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HomeMy WebLinkAboutMisc Letters This combination qualifies for a Federal Energy ® ■ ® Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31,2014. Cerfifulcate � AHRI Certified Reference Number: 5840020 Date: 5/27/2015 Product: Single-Package Air-Conditioner, Air-Cooled Model Number: PAR548***H***A* Manufacturer: DAY& NIGHT Trade/Brand name: DAY& NIGHT Region: ���� Series name: R410A PAC SPP Manufacturer responsible for the rating of this system combination is DAY& NIGHT Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling.Capacity.,(Btuh): 47500 EER Rating (Cooling): 12.30 SEER Rating (Cooling): 16.00 IEER Rating (Cooling): Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerale. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridire6tory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personaland confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahrldirectory.org,click on"Verify Certificate"link We make li(e becter," and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. { -"" ---- - _-- - -- 1307722411.03840673 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: �.� MASTER . ` CONSULTING SNGINERS.frie.. HURRICANE PAD-SOUTH FLORIDA HIGH WIND ZONE T-CLASS 5523 WEST CYPRESS STREET (MIAMI DADE,BROWARD AND PALM BEACH COUNTIES) 601rHr SUITE 200 CLIENT: OIVERSITECH TAMPA,FLORIDA 33607 PROJECT: WIND ANALYSIS OF 4"HURRICANE PADS MAX.WIND SPEED 175 MPH L 1H CODES: FLORIDA BUILDING CODE 2010 CA:8426 ASCE 7-10 RISK CATEGORY-II n MIAMI DADE COUNTY RABIC WIND SPEED=175 MPH BROWARD COUNTY BASIC WIND SPEED=170 MPH USE A BASIC WIND SPEED OF 175 MPH F 1► JAMES R.MEHLTRETTER,P.E. FL 033860 K2= 0.85 Exposure C;Table 26.3-1 ;0MKd= 0.85 Table 26.6-1RB February 25,2014 Kzt= 1.00 Figure 26,8-1 ' -I LrJnRXxr g4xa�'` Wind Speed V= 175.00 MPH RIPeR 6rpC(9yTOTAi W� qr-0.00256'1(z'Kri'Kd'V^2 56.57 PSF 1/4"DIA.TAPCON SCREW 1'EMB 21R'\Ni Fh=W'G'CI'A1(Eq.29.5-2) G= 0.85 PULLOUT 1140#ULT C1=(Figure 29.5-1) 1.30 PULLOUT 2850 SERVICE NOTES: 1 LOAD COMBINATION ASO PER 2.4,1 ASCE 7-10 INSTALL SCREWS THROUGH UNIT BASE 22 GAGE 0.6 x DEAD+0.6 x WIND(ASCE 7-10:2.4.1) `\\\ ♦ L t f MINIMUM USING HC-1 HURRICANE CUPS(B TOTAL) 2 DESIGN IS BASED ON SECTION 29.5 OF ASCE 7-10.OTHER STRUCTURES" M E `1 t Wind Pressure 62.51 PSF UNITS ARE TO BE LOCATED ON THE GROUND. L Fh=Wind Pressure'Ah Bee Tables 3 ALL OTHER UNITS NOT SHOWN MUST BE DESIGNED ON A �~r ����"'• •- T r1/ Ah=L.H See Tables CASE BY CASE BASIS. • G E N :� �` 4 LARGER HURRICANE PAD USED IN SOME COMBINATIONS TO SATISFY (/�a• S . �/ DESIGNCHECK . v 5 WIND PRESSURE ON UNITS IN ACCORDANCE WITH ASCE 7-10 FIGURE 29.5.1 • '� A!