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MCC-19-1825Permit No.: MCC-08-19-1825 Miami Shores Village Permit Type: Mechanical - Commercial 10050 NE 2 Avelp@ Miami Shores FL 33138 work Classification: A/C Replacement 305-795-2204 Permit Status: Approved Issue Date:08/09/2019 Expiration: 02/05/2020 Location Address Parcel Number Project 11300 NE 2ND AVE, Miami Shores, FL 33161 1121360000050 BARRY UNIVERSITY Contacts BARRY UNIVERSITY INC Owner BARRY UNIVERSITY 11300 NE 2 AVE, MIAMI SHORES, FL 331616628 SMART AIR SYSTEMS INC Contractor STEVEN CHARNEY Business: 9549681288 Inspection Requests: Description: REPLACE (3) ROOFTOP PACKAGE A/C UNITS Valuation: $ 132,000.00 Inspection Re LANDON HALL Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $79.20 DBPR Fee $69.30 DCA Fee $46.20 Education Surcharge $26.40 Permit Fee $4,570.00 Scanning Fee $9.00 Technology Fee $115.50 Total: $4,965.60 Payments Date Paid Amt Paid Total Fees $4,965.60 Credit Card 08/09/2019 $4,915.60 Check # 8519 08/07/2019 $50.00 Amount Due: $0.00 Building Department Copy 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 agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF cert' at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co sd�t[1Ap a oning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date August 09, 2019 Page 2 of 2 gl�l�9 -l1H BUILDING PERMIT APPLICATION Miami Shores Village u*c Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY INSPECTION LINE PHONE: NUMBER: (30S) 762-4949 FBC 20 Master Permit No. H C C " 0 Sub Permit No. BUILDING M ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [RENEWAL PLUMBING rQ MECHANICAL FIPUBLIC WORKS ❑ CHANGE OF (] CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 11300 NE 2nd Avenue - L,&rAQr,�0tj\ City: Miami Shores County Miami Dade Zia: Z3NL.o l Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Barry University Phone#: Address: 11300 NE 2nd Avenue City,: Miami Shores State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Smart Air Systems, Inc. Phone#: 954-968-1288 Address: 1731 Banks Road City: Margate State: FL 33063 Qualifier Name: Steven Chamey Phone#: 954-968-1288 State Certification or Registration #: CAC056916 Certificate of Competency N: DESIGNER: Architect/Engineer: ^UUMM". tale: Zip: Value of Work for this Per It: $ 132,000.00 , Square/Unear Footage of Work: Type of Work: ❑ Add ation ❑ New ff Repair/Re lace p ❑ Demolition Description of work: replace (3) rooftop package a/c units Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ �' • F' v TOTAL FEE NOW DUE $ _ _ iRev&- 02/24/20t4) 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 low 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 issu d. in .ebee�Ce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1 OWNER or AGENT The foregoing instrumJ�en was acknowledged before me this day of M 20 19 by Lau V who is personally known to r . me or who has produced identification and who did take an oath. NOTARY PUBIC: --r— ) 80a Nowt 12,2022 illaMl ftTMFib1r11O101i00.WM as The foreg ng instrument was acknowledged before me this day of4w-- _...