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ReceiiadAFax Air 0 2005 3 :38PM- Fax Station : CLIgiTE_CONT•OL`I C • '2,_ • 04/20/2005 15:33 FAX 503 248 9263 VL.MK ENGINEERS 11002/024 `� 503.222.4453 CONSULTING � ECEOVE VLMK E N G I N E E R S 503.248.9263 APR 2 2 2005 vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 www.vlmk.com CITY OF TIGARD BUILDING DIVISION Structrual Calculations /I f ? 02�. -oa 9� for 7405 TECH CE HVAC UNITS Tigard, Oregon for Climate Control 16500 SW 72 Avenue Portland, Oregon 97224 • pc5I3' y al ii r,. 7: Sc D(RI11E& 6, VLMK Job Number: 205192 Date: April 20, 2005 Includes Sheets: DC -1 thru DC -2, SK -1 thru SK -4, C -1 thru C -13, and M -1 thru M4 (for reference only) Structural Engineering • Civil Engineering • Industrial Engineering • Planning - Studies / Evaluations • Entitlement Racei'ved`Fax : Air 20 2005 3 :38Py_ Fa Station :. CLIMA E CONTROL INC 1 ...3' . '04/20/2005 15:34 FAX 503 248 9263 VLMK ENGINEERS 0003/024 7405 Tech Center Dr. VC -1 DESCRIPTION OF STRUCTURAL SYSTEM These calculations cover the design for the attachment and framing for the addition of three new roof -top HVAC units to an existing building located in Tigard, Oregon. The existing roof structure consists of 2x6 sub - purlins, 4x12 joists, 5 -1 /8x glu -lam beams, and tube steel columns. CODES: 2004 Oregon Specialty Structural Code, (based on 2003 International Building Code) MATERIALS: Wood Framing: Joists and Sub - purlins Douglas Fir #1 Glulam beams: Simple spans 24F -V4 Fb =2.4 ksi All others 24F -V8 E =1800 ksi C : \Odrawino \Tech Center HVAC DC'.dno Received- Fax A•• 20 2005 3:38PM fax Station • "CLIMATE CON! ROL INC: :.. 4 '04/20/2005 15:34 FAX 503 248 9263 VLMK ENGINEERS U004/024 VG- 2- MCE Ground Motion - Conterminous 48 States Zip Code - 97223 Central Latitude = 45.44033 Central Longitude = - 122.776223 Period MCE Sa (sec) ( %g) 0.2 106.1 MCE Value of Ss, Site Class B 1.0 037.2 MCE Value of Si, Site Class B Spectral Parameters for Site Class D 0.2 4 ('L114.6 Sa =FaSs, Fa =1.08 1.0 Ste„ 061.7 Sa = FvS 1, Fv = 1.66 Spectrum for Site Class D Period MCE Sa (sec) ( %g) 0.000 045.9 T = 0.0, Sa = 0.4FaSs 0.108 114.6 T = To, Sa = FaSs 0.200 114.6 T = 0.2, Sa = FaSs 0.538 114.6 T = Ts, Sa = FaSs 0.600 102.8 0.700 088.1 0.800 077.1 0.900 068.5 1.000 061.7 T = 1.0, Sa = FvS1 1.100 056.1 1.200 051.4 1.300 047.5 1.400 044.1 1.500 041.1 1.600 038.6 1.700 036.3 1.800 034.3 ' 1.900 032.5 2.000 030.8 S - - (10106) _ ?6.4 Sn► _ ( 6r. �) : WI,I Received' ...Fax " : .Y A:r ;20 2005`3:`38P . F- ax:'Stat'ion : CLI , E CON ROL, .INC . 04/20/2005 15:34 FAX 503 248 9263 VLMK ENGINEERS Q005 /024 _ vL CONSULTING Job —7 t i -C 'S 1 ��L t4 1 /1c(r M 1,1 ENGINEERS M ATe C -� �. Client 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 Job No I 0C19 By � P 503.222.4453 503.248.9263 ® Date 1 L� `� sheet No, ' w 1 / / S.C. / Z �T N go 02,, 1a5 ■ • I N a I c o i-19 ki v D - x I Y xrT gLo" o S K z >-M P V FV Ni- /_-_-.---\ _ Pry P �r-rJ • Received Fax ° _ .A:r 20 2005 3f'38P Fax- 'Station -: CLIM CONTROL INC'"' ° ,,. _ o -. .6 '04/20/2005 15:34 FAX 503 248 9263 VLMK ENGINEERS [0006/024 CONSULTING Job 9* 1 V L - . ENGINEERS a er c C.t�M�4--re CAC, *Li .,. Job No. Zo 57 y7iBy 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 ; 503.222.4453 503.248.9263 El Oate 41101 °C Sheet No. 5/d- - 2.-- (a.) Z?( Sv113- plAR- C..%aS- ' Pe 71_ 4 neirA H St M P,sr rJ l4--1 S7 . , . ; � -,vi- C, - - - -17-4 --- i' . (E) &7A PrZ rcAa--z I • �' (..)) -( Cr+) A N T T J • WI S(NlPsor.) �� C7 K Cc , ) t 0 2 (t) FRA�''4(#s -r4 Ply t • 1 i 0^1') 0 N IT ( 1 11 s�3 ; � ! I w-- Ph lz-l..v+1 s • k I-h q 5 A PPo(zrt- Aw11 G s14 1 1Z' _1 -, Received Fax: , ..A•r: 20 2005- 3 38PM'• Fa Station ` CLIMA E CON POL'I•NC ' .■ 7. ,'_. ' '04/20/2005 15:34 FAX 503 248 9263 VLMK ENGINEERS Q007/024 • HVAC UNIT AND CURB BY OTHERS SECURE CURB TO FRAMING W/ MIN. #12 WOOD SCREWS O ` AT EACH CORNER AND AT 2' -0" O.C. MAX. SPACING NAIL EXISTING SHEATHING TO NEW FRAMING MEMBERS W/ 10d AT 6" O.C. 1 1,,yr HVAC SUPPORT DETAIL ler TECH CENTER HVAC SUPPORT DESIGN 1" = 1' -0" • Received.'Faz Air. 20 2005.3 :38' . Station : CLIMATE INC . 