Loading...
Report VLMKCONSULTING 503. .4453 E N G I N E E R S 503.248222.9263 vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • OR • 97239-4393 www.vlmk.com RECEIVEr STRUCTURAL CALCULATIONS SEP 2 3 20. for BUILDING ni!mO SCHOLLS FERRY BUSINESS PARK BUILDING N, P, R HVAC REPLACEMENT 10100 SW Nimbus Ave crryor'l= mut Tigard, OR 97223 REVIEWED F7Da COMPUANCR Approved: [ for OTC: Permit#: 04 EC. 2,C7 -- 7L Mechanical Address: �D(l'O Qy1 tt ay _Woe#: ATTN: Ryan Campbell • ► q( , 19570 SW 90th Court A Date: Tualatin, OR 97062 OFFICE COPY 4040, . G cic ct s i 9 15 o ;,. N C.3a j EXPIRES: 6/30/20 ! Prepared By: Amy Kordosky, E.I.T. VLMK Job Number: 20140589 September 18th, 2014 ,Structural Engineering•Civil Engineering•Industrial Engineering•Planning•Studies/Evaluations•Entitlement VLMK Consulting Engineers, Inc. Structural Calculations DC-1 Scholls Ferry Business Park - Building 'N, P, R' HVAC SCHOLLS FERRY BUSINESS PARK BUILDING N, P, R HVAC REPLACEMENT 10100 SW Nimbus Ave Tigard, OR 97223 VLMK JOB NO. 20140589 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS astiorr YTI3 Design Outline and Criteria a31441111"Ca#Cling91 Cla ?31V'IA j timmliA Aerial and Curb/Unit Attachments Details S-1 thru S-I 3 :�, ;I.) Structural Calculations C-1 thru C-10 : '> riuss,� Roof Framing Design R 1 '�„� its5 »---- •k%*dell :011:(I It DESCRIPTION OF STRUCTURAL SYSTEM The 'Scholls Ferry Business Park - Building N, P, R HVAC Replacement' project consists of the replacement of an existing mechanical unit on each of the three buildings on the facility located at 10100 SW Nimbus, Tigard, OR. This package includes structural calculation verifying the adequacy of the existing roof framing to accommodate the replacement HVAC unit, as well as details for the attachment of the unit to resist wind and seismic forces. ***LIMITATIONS*** VLMK Consulting Engineers was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any - to be assigned to, VLMK Consulting Engineers for items beyond that shown in this Structural Calculation Package. File.G:lAcad201412C1405891Calculations120140589-DC.dock Page 1 Printed September 18,2014 Structural Calculations DC-2 Scholls Ferry Business Park - Building 'N, P, R' HVAC DESIGN CRITERIA CODES: 2014 Oregon Structural Specialty Code (Based on the 2012 International Building Code) DESIGN LOADS: Live Loads: Roof Snow Load Flat Roof Snow Load, Pf 25.0 psf Dead Loads: Roof (Panelized) Roofing (existing and future) 3.4 psf Insulation 1.5 psf Sheathing (5/8" plywood) 1.8 psf Sub-purlins (2x4 @ 24" O.C.) 0.7 psf Purlin 1.5 psf Mechanical and Electrical 1.0 psf Miscellaneous 2.1 psf Total Roof Load 12.0 psf Mechanical Unit (Building P) New 4-Ton Unit 547 lbs Existing Curb (Assumed) 103 lbs Total New Mechanical Unit Load 650 lbs Mechanical Unit (Building N and R) New 4-Ton Unit 547 lbs Existing Curb and Adaptor (Assumed) 153 lbs Total New Mechanical Unit Load 700 lbs Wind: Basic Wind Speed (3-second gust) 95 mph Wind Importance Factor, IH, IW = 1.0 Occupancy Category II Wind Exposure B Internal Pressure Coefficient GCD; = +/- 0.18 Seismic: Seismic Importance Factor 1.0 Occupancy Category II Mapped Spectral Response Accelerations Ss = 0.974g S1 = 0.424g Spectral Response Coefficients Sd5 = 0.721g Sd1 = 0.446g Seismic Design Category D Component Anchorage Factors aD RD ID HVAC Equip 2.5 6.0 1.0 File:G:Wcad20141201405891Calculatlons120140589-DC.docx Page 2 Printed September 18.2014 VLMKCONSULTING ' 503.222.4453 ENGINEERS 503.248.9263 vlmk @vlmk.com 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 www.vlmk.com September 18, 2014 Ryan Campbell Reitmeier Mechanical 19570 SW 90`h Court Tualatin, OR 97062 Re: Scholls Ferry B.P. Building N, P, & R- HVAC 10100 SW Nimbus Ave Tigard, OR Dear Ryan, As requested, we have reviewed the existing roof structure for the replacement of three existing HVAC units on the above mentioned buildings (one on each building). The new units weigh approximately 700 pounds to include adapter curb on building N and R, and 650 pounds on building P. Based on our review, the existing roof structure will be adequate to support the new replacement HVAC units with minor additional framing. Also included in this package are calculations for the attachment of the new HVAC units 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, Details, Calculations, and HVAC Cut Sheets Structural Engineering•Civil Engineering• Industrial Engineering•Planning•Studies/Evaluations•Entitlement GAAcad2014\20140589`Correspondence\20140589 VLMK Letter.Doc r ,witto 'Y _ + • Id. : iir�{ _ ,"* 3 = ' Vi _ . .. A Wit; -. _. ,.. ..„ - • - Itilk .. it- . 4, .4` ,... ., _ , .... ,_. , 'II l' 21t, - t 14_ Y. K. F' ■ ' Fit *lie ' 1,1". 1 4e,.‘,,4 0 iii t M *fir 1 NEW HVAC UNITS TO REPLACE EXISTING UNITS AND BE SUPPORTED ON ALL SIDES WITH NEW AND EXISTING FRAMING. SEE 1/S-2 FOR CONFIGURATION ON BUILDING N AND R, AND 1/S-4 FOR CONFIGURATION ON BUILDING P. SEE R-3/4/5 FOR HVAC LOCATION. S 3 4r/ 2 AREA OF WORK ''��/ / S-1 CONSULTING SCHOLLS BP BLD N, P, R HVAC 20p140589 09114 ENGINEERS 10100 SW NIMBUS AVE ANK JCS MAW 04F0® 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD, OR 97223 lil503.222.4453 a vlmk @vlmk.com AREA OF WORK S-1 503.248.9263 www.vlmk.com vrtn NO VERIFY EXISTING FRAMING UNDER MECH.UNIT SUPPORT EDGES AS SHOWN.IF FRAMING DOES NOT OCCUR,PROVIDE ADDITIONAL 2x4 FRAMING PER SECTION A. • (E)GLULAM BEAM -- • NEW HVAC UNIT TO BEAR ON NEW OR EXISTING FRAMING y ON ALL CORNERS Aft ~ 4.9$ (WEIGHT=700#) Z ` Z _ z � , L a X v ■ —• (E)GLULAM BEAM • (E)2x4 SUB-PURLINS AT 24'O.C.TYPICAL 2x4 STITCHED TOGETHER EXISTING CURB WITH 16d AT 12'O.C. 2x4 x 1'-6'SECURED WITH (4)-16d STAGGERED • SECTION ENLARGED PARTIAL FRAMING PLAN - BLDG N & R 1/4'=1-0• CONSULTING SCHOLLS BLDG. 