�_. , 20 /9 , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: aaaaaaras♦aaasaaaaaaeaaasaaa aaaa as sari raaaaaaaaaaaaa� APPROVED BY AlaExaminer Structural Review ' CARMLKOPK9i myc0wAWIONiFF972221 DI W-. MsyA 2= BondedlNu Notary POI& MOIN01" aaaaaarasaaaaaaasaaaaaa+aaaasaaaasaaaaa• Zoning Clerk (RevisedO2/24/2014) S I.AT IT #: -08-11-182 '.'ipmi Shores Village _ ^-1nVED_. BY DATE F Mia i Shores Village u g Department G DE'T4 0 N.E.2nd Avenue �U" LCT i O CCNIPUANCE WI m ALL FEU i�AL S o� s, Florida 33138 T : (305) 795.2204 aTF AN,) l C INN i °f rtl,L�5 AP10 REGULAT'OMS F :(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):_ 11'Snc Z4f-'-sye C,yf1 "I City: Miami Shores Village County: Miami Dade Zip Code: 33l�tO2 . . .... ...... ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CET&SW ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEV#jjQK • A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS • . • • 000000 • AHRI DATA SHEET REQUIRED .... ......... ...... ... . ..... .. .. Change disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Con;r0 Attached:.YES. ..... . . UNIT BEING REPLACED DATA . NEW UNIT; MANUFACTURER • •• AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU CPKG iU 1) M.C.A AHU CU PKG (L'7U AHU CU PKG a7i U (O 2) M.O.P AHU CU(PKG" Q?v AHU CU PK Q IR 3) VOLTS AHU CU KG jt;�U PKG UNIT / j PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES N YES NO NEW 4"CONCRETE SLAB YES YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES N 1. Minimum Circuit Ampacity (Wire Size): IA!A � T 2. Maximum Overcurrent Protection (Fuse/Breaker Size): .)Q Q.Tj% g 3. Voltage of Circuit (208/240/480): A(co�sjtob 4. Size Disconnecting Means: Contractor's State Certi& Signature (Revised02/24/2014) Certificate of Competency No. Date: /Z6, JVIM{.IV1' •.I I�aMIp Air Handling Unit Performance Report Job Summary Project Name: Barry U (Landon RTU Rplcmts) UnitTag(s): AHU-5, AHU-6, AHU-8 Quantity: 3 Environment: Outdoor Unit Overview Model Cabinet Performance Airflow (CFM) Altitude (ft) Weight (lbs) XTO-45x63 Solution 5,000 10 2,526 Segment Sequence • • • • . . .... ...... (FS EH CC FMB " " • �" Unit Construction ...... .... .... . . Casing Details .... •••••• .... ••• ..... ••••• • • • • Insulation • • ' • •' • • Segment Thickness (in) Exterior Gauge and Exterior Paint Interior Gauge a C' :Thickness avid Bulkhead, Bulkhead, • Material and Ma�e'i • • Material • • • • •. • • FM, CC, EH, FS 2 STD Exterior Paint STD Ga. G-90 STD Ga.,G-90. 2" Foam " Galvanized • Galvanized Galvanized' .. Base Details " • • • • Base Floor Segment Gauge and Gauge and Thermal Tread Material Paint Material Paint ti Insulaon Break Attachment Plate FM, CC, EH, FS None None STD Ga. G-90 None N/A None Galvanized Unit Electrical Circuit Details Circuit It Component V/Ph/Hz FLA (Amps) Minimum Current Maximum Overcurrent Ampac" (MCA) Protection (MOP) 1 Supply Fan Motor Control, 460/3/60 31.6 39.5 40.0 Electric Heat MlnimuriiUnitSCCRtt 5 kA rms Symmetrical ETLLabel (UL1995/NEC-2002) Yes Unit Ught7ype Unit Ught Switch P-��,"' Supply Fan(s) Performance Details'` Fan Model Class % Wheel % Wheel Total Airflow Size Quantity Altitude (ft) TSP ESP Fan Speed Fan Power Manufacturer Width Diameter (CFM ) (in w.g) (in w.g) (RPM) (BHP) Comefri ATZAF S 15-15 100 100 1 5,000 10 2.76 1.50 1,981 3.62 Max RPM BHP w/ WheelType Wheel Fan Flow Blade Type Base Material Airflow Inverter Drive Isolation Thrust Drive Loss Material Isolation Monitoring Balancing Type Restraints 2,900 3.88 Dwol Airfoil Steel Galvanized Steel None Yes 1" Spring - Project Name:Barry U (Landon RTU Rpicmts) V)J(1 Last Saved: 5/2/2019 3:26:33 PM Unit Folder:AHUS Johnson Report Version: 2018.7.25.1519 Controls Software Version: 19.1.6378.15178 Page 1 of 7 0 TVKK Ivnn JvIuuu1111 F-11Uu14 Air Handling Unit + Fan %Wheel; IDi% Wheel Total Airflow Manufactured Model Glaze , Size Width --ameter — Quantity ([FM) Drive Type Drive SF Spas ►e Belts Spare Sheavel+lnlet ScreenI f Fan Cage, Bek Guard Beft Drive - 1.5 - - - - Yes Fixed Type/MFG Motor V/ph/Hz QuantityI tnsulatio� . .