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RECEIVED Tj /( CONSULTING NOV 1 9 2012 503.222.4453 V+ lrl E N G I N E E R S 503.248.9263 n� vlmkCvlmk.com 3933 SW Kelly Avenue • Portland • OR • 97239 -4393 CITYOBTIGARD www.vlmk.com BUILDING DIVISION STRUCTURAL CALCULATIONS for SCROLLS FERRY BUSINEES PARK BUILDING 'K' - HVAC /Q,Age 10):11.0 SW Nimbus Ave Portland, OR 97223 for Reitmeier Mechanical ATTN: Ryan Campbell 19570 SW 90 Court Tualatin, OR 97062 CITY . / Approved ��l..l.l! ................ [ l�f Conditionally Approved [ j �e Letter to: Follow [ )11 '- ; �► � Attached I j r �f J Permit Number• _I_ ,... 4, Addrti: - : O �.I%U(i E'. = By: 1011 Date: UM 1111 '' i Approved plans ' 2 shall be on job site. EXPIRES: ®r -_ OFFICE COPY Prepared By: Stephen Stenberg, E.I.T. VLMK Job Number: 20120620 November 15, 2012 ISiructural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies /Evalualions•Entitlement VLMI< Consulting Engineers. Inc Structural Calculations DC -1 Scholls Ferry Business Park — Building 'K' HVAC Scholls Ferry Business Park Building 'K' - HVAC 10100 SW Nimbus Portland, OR VLMK JOB NO. 20120620 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC -1 thru DC -2 Cover Letter Aerial and Curb /Unit Attachments Details S -1 thru S -3 Structural Calculations C -1 thru C -5 Reference Sheets Only R -1 thru R -4 DESCRIPTION OF STRUCTURAL SYSTEM The ' SchoIls Ferry Business Park — Building K HVAC' project consists of the replacement of an existing mechanical unit on the facility located at 10100 SW Nimbus, Portland OR. This package includes structural calculations verifying the adequacy of the existing roof framing to accommodate the replacement HVAC unit, as well as details for the attachment of the unit to resist wind and seismic forces. ** *LIMITATIONS * ** VLMK Consulting Engineers was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and /or liability is assumed by, nor is any to be assigned to, VLMK Consulting Engineers for items beyond that shown in this Structural Calculation Package. File. G1Aced20121201205201Calculatlons420120620- DC.doa Page 1 Panted. November 15, 2012 Structural Calculations DC -2 Scholls Ferry Business Park — Building 'K' HVAC DESIGN CRITERIA CODES: 2010 Oregon Structural Specialty Code (Based on the 2009 International Building Code) DESIGN LOADS: Live Loads: Roof Snow Load Flat Roof Snow Load, Pr 25.0 psf Dead Loads: Roof (Building `P') Roofing (existing and future) 3.0 psf Insulation 1.5 psf Sheathing (5/8" plywood) 1.8 psf Sub - purlins (2x4 at 16 ") 1.1 psf Joists (4x14 @ 8' -O" O.C.) 1.5 psf Girders 1.5 psf Mechanical and Electrical 1.0 psf Miscellaneous 1.6 psf Total Roof Load 13.0 psf Mechanical Unit: Existing Unit (Model 48- KLAl24) — See R -6 310 lbs New 2 -Ton Unit (Model 48ES- A240403) 311 lbs Existing Curb (Assumed) 89 lbs Total New Unit Load 400 lbs Wind: Basic Wind Speed (3- second gust) 95 mph Wind Importance Factor, I I„, = 1.0 Occupancy Category II Wind Exposure B Seismic: Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations S = 94.3% S = 34.0% Site Class D Spectral Response Coefficients Sd = 70.6% Sd1 = 39.0% Seismic Design Category D Component Anchorage Factors a R I HVAC Equip 2.5 6.0 1.0 File: GA Ac ad20121201206201Caktiletionst20120620- DC.docx Paget Printed. November 15, 2012 • %LMK CONSULTING • !IL!0m E N G I N E E R S 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 www.vlmk.com November 15, 2012 Ryan Campbell Reitmeier Mechanical 19570 SW 90 Court Tualatin, OR 97062 Re: Scholls Ferry Building Park Building 'K' - HVAC 10100 SW Nimbus Portland, OR Dear Ryan, As requested, we have reviewed the existing roof structure for the replacement of the HVAC unit on the above mentioned building. The existing unit and curb weighed approximately 399Ibs, and the new replacement unit and curb weighs a maximum of 400lbs. Based on our review of the existing roof, the structure will be adequate to support the replacement HVAC unit. Please verify the existing HVAC support framing as indicated on sheet 5-2 prior to the installation of the new unit. Also included in this package are calculations and details for attachment of the new HVAC unit to resist wind and seismic loads. Please contact me with any questions. Sincerely, VLMK Consulting Engineers Jason C. Sahlin, P.E., S.E., LEED AP Principal Attachments: Plan, Detail, Calculations, and HVAC Cut Sheets Structural Engineering•CIviI Engineering• Industrial Engineering•Planning•Studies /Evaluations•Entitlement G: \Acad2012\ 20120620 ''\Correspondence\20120620 VLhtK Letter.D, • • ri 3 r s 'jam+ a� s '� ; ! 11 . =r i ; , - - "- t mss ti a_ c .. �..�_.f._._..r: a._..n� �.`t - rte - - = 1 � --- ._.... �;. x -- sue. --• . _ =g- .....- .. _... -. �` -- tit - - =_-.--,- _ _ x z L t - :C." --- �. Y �i' �, --. _N v , - -.. - ._ � . — - _ • .i .._..___. - _ _ EXISTING UNIT TO BE REPLACED NT S • WITH NEW 2 TON UNIT (WT 400#) w .,III It E AREA OF WORK 4110 ,� t S CONSULTING SCHOLLS B.P. BLDG 'K' - HVAC 2012t20 11 /R2 E N G I N E E R S 10100 SW NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland - Oregon 97239 -4393 III OR 97223 ""� PORTLAND, 503.2224453 k @vlmk.com AREA OF WORK S - 1 NO 503.248.9263 e Arnk@v1mk.com nm • (E) 2x4 SUB— PURLINS AT 16" O.C. TYPICAL z z - � J J a cc Q a a ic w w w ■ (E) GLULAM BEAM r • NEW HVAC UNIT TO VERIFY EXISTING FRAMING BEAR ON NEW OR UNDER MECH UNIT SUPPORT EXISTING FRAMING EDGES AS SHOWN. IF FRAMING ON ALL SIDES DOES NOT OCCUR, PROVIDE (WEIGHT = 400 #) ADDITIONAL 4x FRAMING AS REVD AND HANG WITH SIMPSON 'HUS48' FACE MOUNT HANGER, TYPICAL ENLARGED FRAMING PLAN 1/4" = 1' -0" VLM K CONSULTING SCROLLS B.P. BLDG 'K' - HVAC 20 z 20 11 ENGINEERS 10100 SW NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 PORTLAND, OR 97223 ' SO3.2224453 vlmk @vlmkcom ENLARGED FRAMING PLAN S -2 5T1248.9263 www.vlmkcom s� b UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH (4) #10 x 1/2" TEK SCREWS I` SECURE ANCHOR TO CURB I WITH (4) #10 x 1/2" TEK `j \ SCREWS, TYPICAL 16 GAUGE STEEL 'CANFAB' OR EQUAL ANCHOR. (4) `'.