'N, P, R' - HVAC 20140589 9/14 E N G I N E E R S 10100 SW NIMBUS AVE. ANK JCS 3933 SW Kelly Avenue • Portland • Oregon 97239 4393 TIGARD,OR 503.222.4453 vlmk®vlmk.com PARTIAL FRAMING PLAN BLDG N & R S-2 503.248.9263 www.vimk.com ■ (E)GLULAM BEAM • VERIFY EXISTING FRAMING UNDER MECH.UNIT - SUPPORT EDGES AS SHOWN. IF FRAMING DOES NOT OCCUR, PROVIDE - - ADDITIONAL 2x4 FRAMING PER SECTION A. z Z tX a - a - a co co co < _ W _ NEW HVAC UNIT TO I BEAR ON NEW OR EXISTING FRAMING ON ALL CORNERS ((((( )))) (WEIGHT=650#) (E)GLULAM BEAM • (E)2x4 SUB-PURLINS AT 24"O.C.TYPICAL EXISTING CURB 2x4 STITCHED TOGETHER WITH 16d AT 12"O.C. / 2x4 x 1'-6"SECURED WITH (4)-16d STAGGERED A • -110W SECTION et ENLARGED PARTIAL FRAMING PLAN - BLDG P 1/4" = 1'-0" CONSULTING SCHOLLS BLDG. 'N, P, R' - HVAC 20140589 9/14 E N G I N E E R S 10100 SW NIMBUS AVE. ANK JCS —. 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD, OR ,—, 1503.248.9263 vww.vtmmcom PARTIAL FRAMING PLAN BLDG P S-3 503.248.9263 www.vimkcom UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH (4)#10 x 1/2" TEKSCREWS °OD,.>,",.....3, _,-�.o. . .k..,,._�>� I 7 SECURE ANCHOR TO CURB I WITH (4)#10 x 1/2"TEK �j 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 . �t TO EXISTING CURB WITH MINIMUM ;\ (4)#10 x 1/2"TEK SCREWS EACH CORNER AND AT 12"O.C.AT SIDES, TYPICAL 111 EXISTING UNIT i=Q= MOUNTING CURB (APPROX 14"HEIGHT)EXISTING PLYWOOD DECKING Ar EXISTING ROOFING -wi AM* 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'CLIPS AT EACH CORNER AND AT 48"O.C. EACH SIDE FROM THE INSIDE OF THE CURB TO THE EXISTING ROOF FRAMING 1 HVAC CURB DETAIL - BLDG N & R S-4 11/2"= 1'-0" CONSULTING SCHOLLS BLDG. 'N, P, R' - HVAC 20140589 9/14 E N G I N E E R S 10100 SW NIMBUS AVE. ANK JCS " 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OR 's03.222.4453 vlmk @vlmkcom HVAC CURB DETAIL- BLDG N & P S-4 503.248.9263 www.vlmk.com IPIEEI UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH (4)#10 x 1/2"TEK SCREWS WI- SECURE ANCHOR TO CURB WITH(4)#10 x 1/2"TEK • SCREWS,TYPICAL i.o u.i un iii WOOD NAILER 16 GAUGE STEEL'CANFAB' Imo mot OR EQUAL ANCHOR,(4) ism TOTAL, (1)EACH CORNER UNIT MOUNTING CURB BY UNIT ON LONG SIDES OF UNIT ii MANUFACTURER(14"HEIGHT) cam nn is MINIMUM 2x P.T. LEVEL I..,m GALVANIZED SHEET METAL "" PLATFORM BY CONTRACTOR COUNTER FLASHING sum poi /nm un EXISTING ROOF SHEATHING, u., ROOFING BY OTHERS / REMOVE UNDER UNIT AS REQUIRED SECURE CURB TO SUPPORT FRAMING WITH#14 WOOD SCREWS AT EACH CORNER AND AT 2'-0"O.C. SUPPORT FRAMING PER PLAN MAXIMUM SPACING,SCREWS MUST BE LONG ENOUGH TO PENETRATE SUPPORT FRAMING 2"MINIMUM HVAC CURB DETAIL - BLDG P 1 1/2"= 1'-0" V7 1 u CONSULTING SCHOLLS BLDG. 'N, P, R' - HVAC 2014 L 0589 9/14 I i' ENGINEERS G I N E E R S 10100 SW NIMBUS AVE. ANK JCS 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 TIGARD,OR F� 503.222.4453 vlmk @vlmkcom HVAC CURB DETAIL BLDG P Sf5 503.248.9263 www.vlmkcom C- 1 NIP dli Design Maps Summary Report User-Specified Input Report Title Scholls BLDG 'M' Man July 21,2014 18:58:49 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 45.4458°N, 122.7859°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III rl:r z 9 8 n @ r,- ,,. p .ti" 19 lit'di' - ik--', 4.. "t.,.,-, :11:: ue i R x 4,T' ! ! . -1 rc s � 4{ 7 a t r ., " z re, 7.1. ...'$ i',,,',„. per„ � �� '� "S• .r r e^'P '!, `y4 v• i + k_ ,,, ,,r;t i , xl�t i ° o"# ,,,„:,r,,,.. 0.i ,,,,R":'- ,> t a ° � ^ :,� �� 6 ' i, �i , :. '�" t :J.!",'.4.''.'„,, a "n i+ , i e dl yam}J7I18111ffB9:i%,1,,,; r c "" y et USGS-Provided Output S. = 0.974 g S,.,, = 1.082 g Sr. = 0.721 g Si = 0.424 g SKI = 0.669 g So: = 0.446 g For information on how the SS and Si values above have been calculated from probabilistic(risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. NICER Response Spectrum Design Response Spectrum 0.011 1.10 0.00 0.3s 0.12 0.00 • 0.64 0.T7 0.36 S 0.cc a t.40 n 0.5� 0.40 1 0.44 0.32 0.23 0.24 0.22 0.16 0.11 0.0$ 0.00 0.00 . 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.110 1.60 1.60 3.00 0.00 0.20 0.40 0.60 0.00 1.00 1.20 1.40 1.60 1.110 2.00 Period,T(sec) Period.T(sec) T CONSULTING .�,b SChoLl 's $ (ka K.1 ? /Z V . MK ENGINEERS Clel,t 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 JobNo.7Olg05gt1 By ANK P 503.222.4453 503.248.9263 Q Data 0q/20/4 tNo• C- 2 ..... ., ' i +•__ {{c-yam- ^` Cy�� /� {� t.._ 1 • .. ... i Ekl.S 1 IFS' -.. 1 x I`I YURL�14r i 1_•�'-r- _-t-.!-. , +--i.., i — , :__.L._ 1 _4...i..4.--:_...L.-; ;•t._ .. .__._. i ; 1 1 ._ J-{ r ' (12 p5f)�Q l r _ , - _1 - (25 p.5f)(0,:); ,qa. Of-1 ,.1j 1 k I1 _ 1 { --- ,_ �. � p_ boo _ _ - -. .. 1 - - . ! 1 -_ cr 1 i t. _. l -.;.. 161 ._. 1,! � _ _? 7._.. l 1 - -r { j'! ---• 2E 1 5VLrT : .k1DTING !"'• URLIN5 P%--RE ,ADT-t ,6%F ,_� I g- --_ t_. i . R ` t . I. ; l , i a } j..j-- t-±1-4-'•±--J_ .�-T_.t. { i.__ !_-_ -y..- • ,_+• . - .1!i ' ■I. 1 . - u / , t . I i � ~ � j. i- i t- t � {. .h , t. r • .1_. I F-K I z 4V '- =(;p4..4q,,. ..,,! : : . _4--71'4'2-c.---',4', :it.,,' -.14t '',., AXe b _ _r i 1_ 1 _ _ 1 rt 1 _t 1 .