�Power(HP) — . _ _ _ _ - _ _ . --class_ TEFC/WEG 5.0 460/3/60 1 F Water Coil(s) • � 1Pa a — CC Water 5 RPM ,I Frame Size 1,800 184 Performance Report Ahitude (ftY' "P— ESP ' Fan Speed fan Power (in�w.g) (in w.g) (RPM) ($HP) tube lines " Boarl,us Fan Motor ` SZMic Stand Removal Rail I Snubber - None - - - - FLA (Amps) (^ Efficlency + 'Location 6.49 Premium Left -( lr�Imp" am - on DB WB DB Irt W8 (GFM) (ft/mfn) Aru (GPMJ,6 14 10 240 154 81.0 68.0 52.5 51.8 5,000 403 0.75 34.0 • •44!0 SGR ! F) •Yei. , wPo � ! 58.0 4.2 12.1. 44: Location c.onsztv_t.tion ueiaHs • •.••.._•....'-•.•.•.•_ .I Cory�aion�r .•:.• _ Goo Connection Offset (in) Connection Rotation .•.:S. (Ply Connection Typs 1, • (Per Coo) CoN StadcAaok• Coll Mdex' Connection MatertaP �� (degrees) ( • Size 1 • J�-• CC 0 Left 0 Steel 0 MPT • • -. 2) • • • • • Coil! �q of Co�Ns Face f Total Fin Fin Length Coil Face '�Type Height (in) {in) 1y Area (fN)� Fin Material IFin Thidmess Fin s--:*0' • • • Tut�•y►all • Type Tube Mater-ia�l� • _Agh Dfari�eteT (in; ThicknQss (in) CC 1 Full 35.00 51 12.4 AL .010 Corrugated 1/2 Copp t' • .016 ( Coit �— !Dry "-� F-h-u e t Coll Coating Dry Weight (Ru) - - _ _(1�) r--` .� '. Fluid Volume (ft') Lam_, r-ia Intermediate Drain -Fouling Fa& j Header Material) Casing Material J ,LPan Material 1(hr,f!!._ MT ) CC - 234 61 1.0 Copper Galvanized 304 Stainless - Steel Notes 'Performance is shown for the entire coil bank. Performance is not per coil. 'Coil index indicates position in segment. Example: CC-1, index 0; Spacer, index 1; CC-2, index 2 'Johnson Controls suggests using red brass or copper connectors when the coil is to be attached to a copper or brass piping system. All coils are rated with a fouling factor of 6'66&5 hr.ft:.'F/BTU unless otherwise noted Ratings are for coils manufactured by Johnson Controls, Inc., 507 E. Michigan St., Milwaukee WI 53202. Coil DLL Version: 7.7d.004 BDW Tube Spacing:1.25 x 1.08 CC[11(01: This coil is certified in accordance with the AHRI Forced -Circulation Air -Cooling and Air -Heating Coils Certification Program which is based on AHRI Standard 410 within the range of Standard rating conditions listed in Table 1 of the Standard. Certified units may be found in the AHRI Directory at www.ahridirectory.org. Drains} Drain Pan i Segment - Liner Material Connection Location Liner Coating __ ! CC Stainless Steel Left None Project Name:Barry U (Landon RTU Rplcmts) 1 I Last Saved: 5/2/2019 3:26:33 PM Unit Folder:AHUS Johnson 0 Report Version: 2018.7.25.1519 Controls Software Version: 19.1.6378.15178 Page 2 of 7 a YUKK Filter(s) . v.�.� av+uay.. Ll luul a Air Handling Unit Performance Report Segment Type—� Depth ' Filter Loading Media/MERV "- p of Spares �Spare Filter Media Frame Material FM Primary 4" Side Pleated 30% (MERV 8) 1 Pleated 30% Galvanized Filter (MERV 8) Segment FM Dampers) Primary Filter 20x24 4 12x24 2 Segment Air Path H x W (in) Velocity CFM FM Outside 15.25 x 1,049 5,000 Air 45.00 FM Return Air 15.25 x 1,049 5,000 45.00 Typo Rana On — —.L w4)— Details • Allowable OA Damper Type'I Camper Model ,L Conte •• • + Material ��• j kator. "ntatid 11 Type Fail • 1 Pdkik A CFM_ l • • • * • . Control 100% CD60 Galvanized Parallel.... - - Control 100% CD60 Galvaniz* •• ParallPJ.