*" TOTAL, (1) EACH CORNER pup ON LONG SIDES OF UNIT GALVANIZED SHEET METAL 11 XISTING UNIT COUNTER FLASHING MOUNTING CURB (APPROX 14" HEIGHT) EXISITING ROOF SHEATHING ROOFING BY OTHERS VERIFY THAT EXISTING CURB IS FASTENED TO • EXISTING SUPPORT FRAMING WITH A #14 SCREW XISTING SUPPORT MINIMUM AT EACH CORNER AND AT 24" O.C., / FRAMING PER PLAN EACH SIDE. IF ANCHORAGE DOES NOT EXIST, PROVIDE SIMPSON 'LTP4' OR 'A35' CLIPS AT EACH CORNER AND AT 48" O.C. EACH SIDE FROM THE INSIDE OF THE CURB TO THE EXISTING ROOF FRAMING HVAC CURB DETAIL 1 1/2" = 1' -O" CONSULTING SCHOLLS B.P. BLDG 1 K' - HVAC 201D62011412 V L M K E N G I N E E R S 10100 SW NIMBUS SMS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 PORTLAND, OR 97223 1 503.2 2.4453 vlmk @vlmk.com • S -3 w 503.248.9263 1ww.vlmk.com H CURB DETAIL HIT "a CONSULTING Job a-P k - H�Ac E N G I N E E R S cent R cus Hoc 4. Job No. 20/2.047-0 B <Pl 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 P 503.222.4453 503.248.9263 Q Date ! 01 Sheet No 6 -� kvt 4014144' .4. Atysz 5 LNU .g EA.ssrs.i (r ¥ x111 Puer.x..0 P P la /.0.141)1 I,,''/ /// //, ,, w 13.0 -I. c X8'). 92 pi 1' a R t ws= Zj F' ( ;00 pcf 2-51 N nfi : ' . 200 f Mssw+6 1 4 of 20 t o Lp arr. , i7srS . ow Q (in + 700 ) p,F (so` )(.20X) t. (soog..)(I>. ..s' z 3o9s 2o , (� f2t 74 2 e ) (z X 4 (2c0 Xi-s) .. 2 ,g1IS 70' . 2'9ysK /O.o$` Io.oQ 29Z pL,. (/o.ov )(2,9ys'`) ry85 / - r R 1 ' 1 4%k 2 -PE4 C/yBs -' X /z. r _ �,^ 4 1 � - (iy soP� � im Mos uric SAu4n4 4 /02 . y lo�.q CF ) S�Sr xs loZ,y CONSULTING J°b 6.R a � , � ,K'~ 1'A L E N G I N E E R S client I saner - m /*tN, Job No. ZD/ Si I J 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 p , if/7, Sheet No. / — ' P 503.222.4453 503.248.9263 0 ROOF FRM AZ* 4.49 0‘.7% Z}.1 at Fx=Srr. -1!i &Lu�Ar1 ex.4� (S' / 3,-z, GQs I Pur 14105 t W I . . . . . . . . . / / / / / 1/1 ( 4 0 l3o (zeli) • /82 IH t 1 w 24" (s)° (Z8 " : 35D Pl'f • k 72' -o" smut, yam* . LALCS v WI. P( (/P2 3 SO � 77 9 L r (Y427 )(Is I �, N s 8 t y= S 9 :. If N3y'f k - r __..... _..._ ..... _.. • _ ,coo * . /, (2 Yoo r c) (/,/c) /,' ) ... i .. A7, Co . • • J • 3) (.,.„ > pyi,,; 3 (£a 4,4 r•S - 4 - -• i C C -3 S Design Maps Summary Report 1 User - Specified Input Report Title Scholls B.P. Bldg 'K' - HVAC Wed November 14, 2012 20:46:03 UTC Building Code Reference Document 2006/2009 International Building Code (which makes use of 2002 USGS hazard data) Site Coordinates 45.4472 °N, 122.78958 °W Site Soil Classification Site Class D - "Stiff Soil" Occupancy Category Occupancy Category I 99 SP ; . ITT t... ... .:Tl � �� _ -� J K:.. 