Loading...
Report . , , gECENEL VLMKC O N S U L T I N G E N G I N E E R S 55033.2248.92 2 M :1 1 ZAtx vImk@v1mk.com ',*19.'! 'IP 3933 SW Kelly Avenue • Portland • OR • 97239-4393 www.vlmk.com STRUCTURAL CALCULATIONS for SCHOLLS FERRY BUSINES PARK BUILDING E HVAC REPLACEMENT 10100 SW Nimbus Ave CITYOVYfGA. Tigard, OR 97223 REVIEWED FOR ODDS cOMUNNICII for Approve& I y--" OTC: [ I Permit #: gifLEC 2r4 -c ,* tmeier Address: D( Mechanical ATTN: Bob Cleveland &the#: - 19570 SW 90th Court Nip :AC Data Tualatin, OR 97062 ZRVCTURq OFFICE COPY CEO PROFS C `��� I N s/O cc.'..7 _3;.: 5/20/14 G• ti criss C. S P,r�, EXPIRES: 6/30/20.14 Prepared By: Jason Sahlin P.E., S.E. VLMK Job Number: 20140300 • May 20, 2014 I Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies/Evaluations•Entitlement VLMK Consulting Engineers, Inc. Structural Calculations DC-1 Scholls Ferry Business Park - Building E HVAC SCHOLLS FERRY BUSINES PARK BUILDING E HVAC REPLACEMENT 10100 SW Nimbus Ave Tigard, OR 97223 VLMK JOB NO. 20140300 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC-1 mum Ito rrn IMO Samoa woo1101 U 331 IIR Summary Letter i>iorrnghA Aerial and Curb/Unit Attachments Details S-1 thru S-3 I I sO I 0 Structural Calculations C-3"-' gliftr C 6 ►t<<tT ,7 'l.r�ififlrtl Reference Sheets Only R-1 thru R-6 *Ma erwsuis DESCRIPTION OF STRUCTURAL SYSTEM The 'Scholls Ferry Business Park - Building E HVAC Replacement' project consists of the replacement of an existing mechanical unit on the facility located at 10100 SW Nimbus, Tigard, 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. • File:G:1Acad20141201403001Calcs520140300-DC.docx Page 1 Printed:May 20,2014 r Structural Calculations DC-2 Scholls Ferry Business Park - Building E 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, Pf 25.0 psf Dead Loads: Roof (Building E) 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'-0" 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 50YH-024) - See R-4 300 lbs New 2-Ton Unit (Model 48ES-A240403) - See R-1 310 lbs New Adapter Curb 127 lbs - Existing Curb (Assumed) 125 lbs Total New Mech Unit Load 562 lbs Wind: Basic Wind Speed (3-second gust) 95 mph Wind Importance Factor, IW IW = 1.0 Occupancy Category II Wind Exposure B Seismic: Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations Ss = 94.3% S1 = 34.0% Site Class D Spectral Response Coefficients Sds = 70.6% Shc = 39.0% Seismic Design Category D Component Anchorage Factors an RD Io HVAC Equip 2.5 6.0 1.0 File:G:1Acad20141201403001Calcs120140300-DC.docx Page 2 Printed:May 20,2014 Structural Calculations DC-2 Scholls Ferry Business Park - Building E 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, Pf 25.0 psf Dead Loads: Roof (Building E) 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'-0" 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 50YH-024) - See R-4 300 lbs New 2-Ton Unit (Model 48ES-A240403) - See R-1 310 lbs New Adapter Curb 127 lbs Existing Curb (Assumed) 125 lbs Total New Mech Unit Load 562 lbs Wind: Basic Wind Speed (3-second gust) 95 mph Wind Importance Factor, IW Iw = 1.0 Occupancy Category II Wind Exposure B Seismic: Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations Ss = 94.3% Si = 34.0% Site Class D Spectral Response Coefficients Sds = 70.6% 5d1 = 39.0% Seismic Design Category D Component Anchorage Factors ao Ro Ip HVAC Equip 2.5 6.0 1.0 File G:Acad2014\20140300\Calcs\20140300-DC.docx Page 2 Printed:May 20,2014 r VLNIK CONSULTING 2 503.222.4453 E N G I N E E R S 503.22.4453 vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • Oregon 97239.4393 www.vImk.com May 20, 2014 Bob Cleveland Reitmeier Mechanical 19570 SW 90th Court Tualatin, OR 97062 Re: Scholls Ferry Building Park Building 'E' - HVAC Replacement 10100 SW Nimbus Tigard, OR 97223 Dear Bob, 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 4251bs, and the new replacement unit with curb and adapter curb weighs approximately 5621bs. Based on our review, the existing roof structure will be adequate to support the replacement HVAC unit. Please verify the 2x support framing as indicated on sheet S-2 prior to the installation of the new unit. If the 2x support framing is not present, it will need to be installed. Also included in this package are calculations and details for attachment of the new HVAC unit and adapter curb 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•Civil Engineering• Industrial Engineering•Planning•Studies/Evaluations•Entitlement G:\Acad2014\20140300\Correspondence\20140300 VLMK Letter.Doc a p . . • • ®). w . w \IV • - , lir .i....Th , .. V i z.•- f .` -- £ • '',• Google eart '' '.. / al...:D �.. +c._. :. .?:.196669=Fr. IPS'il Wa a4 a)I fl Q EXISTING UNIT TO BE REPLACED WITH NEW 2.5 TON UNIT AND ADAPTER CURB (WT- 437#) SEE S-2 FOR SCHEMATIC FRAMING PLAN w ,,, II E 1 AREA OF WORK si I� , I S-1 NTS • \I S V L M K CONSULTING SCROLLS B.P. BLDG 'E' - HVAC 20140300_ 5/01 4 ENGINEERS 10100 SW NIMBUS JCS JCS °"" 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 OR 97223 '" TIGARD, B503.222.4453 e vlmk @vlmk.com AREA OF WORK S-1 503.248.9263 www.vlmk.com S,CE,NO V 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 = 437#) • ADDITIONAL 2x4 FRAMING l AS REQ'D. II ___.s_._._.(E) GLULAM BEAM _ ...,*,_.__ . • •T14P AI _ ROgi 0} .2v 4 z 2 G°l) >.'�.11 z J JI _e, �' -t ' () -2.x4: ' ep2 p5-^�/Ic--ii 17_390cThe w w w v 1111 (E) GLULAM BEAM __ . _ • LAN(ri- (E) 2x4 SUB-PURLINS AT 24" O.C. TYPICAL - —�� *- •'°¢i--- - ----- ZK4 cin-rc- ? Ir . _Tv Gen_k-Al-141 T4a 1 �r 12 „ O.(-. 