•. �'••' •••••• : ••1•• •• •• •• •••••• Hood(s) •• Segment Air Path I Quantky I H x W (In) T Total Face Velocity (ft/min) II Airflow (CFM) rzz—felEli—mina-tor i Bird Screen FM Outside Air 1 25.8750 x 1,049 5,000 - Yes 49.7020 Doors) Segmenn Location J �i Swing Hinge Location - EHx;�xTI(in) ,l .. , _ Test .View PorfN Port FM� left Outward Upstream Side 39 x 30 x 2 None - EH Left Outward Upstream Side 39 x 21 x 2 None - FS left Outward Upstream Side 39 x 18 x 2 None - Electric Heat Spare if Thermal Gasket Beak fety Noncontact Safety tch Interlock Qty Element yk►lta a k• Am �Gontro Min CFM g M perage Draw KW K1N Ratan` Method EAT ('Fj tAT ('F) Stages TYPR , - .... �. _ .�� Vokage�1. Required 1 Open 460 / 480 25.10 20 Standard KW Rating 0.00 12.77 None 24 VAC 1,646 ` Pi Control Panel Mounting (` Control Interlocks Scree ►IeatTr Control i ___._ ... yp_ None Standard Differential Pressure Switch and Dry Contact Interlock Outlet Full SCR Controller Project Name:Barry U (Landon RTU Rplcmts) /Jj) j� Last Saved: 5/2/2019 3:26:33 PM Unit Folder:AHUS Johnson 04 ` Report Version: 2018.7.25.1519 Controls Software Version: 19.1.6378.15178 Page 3 of 7 ia YUKK 1 V111% JVIt1tIV11 CIIt UIO Air Handling Unit Performance Report _. Dis o nectSvriO`ch! SuPPh►.FusN+ NEM�itatin Contactor — -- t� d _ _ OPt�_ _ _ _Control Panel Options Control Panel Hariding—_ Non Fused None NEMA 1 Magnetic 0-10 VDC Left Disconnecting Motor Control(s) v (Wput/Output Heat lass ' i Segment rr Type ^ MMP V/Ph/Hz I Efficiency Enclosure r Disconnect ' RFI/EMI EMC , Bass Bypass Amps. (at 100% load) Tye pher_ FS ABB VFD - - 460/3/60 8.8/8.8 90 % 127 NEMA 311 - Non Fused Yes Airmod AYK Notes 'Drives are rated for use below 3,000 ft and 104'F. Use Derating Charts in Air -Mod Engineering Guide Form 100.42-EGI (212) for use above these limits. Storage Temperature: -40'F to 1587 Humidity: MAX 95% RH non -condensing Altitude: 3,300 ft without derate (1% derate for each additional 330 ft.) •••• Overload Current Rating:100% for 1 minute every 10 minutes. *0*000 : . . 00 The Class SO trip rating of the MMP device will not withstand an across -the -line start of a fan and should not bg*t;ith VFti -bypass.... circuits. with The customer must provide a platform or catwalk for accessing the power -disconnect. ...•.••...•. Copper Conductors Only. * 0 0 .... ...• ..... FS: Contains the following option: Swinging DC Line Choke (Equivalent to 5% Input Line Reactor) .... ...... .. • . • • : • • .• •. .. ..•..• • Face Velocity and Static Pressure ••"" _ Summary — . _ �.-- Akflow I �� fan ( Se`ment 1� Description ! tFace Area (sq. ft) Fax Vebdty Fan Static (CFM) , (R/mtn) �) Static(Pressu►e Pressure �` -_. ]Llln w.`.)_ FM Standard Hood 4.8 5,000 0.06 0.00 FM Bird Screen 4.8 51000 0.10 0.00 FM Opening 4.8 5,000 1,049 0.19 0.00 FM Control Galvanized (C060) 0.0 5,000 0.04 0.00 FM 4" Pleated 30% (MERV 8) 17.3 5,000 289 0.09 0.00 CC Cooling 5 rows 14 fins 12.4 5,000 403 0.75 0.00 EH Electric Heater 0.0 5,000 0.03 0.00 FS External Static - User Entered 0.0 51000 1.50 0.00 Tolal� 2.76', 0.00� Dimensions and Weight t Details Oescr�pfion - — I --- le^6- th ��ln) _ .L,Nildt:() �HelghtTTn}'�(,.—Weifi!tll.