1 f n� J - � ' �: . - t Ai. 1,/........1 nolia '' €: :'w:; ..z: n 1 .ter - = . f* i ti _ •, Estates :.1 , ..'`- . yx,, .. ;,. R � D � ' � , - F= � � v y ., � ,... •E W ' _ x!'� L � •' .i, ; 1 1� ` ^-4 _ a f .: . ' - ' � 1 ;,;- ' .�._. 9'+' a t s SA° ^ . • 1 ,, I Si E •t-isi . . L r _ . t • 1 ' . __ • t . �F � 1s igi 8 twand llingtort . • �e • , _� ! . 4, �,, x �3 kiY.� , ..a � fi f+�[IE• • r i s _ � ` . ' �'�` W ry"' � '. __ �: ..:n: :. ;�drrs::� • �. .ti7B1�# r Y � � m; � ' zt ��-' � a �. ,v. • in � T x•�/�.,• . % +ar } 07:1::".' �f 1R ..+ ` '`y ;71-.7•1 - - K tic ,r `� 1D .. ' ' Coo r untai y_ z ger 1 a: So i n ' •:: ...; . :r ...�. �;ti � 3DN�11 _ °;t��Q�lti4J'S -s'� _ - . ' 'ln Oeks '.7..14',7 !? .. : 4 , 4 Y _e A , - AI ack 4 � . :,'? . r� �,. =' X10 :.g : t , '+ .. � x >� _ E of L,t,' �, states - - - .. "1. .._., .. � '' �� a .�' � • • j4 r = . Lelean Rd �: . ua,. vo ..._. _ _:. '� _.. a __ `11eY1m _.._ USGS- Provided Output S S = 0.943 g S = 1.058 g S DS = 0.706 g S = 0.340 g S = 0.584 g S = 0.390 g 1 M1 D1 MCE Response Spectrum Design Response Spectrum 1.10 072 0.99 0.64 0.22 05 0. f 0.48 0I 0.66 i S `'' 0.40 10 0. 55 , 01 41 0.32 0.44 0.33 0.14 0 22 0.16 0.11 0.02 0.00 0.00 0.00 0.20 0.40 0.20 0.20 1,00 1.20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 Period, T (sec) Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject - matter knowledge. 1 V I. M K CE N G I UN L R S 503.246.9263 Job Scho115 20120536 Ferry Bldg 'K' HVAC 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 vlmk ©vlm Job No. k.com Date 10/12 www.vlmk.com v2.00 - Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C 1 1 Wind Loads on Rooftop Structures and Equipment Based on the 2009 International Building Code and ASCE 7 -05, 6.5.15.1 TYPICAL SCREEN WALL CH i '���/ TYPICAL MECHANICAL UNIT Dv H ki Dv � �� h 1 H v M..„..--...-:. Exposure Exposure Category [Section 6.5.6.3] K ==s 7 D'it= Topographic Factor [Figure 6 -4] I = ;' i -_: Importance Factor [Table 6 -1] V = ii,-,975 Basic Wind Speed 3- Second Gust [Figure 6 -1] B = 4re0DM Horizontal Dimension of Building Measured Normal to the Wind Direction h = '7.:7729.itinFil Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv = _ =50=ft Height of Rooftop Structure or Equipment D =__��'4:01✓U=ft-: Width of Rooftop Structure or Equipment H = 24.50 ft Height to Top of Structure or Equipment a = 7.0 3- Second Gust -Speed Power Law Exponent [Table 6 -2] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 6 -2] Kz = 0.701 Velocity Pressure Exposure Coefficient [Table 6 -3] Ka = 0.90 Wind Directionality Factor [Table 6 -4] qZ = 0.00256K [Equation 6 -15] qz = 14.6 psf Velocity Pressure [Equation 6 -15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Cr = 1.3 Force Coefficient [Figure 6 -21] Af = 18.0 sf Area of Structure Normal to the Wind Direction Bh = 4820.0 sf Building Area Normal to the Wind Direction x = 1.9 Force Increase