2)e4 x +1-12" c.L AS w T-11-' • 4) - ft`s �- Scc� 0 ENLARGED PARTIAL FRAMING PLAN 1/4" = 1`-0" CONSULTING SCHOLLS B.P. BLDG 'E' - HVAC 240300 5`=4 ENGINEERS 10100SWNIMBUS JCS JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD, OR 97223 503222.4453 livimk @vlmk.com ENLARGED FRAMING PLAN S-2 503248.9263 www.vlmk.com *WHO V l i UNIT CASING it UNIT BASE AND BASE RAIL SECURE ANCHOR TO il UNIT WITH (4) #10 x t 1/2" TEK SCREWS '1- : 1 SECURE ANCHOR TO CURB WITH (4) #10 x 1/2" TEK .TI SCREWS, TYPICAL 16 GAUGE STEEL 'CANFAB' HVAC UNIT ADAPTER CURB OR EQUAL ANCHOR, (4) TOTAL, (1) EACH CORNER ON LONG SIDES OF UNIT SECURE HVAC UNIT ADAPTER CURB , / TO EXISTING CURB WITH MINIMUM A(4) #10 x 1/2" TEK SCREWS EACH _ CORNER AND AT 12" O.C. AT SIDES, " TYPICAL ' -F _1 EXISTING UNIT MOUNTING CURB (APPROX 14" HEIGHT) EXISTING ROOF SHEATHING ' EXISTING ROOFING _ f __ ------ - --- VERIFY THAT EXISTING CURB IS FASTENED TO ./ EXISTING SUPPORT FRAMING WITH A #14 SCREW - EXISTING FRAMING MINIMUM AT EACH CORNER AND AT 24" O.C., / PER PLAN EACH SIDE. IF ANCHORAGE DOES NOT EXIST, PROVIDE SIMPSON 'LTP4' OR 'A35' CUPS AT EACH CORNER AND AT 48" O.C. EACH SIDE FROM THE INSIDE OF THE CURB TO THE EXISTING ROOF FRAMING 0 HVAC CURB DETAIL 1 1/2- = 1'-0" V L I'll K CONSULTING SCHOLLS B.P. BLDG 'E' - HVAC 20300 5Z1 ENGINEERS 10100 SW NIMBUS 014 TIGARD, �""M JCS JCS 3933 SW Kelly Avenue - Portland - Oregon 97239-4393 , OR 97223 1503.222.4453 I vlmk @vlmk.com HVAC CURB DETAIL S-3 503.248.9263 www.vImk.com ... I Jot,, ,L.)o .,■-_,S ‘-OLJ t. , 11V1 M K E N G I CONSULTNG R S chent -, .-5-77-nAF.:1cel\.--. Job NoPC))40 30D E3y).• 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 ! • P 503.222.4453 503.248.9263 lil • oate 61)C- Sheet N.Jo.0...,"-- I ' .r......r,a....rI. ,•.,..:--1::r..4.1.:.,...-4... in.7.7•75.1`..z.:..1.r...4■r.tx4.•raj 54.7.rrA.7..*F.Ity.-..-41.47i..4).•.4.1a-r4.1144 T.,...,,,,.....71,,,,,..:,:+••.....„.9.,1..r.,1,...,...F.,zr_: -.1.-.7.„.., -T...r.,.;...,...1....1.7.,....--. ,, 4...2._..! • I. ,_,.. . .1. 1 .1. [ i : , i 1 i . ..+_. _i_ 4_,4,....„,_,.1_,....„ .-,_ : ,i___[__;___ ...,.....1, • . , i . , 1 :, 1 ..i.; .i .... T...r _.. r ,.....or .i. 1. . ___Ail !_,, ... ._./: ' - i %.14-, , ,•,.._ - -' 1 • 1 1- ,: 1 ; i j ! 1 411 . 1111 ' 1 ' ....__H___.-.I ! .44.0..._ ...,..;7: _I ,_...., ,--- - -. -.. - , .- itcpri--:. 1-7T:1-1 1 ' • I 1- I .-1-1-•-• ., --..-- --..--- - _1. _• .1__:. .; ;... f....• ... j 1. 11 11 1 ; I 1 itlial: 1 i I I.:- i 1 i'-r-1 fl.•A:1:r : ! t 7 ''' • i I 1 1 . 1 . } 1 1 --; I 1 --;--T-i-■ ..,4 1-i•--I ' 1 . 1, -- , ••,--, - • 4-. •• •• 111 -r-T . - 7 ; ,• -- i 111-1 .".--176-2,04:1? ----------1----1---1--- - ---1-i- -, --- - -1-- ---1- 1.-.---1.-1-•.: oiL ! ' : , 441 ' ' ' .u, 1 191.r, • rei .1 : '''' 71.• • II c T', .:-; '..7- -..71."-- 1 : i : , : ; , . I! , - 1 , wino,tut!r■_901-;-1-j-71- i t 1 r....',.....-",-- -. :---:--:--1_- .:..;__. J.,_ _ _wf‘...--.1-.--1-...-++.. -1,..A.........._--ce, i .:,,.•-,2...4.0-4:FT-:. 7,14-1-7- WINMENEMENG I ; i' .--' -r•-,.--,--,, . 1 7 I I : ; • 1 ' 1 ' I 1 '' ! r :- --1 •1-7-- -,--i• i 1 1.-j ' , •: ;/-: 1--- r--. 4 ,1-I-I- --1. i .- •! [ vii,, :-.- -:- T-74--!- • t-i.. i -- r----1 .ir - - -- L -i-r. -: '''‘. I V -4,-4-•4 -1 , -t .-.. li0--I---:-.-,----.--; --.-,---r-4-4-1,-J-i,--1--•-!-- i- , !--r. '. ' .-t__.-- --;,.-,:-- •-! i -:••-1---1- 4-41 - -1-0t,,-'S' • - H --i--.. -1-, I •tei,i •gs; 11/.441-1- --;--:- I--1- 44 -Cii) -JR IA! 71-1.1-1 r-+`-1.415.,VA-:, -. -I- i.-1-.--L71-1 .-..,..,..-1,-.7-: f 57‘-)tv- I i. it_ " '_.: • L ti_.i.. !. 1...:... ...1 _..11..1 .., 1 .. 1 -J.,..:„ _•. 1.._4___I. , ___I__: .I. , ...._t__ , 1 -fr ,. r- 1 r • , _, . 1 • i . _. .. . ...i, , , _ ..! ,_:., 1_• I. .....1...•_.1.. _I • ._•-. _, ti-i;..i.-__L.L.:!- T .i....--....-:.....-.1.L.,W1.4 ! -!-- -:- ! , ! • I .; .. ; 1_1 1 ,_ , 1. , • , ; ; , 1 • 1 1. i : . 1 I 1 1.-1 . ; --. -- • ----r- T-1--, ', ; . c•--F-1 7 j --;- ,. ". • . -- • • I ; i ,--- --I ----1 -. lis .- ! ': j601g3i/ -.1.' -, • - .'I- ‘. -.- '-- -1--.f-■- .---1;-.-1-1-r- -11----i-i-1-i- -1. T---"-1 ..",'"-T-1 • I.-I..'.-.,• -i I,- -„-• I.- i- 1 ; 1 1 1 1 T , 4--. , 1 A . i _____,...._ ___,.....1_„._j"...• •1•• ••••••1...-r- --I..•••••i•-.-- --.---•••• -,--4 • ... I Z." . : I ' I 1 . 1 : I 14L. .....14 ..... ,;..._. 1 -. _J.__ _....j} ..:.. '........j • 1. I ...i. i. i. • 1•- P -- !.-. -Pg-l-':-• 1,- • I •- - -•:.-1--I-11 .1-.3-..- I-!--+.-*-1-- -- -.1---1•.'-4- 1 ' --1 f-;•• 1 ! : I :•-I 1 I • ! :_4 • 1[ ' 1 , , ii _i ., I 1 ; 1 i 4 ; ,_. • , .; ,, : 4 L i , I ■ I I ' 1 -7i 7' 1•7: ;•----I4!--7-,--:--7,7-•-•F-.. •:.'1" . r" -i- '",- -I-1'" •1-, -1-7-1-1-•: ''IT-, 1--:- Fi ---1-1- . 1 -7 '--1---:--t - -- sa-r--- -;.---..--.-t-- • ------ --;.• 1, -1- -- a--- -„I-4- -!--•-T- - -, t.,- --T -. -t- ---:---;-- ."- t.•--1 1 .1 :. - "; '' I • . : i __',,, _ __I_ ; ......,....,.1.._•_.1.i_ ___4_1___ __,J_ __:_ 1 _1, i_I : ,_ : ■ J___ ,!-.... '. -. ...-1 .- 4 i' • -7' "-1-1"7- . T-: 1-1"1-' 1.- • k 1 ' • ' 141 117r-PEF-74..-- 4, f -- , "1 • . ‘-t-s-r- : . ,•--!--. -,-A I'••=. :- ..•-.--i --.•L l'-1--i--: • - 1--I.-11- 1--I- 1- ..;• I.-'- -- --1,- -'--.- --4- 1.---!. i -:-.4-. j.-I-J__;,-!--2,:---1-----; .-1- 1--1---' -1 -!---,•- 4-,--4-4-: .1 , , ; ii - -zifi ! i_ : , .. , 11111_ H . I . •i__i - i ' _I:7-1''•- ...:- r-.* ": ".- .-T .- --- 7 - 7- '-r- - . 1-r -1 -- -r--1---, ---r--, . ,--,--,••1-.-1_,; IL- " , 1-7-1 .4! i, : ; I. 1 I, 1 1 i 1.,.• 1 ' I_ . -____4 : ' H, .; 4_ 1 1, 1 .._1_,. .._ 11_I..j : I 1„L 4.4.„.J ' 1 H. I t . i . I ; [ -. If .-i. i. 1 )-11 .. . ii-`.'' -i---'' -.'-'!"'g-1.-,"1-.-t-, - •.. „..,,, r. . --•::,•ii }r7-1-:: ' ....d." /• 'Ai : -I' - --:7., ...,.-- ''''-r-.: .-:-.1------, ..t--..- _ .. ,... ' A • wit• .... AAR ' A _ • I 1 ‘ ;- •4 • • • • 3.:-.‘•• 1---1--'---1.---1:-!--I--;-I 4, : "'"' - • , ' . V.1.--•--.-.-i-; -I I' !...4.-.! -1___'.j....1_,..ie 1,__L_I, ..._1_,_:_. __-__,___„,; I : __, ,i f 1 _:. __L I : • ra I .,• .1 1 .1-11,; 1_1,J .: 1 II 1 Dfyie7 " _L •14T/1. 