�... FM Filter / Mixing Box 33 63 45 478 CC Variable Length'Cooling Coil 19 63 45 642 EH Electric Heat 24 63 45 350 FS Supply Fan 58 63 451,056. Overa l _ ice— R 252b —j Notes The length includes bottom tier segments only 'The width does not include coil connection extensions or door latches that extend beyond the unit casing. The width does not include the depth of any pipe chases. Project Name:Barry U (Landon RTU Rplcmts) I )� I Last Saved: 5/2/2019 3:26:33 PM Unit Folder:AHUS Johnson �� ll Report Version: 2018.7.25.1519 Controls Software Version: 19.1.6378.15178 Page 4of7 iii YUKK Project Name:Barry U (Landon RTU Rplcmts) //ljl Unit Folder:AHUS Johnson ', Controls 1 VI�1� JVILILIVII LI IUUI d Air Handling Unit Performance Report . . .... ...... ...... ... ...... .... .... . . .... .... ..... ...... ... . ..... .... .. ...... . . . . ...... Last Saved: 5/2/2019 3:26:33 PM Report Version: 2018.7,25.1519 Software Version: 19.1,6378.15178 Page 5 of 7 ia YUKK Air Handling Unit Performance Report Recommended Trap Height Details Fan TSP (in Positiveor Negative Calculated Dimensions (in) Calculated Dimensions (in) Base Rail Segment Applicable Fan w•E•) I ._ Height (in) H r X - H— _A L H t x. — cc Supply Fan 2.76 Negative 3.76 1.88 5.64 4.00 6.00 None Negative Pressure Trap H Z 1" + T.S.P. of downstream fan X M %*H Below atmospheric pressure n Drain mnrsctan Xj Atmospheric pressure . . .... ...... ...... .. . ...... .... .... . . .... .... ..... ...... ... . ..... .. .. .. ...... . . . . ...... Notes Formulas and calculations are recommendations only. Contractor shall determine actual dimensions required for each trap based on jobsite conditions, and application requirements. Refer to the installation INenual of the IOM for more Information. Statement of Compliance i _ _ Details YORK• Solution XT AHU's meet IBC seismic requirements for non -critical equipment (Ip = 1.0) for locations with design spectral response Sds <= 0.43. Units must be rigid mounted. The anchorage of the unit to the ground or building structure needs to be evaluated by and is the responsibility of the engineer of record. Specification of seismic requirements is the responsibility of the project design engineer. If formal certification is required, please contact your sales representative and/or application engineer for review. Certain application and site requirements may require additional cost and/or lead time. Component locations are listed as Segment Hand (Unit Hand): ex. Left (Right). See SubmittalDrawing for additional details Air handling unit parameters vary depending on conditions. Parameters such as airflows, air pressure drops, and coil capacities are shown for design conditions. Project Name:Barry U (Landon RTU Rplcmts) ,/J�J(Jf Unit Folder:AHUS Johnson �Oj Controls Last Saved: 5/2/2019 3:26:33 PM Report Version: 2018.7.25.1519 Software Version: 19.1.6378.15178 Page 6 of 7 rvr%n 4VIULIvrr crtuura Air Handling Unit Performance Report Shipping Summary Skid Skid length (in) I Skid Height (in) (FS EH CC FM) __.. 155 51 tS1idHeight Cabinet Height �='Lq ; I i F I 4*- - Cabinet R idth Skid Width On) Skid Weight (ibs) �. Sl 2,525 g Taal Segment(s) Length IF� IA Skid Length i • • •••• • •••• • .� Skid Width I • • • • •••••• •• • •••••• • Notes •••• •••• • 1 Skid Width: Total width of the shipping skid, including any items that may extend beyond the cabinet (this includdlAthy door hatldlgs, coil connections, drain connections, lifting lugs, mounted pipe -chases, electrical/control components, tie -down brackets! Zide dalhtggs).; Skid Height: Total height of the shipping skid, including any items that may extend beyond the cabinet (this ineMdeSlany base -rails, sAipping wood: • blocks, roof peak, discharge flanges, mounted gas -furnace flue pipes). 