Factor [Section 6.5.15.1] F = xg f [Equation 6 -28 and Section 6.5.15.1] p = 30.6 psf Design Wind Pressure VLMK E N G I N E I R 5 503.222.4453 Job Scholls Bldg 'K' - HVAC 503.248.9263 Job No. 20120620 3933 SW Kelly Avenue • Portland vlmk @vlmk.com Oregon 97239 4393 Date 11/12 www.vlmk.com v2.10 - Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C Mechanical Unit Anchorage Design Based on the 2009 International Building Code and ASCE 7 -05 DESIGN INPUT I x Seismic Parameters [ASCE 7 -05 Section 13.6] • 3 4 Site Class = E = ;_ .O - ;D;.'.._ (Assumed) _ 4G Sos = i6= Design spectral response acceleration i 'CR Y Ap = =% [Table 13.6 -1 ASCE7 -05] Ycg Rp ='_ err [Table 13.6 -1 ASCE7 -05] — e i 2 • Ip =; = C -; Importance Factor z = : (ft) Attachment height from base of structure I I Xcg h =v= 0'_;(ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7 -05 Section 6.5.15.1] P = Design wind pressure (psf) HVAC Unit Data ( +/) '7 Wp i:7 (lb) Machine Weight X 48.2:..4 (In) Base Dimension Zc g Y = = 32 6 (in) Base Dimension ' Z = - 52:0 (in) Height of Unit and Curb Xcg 23.0: (in) Center of Gravity SIDE VIEW Ycg = - 15.5 (in) Center of Gravity Zcg _. 34.0-ii: (in) Center of Gravity Load Combinations 0.9D + (E or 1.6W) USD ANALYSIS 0.6D + (E /1.4 or W) ASD Base Shear Seismic 0.40 z\ F, = I (1+2 h l = 130 lbs. 5 1.6S / R =452 lbs. OK r� r \ lJ ? 0.3S =85 lbs. OK Base Shear, V. = 130 lbs. Wind Fw„ = 852 lbs. Controlling Base Shear = 852 lbs. Wind = 533 (asd) Wind Anchor Shear (Seismic) Anchor dx dx ^2 dy dy' 2 Minimum eccentricity = ; ,5%m 1 23 529 15.5 240.25 ex = 2.25 ey = 1.575 2 25.2 635.04 15.5 240.25 Mx -x = 293.3 My -y = 205.3 3 23 529 17.1 292.41 4 25.2 635.04 17.1 292.41 Y Direction X Direction 2328.1 1065.3 V1,3 = 35 V1 = 36 V = 36 V = 36 V„max = 213 lbs. Overturning = 133 (asd) Mot = 4432 lb -in. seismic Each Anchor /Corner Mot = 22157 lb -in. wind Mres -x = 8280 lb -In. Mres -y = 5580 lb -in. Net Bolt Tension X Direction Y Direction T = 254 lbs. Tx* = 144 Ty* = 254 = 155 (asd) 'negative ( -) values indicate there is no net uplift Each Anchor /Corner PROVIDE (4) #10 x 1/2" TEK SCREWS EACH SIDE OF MECHANICAL UNIT AND VERIFY EXISTING CURB TO ROOF FRAMING ATTACHMENT AS INDICATED ON SHEET S -3 Unit Report For 2T Prep t: - Ured B y:i REFERENCE )i ' 1 1 1 0:50A 2 Prepared 10:SDAM Unit Parameters Dimensions (ft. in.) & Weight (lb.) "" Unit Model: ...__....__..._ ..... _1= Sttl:4G3 Unit Length _._._..__.....___ 4' 0.1875" Unit Size --........._.-- --- .._..- -- -- -- ... ...... .. . . 24 (2 Tons) Unit Width:..._.._ __ _ — _._. 8.625'• Volts- Phase - Hertz:.. _.. _------------ __ -.._ 208 -1 -60 Unit Height:_ -_- -- _ - - - - -- _.._..__.._._..__......... 