8 ' • 04/20/2005 15:34 FAX 503 248 9263 VLMK ENGINEERS Q008/024 S ti • UNIT CASING (2) STRAPS PER SIDE UNIT BASE RAIL SECURE UNIT TO HOLD- UNIT BASE DOWN W/ (4) #10 x 1/2' TEK SCREWS on LAG BOLT UNIT DIRECTLY SECURE HOLDDOWN TO TO CURB W/ (4) 1/4' "�� CURB W/ (4) #10 x 1/2' DIA x 2' EMBED LAG •' TEK SCREWS TYPICAL BOLTS WOOD NAILER 'CANTAB OR EQUAL UNIT HOLDDOWNS, UNIT MOUNTING CURB 1S GA STEEL BY UNIT MFR (14' GALV. SHEET MTh 1111 HEIGHT) COUNTER FLASHING 2x6 P.T. MIN. LEVEL PLATFORM BY G.C. ROOFING BY OTHERS / / ROOF SHEATHING % CURB CONNECTION PER STRUCTURAL PLAN .. STRUCTURAL SUPPORT MEMBER PER PLAN H VA1 CoN1JF(-T, DETA -I L Sk TetN MTCO. HVAL I " -1'-a" • • Received Faze: - Air °20 -2005 3:38PM . Fak Sta ionic= CLIMATE CONTROL INC.. 9 04/20/2005 15:34 FAX 503 248 9263 VLMK ENGINEERS tl009 /024 • G— l MECHANICAL UNIT ANCHORAGE • PER THE 2003 INTERNATIONAL BUILDING CODE 3 - TON UNIT SEISMIC INPUTS (SECTION 16 A C Ap 1.0 Y Sds 0.764 C.G. Ip 1.0 + I Rp 2.5 Z 25ft Y H 25ft a p Wp 5001b I X' T— X Fp = [(0.4 Ap Sds Ip) / Rp) (1 + 2 Z/H) Wp PLAN VIEW Fp = 0.37 Wp Ultimate Fp = 0.26 Wp ASD Fp = 131 1b UNIT DIMENSIONS CORNER WEIGHTS X 44.8 in A 125 C.G. 4-_ Fp X' 22.4 in B 125 Y 45.8 in C 125 22.9 in D 125 Z 39.1 in 500 I CURB SIDE VIEW OTM = Fp* Z OTM = 5124 lb -in MR = 0.9 * min Wp • X' = 10069 lb-in Wp * (X-X) = 10069 lb-in • WIND INPUTS (SECTION 1609.6.51 H 38 in (Height of unit) P 15.9 psf (Design wind pressure) Fw = 189 lb (Horizontal force on unit) OTM= Fp *Z OTM = 6204 lb -in • MR = 0.67 * min Wp • X' = 7496 lb -in Wp • (X -X') = 7496 lb-in MR > OTM, THEREFORE NO NET UPLIFT. ATTACHMENT MUST TRANSFER SHEAR FORCES ONLY. PROVIDE #12 WOOD SCREWS AT EACH CORNER AND AT 24" O.C. MAX SPACING. SCREWS MUST BE LONG • ENOUGH TO PENETRATE BOTH THE TAPERED WOOD NAILER AND THE METAL ROOF DECK BELOW. 710 'ee* cEE I7 p DR. MINEAMINmat HVAC UNIT ADDITION VLMK CONSULTING ENGINEERS 'eceived. Fax A•r• 20 2005:3 38PM Fax Stat "an : CLI ATE CONTROL INC • . "10 ._ 04/20/2005 15:34 FAX 503 248 9263 VLMK ENGINEERS 0010/024 vLmEK 7y VC CONSULTING Job 0S 7 KycE N(��Q PR (� ENGINEERS CGent ct IMkrc— cO/vT OL 3933 SW Kelly Avenue 0 Portland O Oregon 97239 -4393 Job No abs 19 2 By STL`= P 503.222.4453 503.248.9263 ® Date 9 / / g/ S Sheet No G L b aka 5 1p Dap, u (i (PRE4e-JT y, a psf- S /iE#T1411v � /. S c{ 1N5UL47 /oN /, o C En.INa Ao ps( SU8 Pc4 nip) S 2x6 ® ?-44" O.G. /.o er PURL/OS 4x/7 @ e'-o" oc. /. '2. s F G-L1a ..IdM BEAM /. 3 / ocf / (SPRsNKLeaS ♦ N ✓AC , gt-c.) 3,0 l i.C•F 1 pv4 L/ vF SNbw 2S.d hr¢ COLUMNS I C 0 LMILJY (N5i ?6CTIJN txo sT/WG PURL /NS 7 bo c(BLG 7.x6 ccuss (-/Ca4 06R I ( ASF 5OAP5o/a i ISz� i �t�cE Movivr HANG-CRS1 pow3ce ?nG Gevsl N'6 4I1/4)p 1-iE/4De iz ()RE 5(Mc>sc .) 1 1-4 , 4524 -Z A A .=k4 'Received 'Fax'' :: .._, ' , Air' 20 005.3 38PM.- 'Fax Statio ' CLIdATE=CO TROLINC .' 1 • - 04/20/2005 15:34 FAX 503 248 9263 VLMK ENGINEERS (0011/024 • Title : Job # ZOS t C . Dsgnr: Date: 10:3BAM, 19 APR 05 Description : scope: L,3 Rev: 580004 - - - -.. ` User: KW- 0602744, Ver5.8.0, 1.oeo-2003 General Timber Beam Page 1 -1 (01983 -2003 ENERCALC Engineering Software - xwa., <7,R7, + ry y - -- sores ara g'P•✓'•ccar ^ A�- 4,fptiJM.r. •:...�iS.�+.::fi:� ..SGSSr3�Y.tiT.Y: . -.. �.. : .. ,r.'t'.lX�..,. :.. .. ......, +'+o. ::• r: xr� t«; : =, roF" <: r,:ai Description 2 X 6 Sub - purlins @ 24" o.c. L• General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user define • Section Name 2x6 Center Span 8.00ft Lu 8.00 ft Beam Width 1.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Load Dur. Factor 1.250 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi ' Fu Length Uniform Loads Center DL 80.00 #/ft - Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft r Point Loads ,..� -' " "" • • .. • P3 YP¢ tt?F•Fre..wV.t4+�T(:::M,R1` =Y�. .ohtlP$ _ .h,: AFICvL s•,,ipl', .