� WIND SPEED 6 ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS Q• N o 33860 175.00 MPH T CLASS HURRICANE PAD 4 INCHES THICK SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS r' MODEL# WEIGHT L W IF MORE STRINGENT r / Pressure HT3030-4 127 30 30 y y HT36-0 36 '62.51 PSF H 3648 250 36 48 � HT2fi34 12 24 3fi ""'4'""'M'•' `sL 3' • �L HT18404 160 18 40 �. 1 I', 'y • HT2424-4 85 24 24 4 ,t «Lr wagq rt+,8a 5c a,�7 i 0% STATE OF x:40 HT3232-0 165 32 32 v KT33454 215 33 45 !0, T HT4404 265 40 40 / P HT4242-0 265 42 42 11;10 ��. ( � R � Q '�� �.. Hr4ss6�a 3s0 ds 56 �� =\ . HT3852-0 265 38 52 rr1 lilt, ll NA••••� MAXIMUM UNIT DIMENSIONS MINIMUM WEIGHT PAD WE D 0.6xWEIT AD .fixDEAD 6xVJIND REMARKS ASD DEAD ASD DESIGN. Allowable Ali-ble LOAD WIND Pressure Wind W L H POUNDS MODEL 0 MOMENT F MOMENT IF .DESIGN Speed V NUMBER FT-0 0 FT-# OVERTURN CHECK PSF MPH 31.200 31.200 39.125 285 HT4040-4 260 327 545.00 529.91 518.32 1.05 OK OK FOR 175 MPH 65.7 179 35.000 35.M 39.125 324 HT4040-0 260 350 584.00 594.45 581.44 1.00 OK OK FOR 175 MPH 62.8 175 35.000 35.000 42.000 373 HT42424 265 383 670.95 638.13 670.04 1.00 OK OK FOR 175 MPH .62.6 175 35.000 35A00 44.M 437 HT42424 265 421 737.10 668.52 735.37 1.00 OK OK FOR 175 MPH 62.7 175 28.250 3].000 41.000 196 HT45584 350 329 616.50 587.34 602.02 1.02 OK OK FOR 175 MPH 64.0 177 �0 4 35.500 40.000 28.000 248 HT45584 350 359 672.75 659.83 626.84 1.07 OK OK FOR 175 MPH 67.1 181 R p 35.500 40.000 44.000 400 HT4558-0 350 450 643.75 754.02 840.42 1.00 OK OK FOR 175 MPH 62.8 175 35.500 40.000 47333 520 HT4558-0 350 522 878.75 821680 972.58 1.01 OK OK FOR 175 MPH 62.9 175 (( Y ]1.200 31.200 39.725 270 HT40404 260 718 530.00 529.91 518.32 1.02 OK OK FOR 175 MPH 63.8 177 �� 35.000 35.000 39.125 324 HT40404 260 350 584.00 594.45 581.44 1.00 OK OK FOR 175 MPH 62.8 175 35.000 35.000 46.000 370 HT4558-0 350 432 810.00 698.90 803.74 1.01 OK OK FOR 175 MPH 63.0 176 35.000 35.000 4SA75 370 HT455B4 350 432 810.00 687.00 799.38 1.01 OK OK FOR 175 MPH 63.3 176 35.5oo 37A00 41.= 300 HT42424 265 387 677.25 658.53 675.00 1.00 OK OK FOR 175 MPH 62.7 175 {� 35.500 37.000 43.000 445 HT42424 265 426 745.50 690.66 742.45 1.00 OK OK FOR 175 MPH 62.8 175 35.500 40.000 44.000 400 HT45584 350 450 843.75 764.02 840.42 1.00 OK OK FOR 175 MPH 62.8 175 35500 40.000 46.000 468 HT45584 350 491 920.25 798.75 818.56 1.00 OK OK FOR 175 MPH 62.6 175 ® 25.000 25.000 26.000 127 KT30304 127 152 180.50 282.17 183.41 1.04 OK OK FOR 175 MPH 64.9 178 25.750 25.750 32J13 150 HT3636-0 180 198 297.00 361.19 291.78 1.02 OK OK FOR 175 MPH 63.6 176 U. 26.200 26300 30.000 115 HT3636-0 180 177 265.50 341.20 255.90 1:04 OK OK FOR 175 MPH s4.8 178 31.2W 1 31.200 34.000 152 HT40404 260 247 412.00 460.49 391.42 1.05 OK OK FOR 175 MPH 65.8 179 31.200 1 31,200 35.750 216 HT4040-4 1 260 286 476.00 484.2D 472.75 1.10 OK I OK FOR 175 MPH 68.B 103 35.000 35.000 34500 200 HT40404 260 276 