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Plans r t 1 ^ 1 • •• •• •• • • • • •• • • • • • • • • • • •• • •• • • •• •• • • •• • • • 000 • • •• • • • • • • • • • • • • • • • • • •• • • • ••• • ••• - • • • • • • • •• • • • • • • • •• • • • • • • •• • • • • • • 0041 ••• • 800 • • • 000 • • •• •• • • GROW ROOM • • . MECHANICAL ADDITION CITY OFTIGARD REVIEWED FOR COD COMPLIANCE 6830 SW Bonita Road Approved: [ Tigard,Oregon 97224 OTC: [ ] Permit#: `;(1 ed_24.c2 - t( Address: .=�C 1cc Suite ••.. By: .i li -1 Date: Z-1'2_7 fur ,,„„. STRUCTURAL CALCULATIONS VLMK Project Number:20170014 OFFICE COPY Climate Control 16500 SW 724 Ave. Tigard,OR 97224 .0 PROres 02/02/2017 �,SRUCTUi 4 6, oy9 f IlkOR ON .8. 423,,I�O- tte ? V EXPIRES: 0-2017 VPrepared By: Leandro Pimenta V IV! February 1,2017 ENGINEERING + DESIGN s f f •• ••• • • • •• e• •• • • • • • • • • • • • • • • • • • • • •• •• • • • • • tructurokleulotions:go�u Roorr4 Mec�anijattldition DC-1 • • • • • • •Proj et: • • •' GrovwRoocr,r Mechanical Addition Project Number: 20170014 • . • •• • • •PrejectAddress: ..I83Q S N 'l�onita Road Document: Structural Calculations for Tigard, Oregon 97224 Building Permit .. S. • • ••• ••. • • • • • • • •.• • TABLE OF CONTENTS 4,5,,pesign.Outline ctrl Crit9rjbc« ; DC-1 thru DC-2 Structural Details gl a. l�~: 4` S-0 thru S-3 Structural Calculations . ' F' C-1 thru C-5 Ip • .�••: a erences - ..,—,. ,,., R-1 thru R-2 G:\ cad2017\201/0014\Calculations\C Sheets.docz 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com . .. .. •.. . . . ••• • • . .•. .•• • • • • • •• ••• ••• • •• • Structural Calculations:Grow Room—Mechanical Addition • •• •• •• DC-2 . • •• •• DESCRIPTION OF STRUCTURAL SYSTEM • •• "' •' •'• • . •• • • • • • • . • • • • • • • • • •• ••• •• • • • • • • •• • • ••. • This 'Grow Room —Mechanical Addition' consists of the design of wall supports for X10) heat pump units at the site located at 6830 SW Bonita Road, Tigard, Oregon 97224. ..• •..• •• • •• .. •• • • • • • • • • •.• • ***LIMITATIONS*** VLMK Engineering + Design 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 Engineering + Design for items beyond that shown in this Structural Calculation Package. CODES 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS Dead Loads Mechanical Equipment Carrier '25HCD360' Unit 250 lbs Wind Ultimate Design Wind Speed, Vui} 120 mph Risk Category II Wind Exposure B Seismic Location Latitude 45.41522 Longitude -122.74698 Seismic Importance Factor, le 1 .0 Risk Category II Site Class D Spectral Response Coefficients Sds = 0.720 Seismic Design Category D Component Anchorage Factors a RP IP LI) HVAC Equip 2.5 6.0 1 .0 2.5 G:\Akad2017\20170014\Calculations\DC Sheets.docx 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com • •• •• ••• • • • • •• • • •• • ••• • . • • • . • • • • • •• • • •• o a • • • • s•• •• ••• -i O • • • • • • • 1. • • • • • • • • • • • • • • • • • • • •• • •• • • • ••• ••• • ••• • ' ■ L • • : • • • 'I • • .