+s • � 1• l . �- �`T —' 1� r j _ -t Y i ti i� • I. ' / _ I- - . _ __ t- 1 } { Ali i I j( •1 1 , _ ,1.._.._ 1 * { �.. ,1 • mot---�-; ..'. - :- - �f- - .1.--4-- 4-4.-:-.. .,._.-� --k. ,- -- �...�_._�_..2.....,_y_- - �- 1 S ,. 1. _ i y+ � � 1 1 t-- j•T 'T 1 1 L . -. ..._ .. ' t 1 E • ,_. 1 � . , , , _ I ; * l � _; i i I { r 1 l i I e 1 + i + f j� C 11 1 i. ' L'....t..r 1 - 1 1 -*-�. ;._,_ 1...;_�_ l _i_.1 t ,1- 1 ' _' , i , t ! ' , t- `. j.....1..--4..7—_ I ' I , 7 , ; 1 1 1 { I 1 - -i- # I--'-- -..{_ I t I '..t -- �' 'I... .3-1.... - _, ; 1 Y 1 1 I , -� i . • -T-1---.. •}.-4..--r-, -, -•---1 1.-4, +--i•--r- : .'."_.1'__•F --j..-,- ---i•--- L .- .•-i-_'1-, - , i _.-1_._..I '. . _ 1- 1 - a - , 1 •� t- . _ ._ - - y. � '_ -; __�,i_+ . _ -. , E 4_ T 1�---I 1 ' ...rt f._ ,. -T t _ _. r l a_i 1 ^•!atvwwrrsa+rs- .. dai�taa«..w•r4rea+tr.wrra.s. . ' ix:_ # • C-3 Wood Beam . File=Glwcad2014+20 405e91Calculaiioh�PurlinCheck.ec6 - ENERCALC;IN C..1985.2014,6uiLd 6.14.9.4;Verb:14.9.4 Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: Building N Purlins CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: NBC 2005 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 1,750.0 psi E:Modulus of Elasticity Load Combination NBC 2005 Fb-Compr 925.0 psi Ebend-xx 1,800.0 ksi Fc-Prll 1,450.0 psi Eminbend-xx 470.0 ksi Wood Species : Douglas Fir-South Fc-Perp 520.0 psi Wood Grade :No.1 Fv 180.0 psi Ft 600.0 psi Density 29.640 pct Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.175) D(0.175) i + + D(0.096)S(0.2) i i + 4x14 Span=20.0ft ?,.rp ' r" ' r ! "r Service loads entered.Load Factors will be applied for calculations. .K".. E, Uniform Load: D=0.0960, S=0.20, Tributary Width=1.0 fi Point Load: D=0.1750 k a 7.0 fl Point Load: D=0.1750 k a 14.0 ft °:PESIGNSUMMARY _ udu! ... . !,: _ Design OK Maximum Bending Stress Ratio = 0.928 1 Maximum Shear Stress Ratio = 0.441 : 1 Section used for this span 4x14 Section used for this span 4x14 tb:Actual = 1,867.47 psi fv:Actual = 91.20 psi FB:Allowable = 2,012.50 psi Fv:Allowable = 207.00 psi Load Combination +D+0.50L+S Load Combination +D+0.50L+S Location of maximum on span = 10.000ft Location of maximum on span = 18.905ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.593 in Ratio= 404 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.593 in Ratio= 404 Max Upward Total Deflection 0.000 in Ratio= 0<180 `Niiiif11f1f11 S O ...laiailf afttiS1"iiO4 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C1 Cr Cm C t CL M ib Fb V iv F'v D Only 0.00 0.00 0.00 0.00 Length=20.0 ft 1 0.442 0.207 0.90 1.000 1.00 1.00 1.00 1.00 1.00 5.94 695.77 1575.00 1.04 33.59 162.00 +D+L+0.50S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 - Length=20.0 ft 1 0.637 0.301 1.15 1.000 1.00 1.00 1.00 1.00 1.00 10.94 1281.61 2012.50 1.93 62.40 207.00 +D+L+0.40W 1.000 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length=20.0 ft 1 0.248 0.117 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.94 695.77 2800.00 1.04 33.59 288.00 +0+0.50L+S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 • Length=20.0 ft 1 0.928 0.441 1.15 1.000 1.00 1.00 1.00 1.00 1.00 15.94 1,867.47 2012.50 2.82 91.20 207.00 +D+S+0.50W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=20.0 ft 1 0.667 0.317 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.94 1,867.47 2800.00 2.82 91.20 288.00 c- I Wood Beam File=G1 Acad2014120140569 1Calculalions\PurlinCheck.ec6•• ENERCALC,INC.1983-2014,Bu Id;6 14. .4,Ver;6.14.9.4 Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: Building N Purlins Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr Cm C t CL M fb Pb V fv F'v +D+0.50L+1N 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=20.0 ft 1 0.248 0.117 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.94 695.77 2800.00 1.04 33.59 288.00 +0+0.50S+W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=20.0 ft 1 0.458 0.217 1.60 1.000 1.00 1.00 1.00 1.00 1.00 10.94 1,281.61 2800.00 1.93 62.40 288.00 Overall Maximum Deflections Load Combination _ Span Max.'"Defl Location in Span Load Combination Max.'+'Defl Location in Span S Only 1 0.5930 10.073 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.126 3.144 Overall MINimum 1.126 1.144 1.0D 1.126 1.144 1.OD+1.OL+O.5S 2.126 2.144 1.0D+1.0L+0.4W 1.126 1.144 1.OD+1.OS+0.5L 3.126 3.144 1.0D+1.0S+0.5W 3.126 3.144 1.OD+1.OW+0.5L 1.126 1.144 1.0D+1.0W+0.5S 2.126 2.144 D Only 1.126 1.144 Lr Only L Only S Only 2.000 2.000 W Only E Only H Only 1.0D 1.126 1.144 1.0D+1.0L+0.5S 2.126 2.144 1.OD+1 OL+0.4W 1.126 1.144 1.0D+1.0S+0.5L 3.126 3.144 1.0D+1.0S+0.5W 3.126 3.144 1.0D+1.0W+0.5L 1.126 1.144 1.0D+1.0W+0.5S 2.126 2.144 VLMK ENGINETING E R S Job SCholl`531.t7Cr NPR Job No.L✓I4ou pal By AN 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263© °0te �1/Z4f S Sheet No; l.'s ,BUttrpcNG- VAC 5VPORT 1bE 51 6-N C e-C4 k )5r,NG 4ktG PuRLIN p wt,Lz 02_ -c)C$F) = X16 p ff -p = 63O*lq — 163 rF c IS1"1 N G ' 16 tf RL 1V S AQE AuE u fvrE . 5 E C-6/7 M$16 N SUPWTZT FiZA A^.1 iV r (i.,%0`=CI 2- pS-Y2� = 29 p 1� 4 'lovt*WSL So If $I p 6sO/ 7,2 44, /14,1404= (-74)(g)/7 f 0)/4 = 7SG 16.f. 5e-tiy p (-)50-Ft)02 040/ v. \-/• = 5.(73 " s( 4Xn2� (82)6q = y4D= C-G Wood Beam rile=G 1Acad20141201405891Celculations''urtin Chemed. ENERCALC,INC.1983.2014,Build:6 14.9.4,Vec6.14:9.A - Lic.