460.00 524.18 452.10 1.02 OK OK FOR 175 MPH 63.6 176 35.000 35.000 36.000 235 HT40404 260 297 485.00 546.97 492.27 1.01 OK OK FOR 175 MPH 62.9 175 35.000 35.000 37500 250 HT40404 260 324 540.00 569.7fi 533.15 1.01 OK OK FOR 775 MPH 63.2 178 35.000 35.000 39.125 325 HT4040-0 260 - 351 585.00 584.45 581.44 1.01 OK I OK FOR 175 MPH 62.8 175 Page 2 of 4 MASTER' " CONSULTING EF41GINEERS.11NO- HURRICANE PAD-SOUTH FLORIDA HIGH WIND ZONE T-CLASS (MIAMI DADE,BROWARD AND PALM BEACH COUNTIES) 5523 WEST CYPRESS STREET SUITE 2 0 CLIENT: DIVERSITECH TAMPA,FLORIDA 336117 PROJECT: WIND ANALYSIS OF 4-HURRICANE PADS MAX WIND SPEED 175 MPH L W CODES: FLORIDA BUILDING CODE 2010 W CA:8426 ASCE 7.10 RISK CATEGORY=It MIAMI DADE COUNTY BASIC WIND SPEED-175 MPH BROWARD COUNTY BASIC WIND SPEED-170 MPH USE A BASIC WIND SPEED OF 175 MPH JAMES R.MEHLTRETTER,P.E. FL 0 33860 Kz 0.86 Exposure C;Table 28.3-1 -.-FAOM Xd= 0.85 Table 26.6-1 0DRWERS February 25,2014 "tz 1.00 Figure 26.8-1 Wind Speed V= 175,00 MPH P- 2 Immal q2D.G0256-K2- Kd*W2 50.67 PSF 174"DIA.TAPCON SCREW t"EMB Fh: (Z q�-G'CfAf(IEqt 20.5-2) G 0.85 - PULLOUT 11411P ULT Cte(Figure 29.5-1) 1.30 PULLOUT v285#SERVICE NOTES: I LOAD COMBINATION ASO PER 2.4.1 ASCE 7-10 INSTALL SCREWS THROUGH UNIT BASE 22 GAGE 0.5 x DEAD+0.6.WIND(ASCE 7-10:2A.1) MINIMUM USING HCA HURRICANE CLIPS IS TOTAL) 2 DESIGN Is BASED ON SECTION 29.5 OF ASCE 7-10"OTHER STRUCTURES' Wind P,.-. 6161 PSF E TO BE LOCATED ON THE GROUND. M E H I Fh=Wind Pressure*A]h-See Tables 3 UNITS IOSTHER UNITS NOT SHOWN MUST BE DESIGNED ON A 0 A =Lxl-! See Table, CASE BY CASE BASIS. n.c •- 4 LARGER HURRICANE PAD USED IN SOME COMBINATIONS TO SATISFY .) .. 0 E DESIGN CHECK 4c,.. \' • 5 WIND PRESSURE ON UNITS IN ACCORDANCE WITH ASCE 7-10 FIGURE 29.5-1 '4� WIND SPEED 6 ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS • 175.00 MPH T CLASS HURRICANE PAD 4 INCHES THICK SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS Z'T: No 33860 MODEL# WEIGHT L W IF MORE STRINGENT. -N3% HT30304 127 30 30 Prelsu',,PSF HT364 250 3 4e I -F -'I,"- HT36384 3 36 pl�7477-40�wt,�llc�tNI-11,�w-l�i�e Wall HT2438644 I'2'a 24 36 I HTI840-4 ISO a 40 HT24244 Its 24 24 HT32324 165 32 32 0% STATE OF :z�j/z HT33454 215 33 45 01, • 0 HT40404 260 40 40 HT4242-4 265 42 42 HT455B4 350 4: S8 < 4 • HT 1/ 0 '.• 0 RC.) 38524 265 3 52 1 It%S�/...•.... ON PAD 0.6 UNIT+PAD) MINIMUM WEIGHT PAD WEIGHT WEIGHT AxDEAD REMARKS ASO DEAD 6r MAMMUM UNIT DIMENSIONS I fit JAM�.E=. All-able Alla-b NO Pressure Wind LOAD NO SF DESIGN SpeeELV _NT W I L H POUNDS MODEL 0 MOMENT F MOMENT NUMBER FT.