�, Dead Load 125.0 lbs lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs Ibs ...distance 4.167 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0 000 ft �{ Overstressed in Bending ! Span= 8.00ft, Beam Width = 1.500in x De t = 5.5in, Ends are Pin -Pin Max Stress Ratio .126: Cr Maximum Moment 0.9 k -ft Maximum Shear * 1.5 0.5 k Allowable 0.8 k -ft Allowable 1.9 k Max. Positive Moment 0.89 k -ft at 4.160 ft Shear: @ Left 0.38 k Max. Negative Moment 0.00 k -ft at 8.000 ft @ Right 0.39 k Max @ Left Support 0.00 k -ft Camber @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.436 in Max. M allow 0.79 Reactions.. © Right 0.000 in fb 1,409.25 psi fv 63.50 psi Left DL 0.38 k Max 0.38 k Fb 1,251.61 psi . Fv 225.00 psi Right DL 0.39 k Max 0.39 k Deflections It Center Span... Dead Load To tal Load Left Cantilever,.. Dead Load Total Loa Deflection -0.291 in -0.291 in Deflection 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ...Length/Defl 0.0 0.0 ...Length/Defl 330.3 330.32 Right Cantilever... Camber ( using 1.5' D.L. Dell ) ... Deflection 0.000 in 0.000 in @ Center • 0.436 in ...Length/Defl 0.0 0.0 @ Left 0.000 in • © Right 0.000 in • • • Received. Fax:: Air 20 2005''3:38P ` . 'Fax':Stat - on :. `CLIMATE' CONTROL''INC , :I. _ . • - 04/20/2005 15:35 FAX 503 248 9263 VLMK ENGINEERS 0 012 /024 • Title : Job # Z S i' cf Z Dsgnr: Date: 10:38AM, 19 APR 05 Description : 1 Scope: G _ -__J User: KW 04800. 602744, Ver 5.8 0, 1-Dec-2003 General Timber Beam Page 2 ' (c)1983 -2003 ENERCALC Engineering Software .. A: YL^ N. v' rL?' Ri::..,• ,?= L•: e7:.: dw s.: i:.: ..,:..:<:a.. i;...s: �.,- : :,;:,^.'1::.+I;C': ?77rx.`pmb.:: }<:,, ::.., r:.,..:... q. .: S":J IFTl4t `.'t'kM.;ib':e:`.- "'m`.i Description 2 X 6 Sub - purlins @ 24" o.c. Stress Calcs Bending Analysis Ck 30.585 Le 14.714 ft Sxx 7.563 in3 Area 8.250 in2 Cf 1.300 Rb 20.779 CI 0.856 Max Moment Sxx Req'd Allowable fb @ Center 0.89 k -ft 8.51 in3 1,251.61 psi © Left Support 0.00 k -ft 0.00 in3 1,462.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,462.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.52 k 0.52 k Area Required 2.294 in2 2.328 in2 Fv: Allowable 225.00 psi 225.00 psi Bearing @ Supports Max. Left Reaction 0.38 k Bearing Length Req'd 0.405 In Max. Right Reaction 0.39 k Bearing Length Req'd 0.411 in ■ Query Values M, V, & D @ Specified Locations Moment Shear Deflection © Center Span Location = 0 -00 ft 0.00 k -ft 0.38 k 0.0000 in © Right Cant Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in • ,Received `Fait: - . Air 20 2005-3 :381 _._ Fax Station : CLIMATE ' CONT'OL INC 13 - 04/20/2005 15:35 FAX 503 248 9263 VLMK ENGINEERS 0 013/024 - Title : Job # Z 441 i q L Dsgnr: Date: 1:26PM, 19 APR 05 Description : G -S Scope : . Rev 580004 - - -- User KW- 0602744, Ver 5e o, 1.0ec -2003 General Timber Beam Page 1 (c)19e3 -2003 ENERCALC Engineering Software Description DOUBLE 2x6 HEADER General Information Code Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2 -2x6 Center Span 8.00 ft ...Lu 0.00 ft Beam Width 3.000 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,000.0 psi Load Dur. Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,700.0 ksi 1 Full Length Uniform Loads • Center DL 28.00 # /ft LL 50.00 # /ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft !point Loads - -r< .F V - = xr <.i7 .. : . Dead Load 125.0 lbs lbs lbs • lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 4.167 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ff ^ S u mmary �...,.. :....v....,....'? Beam Design OK Span= 8,OOft, Beam Width = 3.000in x De. • - - ' , Ends are Pin -Pin Max Stress Ratio 0.463 : d Maximum Moment 0.9 k -ft Maximum Shear " 1.5 0.5 k Allowable 1.9 k -ft Allowable 3.4 k Max. Positive Moment 0.87 k -ft ' at 4.160 ft Shear: @ Left 0.37 k Max. Negative Moment 0.00 k -ft at 8.000 ft © Right 0.38 k Max @ Left Support 0.00 k -ft Camber: Max @ Right Support 0.00 k -ft @ @ Center 0. in enter 0.11 03 in Max. M allow 1.88 Reactions.,, @ Right 0.000 in fb 691.95 psi fv 31.11 psi Left DL 0.17 k Max 0.37 k Fb 1,495.00 psi Fv 207.00 psi Right DL 0.10 k Max 0.38 k Deflections AMINIESMIKOMEGMENISJ Center Span... Dead Load Total Load Left Cantilever,. Dead Load Total Load Deflection -0.069 in -0.134 in Deflection 0.000 in 0.000 in ...Location 4.032 ft 4.000 ft ...Length /Deft 0.0 0.0 ..,Length /Defl 1,391.4 715.57 Right Cantilever... Camber ( using 1.5 • D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.103 in ...Length /Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in • Received Tax • A: 20 2005 ` Fax'Statio CLIMATE- CONTROL .INC . ' 4 '" - 04/20/2005 15:35 FAX 503 248 9263 VLMK ENGINEERS 0 01 4/0 29 Title : Job # ZU I Lj Z Dsgnr: Date: 1:26PM, 19 APR 05 Description : Scope : (G — (,° Rev: 580004 _ _ w User: K.0602744, Ver 5.8.0, 1•Dec -2003 General Timber Beam Page 2 ' (0)1983 -2003 ENERCALC Engineering Software Description DOUBLE 2x6 HEADER r Stress Calcs • Bending Analysis Ck 31.181 Le 0.000 ft Sxx 15.125 in3 Area 16.500 in2 Cf 1.300 Rb 0.000 CI 0.000 Max Moment Sxx Req'd Allowable fb © Center 0,87 k -ft 7.00 in3 1,495.00 psi @ Left Support 0.00 k -ft 0.00 in3 1,495.