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HomeMy WebLinkAboutMISC EMAIL954 � �l, � :55 a,m. 11-03-2017 PAGE i OF 7 • -. --. ._ .._ _ __.-.- __-. __._._. ___i_.3_9p iPpyYEAERRY-•OTWP�IMp.pPPNNPRpRAO-ERNMACIEETPRO9ApMI9lLIP•. 'JNM9CIA9NEI.T9L4pAAR�M1N0L•p.-Cr _O„FLM_3 IHVXepAi - IN•PC `tP•1�111O1_ 1NQ,4(J1j �vAk � NO.60239 PROJECT NAME: TRANE PRECEDENT ROOFTOP AIR CONDITIONERS^ WIND LOAD COMPLIANCE PER 2014 FBC qq, E e` DATE: 2 BETH B 015 TORADDY PRODUCT DEVELOPMENT PLANNER 11111111111`Qj� TRANE COMMERCIAL SYSTEMS RE: PRECEDENT PACKAGED AIR CONDITIONERS - 2014 FLORIDA BUILDING CODE WIND LOAD CALCULATIONS FOR ROOFTOP INSTALLATIONS Mrs. Braddy, Per your request, we have analyzed the PRECEDENT line of packaged rooftop air conditioners. Our analysis was performed in accordance with the 2014 Florida Building Code using the following Wind Design Criteria: • Ultimate Wind Speed =186 miles per hour • Risk Categories = III and IV • Wind Exposures = C and D • Mean roof heights of up to 60 feet above ground I• As a result, we have concluded that additional screws will be required for the PRECEDENT line of units. These screws may be field installed and their locations are as shown on pages 4 thru 7. All additional screws shall be #10 x%" long self -drilling stainless steel sheet metal screws. The number of additional screws are based on the cabinet size and are as follows: • Cabinet "B" —7 screws • Cabinet "C" —14 screws • Cabinet "D" —21 screws • Cabinet "E"— 24 screws We have included a list of the PRECEDENT model numbers analyzed and their respective cabinet size on page 3. Please note that our analysis and results pertain only to the units themselves and their ability to maintain structural and panel integrity -under severe wind events. The attachment of the units to the building structure and the adequacy of the underlying building structure are not our 1 17 'Id Ipuno0 aeon 1'Is oP.ILL{VSt3ad LIOZ 9 0 AON C1.3 . 954 118 a.m. 11-03-2017 2 /7 �( 2014 FLORIOA ODILDINO COPE WIND LOAD CPMPLIAN&c PAGE 2 OF 7 PREMIER — — responsibility and shall -be determined by others (i.e.-building engineer. of. record.or.third.party_ _............. engineer). if there are any questions please feel free to contact me. C' NO.60239 * STATE OF . •� Kharl A. Rodriguez, PE Florida PE# 60239 DESI13N INVESTIDATE 2333 TUe OARORA TRAIL. MArrLANO. FLORIDA 32751 OIREOT: 407-227-7416 WWW.PREMIER-OTRUDTURAL.COM INSPECT 954 1 f �31 a.m. 11-03-2017 317 RANE PRECEDENT ROOFTOP AIR CONDITIONERS PREMIER STRUCTURAL ENGINEERING INC. NND LOAD COMPWNCE PER 2014 FBC _ CA#29113 TIY2C036E3.4 i 3 B TIYZC0461-3,4 4 C AYZCOBOE3,4 LYSC033WAW'['_1t: T SC036G34. •:- _ __ _ __ - :-'3"�?{:i=i ':;�5-"B+.r :.. T/Y C043G3;4,W B+"'_:: T1YS 046G3j4, •:__`:r.:'_;:::a;:::5 .:<: :i:::c'.4 ..::..:...::: `:ili Bti: z1:; T SCOSOG3i4:W.i'- °. _:: `i-r". - =: .._: ;.5�: :' __:•' :` Bt:;.:-: T/YS 063G3.4, ':>:.:.:.:: :::::• a..:._r_::5:;¢:�!>: .:: ..:;:B+ctr-. PAGE 3OF7 Heatpum SIZe (Tons) Cabinet SCO 6E1 3 B WSC036 ,4, 3 B WSC048E1--____ _...___4__.._._._ __.._B. C048E37, 4 B WSCO60E1 5 C CO60E3,4, 5 C WSC072E3,4, 8 C WSC090E3,4,W 7.5 (Single Cmpr) D SC 20E3, , 10 E R3 proji Inl'I 50H71380V Models TIYSC060 D 5 B 72E 6 C TIYSC090E 0E7.5 C TIYSC102ED 8.6 D TIYSC120ED 10 D SC060ED 5 B WSC072ED 6 C C090ED 7.5 C C120ED 10 ❑ 380V 60HMZ models to be I3pdatetl TSCO60EK 5 B TSC072EK 6 C SC092 7.5 ❑ TSC102EK I 8.5 D SC120FK I 10 D 3-10Ttln 575V High Efficiency YHC035 W 3 B HC036EW 3 B C037EW 3 B YHC037 3 8 HC047EW 4 C YHC047EW 4 C COQ 1 C ,6 S EW 5 C ' C'71B7.5 C2072 K YHCJO 84. 8.5 D7.5 YHC1 E E