4,f...k._._ 1 'IP, , 1 1, ; . ' J t I-Ta_it ! 1 : : - • ; ' , . -..---, -•-.: ---.--1-- , --:- i..- .--- .-;_-.-47. , i . , , • i!.! 1 : L. .1 .1 I .!. I.. , .!. 'j - . ...I L ''. . : -I._ ! .1 • I.-- 1-.1---i.- -1-1---1--, -• -1.- •--1 -:• -j-I--- -1- -i-4.-.1-1-• , -I • - . ;•• -L Ir 1 I 1• r. -1 , ; • 1 I. , ,,,, :; timit • iii__ • , __J_i 1:--7---r-i---;--i---- - -.1- 1--t-•-ts-t'1-- --'1,`-' 3..)?)- -'r-.:- ,..- -1-?,I --:-qf--/ 't" • ,71--7----- :-r.7 1 ;-T-rt-1.-- -1- ! -7-1-- Li l',..4.. .. -J . .. I. :,. 1 .!. I. ,. 1 .1 . ._ ;1.i.=,-.. ,. ..:. .c. _ ..r - ...t. -. . . ; H....I. .;.1. ... 1.-. -, 1. ..-1-- •-,- ..• --..-1- .--,-- i--- ---- .,- , I: 1-.1--,.--1-.-4-I-.--1...... . -,- ...4-..•,4--,- -• ,-I-1-I- . . e4r-In4,4-!---;-- --.i..-1--1-2,--.-4......4........i ______. .1......!.._.1._ 1..._ ....1..1__ __f_ ; , 1 I. ! 1 Jr ! ! i : c;--r te I :11T '• .4 i 1. Li ..i . .H ! . .I_.1. 1 -i---1-..•""•1,---1--14 ii.., ,...........;_A _..i_.!:._ J. .:..1.. .......-4-1-...1-.1.-....7-4,-•--'...-i---1--1-.1..-:-• . .4.........-:.....,--1--i 1: : -.1 . ` I ....Li) 1 ...j I 1 : 11 I I :a 1 , I . : j_ : . L....IL I.". . ' i . . ; ; •IjanlillinlirAl 46.1 ; . j i it----7 ,--t,; ,i,igtv,..4w, ; fe.,- 1---.-----77-"7-i--,.-' . .1._ ..1...__734_._ , J,_-1 , , 1 1 , 1--1-1- •-1- -- -'-----t.---1---:--t if 1 1 t . 1 I "lair t-11-1J -v;•.-F-7-1-7 L . I i -r--: ---. tiiiii . Iii I _ 1 . 1: _....... , .i. , ,,, ' 1 , i.L___I _: - i_i_i_;_.1..._. _li. _1_1-_;.. ,. _ ._ I. . i.T_Li_4_ ,.__r,i45--__.,_,i h-, 0-, -, It ri • , i 'Ap I I, i ; ' 1 1 i t I ' ' ' i i_..A_ , 1 t .,_1_ ' 1____•._4._ .H.--;-- :--"--F1:-- ---• --;---: 'I --A, . ' - '-77-4--:-i--h-- - : i .4. ; 1.,..1_4___; ' _I__i__-_._t • -.1 --I 1-- • .1 1 , .• . d.1 . t 1. i. I _4_1___I-1----;.-. 1 1------1; , ' :_1 ; . I . • - - . 4 ; : ,,,. : . ' l___I ' ' __I ..... 1_1. : h t-f-A- '.-yA-4-,--41-4--,-,ifi:-/V)t0.4.- : (T,4:;-)7 .;•11;(-061-..*4_-___-T.:_.-7-1-1- 1-1 , 1 L 9 11_1 ...,...,t_i_. _ ......!.........."-4-;- -i•.4._',_. 1_ _ . .._ ,I.A.? ;-1.1-4---kz..-m- • - • • - - i--it 4,.. ---'-.- -- -- -1- ---,▪- :11--4---;-"t'-1--1--..-4'-!-•-- ..;-1.-F---f-- -.-j- -1-!--1:--1,--i--b--- - -si--; i !•-• :-- '*---[-1-1-1- -- - -r- -1-- -1-1- , .1 • I - ' iJ_ _i___1-4. • .' j+.---...- - .'-_4. _;_,__._ 1--t -:--- - --II -1---, : i- , 05a4,4 =-E„i: _., „ _,f-:4-11 t itta• 71-91 i li- 1---r- f-+-3-6. ----_,:..., I, 1 . ___1_,___1_; ; . .1 j...-,_ .!,___I__ .1 i .i.....i.. . 11 , ; , 1 . z, 4 I , I 1 .. I i _.... .,......1. ....I• , .).... _4._ .. ; I 1- -I-I---', ".,. ..... . .,LT.•r-i-11-1- I (: 1 .: • 1 1 - ---"11 1 17 11 .121, . -1-4.....•--,--1--: L- 1 -1_74___T_. -1.---•.---.1.._ ---- -,. . - ."777-77-----'-ri , i ; i : t , i ; 1. ! i . , - 1 :' .'•: ! i . • .. [ ..1 , • • . . 1 ; 1 ., -, i 1 .- ,. J..- •- -:. ---••-f-,-t•-• --. -- i- i---, --i-l---I - •• -I-- -,:---.-I- .' !- --1---:. : - -4-- - IF; , , i.. 1 : 4 ... 1 ; , • f : u...,, L....4.tu i .. . L. .J...,. ,_, .1 .1..i..--.f._.! . ......_..., ._.,...t.,.._...4:_t_,_1_4_171 •.4._,. ..! 4...-4---f .-v 1-' "r- ' 1" 1 -', I - : . ,19.L..,*f __4_,. , .._, . rjr1---i-L-:,--4.- -1 --f-rr-'-i -r- --'-z-:- • :,- -• ' -.'- it . , ii..= i'-' r,y ff1;_ •. _ __. P.'',_1_11 . .. , .... 1 •• '4-4 -r.•- - 3-i--- t--- -11 I 1 4. i 1-4E1- --;-,-,-• ----i•-...--,- 1-•!-•,---1 -i-1-:--...--,• :- 1",,_ - lie 4 1 ±- . 4 c , It 7 7 I it 1.. J .. .. .. ..,. . .1. !. ..._.,...;. 1_..i_ . + ,. ..L..., .... , , _,,, .4 vie 1.7., . . . ii,....L [1_1.1: ..!;...,.... ....: il,_... ..1....1.....t_Li .!......... 1 ;..il,_11i. 4.1.::',:0e_t_ ...41.v.7...14____.... 0_7. .,.__ __Iist_t....' _,_ ..1)-..t t,...1-1". .e.Tr..:,.:[ .H...r....1.... ....L...1 .... _L......_ f-.....-1- . l'77--FI'--r-. •:--IT- .• 4.13.1 -- -1 . . - [ ..- - _iza i. a f_ _ ._f__ 1 '1,_ -- 1-- , : 1 -;-1--:-i-i-T----. !-T..--i- -rj_Trt- - .---.-G . . --i--. 1i- . .-- -11- - . 41 -1-- 1:1 .- !1-. ----, -.1----,---i-i.--;-1--.-.,--:. =a. -41 -5.,-1 : ']7 1.--0 7- -1 1-- ;.. ._It .. , • 11--1,--•-•,--f---:--I--':--:..[-••':'-T.:(•.7. I.•1..1 i • i . . ... : • 1-'-'-, -- _--L.,-- ---- --i , 1-- -. .---1 :1-.7-1--:--4--'• t--..-4,--!• 1. ,-.1--1---;.-i-1 --1-.--t----i--1- .--1 --:- -1.-i-T-- , .-i--f-, -r- -. ik 1-Ti- iii , 1 1 . • . . .._._,...„. L.. _if . ,I I..:... . .. .i , ! .1 . ..I ' . ,..!1.. 1 iti- • ■ ! !` • I I 1 t■-• AI i...• : 1. 1_,_ ._ ._ .) ' • ki-;_...1 -.:,,_.4-i••;..-,- t- 1_2. 1._.,.__I-7 a 4 / --,--;-- • ---i--, - -1-4-1- -I-• ILL,:•-.•.•,),,--L-•-',..-,••••••,,4....--...,,14:7:011:71.-"T"...7:6”'"1.:••''.'" LL -. ,-;91.411:. ,. -..".4 1:27.- .-. . • '--- • I Title Block Line 1 Project Title:SLydw6,. +QG4 E You can change this area Engineercs, Project ID:jotA� using the"Settings'menu item Project Descr: UY1�C,. `f DV and then using the"Printing& , Title Block'selection. 0.-_L. Title Block Line 6 Prinetd 20 MAY 2014,n.OPar. Wood Beam File=c 201412o14330O%Calest2314o3 0 calcs.ec6 ENERCALC,INC.1983.2014,Buad:6.14.1 23,Ver.6.14.1.23 Lio.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: 4x14 PURLIN WITH MECHANICAL UNIT CODE REFERENCES Calculations per NDS 2012, 1BC 2012,CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 1,450.0 psi E:Modulus of Elasticity Load Combination ASCE 7-05 Fb-Compr 1,450.0 psi Ebend-xx 1,700.0 ksi Fc-Prll 850.0 psi Eminbend-xx 1,700.0 ksi Wood Species :Douglas Fir-Larch Fc-Perp 385.0 psi Wood Grade :No.2 Fv 95.0 psi Ft 850 .0 psi Density 32.210 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.15) D(0.15) D(o.104)516.2) I i + + i I.,s'.' kill�at;i',ll`t tt-i::i�-tro{ erg== a--?II,KI-;i- i;ti'r;�r,is':?tIrtsi r 1:,1611 'i K,,<_, rl'q- 0i T= t, s �� x•. •fi'•:tF:::1 C.,t i:�:i:�5,:,.;;,fir:--a�'-.�.';.x�"..