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,495.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.51 k 0.51 k Area Required 2.442 in2 2.479 in2 Fv: Allowable 207.00 psi 207.00 psi Bearing @ Supports Max. Left Reaction 0.37 k Bearing Length Req'd 0.198 in Max. Right Reaction 0.38 k Bearing Length Req'd 0.201 in [Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00k -ft 0.37 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0,00 k -ft 0.00 k 0.0000 in • 1. Received fax A.r -20 2005:,3 38PM ' Faz ' •: CLIMATE CONTROL- INC ' ' . : • ,•. - • .15 • -" ': • • - 04/20/2005 15:35 FAX 503 248 9263 VLMK ENGINEERS X015/024 Title : Job # 7°4'1 " Z Ds Date: 1:27PM, 19 APR 05 Description : Scope : G _ I Rev: 580000 - - -- - ..--- I, Page 1 User: KW- 0602744, Vet 5.8.0, 1- Dec -2003 General Timber Beam 9 ` (c)1983.2003 ENERCAIC Engineering Software - _ Description DOUBLE 2x6 CROSS - HEADER General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined • Section Name 2 -2x6 Center Span 4.00 ft . Lu 0.00 ft Beam Width 3.000 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Fb Base Allow 1,000.0 psi - Load Dur. Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,700.0 ksi : Full Length Uniform Loads Center DL 28.00 MI LL 50.00 #Ift • • Left Cantilever DL 1$/fl LL #/ft Right Cantilever DL # /ft LL #/ft Point Loads `;'!'W'kFY..1.t' �ty?e9ti:r,^• -.;_� J ... !"4'1 "• :'f te.w 7777 .. .. r. ., x ., i . ,.I~i a'Ff•..' .. .K x ,,..,,, . 7777. . .... :.. ,' ..,: '. �: -n .. -., •>. ^.:.. •.-.:.x.: .:::..ern... "', = - .: :a•1:.�. ... :�.w.,.)t•..,:�fg Dead Load 112.0 lbs lbs lbs lbs lbs lbs lbs Live Load 200.0 lbs lbs lbs lbs lbs lbs lbs ...distance 2.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary t Beam Design OK Span= 4.008, Beam Width = 3.000in x De in Ends are Pin -Pin Max Stress Ratio 0.248 • G Maximum Moment 0.5 k -ft Maximum Shear * 1.5 0.4 k Allowable 1.9 k-ft Allowable 3.4 k Max. Positive Moment 0.47 k -ft at 2.000 ft Shear: @ Left 0.31k Max. Negative Moment 0.00 k -ft at 4.000 ft @ Right 0.31 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft © Center 0.009in Max. M allow • 1.88 Reactions... @ Right 0.000in fb 371.31 psi fv 25.19 psi Left DL 0.11 k Max 0.31k Fb 1,495.00 psi Fv 207 -00 psi Right DL 0 11 k Max 0.31 k Deflections t . Center Span... Dead Load Total Load Left Cantilevers. Dead Load Total Load Deflection -0.006 in -0.017 In Deflection 0.000 In 0.000 in ...Location 2.000 ft 2.000 ft ...Length /Defl 0.0 0.0 ...Length /Dell 8,094.2 2,905.60 Right Cantilever... Camber ( using 1.5' D.L. Deft ) ... Deflection 0.000 in 0.000 in @ Center 0.009 In ...Length /Deft 0.0 0.0 @ Left 0.000 In @ Right 0.000 in • Rece'i'ved Fax' : . ' A.r-.20. 2005 3 :38PM . ax' Station.: ''CL'IMATE.CON '0L INC. .: • . 1'6 - . • • - 04/20/2005 15:35 FAX 503 248 9263 VLMK ENGINEERS Q 016/024 Title : Job # a. S I q Z Dsgnr: Date: 1:27PM, 19 APR 05 Description : Scope : l G _ CS 1 Rev. 580004 User. KW_0602744, Ver5.8.D, t- Dec -2003 General Timber Beam Page 2 (01983 -2003 ENERCALC Engineering Software Description DOUBLE 2x6 CROSS- HEADER stress Calcs -- • Bending Analysis • Ck 31.181 Le 0.000 ft Sxx 15.125 in3 Area 16.500 in2 Cf 1.300 Rb 0.000 Cl 0,000 Max Moment Sxx Req'd Allowable fb @ Center 0.47 k -ft 3.76 in3 .1,495,00 psi @ Left Support 0.00 k -ft 0.00 in3 1,495.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,495.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.42 k 0.42 k Area Required 2.008 in2 2.008 in2 Fv: Allowable 207.00 psi 207.00 psi Bearing @ Supports Max. left Reaction 0.31 k Bearing Length Req'd 0 -166 in Max. Right Reaction 0.31 k Bearing Length Req'd 0.166 in Query Values — • M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 0.31 k 0.0000 in @ Right Cant. Location • 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in Rece'i ad Fax A•r- 20 20053'38PM. Fax Station CLIMA E CONT•OL ING' - `'s 17 04/20/2005 15:35 FAX 503 248 9263 VLMK ENGINEERS 0017/024 • VL CONSULTING jab A 6..0 3933 SW Kelly Avenue • Portland • Oregon 97239 -4393 Job No. l'O`> / 9 Z a,/ P 501222.4453 503.248.9263 ® Date +I 1‘2)`' Sheet No. G c4 c- Cam) 1 S W I) rsi= C ") = g 8 r(A` vV , l ` Z°° PL/F f - i ( fir 4 ) N o 7 - - Q - , (1 Z/OZ , , - /co w z. 3 G = (y /4,) / V5 PP- fL ph/1 pe w'S '1' grii4 —f7- 4 'Received Faz•:: Air'. • 0 2005'.