• • L_ • ® TYP M I ■ 1 1 I lizawassisswasiair 1 1 1 1 1 J nyl I _ Qg 1 .3 ihu rHiiHili-----r" 5 4 r: .... h f� III ■ Q 4 f r'''1'1 4 i k A PLAN VIEW 0 Il 11I S_I 3/64"= 1'-0„ N N GROW ROOM MECH. ADD. 20170014 02101117 6830 SW BONITA ROAD LSP SMS PORTLAND,OR °"""" "�"�° V L lvi K ENGINEERING + DESIGN PLAN VIEW S-1 3933 SW Kelly Avenue Portland,Oregon 97231 tel:503.222.44531 fax 503.248.92631 www.vknk.corr •• • • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • •• • • ••• • • • • • • • • • • •• • • • • • • • ••• • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • J • ••• • ••• ••• • •• •• ••• ••• EXISTING WALL PANEL •• • F • •• . • .. ••• ••• • • cn UNISTRUT'P1000' '4, TYPICAL I LII UNISTRUT'P1546' I ANGLE FITTING, BOTH ' I` ENDS,TYPICAL I I ., I I` `` . . I I . . I I • ♦ _ - "`_-. I I f ~, I I ♦ ♦ I I ` ` \ ` I I . ♦ I I ` ' I � � 25HCD3 UNIT 1 l._ WT.=250 LBS MAX) i 1 ` ` N I I ♦ ♦ I I ` I 1 ` ` I I ♦ . II ` ` - \ . I I . ♦ I - .. ♦ " I I ♦ . ® 1 I I I ` ` I II 1 . J ` ' I--- II--—-—°- I i EXISTING Z-GIRT, I 1 2'- 10" 7 1/2" I TYPICAL 1 I 1 1 UNISTRUT'P1026' 90 DEG FITTING TYPICAL 1/2"DIA BOLT WITH 1/4"WASHER EACH SIDE,TYPICAL CD DETAIL 1"= 1'-0" 4 N O_ r` cS O N N GROW ROOM MECH. ADD. 20170014 02101117 - 6830 SW BONITA ROAD LSP SMS PORTLAND,OR SMS VV L MK ENGINEERING + DESIGN DETAILSS 2 33 SW Kelly Avenue Portland,Oregon 97231 tel:503.222.44531 fax 503.248.92631 www.vImk.corr , f , • •• •• •• • • • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • •• •• • • • • • • • • • ••• • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • • • ••• • 1 •• • • EXISTING WALL • • ••• ••• •• • • PANEL •• ••• • • UNISTRUT'P1031' UNISTRUT'P1000' UNISTRUT'P1036' FLAT PLATE,TYP TYP FLAT PLATE, TYP '1' 40 1002J 10 0 0 0 L 6 10 601 god • 1 1 EXISTING Z-GIRT-1.-; (2)3/8"DIA BOLTS TO 1 _ I I UNISTRUT AT PROVIDED 1 coo - TIEDOWN HOLES `� ' I I , in 1 1 1 1 1 1 1 1 1 1 1 1 I ' r P0I 0 109 • 1 1 , 0 I 10 01 X00 2'-10 3/8" 1 —_,_ 1 1 UNIT ABOVE NOTE: BRACE OMITTED IN THIS VIEW FOR CLARITY Tr Lo DETAIL S_3 1"= 1'-0" Lo0 N EN N '� 170 GROW ROOM MECH. ADD. 20014 02101/17 DATE 6830 SW BONITA ROAD LSP SMS PORTLAND,OR °""`M' 00000V L M K ENGINEERING + DESIGN DETAILS S-3 ww. 3933 SW Kelly Avenue Portland,Oregon 97231 tel:503.222.44531 fax 503.248.92631 wvlmk.cort •• •• • • • •• •• ••• • • • • •• • • •• •• • •• • • • • • •• • • •• •• •• • • l • • • • .. • S• ••• • • •• • • • • •• • VV L M K Project: GROW ROOM MECH/obtt: 20170014 By: LSP Date: 02/2017 sheet#: C-1 ENGIN!ERIRG♦•ESIGN ••• • • • • •• • • • • • • • '" • • • • • • • • • • • • • • • • • • • •• • • • ••• • ••• ••• • HEAT PUfP SUPPORT DESIGN: •• • • ••• •••• . • • • • • • • • • • • • .. ... . . • • • 1. Unit properties: (25HCD360) • 1.1. Weight: W:=250 lbf 1.2. Center of gravity: X:=17 in 1.3. Minimum clear wall distance: CLR:=6 in 1.4. Minimum CG distance from wall: X+CLR=23 in use 25 in 2. Gravity F.B.D. (per bracket side): T 2501bst2=1251bs Y 25 in x 33 in L e 3. Gravity design forces: 3.1. Reactions at T: RTY:=W+4=62.5 lbf RTX:=(TV=2)•25 in+48 in=65.1 lbf 3.2. Reactions at B: RBY:=W+4=62.5 lbf RBx:=—RTX —65.1 lbf 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.cam • •• •• •• • • • • •• 1 • • • • • • • • • • • • • • • • •• •• • • • • • • ••• • • •• • • • • • • • • • • . • • V VL MK " ' "• Project: GROW ROOM MECHIobtt: 20170014 BY: Date:ate: 02/2017 sheettt: C_2 ENGINEERING+DESIGN • • • • • • • • •• • • • • • • • • • • • • • • • • •• • • • • ••• ••• • ••• • 4. Wind F.B.D. (top view): • • • • ••• •• • • • ••• • 1951bs • ... R top view MS 25 in-►I C z� x . I- 5. Wind design forces: 5.1. Reactions at R: Rte:=195 lbf=4=48.75 lbf RRx:=(195 lbf÷2)•25 in=38 in=64.1 lbf 5.2. Reactions at B: Rix:=195 lbf-4=48.75 lbf RBX:_—RRx=-64.1 lbf 6. Check maximum loads on bolted connection: 6.1. Critical bolt tension (LRFD): Tu:=max(1.4.Rix 1.2.RTX+RRX)=142 lbf 6.2. Critical bolt shear (LRFD): Vu Rin c)(1.4•R ,,'�(1.2• )2 +RRz2)=92 lbf By inspection, bolted connection is OK 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax:503.248.9263 www.vlmk.com • • • • • •• •• •. • • • . •• • . • • • • • • • • • : • • • •• •• • • l • • •. : : •.• VV L M K Project: GROW ROOM MECH/ob#: 20170014 By: LSP Date: 02/2017 Sheet#: C-3 ENGIN...•G ,DESIGN ... • • • • •• • •• •• •• •• •• •• • • • • • • • • • • • • • • • • •. • • { • ••• • •.. ••• • 7. Check. • • • • • • • •Z.girt for bendjng.(Zee,13(3): • • 7.1. Gravity derbaYict Units,. . 10•ft minimum spacing, load shared between 2 girts 125 lbs 125 lbs 5 ft :4, 10 ft 5 ft --- 7.2. Moment demand (ASD): M:=125 lbf•5 ft=625 ft•lbf 7.3. Z-girt weak-axis section modulus: Sy:=0.394 in3 1.67 M=32 ksi < 50 ksi .'.OK 7.4. Z-girt maximum stress: fb=— Sy 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax: 503.248.9263 www.vlmk.com • •• •• • • • •.• • 1 • • • • • • •• •• • • •• • • • •• • •• • •• • • • ••• •• • • • •• • • • • • . • VV L M K Project: GROW ROOM MECHJobu: 20170014 By: LSP Date: 02/2017 Sheet#: C-4 ENGINEERING♦DESIGN • • • • • • • •• v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. • •• • ' ••• •' • • •' • • Mechanical Unit Anchorage Design '•• ::• :•• • ';' -r Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT •e• ••• • • •• •• • • • Seismic Parameters: • ••• ••• ••• • • • •• ••F• • • : 4 :•' I Sos =5...0.720 g Design Spectral Response Acceleration S2 = 1.0 Overstrength Factor [ASCE7 12.2-1 or 15.4-1] s 4 - � CG Ap = 2.5 [ASCE7 13.5-1 or 13.6-1] 12, = 6.0 [ASCE7 13.5-1 or 13.6-1] yc *cR Y Ip = 1.00` [ASCE7 13.1.3] 9 z = 10 ft Attachment height from base of structure 2 h = 19..5 ft Average roof height of structure from base d Xcg Wind Parameters: PLAN VIEW PHORIZ. = 27,6 psf Design Wind Pressure (psf), 1.0W UPLIFT = 27.6 psf Design Wind Pressure (psf), 1.0W Mechanical Unit Parameters: G Wu = 250' lbs Total Weight Zcgr tet' X = 35,0 in Base Dimension (max) ' ' Y =a 35.0 in Base Dimension (min) Z = 29..0 . in Height of Unit SIDE VIEW Zcurb = 0.0" in Height of Curb, where occurs Load Combinations: Xca = 17;0 in Center of Gravity Seismic: Wind: Yoq = '.16.0 in Center of Gravity (0.9-.2SDS)D + QE 0.9D + 1.0W Zca =z v 12.0 in Center of Gravity (excluding curb) (0.6-.14SDS)D + 0.752E 0.6D + 0.6W ANALYSIS Base Shear: (Load applied to all (4)anchors/corners together) Seismic: 0.4a S W Fp = p IS p ,,1+2 h1J= 61 lbs <_ 1.6SD5I pWp = 288 lbs OK R p1 p >_ 0.3SDSIpWp = 54 lbs OK Base Shear, 52V„E = 61 lbs Seismic, S2E Wind: Vuw = 195---lbs Wind, 1.0W 14,,BAsE = 195 lbs Wind = 117 (ASD) Anchor Shear: (Load applied to each anchor/corner) Seismic: Design Eccentricity =' 5% Anchor: dx dx^2 dy dy^2 ex = 1.35 in ev = 2.3 in 1 17 289 16 256 MX_X = 82 in-lbs Mv_v = 140 in-lbs 2 18 324 16 256 Y Direction X Direction 3 17 289 19 361 V1,3 = 16 lbs V1,2 = 17 lbs 4 18 324 19 361 V2,4 = 16 lbs V3,,4 = 17 lbs 1226 1234 Wind: V1,2,3,4 = 49 lbs Max VU,ANCHOR = 49 lbs Wind = 29 (ASD) Overturning/Uplift: (Load applied to each anchor/corner) Seismic: Mot = 729 lb-in Seismic, QE Net Tension: TX* = 44 lbs Mres,x = 3213 lb-in Seismic, QE Tv* = 48 lbs Mres,v = 3024 lb-in Seismic, 52E ' \ Wind: Mot = 2821 lb-in Wind, 1.0W Max Tu,ANCHOR* = 48 lbs k tit-4 Mres,x = 3825 lb-in Wind, 1.0W = 25 (ASD) ' ` Mres,v = 3600 lb-in Wind, 1.0W *Negative(-)values indicate there is no net uplift 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222.4453 fax: 503.248.9263 www.vlmk.com l DIMENSIONS - ENGLISH (NT SERBS pHELECTRICAL A B C D E F G K L M N P SIPPING SIPPING 25HCD318 0 X 0 0 0 23 1/8' 28 7/76' 1i3 3/4 5/6• / 7/16' 18 1/16• 7 13/18• 2 13/16• 1/1' 17 1/2' 10 7/2' 11 l/2' 119 Ms' 24 1/WSGHT WEIGHT Obs) dMENSIONS / xX 3W 5/ID 25HCD324 0 X 0 0 0 23 1/8• 31 13/16'13 3/4' 3/4• 4 7/16• 18 1/16• 7 13/16' 2 13/16' 1/2' 11 1/2• 10 1/2• 12 1/2' 1218" 0 25HCD330 0 X 0 X 0 31 3/16" 28 7/16• 3 3/4• 3/4• 6 9/16• 24 11/16' 9 1/8' 2 15/16• 5/8• 15• 15' 11 1/2" 149 732 3/36' X 32 2/ 170 4 1/8. 3 2/ 168' X 0/ 2580336 1 X 0 0 0 31 3/16" 31 13/16' 3 7/8• 7/8• 6 9/16• 24 11/16• 9 1/8' 2 15/16• 5/8• 15' 15• 12 1/2' 169 3/I X 30 5/8" 25HCD336 0 0 0 X X 31 3/16• 31 13/16• 3 7/8• 7/8' 6 9/16• 24 11/16' 9 1/8' 2 15/16• 5/8' 15• 15' 12 1/2' 169 189 32 3/16' X 32 3/16' X 34• 258CD3/2 1 X 0 0 0 31 3/16" 31 13/16' 3 7/8• 7/6• 6 9/16• 24 11/16• 9 1/8' 2 15/16' 5/8' 15• 15• 12 1/2• 180 32 3/16' X 32 3/16• X 34• 25HCD342 0 0 0 X 0 31 3/16• 31 13/16• 3 7/8• 7/8• 6 9/18• 24 11/16• 9 1/8• 2 15/16' 5/8• 15• 15" 12 1/2• 180 200 32 3/16' X 32 3/16• X 34• 25H228 32 3/16"3/16 /7CD348 1 X 0 0 0 31 3/16• 28 7/16' 3 7/8• 7/8• 6 9/16• 24 11/16' 9 1/8' 2 15/16• 5/8• 1S• 15' 11 1/2' 208 200 32 16' X 616' 3 32 32 3/16'3/16 /1 16' X 616X 3 35• 25348 0 0 0 X X 31 3/16' 28 7/16' 3 7/6• 7/8' 6 9/16" 2/ 11/16' 9 1/8' 2 15/16• 5/8" 15' 75' 11 1/2• 20830 5/8251103482 HCD36, 6 X_ 228 32 3/16' X 32 3/18' X 30 5/8• 0 X X 35' 28 15/1 '1 /8' 7/8• 6 9/16' 28 7/16' 1/8" 2 15/16" /.' 17' 16• 250 - _ 28 3. 7/0' X 3 5/16• X 32 9/16• 1 § i 1: X = YFS 0 . NO A- so. AIR DISCHARGE M AIR IN AIR ` / G DISCHARGE vD \ (--- - a � iI11 i_I %_��`� FIELD CONTROL � •'%=�," B SUPPLY CONN, ISI �. �,` 417/8' HOLE III►/! .�b.1\`�� FIELD POKER SUPPLY CONN. AIR IN----.- • • • {6 7/8' HOLE WITH WIL____C::: „. ••• •• ••••411 1/8' KNOCKOUT •e '�III // • •F �._y.4�MR IIP ::: 413/6• LIOUID LINE CONN Ilk � • 1 1. 