�-..::�;• �y�.,,:' � .� t`c�`::F':fF�tii:i {F:..9:n••j•S�F'i �.i,•; y;:�iliii;j�'�',�°.. '5k k1 �u�'w���I;4�•. _.�ary�:!{',lyp irlli E`•,;�hti�:t=.1•!IILti,,.!s+.�..,. -•-ti;.n:�r: ,:._r�.�. -... ....,�..z3j ,� t, . ,,.a:�,:FEI; e a,• r �� th :r 1. , ,; m r, ;,.i;'1>:__r,4••d--r.-:.er:180�''•i. - - r 9 i •_Mild: tr. o i • i=r;.i lrti',iE':iii •ti {:i23i,`t�r pi FIL=1:` .-, f i!k° i... „ f r;,,,;.h,rll r::�.�::..,:,.,:�::!`t;�ravd:r..:. ,a:,G'Nt-in��>:,^:� �•�111141 . .,:.�;,�.,,:af�` f.L..:,a ;.: 1 !,, : .-c �c � �''s-`:'h ts.,t.._ „!!"h��''.II`'`'1� :1.:,.t�iii.,gi.a z""i=i ymil "rl:t •r;rill `l,G :;=�:r:_ia ::atii,•, , ,--- {ifiwt •:t!(tu.lk(,,: I:t. :n:.:>,. f�i, �1- ,t!'..a,ln t iP• r,,,r:i„w,... ..4r1 :y_-,... -:,•w, I,.:.F�. ti v:1F,: °�5�:,, ........it:t�.S Di•�:-'..-- y1It1,11�c.“:.I;Et:tu:,.,,A,.e. i`i1nt,,l 10,1 41 ... wrn,a.,0 :.;,' a•I IltitE a JCS t r j t 4x14 • Span=19.0 ft Applied Leads "ir'•° ''i: Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.1040, •S=0.20, Tributary Width=1.0 ft,(DL+SL) �y Point Load: D=0.150 k t�10.0 ft,(MECH DL) f c CAC- • Point Load: D=0.150 k A 14.0 it,(MECH DL) it�it� DESIGN SUMMARY >� • a Design N.G. 'Maximum Bending Stress Ratio = 1.034 1 Maximum Shear Stress Ratio = 0,818 : 1 - Section used for this span 4x14 Section used for this span 4x14 fb:Actual = 1,732.78psi fv:Actual = 89.31 psi FB:Allowable = 1,667.50 psi Fv:Allowable • 109.25 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 9.847ft Location of maximum on span = 17.960 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.511 in Ratio= 445 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.833 in Ratio= 273 Max Upward Total Deflection 0.000 in Ratio= 0 <180 7;Maximum Forces&Stresses forLload;Combination Load Combination Max Stress Reece Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t C L M fb F'b V iv FY +0+S+1-1 1.00 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=19.0ft 1 1.039 0.818 1.15 1.00 1.00 1.00 1.00 1.00 1.00 14.79 1,732.78 1657.50 2.76 89.31 109.25 Overall;Maximum Deflections•Unfactored loads Load Combination Span Max.'- DeS Location in Span Load Combination Max-"+'Del Location in Span 17+S 1 0.8327 9.569 0.0000 0.000 • *teal Reactions-Unfactored' , ''L;`+''.-:;., x liu., Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Suppad2 Overall MAXimum 2.996 3077 Title Block Line 1 Project Title:SC—k>r_A..„7 t26, E You can change this area Engineer:,) • Project using the"Settings'menu item Project Descr: 43vo� �T��Zjp7 and then using the Printing& Title Block'selection. Title Block Line 6 PMtnd:20 MAY 2014,8:00AM WO o d Beam F7e=G:IAced20141201403001Cales120140300 calcs.eo6 ��fi ENERCALC,INC,1983-2014.Budd:6.14.1.23,Ver.6.14.1.23 Lic.#:KW-06002728 Licensee :VLMK CONSULTING ENGINEERS • Description: 4x14 PURUN WITH MECHANICAL UNIT Vertical Reactions-UnfaCtored .. Support notation:Far left is#1 Values In KIPS Load Combination Support 1 Support 2 D Only 1.099 1.177 S Only 1.900 1.900 D+S 2.999 3.077 • VLMK E N G CONSULTING ETE R S 503.222.4453 Job 5�U S It' 503.248.9263 lob No. ,_il¢v1jCsa 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk©vlmk.com Date 5/). www.vlmk.com [f 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 = D (Assumed) CG Sos = 0.706 Design spectral response acceleration tcR Y Ap = 2.5 [Table 13.6-1 ASCE7-05] Ycg Rp = 6.5 [Table 13.6-1 ASCE7-05] • 1 2 • Ip = 1.00 Importance Factor l z = 20 (ft) Attachment height from base of structure Xcg h = 20 (ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P -i;111 49,.8 !1(psf) Design wind pressure (psf) HVAC Unit Data (+/-) ECG Wp 316 ,1(lb) Machine Weight {`��'}_ X = 48.0 (In) Base Dimension Y = 32,0 (in) Base Dimension Z = 58.0 (in) Height of Unit and Curb 1 1J Xcg = 24.0 (in) Center of Gravity SIDE VIEW Ycg = 16.0 (in) Center of Gravity Zcg = 37.0 (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 0.4a Sm.W (1+21=F,, = p " 103 lbs. <_1.6SnsfPWp —357 lbs. OK XP/Ip . 0.3SDSIpWp =67 lbs. OK Base Shear, V„ = 103 lbs. Wind Fin = 953 lbs. Controlling Base Shear = 953 lbs. Wind = 595 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity = 5%....:,---' 1 24 576 16 256 ex = 1.2 ey = 0.8 2 24 576 16 256 Mx-x = 123.6 My-y = 82.37 3 24 576 16 256 4 24 576 16 256 Y Direction X Direction 2304 1024 V1,3 = 27 V1,2 = 27 V2,4 = 27 V3,4 = 27 V„max = 238 lbs. Overturning = 149 (asd) . Mot = 3810 lb-in. seismic Each Anchor/Corner Mot = 27630 lb-in. wind Mres-x = 6825.6 lb-in. Mres-y = 4550.4 lb-in. Net Bolt Tension X Direction Y Direction T„max* = 361 lbs. _ Tx* = 217 Ty* = 361 = 222 (asd) *negative(-)values Indicate there Is no net uplift , Each Anchor/Corner VL M K E N G I N E TE R S S P 503.248.9263 Job 4-1C:\X--.5 Job No. )tc.c..ds. 3933 SW Kelly Avenue - Portland • Oregon 97239-4393 E vlmk @vlmk.com Date Vi ti- W www.vlmk.com v2.00-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C 46- 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 dH `l/ ' TYPICAL MECHANICAL UNIT Di / F \ li h H Dv � '�/ H 1 V B Exposure Category [Section 6.5.6.3] Kzt = 1.00 Topographic Factor [Figure 6-4] I = 1.00 Importance Factor [Table 6-1] V = 95 mph Basic Wind Speed 3-Second Gust [Figure;6-1] B = 108.00 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 15.00 ft Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv = 6.00 ft, Height of Rooftop Structure or Equipment DH = 4.00 ft Width of Rooftop Structure or Equipment H = 21.00 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] Kd = 0.90 Wind Directionality Factor [Table 6-4] qZ = 0.00256K1KA-KdV2I [Equation 6-15] qz = 14.6 psf Velocity Pressure [Equation 6-15] G = 0.85 Gust Effect Factor [Section 6.5.8.1] Cf = 1.3 Force Coefficient [Figure 6-21] Af = 24.0 sf Area of Structure Normal to the Wind Direction Bh = 1620.0 sf Building Area Normal to the Wind Direction x = 1.9 Force Increase Factor [Section 6.5.15.1] F= xgzGCfA, [Equation 6-28 and Section 6.5.15.1] p = 30.8 psf Design Wind Pressure Vr V Eus Gs Design Maps Summary Report 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" F Occupancy Category Occupancy Category I iT' '�'Y^. ,i��JF"�' � �.?:7;`.!ar,.'3:t^!'r.:I!Y��fi� "�, s�t�'.i'•:' � L��'�'� ��,,• �1- r-,:F, .... 