# 0 111 PSF I MPH 31.200 31.200 37,000 206 HFT4-0404 -260 280 466.00 50113 463.54 1.01 OK OK FOR 175 MPH 62*8 175 35.000 3S.Ow 34.000 203 HT40404 260 2787 463.00 616.58 439,0 OK OK FOR 175 MPH 65.9 180 340 HT40404 260 360 600.00 594.45 -581-44 35.00 35boo 39.125 1.03 OK FOR 175 MPH 64.6 178 1 0 26200 26200 33= 169 HT36354 180 209 314.10 375.32 309, 1.0' OK OK FOR 175 M 614 176 35.000 -35 34.000 190 HT40404 260 270 450.00 816.58 41909 1.02 OK OK FOR 175 MPH 64.1 I7T-- .I, G 35.000 35= 35DW 215 HT404DA 26D 205 475.00 531.77 46530M R FOR 175 MPH 63.8 177 413.64 1 35.001) M.000 33,000 ISO HT40404 260 252 420.00 501.38 OK OK FOR 175 MPH 63.5 176 35.000 3S.DDO 378.000 294 HT40404 260 332 554.00 577.36 1 4-0 Olf OK OK FOR 175 MPH 63.1 176 0.0 , 0 - 35.ODD 35 37.000 1 281 HT4040.4 260 325 541.00 562.16 520.00 1.04 OK 65A 178 35.000 35 ODO 39,125 330 HT4040-4 I 260 1 354 594A5 581.44 1101 OK OK FOR 175 MPH 63A 176 mw '�"5 _- 35.0gO 35.000 45DW 349 HT45584 1 350 1 419 786.38 693.71 769.1 1.02 OK OK FOR 175 MPH 63.9 177 0.0 0 35.500 40,000 3S.- 130 HT45554 350 286 640.00 607.74 OK OK FOR 175 MPH 63.5 176 35.500 40.000 38.000 230 HT4558-4 35 348 652.50 659483 626_84 1.04 OK OK FOR 175 MPH 65A its 35,500 40DW "Sm 289 HT455B4 350 303 718.88 703.24 04 1.01 OK OK FOR 175 MPH 63.1 176 j 35.500 40.000 42M-0 3ro HT4558-4 350 426 198.75 729.29 1 OK OK FOR 175 MPH 6S2 179 8_ OK ----6K FOR 17-5 MPH 64X 178 35SOO 40.000 ".000 422 HT45584 350 463 68.50 764m02 840421 1.0 0.0 0 IS 35ODO 1 35.000 35.750 240 HT40404 260 300 500.00 543.17 485.461 1.031 _OK 64.4 177 .S. OK OK FOR 175 MPH EF3.3 176 35.000 1 35�1)00 P38,50 310 7 rT464-04 2-60 342 570.00 6R I 6�..4 1 2r5mu DW 411000 349 2 368 UK�UK-MFH 63.1 17_6 35.000 35,000 44.000 440 HT424-4 H 619 175 _H.T424224 26, 668.52 1 735.371 I.ul I OK I K I 1--1 Page 3.14 CONSULT140 EN I GIN rz.rzRs.iNc( HURRICANE PAD-SOUTH FLORIDA HIGH WIND ZONE T-CLASS (MIAMI DADE,BROWARD AND PALM BEACH COUNTIES) enxPMEHr 5523 WEST CYPRESS STREET SUITE 200 CLIENT. DIVERSITECH TAMPA,FLORIDA 33607 PROJECT: WIND ANALYSIS OF 4-HURRICANE PADS MAX WIND SPEED 175 MPH L W CODES: FLORIDA BUILDING CODE 2010 CA:8426 ASCE 7-10 RISK CATEGORY-It MIAMI DADE COUNTY BASIC WIND SPEED-175 MPH BFIGWARD COUNTY BASIC WIND SPEED=170 MPH USE A BASIC WIND SPEED OF 175 MPH JAMES R.MEHLTRETTER,P.E. FL 0 33860 K1= 0.85 Exposure C;Table 28.3-1 Kd= 0.15 Table 26.6-1 February 25,2014 KZr 1.00 Rgure 26.8.1 tW.1-RRr.. Wind Speed Vz 175.00 MPH RI PER woe(a 211. W=0,00256'Kz.Kzt`Kd'V^2 56.57 PSF 114"DIA.TAPCON SCREW 1"EMS Fh-qz'G-Cf-Af(Eq.20.52) G= 0.85 PULLOUT=1140#ULT Cf.(Figure 29.5-1) 1.30 PULLOUT 285#SERVICE NOTES I LOAD COMBINATION ABO PER 2.4.1 ASCE 7-10 INSTALVSCREWS THROUGH UNIT BASE 22 GAGE 0.6 X DEAD.DA.WIND JASCE 7-10:2.0) MINIMUM USING HCA HURRICANE CUPS(8 TOTAL) 2 DESIGN IS BASED ON SECTION 29.5 OFASCE 7-10"OTHER STRUCTURES" fill WinWirid Pleasure 62-51 PSF NITS ARE TO BE LOCATED ON THE GROUND. Fh= d Pressure See Table. 3 ULL OTHER UNITS NOT SHOWN MUST BE DESIGNED DNA v Ah=Lx H Se.Table. CASE BY CASE BASIS. 