3 13/18' .1i O4`` „ ,,...i.:7// •• •• ••f.:: ; • • OD VAPOR LINE CONN. L •• • 1 I/O" I i U11T SIZE MOUNTING PAD K ~ LAIR IN •••••• • • • • MAUSDRIENSIONS • 03/8" TIEDONN KNOCKOUT • ••••• • •• 18,24 23 1/2• X 23 1/2' 121 PLACES ••• • 30,36,42,48 31 1/2' X 31 1/2• • • • •• • 60 35• 1 35• •••• 73 25HCD3 • • • . . . . . . . . • . •. • . • Cees&Zees and Additional Structural Sections • ' '' •' • • • •• •• • R_2 • . . . . :• r-B-.1> Zee Section Properties Axis x-x Axis v-r Section Ga Mfg. Wt A 1 s . • 1 • • •• ••• L D x B Loc. (lbs/ft) in' • s•in° in' . in • 1214 • IV • i; , ' in 4 x 1.625 18* (F) 1.28 0.261 0.946 0.428 7.5$6::4.28 :•00.;43 0.1563 •0.547 D 4 x 2.25 18* m 1.6 0.316 1.205 0.523 1.629 0.876 0.311 1.365 0.922 16 (T) 2.01 0.459 1.551 0.709 1.612 ' '10 '. 0012 :'1.31'. 0.943 4 x 2.5 18* (F) 1.6 0.292 1.226 0.501 1.659 (i.90i•;0'i'1i :'1.341 : 0.672 16 (F) 2.01 0.407 1.596 0.656 1.65'3 11 149• 0.394 11.395 0.693 14 (F) 2.38 0.521 1.9 0.802 1.648 1.371 0.469 1.399 0.712 5 x 2 18* (F) 1.6 0.289 1.856 0.644 1.987 0.529 0.22 1.061 0.672 16 (F) 2.01 0.404 2.317 0.839 1.982 0.669 0.277 1.065 0.693 14 (F) 2.38 0.553 2.735 1.074 1.976 0.799 0.33 1.069 0.712 6 x 2.25 16 (T) 2.41 0.468 3.963 1.216 2.368 1.107 0.392 1.25 0.943 14 (T)/(F) 2.8560 0.6179 4.6878 1.5223 2.3623 1.3197 0.4658 1.2534 0.9615 6 x 2.5 16 (F) 2.41 0.416 4.009 1.125 2.397 1.149 0.394 1.274 0.693 14 (F) 2.86 0.537 4.805 1.37 2.392 1.371 0.469 1.278 0.712 7 x 2 16 (F) 2.41 0.41 5.1 1.33 2.684 0.669 0.277 0.972 0.693 14 (F) 2.86 0.563 6.029 1.691 2.679 0.8 0.33 0.976 0.712 7 x 3 16 (F) 2.81 0.426 6.031 1.444 2.81 1.812 0.531 1.481 0.693 14 (F) 3.33 0.555 7.281 1.769 2.805 2.162 0.632 1.485 0.712 12 (F) 5 1.056 11.437 2.914 2.789 3.294 0.957 1.497 0.771 118 x 2.5 16 (F) 2.81 0.42 7.834 1.625 3.1 1.149 0.394 1.179 0.693 14 (F) 3.33 0.544 9.389 2.035 3.095 1.371 0.469 1.183 0.712 12 (F) 5 1.073 13.951 3.403 3.081 2.093 0.711 1.193 0.771 l% 8 x 2.75 16 (T) 3.01 0.483 8.635 1.849 3.141 1.762 0.53 1.411 0.943 14 (T) 3.57 0.613 10.329 2.275 3.136 2.101 0.63 1.415 0.962 12 (T) 5.35 1.215 15.334 3.834 3.12 3.198 0.954 1.425 1.021 8 x 3.5 16 (F) 3.21 0.429 8.815 1.642 3.221 2.69 0.687 1.688 0.693 14 (F) 3.81 0.564 10.547 2.188 3.217 3.207 0.818 1.692 0.712 12 (F) 5.71 1.033 16.877 3.447 3.202 4.879 1.237 1.704 _0.771 9 x 2.25 16 (T) 3.01 0.474 10.311 2.023 3.416 1.107 0.392 1.118 0.943 14 (T) 3.57 0.627 12.217 2.635 3.411 1.32 0.466 1.121 0.962 12 (T) 5.35 1.118 18.16 4.036 3.396 2.013 0.705 1.131 1.021 9 x 3 16 (F) 3.21 0.429 10.963 1.844 3.514 1.812 0.531 1.386 0.693 14 (F) 3.81 0.56 13.094 2.456 3.509 2.162 0.632 1.389 0.712 12 (F) 5.71 1.074 20.525 4.096 3.495 3.294 0.957 1.4 0.771 10 x 2.25 16 (T)/(F) 3.3210 0.4749 12.818 2.1030 3.7519 1.1060 0.3914 1.0826 0.9425 14 (T)/(F) 3.81 0.629 15.729 3.031 3.747 1.32 0.466 1.086 0.962 12 (T)/(F) 5.7121 1.1244 23.411 4.5493 3.7329 2.0140 0.7056 1.9480 1.0215 10 x 2.5 16 (F) 3.21 0.423 13.458 2.007 3.776 1.149 0.394 1.103 0.693 - 14 (F) 3.81 0.548 15.934 2.654 3.772 1.371 0.469 1.106 0.712 12 (F) 5.71 1.087 23.732 4.635 3.759 2.094 0.711 1.116 0.771 10 x 3.25 14 (1)/(F) 4.28 0.626 18.905 3.012 3.902 3.137 0.818 1.578 0.962 12 (T)/(F) 6.43 1.162 28.55 5.124 3.887 4.767 1.237 1.588 1.021 4 WWW.aepspan.com *These items are available as a non-standard DIMENSIONS - ENGLISH •• •••••. OPERATING SHIPPING •••• • • ELECTRICAL A B C D E F G K L M N P WEIGHT (b931 WEIGHT • pb • �y,j� W x F0 •• UNT SEftIEs CHARACTERISTICS •• �p's/a 