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MC-17-50Project Address _..._.. - _____. ____............. 201 NE 95 Street Miami Shores, FL 33138-0000 Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Owner Information DVS LLC Permit NO: MC -1 Typo: Mechanical - Com lt ercial C/sr (cation: AIC Replacement /us,, APPROVED Address Parcel Number 1132060133920 Block: Lot: 9400 NE 2 Avenue MIAMI FL 33138- 2017 Expiration: 10/03/2017 Applicant Contractor(s) JV & VR SERVICES CORP Phone (786)301-3029 CeII Phone Phone (305)756-3711 Valuation: Total Sq Feet: Tons: 20 Additional Info: AC CHANGE OUT 20 TONS Classification: Commercial Approved: In Review Comments: Date Denied: Scanning: 1 Date Approved: : In Review Type of Work: AC CHANGE OUT 20 TONS Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Plan Review Fee Plan Review Fee Preliminary Plan Review Scanning Fee Technology Fee Total: Amount $12.00 $9.00 $9.00 $4.00 $5.00 $600.00 $120.00 $80.00 $0.00 $3.00 $16.00 $858.00 Pay Date Pay Type Invoice # MC -1-17-62559 04/06/2017 Credit Card 01/09/2017 Credit Card Amt Paid Amt Due $ 808.00 $ 50.00 $ 50.00 $ 0.00 Cell $ 20,000.00 Available Inspections: Inspection Type: Final Review Electrical Review Electrical Review Electrical Review Building Review Building Review Building Review Mechanical Review Mechanical Review Structural Review Structural Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my age servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING an• ;WIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all wor'\gill be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to do the work stat Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy April 06, 2017 April 06, 2017 Date 1 BUILDING PERMIT APPLICATION 0BUILDING ❑ ELECTRIC PLUMBING MECHANICAL JOB ADDRESS: 1\11S— City: \11S City: Folio/Parcel#: '32oto 0 i3 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33131 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING A 0 9 FBC 20 M Master Permit No. MC t Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION CONTRACTOR 2cDtt co2f2A - Miami Shores County: Miami Dade Zip: 0 RENEWAL ❑ SHOP DRAWINGS -33136 Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: 20 City: ly I (Ci Is the Building Historically Designated: Yes Construction Type: Flood Zone: LLC State:, BFE: NO FFE: Phone#: 71gp ° 42,3 5Cq Zip: 31,3.6. Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: -- a V J iO ,e (?,C L' j ( -P Address/// 0 /�.�(7 1' g City:©� State:t' --- Zip: 3 s 3z Qualifier Name: 41(sA n C4 A J / / %�L� Phone#: ?S -1i 5 / 617// State Certification or Registration #: CS - '57fJ / Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: u�- Value of Work for this Permit: $ X c - 0 c. Type of Work: ❑ Addition n Alteration n New ❑ Repan/Replace Description of Work: Phone#: 75* / Square/Linear Footage of Work: k n Demolition Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ 120 ° OD (Revised02/24/2014) Permit Fee $ Radon Fee $ 0 CCF $ (2 • V" •00 DBPR $ 1 •(1. CO/CC $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 commenceme t must be posted at the job site for the first inspection which occurs sevenl7J days after the building permit is issued. In the ab ' e of such posted notice, the inspection will not b -, .roved • . • reinspection will be charged. Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this '014-i day of IUD I/0WkiY ,20 / , by c; 0- eco 1'x'1I, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Z� C 1 Signature R The foregoing instrumen • a :.ckno edged before me this day of b 20 1(O , by LiCtirCi0 41cl riga is personally known to aceme or who has produced` t'-[ 15e_ 2.01 1 A identification and who did take an oath. NOTARY PUBLIC: Print: Seal: MANARAI K. MY COMMISSION # GG0q 602 °o 7 Bond l hru No. em nde Zviters• ******* kik******#******************************************* rV Examiner Zoning APPROVED BY (Revised02/24/2014) Structural Review Clerk 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done):.