4'• Heating Type: _. - - Gas •" Weights and Dimensions are approximate. Weight does not Include roof Duct Cfg:__ _____ ________ -- Vertical Supply / Vertical Return curbs, unitpackagng, field installed accessories or factory 40,000 Btuh installed options. Approximate dimensions are provided primarily for Standard Unit shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Total Operating Weight:--- _.._.._....._......_... _...._ lb Existing Curb Wt. = 89 lb (Assumed) Warranty Information T otal Weight = 400 lb 1 year warranty on parts 9 5 year warranty on compressor 5 year warranty on heat exchanger No optional warranties were selected. NOTE: Please see Warranty Catalog 500 -089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48ES- A240403 Rooftop Unit 1 Base Unit Accessories CPHSTART002A00 Compressor Hard Start Kit 1 CPCRKHTR008A00 240V Crankcase Heater 1 Packaged Rooftop Builder 1.31 Page 2 of 6 . . • Certified Drawing for 2T • Project: - Untilled7l 11/12/2012 Prepared By: 10:50AM __. 141120 _ r.a. ear .w t.0 1 3 114 r•mt cc 4444tl. Cwaata $ 7 311.11111l90113 311 /Mf. 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Imo. -._ -}._ 49111 1 r f 1011110U11(TJ 2 I rOmtruct_ 1 313• [ism N. ►.1 --- ••«..777 12.11111 rA1tt r IIIf/1 1/2' (T2.7ry,7,1. 1 Ur 472.01 Kr? 1!25.31 - •t• - � r' l Cllt1111t44 li9 01 1 143 [4144 3 - W I. "'" "'- KM; 01411. 117.11 e®® --_ 15111 I ufei 62! " Art L 1.179 21•sq 1.13116 1230 bl 1511.31 125' 3: r 1171 21 -* LEFT SIX vew PROM' VIEW MOW SUE YE11 REAR VIEW 7 P 1 01/24109 I 1W.1w7 I SINGLE 1001. ILICIRIC C001.1116 0110 GAS RIRLAI I;MI I 1 i 8ESS00214 1' rr1 N Packaged Rooftop Builder 1.31 Page 3 of 6 • . a e H -3 1 EXISTING UNIT FOR REFERNIE I MAN • General Data I MODEL Y CCO18FILOH ''• YCCO30F1LOB YCC13OF1MQA8 Y00036FIL00 RATED VOLTS/PH/HZ 206.21011/60 . : 201234Y960 206 - 2301/60 20623011160 209-230/1/60 RATINGS (COOLING) G BTUH 18000 23400 29200 29000 35200 Indoor Ak1 w (CFM) 600 800 1000 1000 1200 Power Irpal (KW) 1.85 2.55 3.17 327 4.02 EEI/SEER(BIUWa84ft) 925 /10.00 8.10/ 10.00 9.29 /10.00 9.10 /10.00 9.e75/10.00 Noise Rants No. 0 82 8.0 LO 80 8.0 A.GA. RATT4GS (1EATIKG) 0 (F6O)krpWW 48000 48000 43000 75000 50000 Capae11y TO 37020 37000 37000 00009 40000 AFUE 79% 76': 7rA 787: 781. Temp. Rise 'F.(Mrn /Max) 35-65 35-65 35 -E5 35 -65 15-45 ( Law) kiptd BTUH 40000 40000 40000 60000 40000 CapedIy BTUH (0 32900 32000 32003 48000 32000 •FUE 90% 80% 80•: 80% 86% Temp. Rise 'F. (Mrdieety 35.65 35 - 65 35.65 :5.65 15-45 Type of Gas O NATURAL NATURAL NATURAL NATURAL NATURAL POWER CONK - V!PHOIZ 208- 2301160 208. 2301/60 208•28(11/9) 208-23111/60 218 - 230050 1faBait Cc.Arrpaaty 15.0 17.7 21.5 21.3 25.8 Br. CIL AUL (M ps) 20 26 30 35 40 Prot. Rt. Record (Ann p5) 20 25 30 35 40 COMPRESSOR Na used 1 1 1 1 I Vo9s+PIVHz 200•23011!60 200. 230/160 20822351,60 208 - 23011/60 209-2301/60 FLL Aims - LRArr41B 8.48 10.0 -E7 13.3.78 13.5 -79 185 -97 OUTDOOR COIL -TYPE PLATE FIN PLATE FN PLATE FIN PLATE FIN PLATE FIN 1.11I Rows / F.F ! 