#:.KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: Building P Purlins CODE REFERENCES - - Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set : NBC 2005 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 1,750.0 psi E:Modulus of Elasticity Load Combination NBC 2005 Fb-Compr 925.0 psi Ebend-xx 1,800.0ksi Fc-Pill 1,450.0 psi Eminbend-xx 470.0 ksi Wood Species Douglas Fir-South Fc-Perp 520.0 psi Wood Grade :No.1 Fv 180.0 psi Ft 600.0 psi Density 29.640 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.183) D(0.163) D(0.096)S(0.2) 11 i li I � f t 4x16 Span a 25.0 ft Applied'Loads ' Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0960, S=0.20, Tributary Width=1.0 f Point Load: D=0.1630kA0.Ofi ‘S ookY Point Load. D=01630 k Ca?6.0 ft L S �V�� 55 4. DESIGN SUMMARY Design N.G. ,Maximum Bending Stress Ratio = 1.038 1 Maximum Shear Stress Ratio = 0.471 : 1 Section used for this span 4x16 Section used for this span 4x16 fb:Actual = 2,088.99psi fv:Actual = 97.60 psi FB:Allowable = 2,012.50psi Fv:Allowable = 207.00 psi Load Combination +D+0.50L+S Load Combination +D+0.50L+S Location of maximum on span = 12.409ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.950 in Ratio= 315 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<240 Max Downward Total Deflection 0.950 in Ratio= 315 Max Upward Total Deflection 0.000 in Ratio= 0<240 i111aximdm Forces 8 Stresses fortoad Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t CL M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=25.0 ft 1 0.449 0.210 0.90 1.000 1.00 1.00 1.00 1.00 1.00 8.00 707.37 1575.00 1.21 34.01 162.00 +0+L+0.505 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=25.0 ft 1 0.695 0.318 1.15 1.000 1.00 1.00 1.00 1.00 1.00 15.81 1,398.07 2012.50 2.34 65.80 207.00 +D+L+0.40W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=25.0 ft 1 0.253 0.118 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.00 707.37 2800.00 1.21 34.01 288.00 . +D+0.50L+S 1.000 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=25.0 ft 1 1.038 0.471 1.15 1.000 1.00 1.00 1.00 1.00 1.00 23.62 2,088.99 2012.50 3.47 97.60 207.00 +0+5+0.50W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=25.0 ft 1 0.746 0.339 1.60 1.000 1.00 1.00 1.00 1.00 1.00 23.62 2,088.99 2800.00 3.47 97.60 288.00 C--) Wood Beam File=G:tAca1201412 014Q589,CaiculationslPurlin Check ec6 ENERCALC,INC.1983.2014,Build:6.14.9,4,Ve1..6.14,94 LIe.W:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description Building P Purlins Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v +D+0.50L+W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=25.0 ft 1 0.253 0.118 1.60 1.000 1.00 1.00 1.00 1.00 1.00 8.00 707.37 2800.00 1.21 34.01 288.00 +D+0.50S+W 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0 00 Length=25.0 ft 1 0.499 0.228 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.81 1,398.07 2800.00 2.34 65.80 288.00 Overall Maximum Deflections _ Load Combination Span Max.'-'Defl Location in Span Load Combination Max.`+'Defl Location in Span S Only 1 0.9496 12.591 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.987 3.739 Overall MINimum 1.487 1.239 1.OD 1.487 1.239 1.0D+1.0L+0.5S 2.737 2.489 1.0D+1.0L+0.4W 1.487 1.239 1.0D+1.0S+0.5L 3.987 3.739 1.OD+1.OS+0.5W 3.987 3.739 1.0D+1.0W+0.5L 1.487 1.239 1.OD+1.OW+0.5S 2.737 2.489 D Only 1.487 1.239 Lr Only L Only S Only 2.500 2.500 W Only E Only H Only 1.0D 1.487 1.239 1.0D+1.0L+0.5S 2.737 2.489 1.0D+1.0L+0.4W 1.487 1.239 1.0D+1.0S+0.5L 3.987 3.739 1.0D+1.0S+0.5W 3.987 3.739 1.0D+1.0W+0.5L 1.487 1.239 1.0D+1.0W+0.5S 2.737 2.489 CONSULTING Job 5th0 U's B1426- N,P,k V L M K ENGINEERS Client Job No.20i •° 9 By ?I Y\ 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 P 503.222.4453 503.248.9263M Oats 63/2:019 Sheet No C.. W 1 LVI t4 G I1 4-N Pr c z)PPO RT ap51&N C14-EC Exi -r 11G 4X(4 PUELiN q6 /f wo`+w�� woL` ({2 ��f)Cg P "� (NS L (25 ps f)(2 = 200 p l f - �� -� ► � _ -X , *VI sr. I-75 : SAmt. L.O1vfNC- AS BUILDING- N. SEE C-2 12S5VtT : Ex15TjNG PV2LINS AZT ArDiEQVN'M.. SEA C-3/4 . SG 1\1 SUPF02T P MIN 6 SRN [Dick-DIN 6- &S -evi C.0)N& N SEE C-z sYLT: pzovlDE ()z svPPoR.T FrzAmInt& • •:«t:iE1?.^f�11t R71�'++.tl.ar+*m'J.rECNl Onnte*ts4..+rv`.:^^xY>+n^•�.+wrrH«.:.t:�..cr,::.. •.,. •.••-.�e,:,% VL M K CONSULTING 503.222.4453 Job Scholls Bldg N, P, R E N G I N E E R S 503.248.9263 Job No. 20140589 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vlmk @vlmk.com Date 09/2014 www.vlmk.com v2.00-Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C-9 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 TYPICAL MECHANICAL UNIT Dv H Dv H V M WyAt itf Exposure Category [Section 6.5.6.3] Kzt = R Topographic Factor [Figure 6-4] I = Importance Factor [Table 6-1] V = +- .11-B'r ; Basic Wind Speed 3-Second Gust [Figure 6-1] B = Horizontal Dimension of Building Measured Normal to the Wind Direction h =a i �c° Mean Roof Height of Building (Eave Height if Roof Angle < 10') Dv ='. ein,' �; Height of Rooftop Structure or Equipment DH = jffri Width of Rooftop Structure or Equipment H = 18.00 ft Height to Top of Structure or Equipment q = 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] gZ = 0.00256KZKm.