9 .�N t i 4ry" i ;'t.� 4�+c .R f I y.. 9+• y-L�5� '4 �t Y -J' '_r 'jt9 ' "_ti.n wh11},y +li <, �t � F 4` y ; .1 .i it+ Fr ,k x,�1, r :: ':',1-:.- 'll 7tt.a 1 - N! Fit. i ,- ii .1. .Mapn ' x Alc re ...,_.^i a•..r,' t'+,�}•l,r ( l ,k, r, r �:�1N yy Es s s'c' .'L '� iw4 aq ?i' ;F'i i ave '+ L'cc,,'1';, ,,,z;.. !"L " ` 1=I k •k $Hoy1R 211k'r(l ,ti ; i .' • N i••.fr t F k f � a+ ° , : _,,,: . t r F 40 t } I0 1 � ! a' � •F rat °e,� . , t ,`t .r� :F�` �.?-�< ' i � niwn •�rltfdi�r► t i i : : , 0 �. ' i . x , ttR 1•�, F }} r ti i ::::::•?...' ° F , f '' E 'l , G , y; i r - i .� �'i j t: r•4.T.,�F-:7.. FI!� .iM '.Ikt_'1`i_ C, �{t{r}'! �. r 11. r ` �1Coopen IIIOUl$8inll t '!�y r F t 14Malz r " 7 Rr r j', 1! ie D'' .. ��'`ta S-uth .N' ` } b t .?:I-1 G {' {•-.:�. • •/"iW W v74�[ -i' .--,. R !.,Y• 1.• +.ay.� 'd 1 :. 1 ''''"''''.:, :4;: IC+A• �WiAi�A� r '� fFt°�xQ1lfl �; ' ' `� d E��V- at Fi �� r3!•.Pa :� Ft ' f='' t s +yre1 R4•,_ .9W ': T7�� .4 iF y ...0, i ' t , ti.•...! •''''' �0 � 1Ti i,- '`iMoui1Cn�i5 .r,, F a .' .cr -:,< �. _} �1 :FI!!;.F;,: �jt+ �.�a .7 J W'? d! ' , .F Unite Starts -f: r ,. ( e f --' c rlr; � yam, t• t.- •f. 1 .4F -«' �t i ,. . F � '-11 7 ' _1a,benu Rd d.... iligi 1.-- t1ie 6n ..i -'+: l PA,..:,-tn liiiaiii.17,i '.. 5 : 1.,`".'-• USGS-Provided Output Ss = 0.943 g SMS = 1.058 g Sps = 0.706 g S1 = 0.340 g SM1 = 0.584 g Spl = 0,390 g • MCE Response Spectrum Design Response Spectrum 1.10 0.72 • 0.99 0.04 0.99 0.5G 0.77 0.46 Si 0.66 Cl 111 D.55 i to 0.40 0 0.32 0.44 0.33 0.24 0.22 0.10 0.11 0.02 0.00 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.60 2.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1,40 1.00 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. e - 1 Unit Report For 2T Project: -Untitled82 05/08/2014 Prepared By: 03:03PM Unit Parameters Dimensions(ft. in.) &Weight(lb.)*** Unit Model:...._ _...... .....---.__ ___...48ES-A240403 Unit Length:_...!...—..._ ..._ __...._ 4'0.1875" Unit Size:....._-....._._..._ .24(2 Tons) Unit Width:._...___._ __.._ 2'8.625" Volts-Phase-Hertz' 208-1-60 Unit Height:...........'......___..__......................- _........3'4" Heating Type -......................_________.......Gas "- Weights and Dimensions are approximate.Weight does not Include roof Duct Cfg• Vertical Supply/Vertical Return curbs,unit packaging.field installed accessories or factory 40,000 Btuh installed options.'Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate Standard Unit product data catalog. Total Operating Weight:.._............._......__..7 311 lb Warranty Information 1 year warranty on parts 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 1.39i Page 2 of 7 Certified Drawing for 2T Project: -Untitled82 05/08/2014 Prepared By: 03:03PM 014113 3.4.M1 LW 12611CMbv 1:111111�Hp�EI(nl V(WIC3<:13181 ,,�ny,r. 1.[43 16„1311lL.„.., (LL4A0L011E5 i/qnr.n inli:N nuntil EE 011116,q Rr�,01 I1....,..K. 441,M t aqt 36„6111141<- (441143 ,1711 Li/ tnoi•Y 1111,11 NW F'Sl, O,OP,pCI. • 0111 (LECTl ICAI UOlT M. 11411 11E16Y1 111314 CE1115 of 6404113 T11fM4 <R474CTE3I:rl(s 10 V, y t T I MIDI.1114 4(010/000331 21434230-1.10 301 131.4 44-113 1015 23.1311* 511.4 13•S/14 311.1 111.11014 790.5 0-1F/1E tl-1114 0.15114•.--- 4031•314301334040113/33 2061330.1, 2041:30.3.60 109 141.0 12.141 1010 00.13110 310 4 12.5/15 )14.1 15•13114 401.4 1152 11 1517.11 (257./I 40ES1.111141440101011113116 20512:9.1.211/130.11-50 319 )1..4 11.1711 1172 7:•13114 511.4 15.511. 744.1 16411 .427 3 3-1111 A3(01-3 4A 14(010/090100 0)1.3-14 1)) 150.9 40.711 1112 22-13/15 59 4 15.5111 313.3 10-514 �1:2.3 147.31 - J [011140!1F1Lx1 IMAy 4WITS .,. ,2• •1 Nla7i�CLEAR/AM to 1rirlitttl WTI- 3141135 31141 :•110 11[14111 i 500117 © 411031•/MIP2410 0/414150 (�T 20.1 80.5����11.7 1?01,-.1141,1„ 14 1315.11 111.91 Aff31.4314 10401411113/510 15123 44„ MI IN .. ... S 41 ETAS �ETENEE 41.1 .. ... .. f.. - - --- 511E 1M 43 Em(313115 S 14.0.111 ( 14E71.7YN.311010/Oflk171530 :01(23021.1 05,4��{,��50.0 SO11►1 Of um 1 14.01 11 OPiIC6AL �� 1 3'7143401 +8231-I46]SIllV011S41 �®21J 5).S�I$®�S2.9 FIFE PAOEL.. ... . ...... ....... ........ ..31 1114,41 LEIS" //�i "`� APR 15-10111 411 '.// - \Cj AIR '� �aFA1IAYtfi IX IC3 13111 1401.41 M- 1 .FI... ,070 •\` `U1... 1N)1E• 1{L I46LE PIA PE{LYA41 106 4ll FACII3RT IYSI41LE6 1111(00 SNITS. 1'61[M(Mr S6{ 42 11664.2,1 f.tist OOTtal3 DWI ECOMOMlZE! I i( l r�1/I L II.•.,t 4111 MI 014600/136 03(111FS.L)44;034(5714 . .it(971.01 y II 1115 it4 A I' 6 110414343 SURFACES`MORE 00(3!3153 Oplt 12 11141.31 1 /y/ �l 1' 3.3.11 _.\\� 'i� f I I (•741.11 IMAM acANOC6 MN CP96Tlw AA 1_121010 • 00100011 IXltt •T. - .\��. El_ _._t POT EOM 8(0(9 Slit. . . . . . .. . . . 31 1114 ;. ' i��� Mi(P 43111 SIOI 37 11010.57 I ��4 mart(431 KC 1[011/(11172.1 + 1111 701 10 1111..21 ._-� SIZE OPPOSITE DLIC73 .... .. . .... . . . .. ..34 1914.61 El % © 1152.41 P3L1 PA/EL 12 1704.11• IYDOgt COIF .11141x54 515144001 IE 0417 IS OL1K(0 LESS Tao 17 1)04.41 PM/M: TOP VIEW 4310001 COIL 3(0111,1143 575113 411401M MICE NUDE((40441(59. DIK151015 0*II 41{MI 0Y lir 11-TIIA , 17 +-4-111 10>1.51 125.10 ill`..t1 (11l SI l - �1�1 'IIiIIIIIMM11Il! ,x26 121.111423. 