= 3'.38P -M _ r Fa . 'Station ' CLIMAT •CONT'0L• `INC - `` .18 - - ' - 04/20/2005 15:36 FAX 503 248 9263 VLMK ENGINEERS 0 018/024 Title : Job # 2 C S « Dsgnr: Date: 11:22AM, 19 APR 05 Description : r Scope : ce. - I Rev: 580004 '' °- User:XW- 0602744,Ver 5.0,0, 1- Dec -2003 General Timber Beam Page 1 i " (c)1903 -2003 ENERCALC Engineering Software Description 32' Glu -lam SS [General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 5.125x24 Center Span 32.00 ft Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft Lu ' 0.00 ft Beam Depth 24,000 in Right Cantilever ft .. Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Fb Base Allow 2,400 0 psi Load Dur. Factor 1.150 Fv Allow 240.0 psi - Beam End Fixity Pin -Pin Fc Allow 650.0 psi E 1,800.0 ksi i Full Length Uniform Loads Center DL 280.00 #/ft LL 500.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads ,- 4 Dead Load 125.0 lbs 125.0 lbs lbs lbs lbs lbs lbs Live Load lbs lbs lbs lbs lbs Ibs lbs ...distance 8.000 ft 12.167 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000ft Summary - ,�,..:. Beam Design OK Span= 32.00ft, Beam Width = 5.125in x D Ends are Pin -Pin Max Stress Ratio 0.999 i J p,k Maximum Moment 101.1 k -ft Maximum Shear ` 1.5 16.7 k Allowable 101.2 k-ft Allowable 33.9 k Max, Positive Moment 101.10 k -ft at 15.872 ft Shear: @ Left 12.65 k Max. Negative Moment 0.00 k -ft at 32.000 ft @ Right 12.56 k Max © Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center ' 0.966 in Max. M allow 101.23 Reactions... @ Right 0.000 in tb 2,465.95 psi fv 136.02 psi Left DL 4.65 k Max 12.65 k Fb 2,468.95 psi • Fv 276.00 psi Right DL 4.56 k Max 12.56 k Deflections :hC•� ..,..r ^v :�c.- >dr ._, ...,,.,. ,_ -^'.• .- .. ,:_r: Y�,dsAC.t .. .IYl+e7k.3sa- - :^+•�"rAPF Mk3".: 1..YL� Fi�i 9L�R Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.644 in -1.754 in Deflection 0.000 in 0.000 in ...Location 16.000 ft 16.000 ft .. length /Deft 0.0 0.0 ...Length/Deft 596.4 218.94 Right Cantilever,.. Camber ( using 1.5 * D.L Den ) ... Deflection 0.000 in 0.000 in @ Center 0.966 in ...Length /Deft 0.0 0.0 @ Left 0.000 in © Right 0.000 in . , , - - , Received Fak" - „ .,, . ;A".r. . 20 :2005 3 38Pf{ : . Fax Station.: _ .CLIMATE-CONTROL INC , t.. :, , 19 _ --- . — • . - 04/20/2005 15:36 FAX 503 248 9263 VLMK ENGINEERS 0019/024 Title : Job # ZOC tqi-- Dsgnr: Date: 11:22AM, 19 APR 05 Description : Scope : 1 Rex 580004 41 .7. ,, .. , ,.‘,„ .. ,_ 9 , Timber ber Beam Page 2 u 1-Dec-2003 Description 32' Glu-lam SS Stress Calcs • . . Bending Analysis Ck 20.711 Le 0 000 ft Sxx 492.000 in3 Area 123.000 in2 Cf 0.895 Rb 0 000 CI 0.000 Max Moment Sxx Req'd Allowable fb @ Center 101,10 k-ft 491.40 in3 2,468.95 psi @ Left Support 0.00 k-ft 0.00 in3 2,468 95 psi @ Right Support 0.00 k-ft 0.00 in3 2,468 95 psi Shear Analysis @ Left Support @ Right Support Design Shear 16.73 k 16.59 k Area Required 60.617 in2 60.115 in2 Fv: Allowable 276.00 psi 276.00 psi Bearing @Supports Max. Left Reaction 12.65 k Bearing Length Req'd 3.798 in Max. Right Reaction 12.56 k Bearing Length Req'd 3.77D in , .. Query Values _ ---151=pmeilMSEMINiggsgmezet3=WripumEgRiV.M.:=27.4 M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k-ft 12.65 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in © Left Cant. Location = 0.00 ft 0.00 k-ft 0.00 k 0.0000 in Re :' A'i ., r. 20 '2005' '3i::38PM F.axStaflo , CLIMATE ,CONTROL I C - 20'. -' - 04/20/2005 15:36 FAX 503 248 9263 VLMK ENGINEERS !A020 /024 Title : Job # Z C=I / 1 1 -- Dsgnr: Date: 11:55AM, 19 APR 05 Description : • G - 12 Scope : I Rev: 500004 - -. _._ .. User: KW -06 4,gr5.8.0, 1 -0e�2003 General Timb Beam Pa 1 (c)1903 -2003 ENERCALC Engineering Sokware Description 56' Glu -lam Cantilever i General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined • Section Name 5.125x27 Center Span 40.00 ft . .. Lu 0.00 ft Beam Width 5.125 in Left Cantilever 8.00ft Lu 8.00 ft Beam Depth 27.000 in Right Cantilever 8.00ft Lu 8.00 ft Member Type GluLam Douglas Fir, 24F - V8 Fb Base Allow 2A00.0 psi Load Dur. Factor 1.150 Fv Allow 240.