„2-C.3 9 A-4 • City: Miami Shores Village County: Miami Dade Zip Code: • 3 /.3 S ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES 111 UNIT BEING REPLACED DATA NEW UNIT z.%. --A ( j"C",( MANUFACTURER CA „eA.4 /"� 4'®/ r-1.14 OS'AH r KC- UNIT MODEL # y jaA06 l74 C 1 COND. UNIT MODEL # KW HEAT i—, af7 ' e'_e_C NOM TONS J 64-'S y 2-017 AHU CU PKG 1) M.C.A AHU CU ('-p----a).-3_5- `/.-33 j AHU CU PKG AHU 2) M.O.P AHU CU AHU CU PKG 3)VOLTS AHU CU G� PKG UNIT / / PKG UNIT / / EER/SEER _ YES C -N i REPLACING DUCTS YES ,' YES 1 ' REPLACING THERMOSTAT YES CN6' YES 4110 NEW 4"CONCRETE SLAB YES S YES 1 • NEW ROOF STAND YES YES 1 ei NEW RETURN PLENUM BOX YES (NOS 1. Minimum Circuit Ampacity (Wire Size): 2. 3. Voltage of Circuit 1:/24»/480): 4. Maximum Overcurrent Protection (Fuse/Breaker Size): Size Disconnecting Means: Contractor's Company Name: State Certificate or Registratio Signature (Revised02/24/2014) .CA('.o i70// ature) ffa Phone: -.12,1 5// gy�%/` Certificate of Competency No. Date: January 30, Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 RE: Downtown Village Square 209 NE 95th Street Miami Shores, Florida 33138 Subject: New 5 Ton RTU and Existing 20 Ton RTU The purpose of this letter is to advice that on the above reference project, we have reviewed exi-,n . structure to support new 5 Ton RTUs. We have provided wood bracing for new RTUs to distr'; L._ current FBC 5th 2014 Wind loads over existing wood structure. The existing 20 Ton RTU is locate d an adjacent bay, therefore they will not be concurrent with new equipment. Removal of this exist;r :: equipment is not required for the installation of new units. To the best of my knowledge, belief and professional judgment the above indicated structure is in compliance with the approved plans and requirements of corresponding Florida Building Code. Should you have any questions or need additional information, please do not hesitate to call. Sincerely, .1000 U h I i ij,ii �0°°�• \I ENTVR /0„0 Na G Ke DrrNgntxira, PSI,® 6 -1'. ,`S,S I O N I�L�..,`� •• ••• • • • . • .• • • • • . • • • •..• .•• • .•. . • • • . • . • • •. • • . • • • •. • . • • • • • • • •• •• • ••• ••• ..•• .•. • • ••• •• • UNISON STRUCTURAL DESIGN, LLC. FL CA N°29904 ••• • • 0 • ••• • • • • • • • • • • • • • ••• • • • • ••• ••:: : �PJ;STATE RD 7SUITE 207, MARGATE FL 33fo5i •' • • • • • • • UNISONSTRUCTURALDESIGNi MAGA: L.,.'i PHONE: (305) 298-0467 STRUCTURAL CALCULATIONS FOR Downtown Village Square 209 NE 95th ST Miami Shores, Florida 33138 Paces • Wind Calculations 1 • Roof Equipment connection 3 - 7 In accordance with the Florida Building Code Submitted By: Unison Structural Design, LLC. ' 4�. ,:SS od d No 7 , a K .Yentuia:� -f&: °lFIoN, ae.itgri Ib:249.46 • ..t -10.16"V": • • c• - r= • ••• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • •• • • ••• • • ••• • • UNISON STRUCTURAL DESIGN, LLC. FL CA N°29904 ••• • • • • ••• • • . ; 25:5 STATE ROAD 7 SUITE 207, MARGATE Fd. _B 3 ; rd. :. • .: : : EIVI(. UAVSONSTRUCTURALDESIGN@G'V A1L. CO • • • • • • I4.: (3V5) 20-0467 WIND CALCULATIONS ..•••.. . .. .. • • • . • • • • ••• ••• • • • • • • . •• • • • • • • • • • ••••• • • • •• ..