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= 18.0 sf Area of Structure Normal to the Wind Direction Bh = 1050.0 sf Building Area Normal to the Wind Direction x = 1.9 Force Increase Factor [Section 6.5.15.1] F=xgZGC,A, [Equation 6-28 and Section 6.5.15.1] p = 30.4 psf Design Wind Pressure F = 547.0 lb Design Wind Force CONSULTING P 503.222.4453 Job Scholls Bldg N, P, R HVF E N G I N E E R S F 503.248.9263 Job No. 20140589 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 E vlmk @vlmk.com Date 9/2014 W www.vlmk.com v2.10- Software Copyright 2010 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C-10 Mechanical Unit Anchorage Design Based on the 2009 International Building Code and ASCE 7-05 X DESIGN INPUT Seismic Parameters [ASCE 7-05 Section 13.6] • 3 4 • — Site Class D (Assumed) CG SDS = 0.721 Design spectral response acceleration rtCR 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 I z = 15 (ft) Attachment height from base of structure Xcg h = , 15 (ft) Average roof height of structure from base PLAN VIEW Wind Parameters [ASCE 7-05 Section 6.5.15.1] P =:''7:-.30:.4. (psf) Design wind pressure (psf) HVAC Unit Data (+/-) 1 �.G Wp = 700``,:a' (lb) Machine Weight "4 X = 74.0 (in) Base Dimension Zcg Y = 44.0 :L(in) Base Dimension ' ' Z = 33.0 :(in) Height of Unit and Curb Xcg = ' .37.0 `: (in) Center of Gravity SIDE VIEW i� Ycg = ,122.0 "; (in) Center of Gravity Zcg = 722.0 -: (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 S W Fp = Rp IS p (1+2—z` = 233 lbs. 5 1.6SDsI pWp =808 lbs. OK p1 p >_ 0.3S DS I p W p = 151 lbs. OK Base Shear, V„ = 233 lbs. Wind Fw„ = 825 lbs. Controlling Base Shear = 825 lbs. Wind = 516 (asd) Wind Anchor Shear (Seismic) Anchor dx dx^2 dy dy^2 Minimum eccentricity = 5 0/0' '73`'. 1 37 1369 22 484 ex = 1.85 ey = 1.1 2 37 1369 22 484 Mx-x = 430.9 My-y = 256.2 3 37 1369 22 484 4 37 1369 22 484 Y Direction X Direction 5476 1936 V1,3 = 61 V1,2 = 61 V2,4 = 61 V3,4 = 61 V„max = 206 lbs. Overturning = 129 (asd) Mot = 5125 lb-in. seismic Each Anchor/Corner • Mot = 13610 lb-in. wind Mres-x = 23310 lb-in. Mres-y = 13860 lb-in. Net Bolt Tension X Direction Y Direction Tumax* = -3 lbs. Tx* = -66 Ty* = -3 = -8 (asd) *negative(-)values indicate there is no net uplift Each Anchor/Corner Unit Report For 4T Project: -Untitled85 08/28/2014 Prepared By: 03:44PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)""t Unit Model:...._...._...._.._..._._.._.48TCDA05A2A6-0A0A0 Unit Length. _..._..____._6'2.375" Unit Size:...._._._.__ .___..._ 05(4 Tons) Unit Width:..__. _. 3'8" Volts-Phase-Hertz:_._..._.__..._.._.._.._..._.._.._ ...460-3-60 Unit Height _.2'9.375" Heating Type' . Gas Total Operating Weight:__..._ _ ..._ 547 lb Duct Cfg:._......_......_Vertical Supply/Vertical Return Low Heat "' Weights and Dimensions are approximate. Weight does Round Tube Plate Fin Coils not include unit packaging, Approximate dimensions are provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog. Lines and Filters Gas Line Size:__....._...--..-. __.___._.._.._.._..._.112 Condensate Drain Line Return Air Filter Type:. _ ,.Throwaway Return Air Filter Quantity:._._._._._.,.._ 2 Return Air Filter Size _____. _._16 x 25 x 2 Unit Configuration Medium Static Option Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) 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 48TCDA05A2A6-0A0A0 Rooftop Unit 1 Base Unit None None Packaged Rooftop Builder 1.39k Page 2 of 9 • FOR REFERENCE ONLY m • m v i 0 z DOUGLAS FIR-LARCH(Surfaced dry or surfaced green.Used at 19%max.m.c.) DOUGLAS FIR-LARCH(North) Desue Select Structural 2450 2800 1400 95 455 1850 1,900,000 Select Structural 2100 2400 1200 95 385 1600 1,800,000 Dense No.I 2050 2400 1200 95 455 1450 1,900,000 No.I 2"to 4' 1750 2050 1050 95 385 1250 1,803,600 Dense No.2 thick 1700 1950 • 1000 95 455 1150 1,700,000 No•2 2'to 4' 1450 1650 850 95 385 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 2'to 4" 1050 1200 625 95 385 and Standard thick 600 675 350 95 385 1125 1,500,000 2i 4 925 1,500,000 (2 rou 9 Utility 4'wide 275 325 175 95 385 600 1,500,000 2 through 9,, Dense Select Structural 2100 2400 1400 95. 11,13, Select Selectura! 455 1650 1,900,000 15 and 16) S ease No.1 1800 2050 1200 95 385 1400 1,800,000 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 773 95 455 1250 1,700,000 No.2 • wider 1250 1-1450 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 . I500 1,800,000• (Continued) cri P.4 a i • • \l11 V ... M * 0 ® d p 0 .t I f,v' ' Lo v' 40440 4m- ' LC M°d f[.. 1�'-d• _i ._I NS l l m.o. p. r © . Et 1 I T�.., ©Y° mgt q \ . c t i 1 I°-,' pA{ `��//y�.{{ a a. `--•'-'r y\ .�.. \*� y", ,� ; .TL' RA' ''''.0 Tiff-- �._ 1 P 9 1 1 iI J A (el _ - i N.r ¢ Z IL $ (4-) a -c \n1 fi r. 1 6 i�,�.\ "�� 2 = W i r 11 F-:� ';I �ate' '' c}a i N' U W O t 4 $-:„ , 1 lK� V X 1 2'1 I Y i E 61 0 N k Ie.�l Y 1 /// H = C _ w a F• timi..0 40.________ c • �' - z to— —._ ._ ...__. t .i m � x` _ �� g mom` ` : � ° . _ � ��/ IIIIIIir � ∎— ek Thei 'al e, + Z . 6vC - �� / 1 �t t ry,4,J�Y° ,-N , y l ii) ,,,•,,,...., 0 O . Kft 5. illy p a • 3 .� i♦ , : . ”, r -)rv') *\T111-1. 1./n. A& c� I /'e I • Ua we I• J AuarT.I.,Y6 - b4-y _ _ ''ti __—_ _ '2s'v' woes I 43 ( + �'ROOF FRAMING PLAN "`'�� �V AS PER BUILDING N f L M1E ue-r-u• "0°fN°""• ROOF NAILING ® a<.P- KEYNOTES 9 L*1 a.4,•4.. Pi ny...o r.:.:C..ease.• i. to.pa•I AT te.1•I...Fi/.....J ,a*°I?.IeRWA4..a tim'....- 1•fib aF•I R.fys..r T f.o' 1: <a,flee••...nrrga.Q,t., 4 V J..If.•..°. .r...le o.*4-,14.4,44 LUf K erM wa JF'.Nt -.V rlHr..0 r N 41 H Oa l wO• ry rgliM• — fls K.yLNtn Wa 1-44,4-4-L u.Reas'wV+e neer im r tat.". b•K),,d44-0, riIp a. ti8ey+ ' .a ►WLAm uH:n!c Y F�+=F G 1 AW to rl W �.PwYe7.R P-R�M�Tr'aT „„..,.....1 rs�M4M.. d-ti n,1/44 i.pt. -r RAT a!!MT'I yu/C _ VASSPI II III w NRfI•. fo rol 44►.f°O. 44 °N --from- ea�.rosw+.u+.+ 4w againia■I' frN PF I Oro 1����Rort C/,/� .. -._._ .MAC*0 4•••N 6b -...!l.._........ 