1.0 IHOIUIIIU , HHIIIIII1IIIII111. IHIIIHII. IIIf111111IIIIIIIII 313 122.21 3(4 03 fT\• 1111IIIIII11b. !'1111111II11IIIlIIII: C9N60L 43157 care �nr7.s1 � � 1 • •■ 1_i_- •5 T1Y 5432113 401651 tucr m 12 1111.71 00431541 00E11R0 21(5 �{1 It•IS11 - 3.514 / "C 6.11/ •I. 15[4.11 IS•S/l ~, (12.11 _\ ; (307.51 I[ tl18If.911/•171t AYE f 11 t2 1�_�'L� 1.9711 il���. d[-1 Ai o_ 3 '150 7�'© co Stun I la' 061.11 MIS OUST= 1 CC1111['SON� \ - )/1•019.01 0.0.1, 12-13114 PAYEE .[014[11 L\ 1-13111 111'(12.711 2.7. 17r4.172.015314 1325.41 .1, 2AK1 `-6ECTDtiOt ACCESS(SOIL 144.01 I 1103(14(111 17,6 117.31 L-- 72-5/0 14.3714 (52.41 Ufjf7 1121.71 1421 II 1256/4 41 1581.1 1216.61 ICS 1.71216 LEFT SDE YEW FRONT VIEW 1171.21 RHOFTr SIDE VIEW REAR T INit ,61(11(41: If1 N 01/24/59 I l SINGLE 101E ELECTRIC COOLING IITH GAS REHEAT (SN) I 42)ESSOU2(1 13.0 Packaged Rooftop Builder 1.39i Page 3 of 7 DIMENSIONED AND TECENENCED PER ANSI YKIN.pq REYM OW REVS. DESCRIPTION _____ I SALE APPROVED INMAL DWG I 3/1 WO I 00 Attn: Tag: 33 13116' 12 11A' r- 1 Approval: - I I 17 5/8' RETURN AIR INSULATED Rj ,—SUPPLY AIR � �. EXIr3i;::;:ui UT+- - y ff.' -r 1 I � 24' RETURN SUPPLY 1 1 64 3/4' 48 1118• 5. . . ;. . . r . _ �_ 305/6 -�. _ . . UN,. _i_ I L � 1 40' I L 3" 89 1/4' CLAD VEKINT ItBS1 APPROVALS DATE m.T 1-4765-4021 CURB SHOWN IS CDI STANDARD CONFIGURATION 127.82 — «y nwes Notes: CDI RESERVES THE RIGHT TO CHANGE LAYOUT —�� -o•- E;dy,SeptpRberQ3.2010S:Od:46PM QUOTE#: 1.1.5•ADDED TOOW CURB 0.0 WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A 2.MATERIAL:18 ga.GALVANIZED STEEL •vEraEYiz�mlccuNe OH „;r 17560 TYLER ST NW 1-4765 Ti' 3.GASKETPROVIDEO WITH CURB DIFFERENT CONFIGURATION COI MUST BE NOTIFIED I ANY CHANCES RETURN OPENINGS CDT ELK RIVER MN 053311 1-4765-4021 1 4.INSULATION:1'1 112 LB DENSITY PRIOR TO PLACING AN ORDER. -CAUVAIH ANY O11ESHONe CDI(763091.7790 rrA%BACK IF ORAM9N61S ON AS IS w..-.r mp� (763)391.7$51 1:20 1 wr, I A. 3 1 Physical data and dimensions n- 4 um'soYif E 024 : I .'0,30 = 036 1 042 j .:0413 1 . 054 I O ! __OPERATING WT(lb) �a 300 1 320 1 350 -1-_ 370 -+1 410 J 425 ) 440 REFRIGERANT R-22 - OperChg(Ib)• ' 46 52 1 68 I 59 I 71 f 72 i, 86 • _ Refri_v_Control _ Capillary Tube ' COMPRESSOR Hermetically Sealed • - Cylinders 2 • Rem(60-Hz) 3500 : CONDENSER FAN Propeller—Direct Drive - -._. Air Discharge Vertical ' Motor Hp 1/6 I 1/5 I 1/5 I 1/4 I 1/4 I 1/4 1/4 Motor Ram _____ 1050 __ _ CONDENSER COIL Plate Fin—Aluminum Tubes - -- Rows. .Fins/in. 2 17 5 1 2 19 Total Face Area(sq ft) Inner Coil 8 8 8.8 I 10 4 10 4 12 0 12 0 14 4 Outer Coil 9 2__J 9 2 I 10 8 J 108 , 12 5 1 12 5 15.0 EVAPORATOR FAN Centrifugal-Direct Drive -" Air Discharge Horizontal ARICfm 900 I 1125 I 1350 1 1575 1800 I 1925 2150 Range Cfm 1 700-1000 875-1250 1050-1500 1225-1750 1400.1925 j 1575-1925 1750-2250 -,- Motor Hp 1/5 1/5 1/3 1/2 I 1/2 l 1/2 3/4 Motor Rpm _ 850/950/1050 _ 960/1035/1100 EVAPORATOR COIL 1 r '� Plate Fin-Copper Tubes -' Rows...Fins/in. ; 2 13 2 13 2 13 ! 3 115 : 13 3 13 3 13 Total Face Area(sq ft) 3 20- 404 J _4 78_j�_ 4 78 I 3 550 I 550 ' 6 825 DIMENSIONS(ft-in.) A 4-0-7/16 B 3-6-1/4 Ct 1-11-5/8 1-11-5/8 2-. 3.5/B 2. 3-5/8 ; 2-7-5/8 , 2-7-5/8 3-1-6/8 D 1- 7-3/4 1- 7-3/4 1-11-3/4 1-11-3/4 2-3-3/4 2-3-3/4 2-9-3/4 FILTER SIZEt(in.) i Disposable i 16x20 20x20 20x25 25x25 25x25 20x25(2) 25x25(1) 20x25(1) Permanent l 12x20 16x20 2040 20x20 2545 16x20(2) 20x20(2) • "Factory refrigerant charge ■ tDimension"C"includes 1-in built-in base support channels • 4Recommended field-supplied Filters are 1 in thick • fo , 2boa 4.-0°OVERHEAD AIR >T- L:v C 8 r ..�A REQUIRED CONTROL-4 -' -••.� WRING • ue < C � >` i s I}DIAAIm it, ELECTRIC k , -, . �/-- HET • x y •:<:{ A 'If DIAN KO •:• ie j; {9s{ LNE •• -•{1 WIRING r '` K ] ' r �` --.�.r. K, v ..0"- a I>� •1 .,,,"` C>EVAPORATOR AIRFLOW R � EN •�i CONDENSER AIRFLOW RIGHT SIDE VIEW • Allow 3-ft service clearance at front,rear and left side of unit Certified dimension'drawings are available on request • a ... . . ' • . . ' . I . . 4 a,. iiiiiiiii , - • • 7:LI-. L-...T.:-._- .. .,; ... •-• ' .." - ---:...:. .."7. . :0%.**: . . . . . . . . - • ." • E.••• .1.. '0.4"....—....;—_.-1.0...r.:_. .. • . - I . : . . ". • . ... i 0.-, - .,i • . . . . i • . . • ; . . . I . . • . I ,.....,:P ,--- - -. i .. ? • • 75 ....`" . 1 II I 4L' . 0 Ell'111111F■ • • \ =CS Nt, "PI •',03 wer.1 I DZI rillr Tb •-r7 • i ____t_.•.... L.i a 0..II.ea i' ••••A*.2;k . ■••■■•••—•. ...wean.:a Ili . • —......-- a•a•,a) .---4--..-.... =CO ..-•( .--1-2,..";.'. .,, • ••••••••1_,I•alg 4a c' inn 41 • ••••••qr .-,...—.•-•....... . • . 't '4,:tr) -V *•••■-k iM ■ k a ar ,.,.....0.0,1taa, _.ea•Al 4„, i 706•71, ,77 1 :. Si._: 1,,C: , --.,;) -1 41 . -.. • . -.••■•4<i1.... 4..a.) <1;.— 417-.1 • L.- s= E./ .1 e-cf i 0 , F inn y- :17k\ ,. y • C;f1 :!, li/11) . .. i . - - - "..!'''.-..-- I. .! ;:s... -4' ' • ...4 Le i . 11'-"'" s'A , • ,..,,C. ••-•C ; /./ • ) Cov-.• 1... • '-'4,445 I -..',11 I l 1 l ...• .i 1 I ea.CV . 415/.) ..■ . • • — • ••••S•..., i t 1 1 •O! . at • ti : 1 „:.- , *or 1 i I , • -.• ,, t . -I • • ...,„..,r- . • § • , * : • • ! : r op Y. •1 r4let...3 us,. ......... 64.1 .1 . • 1 L: I ., • I. . -rkt, i . •.,: •• I • 0 • ....:dS g'...5; <s'...-) .... , firl" -,. •••• . . . 447:•1!' --",—. - ' •••11-1-1 ...e, Z■..___._ 13 ' ••••• ••——1.4ar"-- --a ..6..... ...AT • 1:41 • i. Ca I • •174"....L.•■•••••••r-'" 1 .. 1..." • ....at.,..U..S 3 1....IA,.. i 1 .t. . 1 ',ie..: ,.:7P . .) 1 0 • I _ . - 1•.12. , 1 t eA/• 20_Os' . • . . - • 1.0 ...f.,-....1 =1 }...,„,z, ,. .,, . 1-, _, ; :0-.41. . i 1 : I ,-.:•.,,ti -- , ,••••-,.. . • ....• •• 11.• .41■0 A"..L 1 lill I ...• - ' - 1 •A" W . L• , ,-.....,4."•••• r-," •.74 (•'.6 ■•.-C) (..11 ...„ _,..„.,..ft..-. .......... 1 - 6 . , . .a,•co•-•,..,••• L—...1;-''1 • 1--- —• 1 4;•' t ;Wi. 1-- I C • ! , . td1 , or 47.1 Tv, __,..,• " 77; 4 14 ve *2- L 31- ze.•.1, ......,, __MI.` .. .•• _ tz,...,_ ..,..'..i. •••,,,,t 1.0 _ .......1.- _ — .