•• • ••• • • • ••• • ••••••••••• • • • ••••• •• •• ••••••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1;7 Date Company Name Address City State MecaWind .7. r ASCE Developed by MECA Enterprises, Inc. Copyright ww,r;.mec:a:; t_ : 1/24/2017 : Unison Structural Design : 2515 N. State Rd. 7 Suite 207 : Margate : Florida Project No. : 16000 Designed By : K.V Description : RME Customer Name : arch Proj Location : Miami Beach Village. File Location: C:\Program Files (x86)\Mecawind Project Runs\Downtown Input Parameters: Other Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Structures & Building = 175.00 mph = II = N/A = 1.00 • 9.50 = 0.11 • 0.15 = 0.20 = 0.20 Appurtances MWFRS (Ch 29) Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 Zmin Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 Design Wind Pressure - Other Structures = C No See Below = 900.00 ft 1.00 0.65 = 500.00 ft 15.00 ft = 0.85 = 22.61 ft = 0.21 = 463.57 ft • 0.90 - 0.88 - 0.85 Wind On Chimneys, Tanks, Rooftop Equip. & Similar Structures per Figure 29.5-2: Elev Kz ft 24.00 Kzt Kd 0.94 1.00 0.90 qz psf 39.676 Pres psf 33.725 Top El Btm El Width Type Cf Addl Tot Wid Shear Moment ft ft ft psf ft ft Kip K -ft 24.00 20.00 7.501 1.300 .000 9.750 1.3 2.6 Notes: Top El = Top elevation of element under consideration relative to grade. Btm El = Top elevation of element under consideration relative to grade. Width = Dia of circular cross-VL•titb: &: 1ta,pt• h:rszietal dim of square, hexagonal or octagonal cross retool • • • • Type = (1) Square -Wind on Face, 412) S•� aeerWtnd Alenc�•Diagonal, (3) Hexag. or Octag. (4) Round -Moderately Smotth, ••(n) RouneRough•, r6) Round -Very Rough Cf = Shape factor per Figure 6-21 based upon H/D ratio and Type selected. Addl = Additional Area (Piping, o addergi•plitforwyit et•c..), Cf=1.0 is assumed_ Tot Wid = Total Wind Width: Cf * %lid&Fi + Addle • • • • Shear = Shear @ Btm: Press * Tpt 4d - SAearhtop) : : • Moment = Mom @ Btm: Mom (Top) +14e•ar (rbp) * (:tp:�l-Btm:Llf hear (Btm) * (Top El-Btm El;!? ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • 1 •• •• 000 • • • ••• • • 2/7 ROOF EQUIPMENT CONNECTION • ••••••• . •. .. •.. • . .• .. . ... .. . .... • • • • • • ••• • .•• • • • • •• • • • • • ••• • ••• • .• • • • • • • • • • • •••• •••• ••••••• • • • •• • • • • •• • • •••••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/7 u rt cap'.tr 5orcAo6.Av1AQ5 ItSs L91n( pert( upi t) Lv o•CbA cv1140 39' 68 es(' 3q-66 )< 3.1 I Z3b psf (Aft) z 39°6'8 X .s = 59 5 p3 3g45 '4 Z1- DowWar-o{ I 5 z1- 1 Z4 0 Z ASB 'i•.1.1: • • • •w . ,• •▪ ••. • ▪ ••••• • w • ... ..2-0 ... • • • . • • • • • • . • •• • •. •• •• • • • • • • • . • • .. .•. • •. • •• ••• . • • • • ..• • • • •• •• •• • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• .• 000 • • • ••• • • '3 PSt x"25 3 }" ej. lifeofii a (4f( v. o 1613 f 1 4/7 co fi 1'3.sy silosee, LTT5 Scriepis -r P -rq diet v (6)0. Te 6)8.4A c , 0,0Z A) 'r Ci- 0-0Ti/(� -1. 3/en 0 " `oma I ' tkix DX CP.x C-1 352 Xre, x0TX) 'O 391.24!� 1 ✓I C�1, � 3Ckt•2 3- ut .` - lb v YoR x 1, Al 6, d , c o L'rPs Addl. c • • • • • • • • • •• ••• •• • • • •• 12 0.c 595 S • Fit anse-L ••••••• • • • •• • • ••• ••• • ••• • • • • •• • • • • • •• •• • • • •• •• • • • • • • • • •• •• • • •• •• • •• • • •• ••• • • ••• •• • •••• ••••••• • • • •• •• •• • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/7 .,..tiNTIONALIIDESisforg0.f.FiratoNgFoR..wqM,P;ANsiTRIMPARlAiiii, • Tabulated withdrawal deg vainer 01) are in pounds per in& of thread praetratiCli hag grain of wood LTIVrtZt,t't. Lalgth of thread penetration in wain number shall not ineInde the lengtkof the topertd tip ( 12 2.113. Specific Gravity, G2 0.73 �11 0.68 0.67 0.58 0.55 0.51 050 0.49 0.47 0.46 0,44 0.43 0.42 041 0.40 0.39 0.38 0.37 0.36 0.35 0.31 381 357 349 281 260 232 225 218 205 199 1 173 167 161 155 149 143 137 132 110 5/1 ft 450 422 413 332 307 274 266 258 242 235 220 212 205 198 190 183 176 169 163 156 130 305 296 278 269 252 243 235 226 218 210 202 194 136 179 149 531 428 395 353 342 332 312 302 283 273 264 254 245 236 227 218 209 200 167 587 473 437 390 378 367 345 334 312 302 291 281 271 261 251 241 231 222 185 559 516 461 447 434 408 395 369 357 344 332 320 308 296 285 /73 262 21 861 813 796 641 592 528 513 498 467 453 423 395 381 367 353 340 326 313 300 250 1016 9/4 913 3 719 614 593 57•6 559 525 508 475 459 443 428 412 397 