25HCD318 0 X 0 0 0 23 1/8" 28 7/16' 3 3/4' 5/8' 4 7/16' 18 1/16' 1 13/16' 2 13/16' 1/2' 11 1/2' 10 1/2' 11 1/2• 119 131 •• 24x118" 1 242i/8'4 X X 34' • 25HCD324 0 X 0 0 0 23 I/8' 31 13/16' 3 3/4' 3/4' 4 1/16• 18 1/16' 7 13/16' 2 13/16' 1/2' 11 1/2' 10 1/2• 12 1/2' 124 142 • 25HCD330 0 X 0 X 0 31 3/18' 28 7/16' 3 3/4' 3/4" 6 9/16' 24 11/16' 9 1/8' 2 15/16' 5/8" 15' 15" 11 1/2' 149 110 •;::VW 32 3/16' X 30 5/8' • 25HC0336 1 X 0 0 0 31 3/16' 31 13/16' 3 7/8' 7/8" 6 9/16' 24 11/16' 9 1/6' 2 15/16' 5/6' 15' 15' 12 1/2' 169 189 •• •: 3/16' X 32.3�76'•1t•3/' • 25HCD336 0 0 0 X X 31 3/16' 31 13/16' 3 7/8' 7/8' 6 9/16' 24 11/16' 9 1/8' 2 15/16' 5/8" 15" 15' 12 1/2' 169 189 •• •• 25HCD342 1 X 0 0 0 31 3/16' 31 13/16• 3 7/8' 7/8' 6 9/16' 24 11/16' 9 1/8• 2 15/16' 5/8' 15" 15• 12 1/2' 180 200 •• 7 3/16' X # 3gW+X 34' • • 25HCD342 0 0 0 X 0 31 3/16' 31 13/16' 3 7/8' 7/6' 6 9/16' 24 11/16' 9 1/6' 2 15/16' 5/8' 15' 15' 12 1/2' 180 200 ••�•32•3/18' X 717.3/16�1r 34' 2514CD348 1 X 0 0 0 31 3/16' 28 7/16' 3 7/8' 7/8• 6 9/16' 24 11/16' 9 1/8' 2 15/16' 5/8' 15' 15' 11 1/2' 208 228 32 3/16" X 32 3/16 VX 30 5/8'• 32_016' ••• 25HCD348 0 0 0 X X 31 3/16' 28 7/16" 3 7/8' 1/8' 6 9/16' 24 11/16' 9 1/6' 2 15/16' 5/8' 15• 15' 11 1/2' 208 228 L.,332_ 16' X 32 3/16' X 30 5/8" 25HCD360 0 X 0 X X 35' 28 15/16' 3 7/8' 7/8' 6 9/16" 28 7/16' 9 1/8' 2 15/16' 5/8' 11' 16' 12' 250 282 • 36 148' X 39 1414:1•3I 9116" • • • • § 1 i X = TES • • • 1 O= NO AAS A So. F-M AIR IN AIR AIR DISCHARGE DISCHARGE f / ~G - ! FIELD CONTROL I ,'''j:.... .' ``� SUPPLY CONN. I ((it B 07/8" HOLE �I AIR IN--..- `k11 /) /f F FIELD POWER SUPPLY CONN. 146,.. --�J-'�� \�`\ /� AIA 1N 00 7/8' HOLE WITH ', 03/8" r IF ...‘ s N LI0U10 LINE CONN. 4,,kli.,0013:-.. �� •D►l4P1Ulimmimamommil C 3 1/2' E 1 1/8' +3 13/16"I ,., '� ) ----- - LA--1 L 0D VAPOR LINE CONN. 1 1/8' I K F— IIR IN "mum WIT SUE MOUNTING PADDIENSIONS 03/8' TIEDOWN KNOCKOUT (2) PLACES 18,24 23 1/2' X 23 1/2' 30,36,42,48 31 1/2' X 31 1/2• 60 35• X 35' I • 25HCD3 • I. DIMENSIONS - ENGLISH 1A11T SERFS ELECTRICAL A B C' D E F G K L M N P OPERAT0�I3 NG SIPPINGCHARACTERIS CHARACTERISTICS WE]OHT 1130 WEIGHT Ibs) DIMENSIONS R. x W x HI 25HCD318 0 X 0 0 0 23 1/8' 28 7116' 3 364" 5/8' 4 1/16' 18 1/16' 7 13/16' 2 13/16' 1/2' 11 1/2' 10 1/2' 11 1/2' 119 137 24 1/8' X 24 1/8' X 30 5/8" 25HCD324 0 X 0 0 0 23 1/8' 31 13/16' 3 314" 3/4' 4 7/16' 18 1/16' 7 13/16' 2 13/16' 1/2' 11 1/2' 10 1/2" 12 1/2' 124 142 24 1/8' X 24 1/8' X 34' 25HCD330 0 X 0 X 0 31 3/16' 28 7/16' 3 314' 3/4' 6 9/16' 24 11/16" 9 1/8' 2 15/16' 5/8" 15' 15' 11 1/2' 149 170 32 3/16' X 32 3/16' X 30 5/8' 25HCD336 1 X 0 0 0 31 3/16' 31 13/16" 3 1 O' 7/8" 6 9/16' 24 11/16' 9 1/8' 2 15/16' 5/8" 15' 15' 12 1/2' 169 189 32 3/16' X 32 3/16' X 34' 25HCD336 0 0 0 X X 31 3/16' 31 13/16' 3 1 8' 7/8' 6 9/16' 24 11/16' 9 1/8' 2 15/16' 5/8' 15' 15" 12 1/2" 169 189 32 3/16' X 32 3/16' X 34' 25HCD342 1 X 0 0 0 31 3/16' 31 13/16' 3 1'8' 1/8' 6 9/16' 24 11/16" 9 1/8' 2 15/16' 5/8' 15' 15' 12 1/2' 180 250CD342 0 0 0 X 0 31 3/16' 31 13/16' 3 148' 7/8' 6 9/16' 24 11/16' 9 1/8" 2 15/16' 5/8' 15' 15' 12 1/2' 180 200 32 3/16' X 32 3/16' X 34' 25HCD348 1 X 0 0 