•,.." - .. zo,..- • • kor V--0" 0.c, a D • ..ti s.0 . Roof FRAMING PLAN•_Ifilpi3 r 1.4.....- Ii.-7 Wats: .. . . "'''''..- . - - - - al ea................•••••AY.-.....'•..).‘or Ia■Ile , ............ • a J.1•./..........1••••,.1.......,..•(.,.......a........ .. 4.,—.aOtala.1.1.4 c.o..,404~.2.•V•■••,. Z i . . ) . • I i . . • . . . • • 1 L • • 1 1 . • . • • la I • • K.,...., •-. 2 S 11 • . . . • . - .,. • . • . T‘t•... • ' literwa . . . C71 . . . . _ .. . - — A ' 16 -1990 , . - . . - • , . . . , t e FOR REFERENCE ONLY V . CO • rn • C7 • 0 Z DOUGLAS FIR-LARCH(Surfaced dry or surfaced green.Used at 19^Y%max.m.c.) DOUGLAS FIR-LARCH(North) Dense Select Structural 2450 2800 1400 95 455 1850 1,900,000 Select Structural 2100 2400 1200 95 385 ' 1600 1,803,000 Dense No.1 2050 2400 1200 95 455 1 1450 1,900,000 No.1 . 2"to 4" 1750 2050 1050 95 385 ' 1250 1,800,000 Dense No.2 thick 1700 1950 • 1000 95 455 ' 1150 1,700,000 No.2 2"to 4" 1450 1650 850 95 385 i 1000 1,700,000 No.3 wide 800 925 475 95 385 600 1,500,000 Appearance 1750 2050 1050 95 385 '' 1500 1,800,000 25-2 Stud 800 925 475 95 385 ' 600 1,500,000 25-3 Construction and r to 4' 1050 1200 625 95 385 . 1150 1,500,000 25-4 • Standard thick 600 673 350 95 385 ; 925 1,500,000 (See footnotes Utility 4°wide 275 325 175 95 385 ' 600 1,500,000 2 through 9. II,13, Dense Select Structural 2100 2400 1400 95 455 : 1650 1,900,000 15 and 16) Select Structural 1800 2050 1200 95 385 1400 1,800,000 Dense No.1 2"to 4" 1800 2050 1200 95 455 . 1450 1,900,000 • No.1 thick 1500 1750 1000 95 385 1250 1,800,000 Dense No.2 5"and 1450 1700 775 95 455 ' 1250 1.700.000 No.2 wider 1250 71450 650 95 385 1050 1,700,000 No.3 and Stud 725 850 375 95 385 . 675 1,500,000 Appearance -- _ 1500 1750 . 1000 95 385 . 1500 1,800,000 (Continued) , N 1...5 9, ro n 1 1 • , • . 1 • • • • • • • • • . I 2T Project: -Untitled82 05/08/2014 Prepared By: 03:03PM 2T Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.39i Page 1 of 7 Unit Report For 2T Project: —Untitled82 05/08/2014 Prepared By 03:03PM Unit Parameters Dimensions (ft. in.) &Weight(1b.)*"* Unit Model: 48ES-A240403 Unit Length. 4' 0.1875" Unit Size: 24 (2 Tons) Unit Width: 2' 8.625" Volts-Phase-Hertz: 208-1-60 Unit Height: 3'4" Heating Type: Gas "" Weights and Dimensions are approximate.Weight does not include roof Duct Cfg: Vertical Supply/Vertical Return curbs,unit packaging,field installed accessories or factory instated options. Approximate dimensions are provided primarily for 40,000 Btuh shipping purposes.For exact dimensions and weights,refer to appropriate Standard Unit product data catalog. Total Operating Weight: 311 lb Warranty Information 1 year warranty on parts 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 1.39i Page 2 of 7 NIII N Certified Drawing for 2T Project: -Untitled82 05/08/2014 Prepared By 03:03PM 0 UNITED P.O.10$110! 7X15 1000X[11 IS 1NE P1077ITT RU CuAtEe COIIPERITIO 1l11144T01 Of 711[11 00X1106 01 OOCUENT6 TECHNOLOGIES 6TAACUso.NY AND Ii 2E1191110 UPON IXE ENPIINX COUOITION TN.Il TXL' 00E0 1107 00011161E 1A11 PENTG111A11C[Of CARRIER 16[Xt coNTEIIX Nlll LOT IE OCOMI.OA tll[0 N1INOXT CAA\I[1 ACC[170CE Or C0ITIACT. CO1111A61VI'E NOT IIEI C8*1007 UNIT ELECTRICAL UNIT WT. UNIT HEIGHT IN/MN CENTER OF GRAVITY 1N/NI CHARACTERISTICS LB NG 'A' 1 1 2 48EDI-/X10241040/060130 208/230.1-60 304 137.8 40-1/8 1019 22-13/16 511.4 15-5/16 388.0 15-11/16 318.5 9-15/16 21-9/16 975116 48ESI-/N14301040/060113/510 208/230-1, 208/230-3-60 309 140.0 42-1/8 1070 22-13/16 571.4 15-5/16 388 9 15-13/16 101.6 1252.41 1541.11 (252.41 48011-/NIA361060/090113/510 208/230-1, 208/233-3-80 311 144.6 46-1/8 1112 22-13/18 519.4 15-5/11 388.9 16-5/8 122.3 3.7X16 48051-/N1A361060/090160 460-3-60 333 150.9 46-1/8' 1172 22-13/16 579.4 15-5/16 388 9 16-5/6 422.3 1191.31 * * UNITS VOLTAGE Rm/110 OEARM�110 t�E KUL CORNER WEIGHT LUNG RETURN SUPPLY '1' '2' 'l' •/• INCHES[MM] 2.311 © A0051-/N1A24(040/060)30 208/230 45.6 20.1 60.8 27.6 91.1 41.4 108.3 48.3 TOP OF UNIT 14 E355.01 161.91 48054-/MI8301040/060113/510 208/230 46.3 21.0 61.8 28.0 92.6 42.1 108.1 49.1 DUCT SIDE OF UNIT 2(50.81 510E OPPOSITE DUCTS 14 1355.61 "' '1 16151-/MIA36(060/090113/510 208/230 47.6 21.1 43.8 28.9 85.6 43.4111.6 50.6 BOTTOM OF UNIT 0[0 O1 7 F 4 I 48E51-/MIA361060/090160 460 47.8 21.7 43.8 28.1104.147.5 116.6 52.9 FLUE PANEL 30 1914141 OPTIONAL ��� I OPTCONAL -- RETURN ��\� c I M 1011 MUM CLEA P103. 15-15/16 I AIR t �\ [404.8] I OPEN1 G �� s�� � �N LNG NOTE: ALL TABLE DATA RELEVANT FOR ALL FACTORY INSTALLED BETBEEN UNITS, POW ENTRY SIDE INCH 42 11060.81 J \ OPTIONS EXCEPT ECONOMIZER UNIT AND UNGROUNDED SURFACES. MEN ENTRY SIDE 76[!11.01 -IIU�kIAIIIII`l1�✓� '11��1�, 'I , UNIT AND BLGCN OA CONCRETE WALES AND OTHER L_ _ �����1��\'L. ��IJ A Ill! "\"\\tl'� `I�IiII 3 3/16 GROUNDED SURFACES.PO9E9 ENTRY SIDE.. 42 11066.87 \�\ 181.01 MUM C EARA/NE XOI CREAM A74]SETACM i OUTDOOR COIL 1��\ % j t,rN l EVAP COIL ACCESS SIDE INCHES ERNI 36 194 01 'Y' `1�1[, ���ii P01ER ENTRY SIDE 42 11066.01 �_ \„ ' ! 1 (EXCEPT FOR NEC REOUIREMENT51 � _ UNIT TOP 48 1111. 11 SIDE OPPOSITE DUCTS 36[911N.2 III L. DUCT PANEL 12 1304,814 1752'41 441X142*DISTANCES,IF UNIT IS PLACED LESS THAN 12 030181 FROM WALL 110001 COIL SYSTEM,TNEH SYSTEM PERFORMANCE MAYBE COMPROMISED. TOP VIEW ''1WM COIL DIMENSIONS IN II ARE IN MM * r -31-1/16 1 11 - -4-1/2 [790.5] [25.41 11193.81 1111.31 i-i 1111111111111! ,/6' 128.6]DIA X O 1111IIIIIII'� .IIIIIIII�II'I'III1 7/6'[22.2]OIAROLfTRY IIIIIIHHII1I_- 1=4 - � CONTROL ENTRY •R• l 1/8 ,• (123.81 1 •■= L ,' 75 718 SUPPLY RETURN �L�6 1 I • DUCT DUCT I I I 19-13116 OPENING OPENING 115/11 '2' [506.11 15-570 1 Iy 190.11 � \ 1363.5] [396,9110-3/16 N 4 �JA o1- 1 I 110 ��0 O�i (258.8) ;�= f l0 1166.71 1 00 I I I I 00 DRAIN OUTLET COMPRESS. :LOSER 1-13!16 Is 1!2'[12.71 N.P.T. 1 • 314' (19.01 N.P.T. 12-13/16 PANEL .X. PANEL LECTRICAL X 7/8' 122.01 DEEP 1325.41 !16.01 I GAS ENTRY 3-7/16-. - ACCESS PANEL 181.31 '_32-5/8 48-3/16 2-1/16 3/16 1828.11 11224 0] 152.41 I 14.81 -., 9-1/6 .