000060 • • • • Skid Length: Total length of the shipping skid, including any items that may extend beyond the cabinet (this includes atty mouiti"iLn-hoods • • • • discharge flanges,tie-down brackets, shipping wood -blocks, front dampers, split connectors, electrical/control tomp8gents, outrigging exteruiorn 0 isolation dampers, inlet baskets). • • • • • • 0 • ' 0000 Project Name:Barry U (Landon RTU Rpicmts) Unit Folder:AHUS Johnson 61 Controls Last Saved: 5/2/2019 3:26:33 PM Report Version: 2018.7.25.1519 Software Version: 19.1.6378.15178 Page 7 of 7 Engineering Submittal Wind Load Certification 16 ga Curb Adapter Design Parameters: FBC 2017 & ASCE 7-10 Wind Speed: 180 Exposure: C Int. Pressure Coeff: 0 Cat: II For Seacoast Curb Adapters only BENCHMARK KiVC7IN£.£RING OR THE TREASURE COAST I-I-C. 806 Delaware Ave. (772) 267-1399 Fort Pierce, =L 34946 benchmarkengineeringtcngmail.ton; FL # P.E. 70878 . . .... ...... ...... ... ...... .... .... . . . . .... .... ..... ...... ... . ..... .. .. .. ...... . . . . ...... N i g78 ' 0 q t TPTE 0 2 O,t, E L ORS 30 N p►L �? �� itIr111�111\` Job; bCcy (ty)i Ucr'S l k 4� F Full perimeter Welded,16 cia GAv, 5teel b V' C' x 16 qa Welded perimeter Gusset ruplcal Curb Wall Retail # 14 5M5 penetrate Acla Min, 3 Thread pr N 28" Max .. fgpical Curb Wagrg�l Notes; Curb Flange Octal I . Fasteners; # 14 zinc plated, self tappinq sheet metal screws @ 4" O.C. Fasteners shall penetrate thra curb adapter by a minimum of 5 threads. 3, Alternate Attachment: 16 Ga straps may be used @ 6" O.C. w/ ( 2) # 14 5M5 into M & ( 2) # 14 9A5 into Fx. Curb ( 5ame quantity of fasteners required). 4. Attachment is for axrb adapter to M & curb adapter to existing curb Ay. Existing arb to roof attachment by others. Benchmark Engineering of the Treasure Coast LLC =CCur�8o6 Delaware Ave. Fort Pierce, FL 34950 ..... sees . 00 00 •• 0000 • • •0900 ...... •0* (iimensions A-� !/ V n !! C P o � tiGl i �11 rc� \\/i yso 0 0878 7 ATE O Fs;'--LORID,'-�G`�� `'�►1l111��`' Order (Ref) #: 19-8276 Contractor: Integrated Cooling Solutions 10405 NW 37th Terrace Project Details: Barry University - Landon Hall 11300 NE Second Ave Miami Shores FL Miami FL Other Structures Design Pressure Calculations Rooftop Structures and Equipment FLORIDA BUILDING CODE SIXTH EDITION (2017), Section 1620.6; ASCE 7-10 Section 29.5 Input Description Exposure Category: Vun (mph): Cross -Section (Shape): Structure Width (in): Structure Height (in): Mean Roof Height (ft): Building Dimension Parallel to Wind (ft): Building Dimension Normal to Wind (ft): B 170 Square 134 45 40 100 289 Results Loterol Force Kd= gz(lb/ft2)= Ar(ft2)= Lateral (GCf)= Pressure (Ib/ft)= Uplift Force r • ••ice•• q: Ob1�tz1F• • Ar•(ft;)~• Vertical (d!,,)=* Pressure (I04)= ' • 0.90 62.15 41.88 1.90 70.85 • p.X ea 62.15 ,4, 11818 • •1.+0 • 55.91 • • • NOTES: Design is in accordance with ASCE 7-101A50 method) and the Florida Building Code Sixth Etlttion .Results are riot valid for use "le", .... , lid Only With Raised Engineer S approved via original signature and raised engineer seal of a PE from Engineering Express. Selection & installation of products shall be appr .\ tic F - FL slog these dimensions and presswes as verthed by other. 