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi E 1,700.0 ksi Full Length Uniform Loads Center DL 260.00 #/ft LL 500.00 #/ft Left Cantilever DL 260.00 #/ft LL 500.00 #/ft Right Cantilever DL 260.00 #/ft LL 500.00 #/ft L Point Loads - _ Dead Load 125.0 lbs 125.0 lbs 3,840.0 lbs 3,840.0 lbs lbs lbs lbs Live Load lbs lbs 8,000.0 lbs 8,000.0 lbs lbs Ibs lbs ...distance 16.000 ft 20.167 ft -8.000 ft 48.000 ft 0.000 ft 0.000 ft 0.000 ft Summary ; Overstressed in Bending ! Span= 40.00ft, Left Cant= 8.00ft, Right C earn Width = 5.1251n x Depth = 27.in, Ends are Pin -Pin Max Stress Ratio 1.001 : otC Maximum Moment -119.0 k -ft Maximum Shear' 1.5 24 3 k Allowable 119.0 k -fl Allowable 38.2 k Max. Positive Moment 115.20 k -ft at 20.112 ft Shear: © Left 17.75 k Max. Negative Moment -39.04 k -ft at 40.000 ft @ Right 17.75k Max @ Left Support - 119.04 k -ft Camber: @ Left 0.230 in Max @ Right Support - 119.04 k -ft @ Center 0.214 in Max. M allow 118.95 © Right 0.234 in Reactions... fb 2,294.06 psi fv 175.42 psi Left DL 11.26 k Max 35.26 k Fb 2,292.37 psi Fv 276.00 psi Right DL 11.23 k Max 35.23 k Deflections Center Span Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0 143 in -2.158 in Deflection -0.153 in -1.859 in ...Location 19.888 ft 19.888 ft ...Length /Deft 1,253.7 103.3 .. .Length /Deft 3,357.8 222.42 Right Cantilever... Camber ( using 1.5' D.L. Deft ) ... Deflection -0.156 in -1.850 in @ Center 0.214 In ...Length/Deft 1,231.5 103.8 @ Left 0.230 in © Right 0.234 in • ■ Received=fax' Air' 20 2005 ;:"3 '38P ' Fax Station. : - CLIMATE "INC ,. •' - 1 - 04/20/2005 15:36 FAX 503 248 9263 VLMK ENGINEERS 0 021/024 Title : Job # 2-4") 7 I II— . Dsgnr: Date: 11.55AM, 19 APR 05 Description : lG - tom Scope : Rev: 580004 User: f(W 0802744. Ver 58.0, 1 Dec - 2003 General Timber Beam Page 2 (01983 -2003 ENERCALC Engineering Software Description 56' Glu -lam Cantilever Stress Calcs — - - - Bending Analysis Ck 20.128 Le 16.473 ft Sxx 622 688 in3 Area 138.375 in2 Cv 0.865 Rb 14.258 CI 0.961 Max Moment Sxx Req'd Allowable fb @ Center 115.20 k -ft 579,31 in3 2,386.20 psi @ Left Support 119.04 k -ft 623.14 in3 2,292.37 psi @ Right Support 119.04 k -ft 623.14 in3 2,292.37 psi Shear Analysis @ Left Support @ Right Support Design Shear 24.27 k 24.27 k Area Required 87.950 in2 87.950 in2 Fv: Allowable 276.00 psi 276.00 psi Bearing @ Supports Max. Left Reaction 35.26 k Bearing Length Req'd 10.584 in Max. Right Reaction 35.23 k Bearing Length Req'd 10.577 in ;Query Values - M, V, 8 D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft -119 04 k -ft 15.34 k 0 0000 in @ Right Cant. Location = 0.00 ft - 119.04 k -ft 15.34 k 0.0000 in @ Left Cant. Location = 0.00 ft - 119.04 k -ft 15.34 k 0.0000 in • • • ■ ReceiV`ed Fax : .: tow 20 2005,3 38PM Fax. Stat on : - CLIMATE:CONTROL -INC . 22 . '. 04/20/2005 15:36 FAX 503 248 9263 VIAIK ENGINEERS a 022/024 • . rt nia...__kr CGPH SERIES 10 SEER, 3 -PHASE PACKAGE GAS ELECTRI COMMERCIAL 3 THRU 5 TONS ROOF CURB DIMENSIONS = FULL PERIMETER CURBS USED ON CODE A 1 B C D ALL MODELS CACMO2 . 44 -3/4 41 -3/4 18 -7/8 20 -7/8 2 45 -3/4 42-3/4 $97z./4 2 2 1 4 Li - E FULLY MODULATING.DOWNFLOW" USED ON IS CODE LIST ALL MODELS CAEMO2 $445. - FRESH AIR DAMPERS- FRESH AIR 25% MANUAL F �� USED ON rR.OAMPER BACK CODE LIST G ALL MODELS CAFA02 $40.- - / zx %j' 3T05TON `C E _ •A‘ - r ,1 A . . I Curb Dimensions ,;. °. ; RETURN ` / tY � i ", . \` • jl BASE PAN \ — 49 -3/4" \\\ mc lions alail • — I, L... BASE RAIL .I \ Con Ala 1 •. GAS CO /'. ^I NNED17ON 1 I . ``) � y \ II 112- LOW /,. ��'VOLTAGE 1`l , -� , 1 f2'CONOVIT Li t I a � ELECTRICAL POWER � I CONDUIT 12 -1/4 ■ 46 -1 /60 Condensate Drain SUPPLY I 12 -1/4 19 2 -1/4 \ 19 RETURN 1 -3/4 !, 111/11.1111.1. fi _ 111.1X1 5 -3/16 2 -7/16 6 \ 2 -3/16 3.3/4 ' - UNIT SeE A e C b 3TOSTon E F G N I � K L W 37 -1 /2 47 -1/2 51 -1/2 7-1/2 6 -1/2 19 12 12 19 4 - 1/2 22 46 - I / 5 -3/16 Measured from Inside to inside on base rails - 6/02 C -29 Rece'vecl Fax _Air- 2012005 3 38PM '..'Fak