2 / 15 2 / 15 2;13 2115 2/20 Face Area (S3. FL) 45' 4.5 5.43 5.45 6.94 Tube Sae (n.) 3/6 COPPER 3'8 COPPER 3+6 COPPER 391 COPPER 3'8 COPPER /NDOOR COL -TYPE PLATE 714 HATE FIN RATE FIN PLATE FIN PLATE FIN Rows /FP.L 2/15 9/15 3/15 3/15 3/15 Face Area (S4 FL) 325 325 3.25 3.96 3.96 • Tube Size (k) 3/8 COPPER 318 3/ COPPER 316 COPPER 368 ReilgeramOont•N CAPLLARY CAPILLARY CAPILLARY CAPILLARY CAPILLARY Draut C. Size fn.) 914' FEMALE NPT 3 FEMALE 3/4' FEMALE NET 314' FEMALE NPT 3/4' FEMALE NPT Duct Connerioos SEE OUTLINE DRAWING SEE OUIUNE DRAWING SEE OUTIRIE DRAWING SEE OUIUNE DRAWING SEE COUNE DRAWING OUTDOOR FAN -•TYPE PROPELLER PROPELLER PROPELLER PROPELLER PROPELLER No. Used / Dii (i.) 1 1/15 1 / 18 1/ 18 1 /11 Type Drive / No. Speais DIRECT /1 DIRECT /t 01RECT /1 DIRECT /1 DIRECT I 1 No- Mdcrs -HP 1 - VS 1. 1(5 1 -1/5 1- 1/5 1 -1/5 Mom' Speed RP.M. 1080 1080 0090 1080 1080 Vo4ts/PH0.2 561/60 2901120 23011/00 2300'1/60 23411 )60 F.L-Arrps -LPL Amps 1.6.33 1.6.33 1.6 -33 1.6 -33 1.6 -33 INDOOR FAN -TYPE CENTRIFUGAL CENTRIFUGAL CEN7IIIFUG4L CEI4TRJRJGAL CENTRFUGAL Dia.XWIdh(ill 9X9 9X9 9X9 10X9 10X9 No. Used 1 1 1 1 1 Din / Speeds (Na.) DIRECT / 2 DIRECT /2 DIRECT / 2 DIRECT / 2 DIRECT /2 No. Wore- HP 1 -1/4 1 -114 1.1/4 5 -113 1 •1/3 Meier Speed RP.M. 1080 1080 1080 1080 1030 Vott/PN01-j5 200. 230 /1/60 290. 23011/60 200 - 23011/60 200- 2301/60 200 - 2301/60 Fl Amps 1.6/.4 -2.9 1.511.4.29 11,.4.29 2.822.6.1 2822 -5.1 COMBUSTION FAN --TYPE CENTRIFUGAL CENTRIFUGAL. CENTRFUGAL CENTRFUGAL CENTRIFUGAL Ones -- Speeds (010.) DIRECT -1 DIRECT • 1 DETECT -1 DIRECT -1 DIRECT -1 Mob/ } -F - Speed (RPM) 1,15 -3480 1135 -3480 1135. 3480 1/35 -3490 1/35.3480 Volts/PH/KZ 20%0 208. 246'1/60 240(1/60 240/1/60 240/150 FL A'rlps 0.6 0.6 06 0.6 0.6 FLTER- PJRILSHED7 NO NO NO NO NO Type Recommended THROWAWAY THROWAWAY THROWAWAY THROWAWAY THROWAWAY Wel Fax A/ee -Le (aq. I.1 O 2.0 257 3.33 3.33 4.0 REFRIGERANT Charge (Ibe. of R-259 CJ 3.8 LBS. 4 LBS. 4.4 LBS. 45 LBS. 5.3 LBS. GAS PIPE 425 (Bt) 12' 17 L7 1/2' 1)2' DMENSIOKS HXWXD HXWXD HXWXD HXWXD HXWXD Creted fin.} 31-1/4 X33 X 57 31 44 X 38 X 57 31 -1 /4 X38 X52 35-114 X 38 X 57 36.1(4 X 38X 57 • Uncrated SEE OUTLINE DRAWING SEE C` /TUNE DRAWING SEE OUTLINE DRAWING SEE OUTLINE DRAWING SEE 0UR I E DFARING WEIGHT Shypi39 {13.) 1 N61(@s.) 341 /3331 i 398/358 388/356 426 /386 *Sew imh ranwpiate tot proper i -tu adjastn eat - i!) Rawl in u mance with A.AJ. Sraratr.7 © AN modals are UL bawd. Retina O Con•4mte to LPG. C1 Filen must be rutted N eetmi ii 0 WI is diiF der high *it 210?40. Nate leate i+ t ocerdvret with MOO ne 106 00.6mta up In () This rah/ kspe.ra rnaa Fs mom StWre botaar Faled we habadva 300 Lpm fns s cornM3k t: Ms kleul A.)1. S1vid 4273. KAI. s mail d radrp MK A Fe legrer alavPlarJ flaw srtJe, tee tail NarnpLat. • nk. k magnet Ukrs an used tiro with a Lao Fro aeceeamry kL ar cowdbew c 97 0.6. 