0 31 3/16' 28 7/16' 3 1'8' 7/8' 6 9/16' 24 11/16' 9 1/8' 2 15/16' 5/8' 15" 15' 11 1/2" 208 228 3232 3/1616X 3232 3/163/t6X 3035/8' 25HCD348 0 0 0 X X 31 3/16' 28 7/16' 3 1,8' 7/8" 6 9/16" 24 11/16' 9 1/8' 2 15/16' 5/8' 15' 15' 11 1/2' 208 228 32 3/16' X 32 3/16' X 30 5/8" 25HC0360 0 X 0 X X 35' 28 15/16' 3 14" 7/8' 6 9/16' 28 7/16' 9 1/8' 2 15/16' 5/8' 17' 16' 12' 250 282 36 1/8' X 39 5/16' X 32 9/16' X = YES il R 11 i 0= NO S0. AIR DISCHARGE M AIR IN AIR DISCHARGE f / l FIELD CONTROL �'-. SUPPLY CONN. /�� •`, B 07/8' HOLE 1------1: / ', m� �//,'//.;;;;/;;;;;;::;;;!-Iii 11(/Yi • AIR IN—� •••• •FIELD POKER SUPPLY CONN. • • • ¢S 718' HOLE KITH911 1/8' KNOCKOUT ° � � , � •••N•••::. °••° `� �i �---4!1R IN • :A • • 583/8' ° \ J • • ••• s LIQUID LINE CONN. .. \ ��,/ • •• • 3 13/16' p� ;� :1: •• •••• •• �D VAPOR LINE CONN. I L .„2 1 ip, •• • • •••• : • 1 1/ 8' I •• • K 1-- .••.•• • • INT SIZE MOWING PAD AIR IN • • IMMENSIONS1213/8" TIEDOITN • KNOCKOUT • • • •° • 18,24 23 1/2' X 23 1/2' 121 PLACES w••• ••• • 30,36,42,48 31 1/2' X 31 1/2' • • •• • • 60 35' I 35' X�11.3••• • I 25HCD3 DIMENSIONS • •• •• •• • • • • •• • • •• s • • • •,.. •• • • • • • WIT RIES A • •• •S. • • • • • 8 C 0 E F 6 N • • • emu •sSNI(LDS)�• SHi(LBA~ PFIMNGO1f A 49 5/8' 17 S/8' 15.3/4: 15 S/8' 15 3/8• 23 1/8• 23 S/8' 11261 _ • • • RI NAI?IR-COATED TIN-COATED PFIINB02$ A 19 S/8• 17 518' 15 311' IS SIO• 1S 318' 23 11O' 23 S!O' 'f• 122 122 PF•NN1031 A 53 7/16' 21 110• If t1I• 10 1/8' II 3/16' 26 15/t6• 27 1/2• _ t9• 121 122 - • PFONO037 A 19 S/8• 21 1/8• 19 1//' 19 1/8' 15 1t/I6' 23 7/16• 23 1/8' • • •MO • • 1 ST• • MINMINIUMA B 518• 21 1/0• 19 1/4• 1$118' 15 11/16' 23 7116' 23 118• • •157 • 1;1 - • • : IPF•NbNIN A 53 7/16• 21 11116' 22 3/1' 22 11/16• 19 1/2• 27 1//• 26 1S/16• 28 5/16' r • • 105 4$4,,e tii • PHNOM A 59 3/16• 21 11/16' 22 311• 22 11186•25 1/4' 32 1S/16' 32 5/8' 31 1/16' •- • • . " • NOTE 201 I.EEDIEA NCEINETIp IS Til 0416 PDSITIDH OF MIT PI55ET Up5ft NOTE:ELld21'Fp}ME 2.All ENEIDR ANC I6'INCHES'PRESS NOTED. ••• ••• • • •• f01 PCE • • D11 UNIT CONNECTION SIZES ••i •• i•• ••• e• • • SUCTION: 010 TUB 025- 5/8' I.D. SWEAT : •: •• • • 030 THOU 037- 3//' I.D. SWEAT 042 TNRU 061 - 7/8' I.D. SWAT 22 1/16' LiQUID: 3/8. I.D. SWEAT CONDENSATE: 3//' FPT 10 3/16' I tt• 7/8' 2 1/8• 't-1• OUiIET AIR 1' CO 1 I., z a\-ALTERNATE LL li 7/8•.1 3/32',2iIA. K.O.'S d ALTERNATE FOR NiGH VOLTAGE OTE: NODULAR 7/8.01A. K.O. OPPOSITESIDE AUNITSTOO WILL NAVE • FOR LOW VOLTAGE A TRO-PIECE 7/8•, 1 3/31• • CONTROL WIRING CABINET FOR DIA. .O.' TACE OPTIONAL FIELD CONVERTED POWER WIRING RIGHT SIDE RETURN OPENING 7/8•DIA. K.O. A (SLOPE COIL UNITS ONLVI 1 7/8' FOR LOW VOLTAGE CONTROL WIRING 1 1/2' ■liraIII. 1 15/14' t - TOP VIEW ' 3/8• 1111 I ° � I 3/16' _ 8 MAY H 15/16•-4 1.•,------C__-1 11 18'---may NODULAAUKiTS ,iSCONNECT OR 11 CIRCUIT BREAKER 1 3//' I I. LOCATIONL ., 1111 ' OWSOWER• CONTROL. • I ELECTRIC HEATER ACCESS PANEL OPENING 1 1/4' 19 13/16• RIGHT SIDE VIEW 2 +/1• OIL ACCESS ,41111PANEL INLET AIR 2 5/8• A PANEL" (QUID LINE CONNECTION 111 I. EaTION LiNE CONNECTION IQU1D LINE • E • men.