'F.66.°'.i'L m{.a uaar. b M n.' +fnu..-. 21.w.v+ol+ NW... . (� ` .4,.....•.•. 'L°,e.d..p.. 't .0......Kos a�+...�1.. 1p N+ia•e rwir.ou sm w .._,ey _ ® Pp M .Mel.; +W4 r1Ri..N1A.. 4 R..t.00..Uvtiev le**00014- t4•CO N•.a..n•'�..IJ wa�P "�' :< .Y ePrw;.- . •a w+.nw 064* 4 p--+*.PRRPAR. .-•r "'q 4""`""'�' *�^"' BUILDING CONSTRUCTION BID SET. Rb. wo_ .,�,. :'au wren. Ire w a..-.4**.0.sw AUGUST 21,1885 '-! W rell KEYNOTES 11 1. 4.N DR•1.T i'd as.V,aaa. l l I r 4w Al S..tJO. C—_ • <> 4c.•O S.1.N.Dr.•I �:! 4 O w 4 4J1..a L.'D- .ws'r oat,4 -w 4b-.' 0.44)-a4---' �D,ro. 41.44. ♦.M pr.41 Llel-...•%/44•'1'iN 0(.l� _ s.'-1 • 4.•-1 sv 7 Ta_n• 11.11....w a+o. ''a — — 4 Nr..M..Ds 4..U...4 1.w I.F••1.•1..or. .T Owl•1D ,,.1..1.. Alii II I .%.....,........ru .'1 sw.al wv• tt�r p�o�h �'- Nlu•.v w�.a101,0µ b 1 EFi G ,.✓'� ` b 'L.eau.-W/twee�a \, • i\ A ' Tie'- - J A I ~ 4 TO -6 9_. .L.�4� r"e�a pQ n. l ". I 0 � A k ------ 'Or 4 r�e.+.aa rne.rea a-I.uo..F . 0 e 0 J - \I,9 I i' o I 1 7 P \I a..s 1 �] `�. R.nn«.me Tea�Tro. Laos.[ v4ti �V p W -��►y i�.N.wr•R. AT nod n,. \ 1 f ►.�1� n ___I i n - Ls. _ .. v .4 . N s•Ik+�..M1DOgeL. C O T *a 1s wrir V W ' n -. .Y - T _ ,*...4.04.nate. n.1.».up..1r E 1 ® xy , L a - ^�.� 1. 44,r'j- f_1►` Q tn.a a 1 } +f 4 j ''~—~_41_...-. �'_� I�0 I ' _ / ` ^�\ 144 Yc+3[eir!:rfw:.1Y`M� •'r \; - to."" ' -a+_ .er •» `Cl "I�l .� ,ul.. .w.4s- Il . M • •T.r q..,a ,• SM.s 4If (� - d - '� .7� 4 4"rs_ m �Sn a.6 w!r1 tRnaa.•y •d O • 0 �/�L�}�_ _ - 1c`ti ..•7f - , © `. _ ..',unmet 4a.�'rrl.p+wr+i.••A'°°-' X 'kr co, D ifIK 4,, ...4 svr_14•41. w...e•ro-41 44 w s..444.yw.4.. .L - .s4/s 44 4.4-,444 se.a �D a 144.:8- Ll • :Q• i 9 . ria:J r I _ �' d _r F r• `7 Z .. c.. _ - _ �• 6Y►.L•Y4. - 6L b•1•...s..ze [.1. •x.41 _ 4L..4.sit.4bN. u' 0 n.. -.0 nl '1=J CC .03 II 1 Ali G-1 :, ® o 0 o v 0 4 , I ® _ ' ‘42')0 ra' ���/l • � ' ...'-7.-. .4144181 n.,r. 1 CI 1.J" ..y nor s *�y.' " ROOF NAIUNG _ ill :1!:\!1.07int'lei'� a • ( 0 1[�I 0 .-� 4. er.:MT t•.,4`..,4r.a.r 1.r.+wm 141.44. 0 i, g"ii'�i7 �•\ = -•a' — >1444.l IL•M IM.4.tNrw� /....pl.M !i f.<_y o ' --._.— — -- 1 �b • MtiV —__ ._ Y6i—_•o' �._-__ _ Lib• I . III a O1R ROOF FRAMING PLAN . .4" © , BUILDING P 18O[1.. ,,.-,'-u SL. BUILDING CONSTRUCTION BID SET — AUGUST 21,1985 °- — —5 :?' ..,0:0 •w d' .ao•� G 4 • lit I I' 1 «,.• aEll E s • , I_ 'o 'll> • C 1 == lsi 1 IV Alm If, /1 � (1) - I 4 rrI �..,b ig �� a t tO c �X73 0 P(�. , 7,---/ { ill .Gil Ir 1 bD D `1 �'"�`1 �,Q I O O u • II r , ` „ 0 a tea ° I t . 3 = G C PiliiiIppi: _ -. eillp,41 P? i li N Q. zI ' v ti lit t- G [1. Q D I oe ti r I1IPI 4I y / L� i -,)-' i r p ics F( , © e =�.A.. • I '{ K -L.PCC �I�. It• golk- "'I ir 1.9..) • l. . �� C 1. a e 1 �D ' A: r } 1 i< i 1 OD 0 fin_r -BUILDING CONSTRUCTION BID.SET—AUGUSTT221,1985; A V to :; 00 , I ORbOF. FRAMING PLAN Kou BUSINESS CENTER-TIGARD Tes sAPT.c t', 31$1 1 s 4 PHASE II I t BUILOINGT• �, TIGARD, OREGON _ - z _ _ 4T Project: -Untitted85 08/28/2014 Prepared By: 03:44PM REcRIEL SEP 23 '1°14 4T ova tiGtav Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Packaged Rooftop Builder 1.39k Page 1 of 9 Unit Report For 4T Project: -Untitled85 08/28/2014 Prepared By: 03:44PM Unit Parameters Dimensions(ft. in.)&Weight(lb.)*** • Unit Model' . .48TCDA05A2A6-0A0A0 Unit Length.__..___ .__.___ _ _ _._..__.__6' 2.375" Unit Size- _____ 05(4 Tons) Unit Width: __.__..____.....__..._..._._._..._..__.__ ._ 3'8" Volts-Phase-Hertz .._.___..,...r.______.._...__..__._..._..460-3-60 Unit Height' 2'9.375" Heating Type:__.___..__ __________________________________________..._..._._____Gas Total Operating Weight:.._____ ____ 547 lb Duct Cfg- Vertical Supply/Vertical Return Low Heat ••• Weights and Dimensions are approximate Weight does not include unit packaging Approximate dimensions are Round Tube Plate Fin Coils provided primarily for shipping purposes.For exact dimensions and weights,refer to appropriate product data catalog Lines and Filters Gas Line Size 112 Condensate Drain Line Size___________.___.__ 3/4 Return Air Filter Type- Throwaway Return Air Filter Quantity:. _ 2 Return Air Filter Size: 16 x 25 x 2 Unit Configuration Medium Static Option Al/Cu-Al/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1-Year parts(std.) 5-Year compressor parts(std.) 10-Year heat exchanger-Aluminized(std.) 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 48TCDA05A2A6-0A0A0 Rooftop Unit 1 Base Unit None None Packaged Rooftop Builder 1.39k Page 2 of 9 • . III.1 Certified Drawing for 4T Project:—Untitled85 08/28/2014 Prepared By: 03:44PM NOTES: U NITED r a 101 14(1 TIES POrNT 11 414 TISTITY if 4441141 Ca1TaAT1O tN11Y(a a n(x•111111 a 1aCUNiT1 1. DINENSIOS AlE IN INCHES DIIR:NSIONS UNIT J I TECHNO(O61E3 1+44CU(.1+ D II 1114146(1(P01 TI((IHN44 CODITMn Tyr, 01f3 No ca4ntrt4 wt nllaewtt a IN[ 1 ARE]M N[LL[IFTEM1S Ca NNAT ill pt 1T O(IttuT.a 151 vino,cAr)O 77 3,1 1/1'1 CARRIER lift [0111 14 a'7■17141 COp[IT. Att[TTA1tt aT E P$I(l /8TC-404 (0111 [4721 2.S CENTER OF GRAVITY 63 71011 110 CONNECTION SIZES 18TC-A03 (1111 17111 A 1 311' (351 DIA FIELD POSER SUPPLY HOLE 3. DIRECTION OF AIR FLOW I/TC•AOf 77 711 111,1711/[1177_ [7711 1 2' (501 DIA POWER SUPPLY KNOCKOUT 48TC-A07 [185(1 li lf8 [771 11 1(1 8 C I 314' (511 DIA GAUGE ACCESS PLUG _ D 1/0' (221 DIA FIELD CONTROL■IRINO HOLE 33-314 IRA!) E 314'-14 NPT CONDENSATE DRAIN F 1/2•-14 NPT GAS CONNECTION - 1 0 2 1/2' (641 DIA POSER SUPPLY KNOCK-OUT 32-Ill T ECONOMIZER HOOD 16 16161 (OPTIONAL) (1061 I FILTER ACCESS PANEL THRU-TNE-BASE CHART )TOO-LESS) CORP. THESE HOLES REWIRED F08 USE • ACCESS COIL CABTMPSR001AOI, 0034/1 •PA EL I THREADED DIRE ACO'D ROLE INDOOR COIL - - - S CONDUIT SIZE USE SIZES INAI.1 ACCESS PANEL 1__ (11' ACC. T/0'(22.21 O I I� (652/0 10-710 ♦ H 1,2• t/v 7r0•[x2.27 \ 1 (6521 [21x1 I 1 3/4' (001.0631 POSER 1 1/1•(28.11 yNlI1•f� �i�l� 40 1 RETURN AIR RETURN P \1/ AIR 2.. 