8/1/2 9 NO Dk�Be rdo, P.E. • � PE46549 _ ��' Note: For openings to be properly rated in Zone a, no part of Me opening shall be within CA: M85 — � � 1 v1.13 1605W 12TH AVENUE, SUITE 106, DEERFIELD BEACI0FLORIDA 33442 - _ C_" PHONE: (954) 354-0660 - i866_/�6-9999 ENGINEERINGEXPRESa..tCOM^'.• STATE OF '�,SS'ONAL E� Order (Ref) #: 19-8276 Contractor: Integrated Cooling Solutions 10405 NW 37th Terrace Miami Project Details: Barry University - Landon Hall 11300 NE Second Ave Miami Shores FL Other Structures Design Pressure Calculations Rooftop Structures and Equipment FLORIDA BUILDING CODE SIXTH EDITION (2017), Section 1620.6; ASCE 7-10 Section 29.5 FL Input Description Results Exposure Category: B Lateral Force Vnit (mph): 170 Kd= 0.90 Cross -Section (Shape): Square qz (Ib/ftz)= 62.15 Structure Width (in): 134 z Af(ft )= 41.88 Structure Height (in): 45 Lateral (GCf)= 1.90 Mean Roof Height (ft): 40 Pressure (lb/ftz)= 70.85 Building Dimension Parallel to Wind (ft): 100 Uplift Force • 0060 + Building Dimension Normal to •40 4111 • Wind (ft): 289 .♦:�;• ♦•06% .• .:. % 6245 • • AJ4f*' -. .42.88 Vertical (VCl -_� e1 e • • • • • Pressure (TOT2j= • 55.54 • DIGITAL SEAL �\ - lid Only With Raised Engineer S NOTES: Design ism accordance with ASCE 7-101AS0 method) and the Florida Bu4dmg Code Sixth Edition . Results are not valid for use unless approved via origgin inal sgnature and raised engineer of a PE from Eneering Express. selection & In stallahucts on of prodshall p.ed \ . •�`C E N FL using these dimensions and pressures as verified by others. 8/1/2019 In ank L. Bennardo, P.E. PE0046549 PE46549 Note: For openings to be properly rated in Zone 4, no part of the opening shall be within — �; CA: g9885 v1.13 1bU 5W I Z I H AVtNUt, NU It IUb, Utt NFIt LU UtAlel, ELUISIUA 4t`lz, - PHONE: (954) 354-0660 - (866) 396-9999, _)3— ENGINEERINGEXPRESS.COM STATE OF //// /ONAL Order (Ref) q: 19-8276 Contractor: Integrated Cooling Solutions 10405 NW 37th Terrace Miami Project Details: Barry University - Landon Hall 11300 NE Second Ave Miami Shores FL Other Structures Design Pressure Calculations Rooftop Structures and Equipment FLORIDA BUILDING CODE SIXTH EDITION (2017), Section 1620.6; ASCE 7-10 Section 29.5 Input Description Results Exposure Category: B Umt (mph): 170 Cross -Section (Shape): Square Structure Width (in): 134 Structure Height (in): 45 Mean Roof Height (ft): 40 Building Dimension Parallel to Wind (ft): 100 Building Dimension Normal to Wind (ft): 289 FL Loterol Force Kd= 0.90 qz (Ib/ft2)= 62.15 A,(ft2)= 41.88 Lateral (GCf)= 1.90 Pressure (lb/ft)= 70.85 Uplift Force •ed= i qZ 0� , • VerticaM(� 4=, • Pressure (WD412+_ • • 0906 S2.1s • 41.88 •999�3 � • • DIGITAL SEAL NOTES: Design rs in accordance with ASCE 7-10(ASD method) and the Florida Building Cade Sixth Edition . Results are not valid for use unless �\\ a6d.0al lith Raised Engineer S approved via original signature and raised engineer seal of a PE from Engineering Eapress. Selection & installation of products shall be approved sing these dimensions and pressures as verified by others. \ \ - ' L, \ FN ! 8/1/2019 ~ Ergials I Bennardo, P.E. a �� PE46549 Note: For openings to be properly rated in Zone a, no part of the opening shall be within — ;V (lQ� r, v 9885 v1.13 160 SW 12TH AVENUE, SUITE 106, DEERFIELD BEACH, FLORIDA-8 PHONE: (954) 354-0660 - (866) 396-9999r_ _11 ' ENGINEERINGEXPRESS.COM •,R7pA ��- �,,7tiy� E N GIN 0 1 l l l l 1 0