4 LARGER HURRICANE PAD USED IN SOME COMBINATIONS TO SATISFY c) C E IV • DESIGN CHECK. C 5 WIND PRESSURE ON UNITS IN ACCORDANCE WITH ASCE 7-10 FIGURE 29,5-1 ho WIND SPEED 6 ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS Z'T:• No $3860 • 175.00 MPH T CLASS HURRICANE PAD 4 INCHES THICK SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS MODEL# WEIGHT L W IF MORE STRINGENT. -)3 KT3030-4 127 30 30 Pressure 62.51 PSF KT36484 250 36 4B 6 HT311-4 IRD 36 36 • T24 3S-4 120 24 36 HT1 640-4 160 IS 40 Munni HT2424-4 85 24 24 "A,.,. HT3232-4 165 32 32 STATE OF T3345-4 215 33 45 0 H HT40 40-4 260 40 40 HT4247-4 265 2 4 42 • HT45350 45 58 1"" ID HT3:528-4-4 265 38 52 11; 0 R Iti &I*........ ON '- PAD 0-6,(UNIT PAD) IMAXIMUMUNLITDIMEN ION* I MINIMUM WEIGHT PAL) I WEIGHT O6 WIzIUH 1 e.- -.6-MIND REMARKS Allo-bl. ASDDFAD TS-DDESIGN LOAD WIND Pressure Wd W L H POUNDS MODEL # MOMENT F -MOMENT ' SO' EESIGN I.IN So.edV NUMBER OVERTURN CHECK PSF MPH -765-76-1-02 OK 0.0 0 11�1i' 41.1 11.1 343 HT45584 1 360 416 7-7943 72919 OK FOR 175 MPH 63*6 176 -4- 4- --4 1 350 879.06 1.02 UKOK FOR 575 MPN 64.0 177 40.000 5000 1 480 0,00 761-38 i 0.0 u -- 624 265 312 4 4= OK OK FOR 175 MPH 33.000 44,000 32.000 255 HT38 611,21 1,011 632 176 33.000 44.000 37,000 250 HT45584 350 675A0 2 0" OK FOR 175 MPH 64.5 178 33.000 44.0W 39400 HT455S4 350 770564' 326 4602 76(L50 47 102 .11 63.0 177 0.0 0 4811*07 7 B5171 745.04 --TI-.625 31.625 34A00 157 HT3B524 1 265 253 400.90 460.77 396.75 1.01 OK OK FOR 17-5 MPH 63.2 176 -31-6-25 31.625 36.000 205 HT36524 1 265 282 446,50 404,22 444.80 1.00 OK OK FOR 175 MPH fi27 1-75 P "- - 0.0 0 31.500 1 44375 33.000 3110 HT30524 265 -319--�1536.75�1635 69 52444 1.2 OK 64.0 177 31.625 1 44.375 34= 326 HT38524 265 355 55IL71 1-DI I UK UK r.K 175 MPH U3.0 176 561AS 654SS 11 ---T89-00 --3-12-,55 -187.55 13.000 30.m 24.0W HT18404 160 252 '7 226J)o 330,60 220409 63S "7 13.003 30AM 3 KT18404 160 300 B !00W00 440 HT18404 160 360 270.00 364.65 255.25 1.06F OK OK FOR 175 MPH 66011 B a 13.000 30.000 28 63.3 7 13000 24.0130 32AM 44D HT2424-4 160 360 270.00 -'333-.39 268.71 1.61 OK OK FOR 175 MPH .a 13.000 2s(300 30m "a 232 No 222 270,00 3jaso ?52S5 1,06 OK OK FOR S75 MPH 66-5 ag HT3 54 gS.5 0 FOR 175 MPH 66.0 255456 I.Ub On 13.00 26.000 29.000 "0 HT334 4 Iso 360 2704UU 352.49 �0' 11mo 32.000 23.000 as HT33454 215 181 24831 319zo 183471 1*35 OK OK FOR 175 MPH 84S 146.37 1.01 OK FOR 175 MP�R-- 63.2 176 ismo 31.= 21,000 130 HT24304 120 156 146,37 1,01 OK IS= 31.000 24J)DO 210 HT24364 120 511 193.78 1.02 OK OK FOR 175 MPH 63.9.. f77 FOR Mp - P.1 1 63.2 I K: -28a HT24364 120 240 237*30 1.01 H NOEQ 26Z OK OK F R 75 28DW 30.000 355 HT24364 120 2135 1JNI OK OK FOR ITS MPH gal 19.001) 244= 35.0W 422 319AS 1.02 PH 117 Page 4 of 4