10H 31 Ilx'CPT 6AS I 3/16• 170,11 111171 \\� /JJ • 9 - t P08 'TABU-THE-BASEPAN• FACTORY OPTION • 2.518 ��//// 9 FITTINGS FOR ONLY 1.1, 6 Z ARE PROVIDED BACK IT � t TIP E ALT.-, ..----1--- 1 SELECT EITHER 3/4'01 1(2• CURB ^S • CONDENSATE 17-3/4 1011 POWER, DEPENDING ON SIRE SIZE WIDTH 1 i -• DRAIN IN BASEIAN SUPPLY 26-1/2 28-3(6 Tl (001)PROVIDES 3/4'FPT FITTING.TUN CUSS 1e-1/I I 1 A[R [673] SUPPLY (4511 AIR 1R-//0 11-111 12-111 - IJ �— N [4111 [1631 1312) SEE THRU THE 6-1/4 i I BASE CHART•- 1571 . I 1 -+ 12-1/6 1(-316 [es1 25 _ Luf I3071 [6361 (1001 MOOD —18-I/2 A TOP (4151 /-510 10-1/2 1.114 1116] (265) 1327 LECTRICAL ( _= j LOCATION CONDENSER CONTROL B01 INDOOR BLOWER COIL - A,•• I) ACCESS PRA(( ACCESS CONDENSATE ILTER .1. DRAIN • 25-110 OPTIONAL J I{-311 RETUAN I / _ OUTSIDE INSTALLED -;.=___ , IN 1151/( /iACTONAT -——— II. ANDLF 11-7/6 SUffl11A11 I A[R I CONVENIENCE - IH/1 INSTALLED ( [2811 1/z15131111A141111:1 OUTLET II DISCONNECT Ip `. IQi I 6-610 n — _ pg�8 11681 1400 ► (-7: : OOti (ill] 3-3/4 MANGLE 8.3/8 6.5/6 1 1151 46-3/4 10-1/8 12131 11681 (1111 6 [764] (152) IIII [(tell 26.3/1 163/8 11811 BAROMETRIC (18881 31-1/4 ( RELIEF 7111 LEFT Fla FRONT SUPPLY AIR RETURN RIGHT WEFT 4474 ITECTNN/ 48TC 04-01 SINGLE ZONE ELECTRICAL 48TM500993 11. (cox 11-24-08 09-29-08 COOLING WITH GAS HEAT 5.0 Packaged Rooftop Builder 1.39k Page 3 of 9 Certified Drawing for 4T Project: -Untitled85 08/28/2014 Prepared By: 03:44PM UNITED t 0 Mt INS 111$MCRKRT II at Platen OF CMII[I C00000a1011 tY1RiM[a a n[[7:MEWS a WNW! STD. UNIT CORNEA CORNER LOANER CORNEA TECHNOLOGIES MAME.n 1D EI KSELL N ut011 IX EnNE 11 USEDl na rTAr rl[ Oaf or[alnnn PAST[[IIO•AK[a C.G. NF IGNT CARRIER EAliT CarCSAT R[ll t01 t[0[KlaEa a RIFD 111K11 CAHI[t AECEHEKI a Canal. DAIT (EIGHT EIGHT 170 WEIGHT III EIGHT(Cl EIGHT 107 CataAila'1 w]nn COMM. LIS. KG. LOS. K6. LOS. KG. LDS. KG. 165. KG. I I 2 41TC-1104 483 211 111 50 125 57 131 59 111 53 39 19111 23(5641 11 NO 11111 481C-1105 531 211 124 54 139 63 145 II 121 59 39[1911 23(5041 17 14321 48TC-1M 561 251 131 59 141 67 154 TO I37 62 39[9911 23 15841 17 TEl 14381 /11TC-A07 652 216 ISO 68 169 76 176 19 I01 71 39 19911 23 15841 20 178 15111 CORNER A CORNER B 0 • I.. • CORNER D CORNER C I TOP • 1 Jul11 .1 O 111. 1: FRONT SHEET - RATE MIAMI 48TC 04-01 SINGLE ZONE ELECTRICAL 48TM500993 RV/ 48TM500993 11-24-08 09-29-08 COOLING WITH GAS HEAT 5. 0 Packaged Rooftop Builder 1.39k Page 4 of 9 • 1111 . 41411111111 Certified Drawing for 4T Project: -Untitled85 08/28/2014 Prepared By: 03:44PM Service Clearance • \ II . i:3W - '' , ...,..--; ----Jill -1 A100,„,,,, ....,,, coa337 LOCATION DIMENSION CONDITION 48-in(1219 mm) •Unit disconnect is mounted on panel A 38-n(457 mm) •No disconnect,convenience outlet option •Recommended service clearance 12-In(305 mm) •Minimum clearance 42-In(1067 mm) •Surface behind servicer is grounded(e.g.,metal,masonry wag) B 36-In(914 mm) •Surface behind servicer is electrically non-conductive(e.g.,wood.fiberglass) Special •C heck for sources of flue products within 10-ft.of unit fresh air intake hood C 36 in(914 mm) •Side condensate drain Is used 18-In(457 mm) •Minimum clearance 48-in(1219 mm) •No flue discharge accessorymstalled,surface Is combustible material 42-In(1067 mm) •Surface behind servicer is grounded(e.g.,metal,masonry wag,another unit) D 36-In(914 mm) •Surface behind servicer is electrically non-conductive(e.g.,wood,fiberglass) Special •Check for adjacent units or building fresh air intakes within 10-ft.of this unit's flue outlet NOTE:Unit not designed to have overhead obstruction.Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. aroma s.: Packaged Rooftop Builder 1.39k Page 5 of 9 Performance Summary For 4T Pn4oct -unm|ouao 08/28/2014 " Prepared By: 03:44PM Part NWmbeK:48TCDA0 AR| 3EER:. 13.00 Base Unit Dimensions Unit Length. 74.4 in Unit Width- 44.0 in Unit Height. 33.4 in Operating Weight Base Unit Weight' 537 lb Medium Static Option- 10 lb Total Operating Weight- 547 lb Unit Unit Voltage-Phase-Hertz' 460'3'60 Air Discharge' Vertical Fan Drive ' Belt Actual __— _—_—''16VV CFM Site Altitude* o ft Cooling Performance Condenser Entering Air DB- 95o F Evaporator Entering Air os- _---__-- - 80.0 F Evaporator Entering Air VVB' 07.0 F Entering Air Enthalpy. 31.44 BTU/lb Evaporator Leaving Air DB' 60.2 F Evaporator Leaving AirWB: ----_'--_--_-'-_-- - -_ 57.7 F Evaporator Leaving Air Enthalpy........ '-----_----'--'-_' __'_'_--24.aa BTU/lb Gross Cooling Capacity 47.80 MBH Gross Sensible Capacity:�____----'_-_.'--__-----------_'_--_�-' -_-' 34.22 MBH Compressor Power lnput._....... 3.31 kW Coil Bypass Factor -'_--___-__ _-___'_--________' __ 0.246 Heating Performance Heating Airflow: '-'-__-'_—_'---___-__---_'_-__---_' -- '--__'-_--- 16VV CFM Entering Air Temp' 70o F Leaving Air Temp' 104.1 F Gas Input Capacity' 72.0 MBH Gas Heating Capacity: __'-- - 69.00 MBH Temperature Rise. '- 34.1 F Supply Fan External Static Pressure: ____' .75 in wg Fan RPM' 1052 Fan Power 0.90 BHP NOTE: -----_-'---_.'