 ft. o.c. typical• • •' •' 5/8" Tent Stal Wind Uplift Calculation: Tent Size: 20 ft. x 30 ft. (Bays @ 10 ft. o.c.) Anchoring Strata Grass Typical Section Stakes @ 10 ft. o.c. Uplift Pressure =13.8 psf (LRFD) Uplift Design Pressure =13.8 psf / 0.9 = 15.33 psf (Use 20 psf — Conservative) Sides Contributing Area: 10 ft. x 10 ft. = 100 s.f. Uplift @ Design Pressure 2,000 lbs. Use: I ea. 1 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: I ea. 1 1/4" x 48" Steel Stake(s): Capacity = 2,7701bs. O.K. 71 RiUCTI)"ZAL REVIE APPROVED DAT� Thomas Moe P.E. 63863 MECAWi.nd Version 2.1.0.7 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2018 www.mecaenterprises.com Date 7/11/2018 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 Fart 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 = 19ice Am = 0.15 Bm ; b.kb. " ...••• Cc = 0.20 1 •• y 509.00 .ft 66 Epsilon = 0.20 Zmin •••:" 15.0%:ft Slope of Roof = 5 : 12 Slope of Roof(Thetaf•••— 22.6.2 Deg ....:. • L: Roof Hor. Width = 20.00 ft D: Roof Length alonXOidge= . 34.00 ;••••� ft • ..... . •••. Ht: Mean Roof Ht = 15.00 ft Type of Roof 00000=6 Pit(:j,),ecj • • . . .... . . . Gust Factor Category I Rigid Structures - Simplified Method ...... 0 *0000 e Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 _' 0.85. e . ...... . .... Gust Factor Category II Rigid Structures - Complete Analysis',.* •� ;...•; Zm: 0.6*Ht • 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 Is C C-.IZL h,�,' '` 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: l) Cnw- Net Pressures (contributions from top and bottom surfaces for ,'in(awd rd YoJf surfaces. NOt2S: 21 Cnl- Net Pressures (CGntr4bll't10'1S from top and bottom surfaces" forgoes leeward roof surfaces. : •• • ••••• •••••• Gamma = 90 degrees, Clear Wind Flow •• 000 • •• Length Along Roof Angle Load Cn Wind Pressure A MV'Ridge ••: •••..• Ridge of Roof (Theta) Case psf psf ""••• .•900: <=15.0 Theta<=45 deg A -0•.80 -13.848 •••• • B 0.80 13.848 ••;••; •••••• ••i••• >15.0&<=2*15.0 Theta<=45 deg A -0.60 -10.386 •• •• •• • •••••• B 0.50 8.655 ;'•;•; • .• Notes: !) Cn- Net Pressures (contributions from top and bottom surfac©s) . • • • • • *Goo:* Notes: plus and minus signs signify pressures acting towards and•aw�y _ro�•t0 •••••• top roof surface, -respectively. • • • 00 • • , a hx '7 /MY MZOIS015(ol A roject N4:.<1e'is� •••••• • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Ln-