67 W2 *limas rooms rang. at a rate d al: ad marwtattmlea wmarncdMon win a eh b evku cal. 96 D.B. enbrh8 st' In pa- 1000IL aYvakm. © fowl cm MI. Govsrc-enl deal naetwrot al 0.05' W.C. Siandardlals. 22- 1285 -05 -0303 (EN) 7 • �,.., ..r .. +. ''•.-. •r ---!- Rl. -.r_..•.. .Ili: _.. ..AI � Je'.�•.. 1• . .artt_. _ NIh .� •' • « �' j in_ a - '. -" — — - - _ _ _ ,« .,errs n, , I . 1 fin!, r4 . i in :'el!'' • • GIP � , r.vt•1 ... _. - - Y'y7 T. l u n7 [r• I ! __ a9 p',1 ; •. p • Si' • C J4.. , r L _ • • , :n� .rf-____ %n7 _ 4 r : 1 4.,.., 2 ? I ,,f�'rl7 - 1., • e. •i P'`4'1 ; a'1 , : ': 1 C ' ' L r , ms ea,nvu..o , 2 :e , ! • y_ . - w . . . .. 1 s•v • f cnvx , ..w•1 .V - 'rf7 p 11 . ; 11 - I _ I /I ILIA.. V Lr ' j -, Jti, (.. M• '''1 I� � 1 ,i 6 r f O1 IP i . G O j « .Q , ! , � 7 y y. 1. 1 M. t N14 '•• �i, ++'i �r.M ; l " r V . h4�1 :f•YIi+or'S Rr N' 1 31 .. .. • .. 1 .!1 W 1 � 7 aar; sup' •� C .. L ... =�. •.;r �.J ., f ..'�• .,..,d• _ wr _ _.••.!! .1.r.... _ _ _MT t -4M' s_ _4!'s0'.. .n... • tl _ .._ sue*•' , � G • �ROpI tRAMfN4 PL. AN• 6L13 Z ... s5 _.,.i f tog? 9 r. o. •_ . (- -)n... fV .e Iowa/Cr • • - . . � , ,.. ,._ • : � I•, r • . A N 9 ill ! . . ..... . a • • .. 2 . . + • .. ,.0 n. u w q rl.', i .1. t. tl.�.�'! - r•- - � MAY 16 ,19 SUBMITTAL MicroMetl Small Curb for Carrier SPP Units with Sheet Metal Base Rails Part Number: 48/50ES, EZ, VLA24 -A36; 50GL, JZA24 -A36; CRB - SDSML - ** FORM NO. 7843 -2P DATE: 6/09 48 /50VT, XL, XT A24 -A30 Units SUBMITTED TO: RECEIVED L'D COMPANY: Carrier Unit MicroMetl Carrier D DRAWN BY: T. HUBBARD Curb No. Curb Na. JOB NAME: NOV 1 9 2012 48 /50ES, EZ, VLA24 -A36; CRB- SDSML -11 CPRCURB010A00 11 EQUIPMENT: 50GL, JZ A24-A36; CRB - SDSML -14 CPRCURB011A00 14 NOTES: CITYOFTIGARD 48 /50VT, XL, XT A24-A30 CRB - SDSML -24 N/A 24" Features: BUILDING DIVISION NOTE: For full insulated roofcurb, add CI to the end of the part number. • Constructed of heavy gage galvanized steel. • Roofcurb ships knocked down. • Easy field assembly. • Insulated deck pan. • Gasketing package and hardware included. • Wood nailer provided. 10" AM 21 9/16" WHIM UNIT BASE GASKET RAIL 16° s' 7. 1 0> ‘ �A CURB 1a. SIDE ANCHOR Insulated Deck SCREW Pan 44/////p. WOOD A NAILER • D I 16 • SIDE VIEW DETAIL '` aa 28 II 1 CORNER DETAIL NOTES: Do not use these curbs on unit without base rails. THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETL'S WRITTEN CONSENT MICROMETL CORP - 3035 NORTH SHADELAND AVENUE, SUITE 300 - INDIANAPOLIS, IN 46226 - 1- 800 - 662 -4822 - -- MICROMETL SPARKS - 905 SOUTHERN WAY - SPARKS. NV 89431 - 1- 800.884 -4662 . .,, . s.,. . r. .... .. .„., ,.. . .. :,.. . . . :: ---, gilt .. r . . '-rrt, • 1 . 1 .k. -4 .1 • - — _ • . . , ,..,.,,,. iD• . . •.: ' Illik' - • • • •.* . r . '' t , .. ....; . • ' . k .''' ' •J'• o ' a-'' ' i 'Mr ' t ` - • • 31 ,A , O -• il• . • ' . & • - , - . ,,,- - • - i - -44 . V • :.,- . . " ••.... ,...- - J. 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