381 367 352 337 281 • 1123 1077 1009 795 734 656 636 617 5841 562 525 508 490 473 455 438 422 405 389 373 11 1226 11 1103 1078 S69 S07 116 695 674 634 613 574 554 535 316 497 479 461 443 425 407 359 1317 1273 1192 1167 94,0 8611 731 73f 6811 664 621 600 575 533 53E 51a 498 473 46& 441 36/ ht =maw= vids Table 123 12.2.3.2 For calculation of the fastuter reference awal dei valve in pounds, the unit reference withdrawal design value in Ihs/in. of fastener penetra- tion from 122 3.1 shall be =Itched by the length of fastener penetration, p. .nto the wood er. 12.2.3.3 The reference withdrawal desigri value, in sia of penetration, for a single post -frame ring shank nail driven in the side grain of main the with the nail axis 'cular to the wood fibers, shall be det Table 12.2D or Equation 14,'k-• in the range of specific gravities nail diatletersgiv- • en in Table 12.2D. Reference wi wal degftvgipts.,• W, shall be 'plied by all y 'cable Aosta:sem far - .1) to obtain adjusted withdrawal Reference widulmal design values W for • • • • Attica 1'u 6. cosinections - Fit tt 0 .1K0r 12.2.3.4 For calculation of tie fagentr withdrawal design value in pounds. the itnit refert.v,:c withdrawal design value in lbsfin�f ring shank pm : - franca from 112,33 shall be irmititlied by the itr!gth of ring shank penetration, pz. into the wood inembes 12.2.3.5 Nails and spikes shall not be Ioad1 withdrawal from end grain of wood (c.„,e--0.0) 12.2.3.6 Nails, and spikes shall riot lye toacitd withdrawal from of laminations in cro,,s- lantinatecl timber (CF0.0). • • • • • • •t t . .221.3140Piff Bolts and Drift Pills tors (see Table 11.3 des :41 values. W= ;#0G2D • • • 4^ft A‘ ihe ittacoardance with 11 1.13. 2.4-'11 • • • • • o • • • • • Vii:= • '• 14. • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • 40 40 *11 6/7 30x '- o a, Pro V isttc CrOSSf o (i) 114) d ; CA few{ b e 4p el .. ... . • . . . • • • .• ••• • • • • • • .• ••• •• • • • • • • • •. .• • • • • 60 • • • ••••. • • •• •.. . •• • • • • •• • • • • 0 • • • • . • • • • • •• •• • •• • • ••• • • •.•• • ••• • • • • • • • • • • • ,• • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• T-3 OF 7/7 The 2016 Florida Statute Title XXXII REGULATION OF PROFESSIONS AND OCCUPATIONS Chapter 471 ENGINEERING View Entire Chapter 471.003 Qualifications for practice; exemptions, --- (2) The following persons are not required to be licensed under the provisions of this chapter as a licensed engineer: (h) Any electrical, plumbing, air-conditioning, or mechanical contractor whose practice includes the design and fabrication of electrical, plumbing, air-conditioning, or mechanical systems, respectively, which she or he installs by virtue of a license issued under chapter 489, under part I of chapter 553, or under any special act or ordinance when working on any construction project which: 1. Requires an electrical or plumbing or air-conditioning and refrigeration system with a value of $125,000 or Tess; and c. Requires a heating, ventilation, and air-conditioning system not to exceed a 15 -ton -per -system capacity, or if the project is designed to accommodate 100 or fewer persons. History.—ss. 10, 42, ch. 79-243; ss. 3, 10, ch. 81-302; ss. 2, 3, ch. 81-318; s. 5, ch. 82-179; s. 3, ch. 83-160; ss. 46,119, ch. 83-329; s. 1, ch. 85-134; s. 57, ch. 87-225; s. 2, ch. 87-341; s. 2, ch. 87-349; ss. 1, 14, 15, ch. 89-30; s. 1, ch. 89-115; s. 67, ch. 89-162; s. 4, ch. 91-429; ss. 80,118, ch. 94-119; s. 330, ch. 97-103; s. 65, ch. 98-287; s. 31, ch. 2000-356; s. 16, ch. 2002-299; s. 1, ch. 2003-425; s. 4, ch. 2004-332; s. 64, ch. 2009-195. • .. ... . . . . . .. • • • • • • ss loos o. • • • so • .lo. ••• • lois • •. • .• S • •• • • • • • . • . •, lolo • SO lo lo lo.. • • 1S0 • • 1S• 1lo • . sso • • • 1 • • • • • • • • • lo lo. • • • • .41 lolo lo • • •l .lo 000 • . . ••S • •