-_-_-__. _----_--'.SelectwdUFNNRPNNRangm:770'1175 Electrical Data Voltage Range: --� �414-506 Compressor#1 R 2 Compressor#1 LRA: 41 Indoor Fan Motor Type' MED Indoor Fan Motor FL4' 2.6 Combustion Fan Motor FL&(ear 0'25 Power Supply MCA- ---_—_' _''__--_- 12 Power Supply MOCP(Fuse orMACR):._-_ __' '-_'-'- -' '_--'_.15 Min Unit Disconnect FLA: _-_---_--_- _ 11 Mm . Unit Disconnect LRA: 52 Electncal Convenience Outlet: -'-_-__'___ None Packaged Rooftop Builder 1.39k Page 6 of 9 4 Performance Summary For 4T Project: -Untitled85 08/28/2014 Prepared By: 03:44PM Outdoor Fan [Qty/FLA(ea)]: _ _-------..._..._......_-----.._.._ _.._..._..._-------- 1 /0.8 • Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels,db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 86.7 87.0 90.9 125 Hz 81.0 78.0 84.6 250 Hz 72.7 64.4 79.5 500 Hz 68.6 62.5 77.9 1000 Hz 65.3 61.8 76.5 2000 Hz 59.6 55.7 71.1 4000 Hz 61.2 51.2 66.9 8000 Hz 56.4 43.8 62.5 A-Weighted 72.3 67.9 81.0 Advanced Acoustics 0 p • • co 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 90.9 84.6 79.5 77.9 76.5 71.1 66.9 62.5 92.4 Lw B 64.7 68.5.70.9 74.7 76.5 72.3 67.9 61.4 80.8 LwA C 58.5 52.2 47.1 45.5 44.1 38.7 34.5 30.1 60.0 Lp D 32.3 36.1 38.5 42.3 44.1 39.9 35.5 29.0 48.4 LpA ' Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A-Weighted Sound Power Levels at Unit's 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 Packaged Rooftop Builder 1.39k Page 7 of 9 V Performance Summary For 4T Project: -Untitled85 08/28/2014 Prepared By: 03:44PM 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 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. Fan Curve tooRRn \ ) . 18 ``∎ - - \ 1s \ \ 314 - 1:03114•1 \� X12 \ N 10 Q_ -7033PM \ (n L 0.50BP • CO co 03 ce ce 12 15 113 21 at Ailcw(CFM-tt asancis) RPM=1052 BH1--0.9OMaxnrnmiRPM=1175 MaxnrnuiiBHP=2.40 Note:Pleasecontact application engineer*forselecrionsoutsidet lteshadedregiotr. SC-SystenrCtuve RP-RatedPoint Packaged Rooftop Builder 1.39k Page 8 of 9 • Unit Feature Sheet for 4T Project: -Untitled85 08/28/2014 Prepared By: 03:44PM Carrier (;) WeatherMaker` — 48TC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS 3.4,5,6.7.5.8.5.10.12.5,15 TONS STANDARD FEATURES INCLUDE: • Puron IR-41QA,HFC ref•.e•e-: 41111111/M_ • ASHRA£80.1 energy -v.E • Serok compressors suit -:e•-r -e c•ask and overload protection Allb • Seg!-stage -:. t•a on 04-12 models . t • 'rMOstagecookngapac:,co•e•o on 08-16 models • SEER'supto 13.0 EERsup to 11.1 and PEERs up to 11 8 • Acuity!'"refrigerant metering system F'^�••*.-...".may - • Exclusive non.conosrve composite condensate pan in iccordanca With ASHRAE Standard 62.*born desgn.side or center drain • • Standard cooing operaton up to 115•F(46•C)and down to 40•F(4 C) • -down to 25'F C,'w+n meter start et. `� 7` • pre-panted exterior panes and pr•nercoeted+tenor panel tested to `•••ear , 500 hoarsest spray protector, • Fully nsuletedabeet • Excluswa IGC sold-state control for oft-board diagnostics with LED ..; ' error cod.d.sçnaton burner control logic and en.rgy saverg indoor '04 n fan motor delay • Low NNL"x models that meet Ca Korn e Air Quality Management Optional Lou eredHailGuardShovn • Induced draft gas heat combustion design • Redundant gas verve*with up to two stages of heating • Low pressure and high• pressure switch protected. • S � � MMNTENANCE FEATURES: • Aowspw eissitn easy handles _ • ig mmillileayJT�te.elf• some on unit access panels sa • Treoitelhdfipssob iaima irliftsendTool-iesshit.'accessdoor 1••� • Betdirea peat eribmonsMaedpeaeycombinatons • Nritleminsi bead fscttating simple safetycacuit troubleshootng and -' 4l boxarrangement WEATHERMAKER SERIES • r —IOC,oi-state control for en-board diagnostics wrth LED tiedtherAlal.er1;48TC:units are one-piece gas heating.electric p ge eton.burner control logic and energy saving indoor cooling units that are pre-wired and charged with Puron (R-410:refrigerant They are factory tested in both heating NSTALftATg11FEATURE& and cooling modes. and rated in accordance with AHRI •Tat,u-trra_bwtotnpreerermycapability Standards 210)240(04-06 sizes:and 340)360i07-16sizes:. • Single porn gas and electric conn•aons .'EeatherMaker units are designed in accordance with UL • Full Demeter base net with bu 4-a rigging adapters and fork slots Standard 1995.and listed by the Underwriters'Laboratories. • Field convertible from vertical tohonznnta laafbw for slob mounting. (16 size models require feed installed supply duct cover) Approved and certd led by_ STANDARD WARRANTY: • 10-year heat excnanger-15-year starless steel option • -year compressor CEEB • 1-ycsrparts srts • 3-year parts on hioveton Condenser coils-where available u..er.a+.D.u.e • Meny optional upgrades a Aso sys sable IV Wet...,Iw,.. C US OPTION SMCLUDE BUT ARE NOT MUTED TO: 1 pPr,r' al • PrerrrcrLnk"•and R 1.CDe-mot,Protocol DDC Controls etinwt viz..•.w • Supply and Return Ar Smo,ce Detectors.high static motors ""r"°""°r•• • Louvered condenser con guards • Economzer.dsconnect and convenence outlet optons • Stemless Steel heat exchanger option • Corrosion resistant coil coating • • Hurrd.AScera adaptive dehunadrhat,on system svaaable on• Certified to ISO 9001 • models with RTPF condenser coils-Motor Master I controller included • Hnged access panels For•complete Ist of optons and accessories refer to the Product Data Catalog for th s unit. Packaged Rooftop Builder 1 39k Page 9 of 9