�-21-5/8�. 9-1/8 4-13/16 L 1250.81 (540.31 1250.81 T �w [122.21 LEFT SIDE VIEW RIGHT SIDE VIEW REAR VEIN PATE XUPEICEPEI 810 07/24/09 SINGLE TONE ELECTRIC COOLING WITH GAS REHEAT ISM! 4805500214 3 Packaged Rooftop Builder 1.39i Page 3 of 7 Performance Summary For 2T Project. -Untitled82 05/08/2014 Prepared By 03:03PM Part Number:48ES-A240403 ARI SEER. 13.20 Base Unit Dimensions Unit Length: 48.2 in Unit Width: 32.6 in Unit Height: 40.0 in Total Operating Weight: 311 lb Unit Unit Voltage-Phase-Hertz: 208-1-60 Air Discharge: Vertical Fan Drive Type: Direct Actual Airflow: 904 CFM Site Altitude: 0 ft Cooling Performance Condenser Entering Air DB: 95.0 F Evaporator Entering Air DB: 80.0 F Evaporator Entering Air WB: 67.0 F Entering Air Enthalpy: 31.44 BTU/lb Evaporator Leaving Air DB: 61.7 F Evaporator Leaving Air WB: 59.0 F Evaporator Leaving Air Enthalpy: 25.68 BTU/lb Net Cooling Capacity: 23.41 MBH Net Sensible Capacity: 17.84 MBH Total Unit Power Input: 2.11 kW Coil Bypass Factor: 0.101 Heating Performance Heating Airflow: 904 CFM Entering Air Temp: 70.0 F Leaving Air Temp: 102.8 F Gas Input Capacity: 40.0 MBH Gas Heating Capacity: 32.00 MBH Temperature Rise: 32.8 F Supply Fan External Static Pressure: 0.60 in wg Options/Accessories Static Pressure Wet Coil: 0.04 in wg Total External Static: 0.64 in wg Fan RPM: 1050 Fan Power: 0.32 BHP Fan Motor Size, hp: 1/2 NOTE: High Motor Speed,Vert Electrical Data Minimum Voltage: 187 Maximum Voltage: 253 Compressor RLA: 12.8 Compressor LRA: 58.3 Outdoor Fan FLA(ea): 1.2 Indoor Fan Motor FLA: 4.1 Power Supply MCA: 21.3 Power Supply MOCP(Fuse or HACR):_.. 30 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Packaged Rooftop Builder 1.39i Page 4 of 7 I Performance Summary For 2T Project -Untitled82 05/08/2014 Prepared By: 03:03PM Sound Rating: 76.0 db Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz NA NA NA 125 Hz NA NA 66.0 250 Hz NA NA 66.0 500 Hz NA NA 70.5 1000 Hz NA NA 71.5 2000 Hz NA NA 67.5 4000 Hz NA NA 62.5 8000 Hz NA NA 58.5 Advanced Acoustics a © • • O O Advanced Accoustics Parameters 1. Unit height above ground: 30.0 ft 2. Horizontal distance from unit to receiver: 50.0 ft 3. Receiver height above ground: 5.7 ft 4. Height of obstruction: 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction: 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 0.0 66.0 66.0 70.5 71.5 67.5 62.5 58.5 76.2 Lw B - 49.9 57.4 67.3 71.5 68.7 63.5 57.4 74.8 LwA 262 C 0.0 33.6 33.6 38.1 39.1 35.1 30.1 26.1 43.8 Lp D - 17.5 25.0 34.9 39.1 36.3 31.1 25.0 42.4 LpA 26.2 Legend A Sound Power Levels at Units Acoustic Center, Lw B A-Weighted Sound Power Levels at Units Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A-Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide, other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate Packaged Rooftop Builder 1.39i Page 5 of 7 • Performance Summary For 2T Project: -Untitled82 05/08/2014 Prepared By: 03:03PM an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. Packaged Rooftop Builder 1.39i Page 6 of 7 Unit Feature Sheet for 2T Project: -Untitled82 05/08/2014 Prepared By: 03:03PM There is no Certified Drawing available for this tag Packaged Rooftop Builder 1.39i Page 7 of 7 r111 °.3 f 6 ' ''.t? '1: — i 1 .1 t I '.. I i 1 k . • - . ty . , • T, If . Ir. 1 • I. • fo...., • ,•*. . i ••.s 1,• 4 '''. • i * ° m . ii•: . .., • '• % • 4 ' • . * .. •' ' '' i'4 .4 -,,. a• • I‘dt 4:1*Z-1Y ti'V. kill im .. . - - f- - .1.0.11.+11..... .•••••■■•■••■wa...er,..lima.11,111.... 1 ,7 RTU -13 • 1 . 0 f1 4 ill . 0 . . 1311 _ . P ill - 0 - i a 016 0,44111 '40 . • . t . • .. , : •- . 4/f■ a . f.., 1 . r New 3/4"gas line connected • , tt0 : .. • I ' to epting gas main. Gas pips sized perOMSC table C402.4(2) . 4 - -. • . ... 0 , VVV . . VVV VV , . takiiivio40-00", . . , ,- .: # .... . ,..,.JII '1,',:.:-••''' - - •0 4e l'"l, ' - ; ,' '"-ii , 4 • , 4.4t 1'1 ,, , 4, , * ., , •IP * 1 • '' ' tl!., to., t 11.3....L..,-, -001 ,_ ... 4 tit; ° ell -1 :f , ‘*Ab -c ...-t•- A -V . -11. .1. ' "'-',--t - ,j04.7.t'l'v., ,, . ,.., ). . 0 - f vice-- ,7 ..-.,‘.- i•',,,. Av. lot . '',,,,, -7,00.14 ' 4r- , ' . It.iik • 4IP +A V ''''',':: •,,t ' .. :; ' / V • ,-. s -1 ' * 4 4 '4' l'r ,igr G I .,*. .... ,!.. . ... . V V t ., Imagery Date: 8/15;2012 45'26'52.29"N 122°4711.57" . ... . 4. '0.**•*ti• . -, . . - , • ' DIMENSIONED AND TOUREN.°PER ANSI Y1AFM-1BS REVISIONS REV. DESCRIPTION DATE APPROVED 1 INITIAL DWG 3/16/10 00 Attn:_ Tag: 33 13/18" 12 ta` Approval: p� RETURN AIR L ��'.. COVER INSULATED C v� SUPPLY AIR EXISTING CURB LAYOUT 38112 >" °,� �� 36 vd' ,YS<,`��� 20 1/4" ' 1e v4~ a" 2 1/4" 2 i11 f i 24" RETURN SUPPLY 84 3/4" 48 1/18' , F._5" r—30 5/8' — { ....... ?_if I j, 16" i —40" .1—L 3" h-. 66 1/4" CURB WEIONT ISMS.I APPROVALS DATE ""E 1-4765-4021 CURB SHOWN IS CDI STANDARD CONFIGURATION 127.82 omivares Notes: CDI RESERVES THE RIGHT TO CHANGE LAYOUT P.<.Ae".•M.•r P 4ay,Septa be 03,2010 1 04:46 PM QUOTE#: 1.1.5"ADDED TO OLD CURB OD WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A 'VEi6FPEASTING-CURDOU xEuM - 2.MATERIAL:18 GALVANIZED STEEL " �;;r"' 17(60 TYLER ST NW 1-47 5 p� DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED 'VERIFY SUPPLY AND RETURN OPENINGS ' ' _ CDI ELK RIVER,MN 66330 1�785�021 3.GASKET PROVIDED VWTH CURB NOTE ANY CHANGES CDI 4.INSULATION:1'11/2 LB DENSITY PRIOR TO PLACING AN ORDER. 'CALL VATH ANY QUESTIONS 063)361-7710 r'• 'FAX BACK IF OKAYING IS OK AS IS 1..—I, "I� (763)361.7661 rats 120 I mew 1 Of 3