- 3 1/16' CONNECTION IOU ID LiME ° • CONNECTION 10 7/16' 0 -i e 440 111 di e • (:11) 6 3/16' CONNECCTICM 10 /] 7u �: 91/Y V � V • 5, c FILTER ACCESS ■■ w� Nngpmiwomi I OPENING PANEL 1' L-— D iNLIT AIR SLOPE COIL DETAILS ACCESS PANEL CONFIG. FOR CONNECTION LOCAiIONS SHOWN SLOPE COILS FRONT VIEW FOR UPFLOW OR NORI2. DOONFLOR OR N0R11. SHOWN WITH 'A'COIL DETAILS CONNECTION LEFT APPLICATIONS RIGHT APPLICATIONS LOCATIONS FOR UPFLON OR NORI1. APPLICATIONS "A" COILS DOWNFLOW APPLICATIONS Fig.1-PF4MNB-English aloofa t 3 1 DIMENSIONS • •• •• •• •• • • • • • • •• • ••• • • • • • • • • s •• •• ••S . • • • • MIT SEAIES A B C D E F ••• • •am •SNIPPING IT i SNIPPING St 6 N• • • -tel—A—llr ILNSI • 11191110 PF•N001f A 19 5/8' 17 5/8' 15 314' IS 5/0• 15 3/8' 23 1/8• 23 S/8• • • • WIPE 'A'• NUN TIN-COATED TIN-COATED PF11�9025 A 19 518' 17 S/8' 15 3/1• 15 5/8' 15 3/8• 23 1/8' 23 5/8' - If' X - 122 122 PF1Nn031 A 53 7/16' 21 1/8' 19 1/1' 19 1/8' 19 3/16' 26 15/16' 27 1/2' _- 1f' X - 122 122 P741018637 A /9 5/8' 21 111' 19 1/1' 19 1/8' 15 11/16• 23 7/16' 23 1/8• " • • X 100 1 •� • 1ilf 7, 511 • PF81N9613 A 19 5/8' 21 1/8• 19 1/1' 19 1/8' 15 11/16' 23 7/16' 23 1/8' - 0 i • . • 1 •• •IST I� • ,f 157• PF1IU$I6/9 A 53 7/16' 21 11/16' 22 3/1• 22 11/16' 19 1/2* 27 111• 26 15/16' 28 S/16' •• - X• : Ins PFNNd061 A S9 3/16' 21 11116' 22 3/1' 22 11/16' 25 1/1' 32/5/16' 32 518' 34 1/16• • - I e L X••• 285 ••• 189 201 201 I Mt: I.AXOIXA N:A0OIilUA to Tq lin TOi1T10A • • ••• • • • 1'jp y�ilia AOOrt OF NIT OIOOUT A••[N �� 2.ILL 01160 M 110 5 A16 II'IA '/161115 KM. • • • UNIT CONNECTION SIZES • •••• ••• •• • • • •. SUCTION: 018 TNOU 025- 5/8' I.D. SWEAT ••• • 030 TBIU 037- 3/1' I.D. SWEAT 012 1199 061 - 7/8. I.D. SWEAT 22 1/16• LIQUID: 3/0' I.D. SWEAT CONDENSATE: 3/4' IPT 10 3/16' 11• f-7/8' 2 I/8'1I_i. r 3//• OUTLET AIR + CO I, .I II .4(:),1/4,..4 LTERNATE L+- 7/8'.1 3/32'.2•DIA. N.O.'S ALTERNATE FOR HIGH VOLTAGE NOTE: NODULAR 7/8'ALT. N.O. POWER WIRING UNITS WILL HAVE CL • OPPOSITE SIDE CABItNOETIECE • 7/8', 1 3/32' FCONTRROLITIR NG FORHIGH A. KVOLTAGE OPTIONAL FIELD CONYEpiED POWER WIRING RIGHT SIDE RETURN OPENING A /SLOPE COIL UNITS ONLYI 1 7/8' FOR•LOW VOLA. TAGE ill /r CONTROL WIRING — �{ -1 1/2• 111111 115/16' 1' TOP VIEW 1 3/8• �� • • 1 I 1 3/16' B MAXFH 15/16.41.... c_ .1 IS•�—� NODULAR .ISCONNECT OR IAf� CIRCUIT BREAKER i 3/1• II LOCATION1111 LOVER, CONTROL. 8 ELECTRIC NEATER ACCESS PANEL I lir"-`1I I OPENING ----"``1111 h 19 13/16' 2 1/2' RIGHT SIDE VIEW "r";-117-A-1"--1-'1# OIL ACCESS ' PANEL INLET AIR 2 5/8• .............. F.1:11.11 --mow.. I 11116• Li I77INGIII [QUID LINE CONNECTION PANEL 010ill 10010 LINE • E di • UCTION LINE CONNECTION +- 3 1/16' CONNECTION IOUID LINE • pp CONNECTION 10 7/16' III (53 e • 10 3/1' SUCTION LINE • (:111-1) 6 3/16' CONNECTION .� 91/2• Y yy I • • S' FILTER ACCESS : •� 'jti '' D I OPENING I PANEL INLET A)R SLOPE COIL DETAILS ACCESS PANEL CONFIG. FOR CONNECTION LOCATIONS SNON11 SLOPE COILS FRONT VIEW FOR UPFLOW OR NORMDOWNFLOT OA NDR12. SHOWN WITH 'A'COIL DETAILS CONNECTION LEFT APPLICATIONS NIGHT APPLICATIONS • LOCATIONS FOR UPFLOW OR 110011. APPLICATIONS „A° COILS DOWNFLOW APPLICATIONS Fig.1-PF4MNB-English nloola 3