Station CLIMATE CONTROL INC .,. r 23 04/20/2005 15:36 FAX 503 248 9263 VLMK ENGINEERS el 023/024 - w1_2 C O iitf�r tiiiaker CGPH SERIES • 10 SEER, 3 -PHASE COMIVIERC IAL • PACKAGE GAS ELECTRIC UNITS 3THRU 5TONS UNIT SP.ECIFICATION$ _ Condenser Data Electrical Data Coil Fan Motor . Fan HACR Tohifam Tube Full ' Size No. Voltage Breaker Area Frts Per Diameter Load RPM Diameter Blades CFM Code Ftase-Hz Max Fuse Ar pastyr (Sq. R) In/rows (In.) HP Amps CGP36H 208/230 -3 -60 30 amps. 20.0 14.9 20/1 3/8 1/3 1.9 1140 20.3 Fitch 3000 CGP48H 208/230 -3 -60 35 amps, 22.9 10.5 20/2 3/8 1/3 1.9 1140 20.3 3 -27 3000 CGP6OH 1208/230 -3 -60 45 amps. 30.9 14.9 20/2 3/8 1/3 1.9 1140 20.3 3 -27 3000 Emoralor Coil Coil Motor Blower C0m]ressor • Total Face Tube Blower Full Locked Faclfry Area Fins Per Diem. H.PfType/ Load Rotor Type 8 RPM CFM Rated Locket ROT Ship Load Rotor Charge Wt Code (Sq. Ft) In/Rows (In.) Speeds Amps Mips Size CGP36H 5.33 14/2 3/8 1/2/PSC/3 4/1 7.50 DD11 -9A 1000 1250 RECIP 1 85 A 80 Z) 410 CGP48H 5.33 14/3 3/8 1 /2/PSC /3 4/1 7.50 DD11 -9A 1000 1600 RECIP 13.49 91 102 490 ,.CGP6OH 5.33 14/4 3/8 1 /PSC /4 , 6.0 15.0 DD12 -12A 1000 1900 SCROLL 18.43 124 136 , 510 ' Fitter are supplied wok these mils, 3 to 5 Ion Use 14x25x1 (2) PERFORMANCE DATA HEATING, _ - - - - -- - -- - - - -- - = _ - - -- ) Input(MBTUH) Oupwt(MBIUH) i'c'e c • Gas Transformer Code DOE AFUE �� Temperature Piping Size Standard Standard Standard Std. Rise OF Size (IN.) Va. CG• • 40 10 :0 B0.1 7 6.0 0 �j� 65 CGP a:H0:0 :0 64 B0.f KM 2.1]:fr�.If' 0 0 •6 80.1 .1 40 -71 .5 8f 80.0 �1�im • 5 CGP6OH140 140 112 80.0 76.0 25 -65 1/2 65 PERF DATA CODLING Rated Capacity 5/T Power Evaporator Ext. Static Input Rated Pressure Drop' BTUH Ratio S.E.E.R. E.E.R. Watts Airflow (SCFM) Wet CGP36H100 , 38.000 .75 10.0 - 8,7 4000 1250 .15 CG P48 H080 45.500 .79 10.0 9.1 5115 1600 .15 CGP48H120 45,500 .79 10,0 9.1 , 5115 1600 .15 CO260100 . 58.000 .75 10,0 8.8 6480 1900 .15 CGP601-f140 58,000 .75 10.0 8.8 6480 1900 .15 BLOWER ° ` PERFORMANCE DATA - - p- .. N darrrineo M DO E '' - - - - Annual Fuel Vlgltal,on - -' -- Ellkiency (A Pa ling Air Delivery in CFM'• Tom healing capacity valid for Motor External Static Pressure (In. W.C. • e Code Speed PO .30 ), a For bns above .40 . 50 2,000 Net, r.led rated capac0ly CGP 36H80 HI 1 770 should oe reduced W 4% for MD 1740 1710 1670 earn , ow met above aea 36H100 LO 1385 1365 1355 1340 level All and N is meorc.loa st.ndarde 1 150 1170 S E. and r+a HI 11671 1150 CGP 46H80 I MD 1770 1740 1710 1670 ' Rd Led capa048 OAPo 1385 1365 1355 1340 LO Man e rd &67 lboo0 ,ns 95 HI 1180 1170 1 160 1150 Vo4s. Fin appe da.i CGP 4BH120 MD 1810 1790 1780 1700 208 volts deduct 100097U 1400 1380 1350 2 includes a .oe dop br LO 1230 1210 1335 ,Nic • 60H100 HI • 119 I,00 CGP MD HI 2050 2030 2010 2000 MD HI 1 9 5 0 1900 1660 1800 60H140 LO 1920 1840 1790 1720 1820 1760 1700 1620 Air delivery against shown external static pressures taken with 230V to unit and dry coil Add - 08 static for internal titters (Two 1402501) C -28 e/o2 ReceiVed` fax• : Aer 20° 2005 °3:38PM Faz' Station CLIMATE CONTROL INC', 24 ... . 04/20/2005 15:37 FAX 503 248 9263 VLMK ENGINEERS 0 024 /024 Co • .1 iNk-1 c er ® H SER r i k 10 CG P SE ER - , 3 P COM MERCIAL PACKAGE GAS ELECTRIC UNITS 3 THRU 5 TONS CGPH 10 SEER Package Gas /Electric Unit, (Three Phase) 3 to 5 Ton Efficiency. CMGP -10 SEER. Both the condenser and evaporator co SINGLE PACKAGE COILS TRANSFORMER • coils • 65VA, with re sellable circuit breaker. • Combination gas heating and electric have aluminum fins and copper tubes to cooling, self- contained for year -round promote efficient heat transfer. The HEAT EXCHANGER comfort. Systems install on rooftop or at refrigerant flow is controlled with flow- • Aluminized serpentine clamshell heat ground level. Units are shipped complete rater metering device. The refrigerant exchanger provides corrosion resistance in one carton; with only the flue gas vent circuit is sealed, tested, and fully for longer life and efficient heat transfer. requiring mounting at time of instalfa- charged at the factory. lion. EXTERNALLY- MOUNTED EVAPORATOR BLOWER CONSTRUCTION GAUGE PORTS • ' All model sizes are equipped with multi • Triple- coated steel, consisting of a • Provides easier servicing and allows for p ope drive blower air bo motors to Polyester top coat, a urethane primer more accurate reading of operating and cooling p requirem requirements. heating . coat preceded by an oxide pretreatment. conditions. One piece weather resistant top. Access AIR FILTERS panels for easy service. Side by side INDUCED DRAFT COMBUSTION • supply and return heavy 16 gauge base • An induced draft combustion blower is with these 5 niitsir filters are supplied • with rails. used to provide air for combustion. A • Coil guard to protect condenser coil. safety switch is used to prove that air for WARRANTY ACCESS PANELS combustion is being delivered to the • Standard one (1) year limited warranty main burners before ignition takes place. on parts. • Located to provide easy serviceability. • Five (5) year limited warranty on the The gas and electrical controls are HOT SURFACE PILOT HSP behind the same exterior panel. ELECTRONIC INTERMITTENT compressor. IGNITION DEVICE • Ten (10) year limited warranty on the CONVERTIBLE DISCHARGE • The hot surface pilot ignition (HSP) is gas fired heat exchanger. • Units have side -by -side supply and more energy efficient and provides return air openings for either horizontal added safety of operation, t i" _ :_, :., •.. or downflow applications. Simply relo- 5 A _ cate duct cover panels. ' ELECTRONIC FAN CONTROL , ,31 b I 'f � ' • Adjustable electronic fan control with ?� ` ' 1 . '' . ■ COMPRESSOR optional low speed continuous fan lea ill ' ` � " • The high efficiency compressor has eater- lure responds quickly to circulate heated nal rubber mounts to help minimize sys air and provide maximum comfort. ;�;`` ". tern noise and features an automatic reset current/temperature sensing overload IN -SHOT BURNERS s protection system. Selected models lea- • New design delivers more complete, lure scroll compressors. efficient combustion. "'See Thermostats and Accessories • pages C -30, C -31 & C -32 'UNITPERFOR DATA •( Ph -fit/Ail . COOLING DATA HEATING DATA • Rated Input Efficiency Efficiency Capacity (MBTUH) DOE(AR1E) Calf. (CSE) Unit Dimension Ship Code Voltage BTUH S,E.E.R. E.E.R. Std. Std. Std. HxLxW • Weight, List n CGP36H100 208/230 38,000 10.0 8.7 100 80.0 76.0 37- 1/2X48X51 -1/2 410 $1126.- '✓ > CGP48H080 1208/230 45,500 10.0 9.1 80 80.0 76.0 37/ 1/2X48X51 -1/2 490 81374. CGP48H120 1208/230 45,500 10.0 9.1 120 80.0 76.0 37 1/2X48X51 -1/2 490 $1385. - b - CGP60H100 1208/230 58,000 10.0 8.8 100 ' 80.0 76.0 3771/2X48X51 -1/2 51698. - CGP6OH140 208/230 58,000 10.0 8.8 ' 140 80.0 76.0 37-1/2X48X51-1/2 500!$1741. : 8/02 C -27 Equipment Schedule RTU -1 = Carrier 2 ton Gas Package Unit — EXISTING RTU -2 = Carrier 8 ton Gas Package Unit — EXISTING RTU -3 = Carrier 4 ton Gas Package Unit — EXISTING RTU -4 = York 5 ton Gas Package Unit — EXISTING RTU -5 = ICP 4 ton Gas Package Unit Model #CGP48H080 1670CFM @ .50sp, 334CFM OSA Natural Gas Input: 80,000mbh, Output 64,000mbh Electrical: 208/230/3 Weight: 490Ibs. Accessories: Roof Curb, Outside Air Hood, Programmable Thermostat, Duct Smoke Detector RTU -6 = ICP 5 ton Gas Package Unit Model #CGP60H100 2000CFM @ .50sp, 400CFM OSA Natural Gas Input: 100,000mbh, Output 80,000mbh Electrical: 208/230/3 Weight: 510Ibs. Accessories: Roof Curb, Economizer, Programmable Thermostat, Duct Smoke Detector RTU -7 = Same as RTU -6 EF -1 = Greenheck Rooftop Exhaust Fan Model #G085DGE Electrical: 115/60/1 Weight: 261bs. Accessories: Roof Curb, Backdraft Damper SUPPORT CHANNEL — INTEGRAL TO ROOFTOP UNIT. • HVAC UNIT PROVIDE 8 WIDE X 8" LONG 16 GAUGE BENT SHEET METAL STRAP. SECURELY FASTEN TO CURB AND AC UNIT. PROVIDE ONE STRAP. PER SIDE FOR UNITS %' ' m UP TO 5000 LBS. AND TWO RUBBER GASKET / / % — STRAPS PER SIDE FOR UNITS G ■inrs ■ , % — OVER 5000 LB S. PRE —FAB CURB BY • FASTEN STRAP SECURELY TO ROOFTOP UNIT MANUFACTURER. i ►� �� CHANNEL AND TO NAILER STRIP. • NAILER STRIP FLASHING NOTE: e. 0. . RIGID INSULATION COORDINATE EXACT DETAIL � WITH HVAC UNIT MANUFACTURER 0. 000 ROOFING 00 • CANT STRIP SECURELY FASTEN CURB 0' 41. �j TO ROOF DECK AS � , • LEVELING STRIP REQUIRED PER MANUFACTURER'S ?em. ROOF DECK �i;� ∎ �` INSTALLATION RECOMMENDATIONS. , FRA NG ROOFTOP UNIT CURB ETAIL NTS 'sa