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Report LENNOX) RECEIVED JAN 2 6 2015 • Product Submittal CITYOFTIGARD Project Information BUILDING DIVISION Project Name: Battig Project Number: 3000469017 Project Location: CLACKAMAS, OR 97015, US Project Altitude: 1000 v 2C/ - 0 a £s0 d Piro» s Customer Information 300 • Company Name: Arjae Sheet Metal Co Inc Company Address: 8545 SE McLoughlin Blvd Company Location: Milwaukie, OR 97222 Contact: Phone: 503-231-7717 Engineering Information Company Name: Company Address: Company Location: Contact: Phone: We are pleased to provide the attached project submittal. If you have any questions or need additional information,please feel free to call our office. Project: 3000469017 Battig Last Changed:DAN A.GIVENS Quote: 4000557656 Battig Prepared On:2015-01-14 Page 1 of 8 Phone:503-231-7717 Lennox Industries Inc. - Product Submittal Table of Contents System ID Qty Model Description 4-TON GAS/ELECTRIC 1 KGA048S4D PKGGE/4 TON/150KB/460-3 • Project: 3000469017 Battig Last Changed:DAN A.GIVENS Quote: 4000557656 Battig Prepared On:2015-01-14 Page 2 of 8 Phone:503-231-7717 Lennox Industries Inc. - Product Submittal System ID: 4-TON GAS/ELECTRIC Package Model: KGA048S4D Description: PKGGE/4 TON/150KB/460-3 'HEATING PERFORMANCE Unit Type Packaged Gas Ype Electric Gas Supply Connection 0.50 (in.) H/E LowInput 113000 (Btuh) H/E Heat Rise 69.4 (°F) H/E LowOutput 90000 (Btuh) AFUE/ThermalEff 80 H/E HighInput 150000 (Btuh) Number of Heating Stages 2 H/E HighOutput 120000 (Btuh) Gas Supply Pressure 7 (in.WC) System HeatOutput 120000 (Btuh) COOLING PERFORMANCE Refrigerant R-410A Number Compressors 1 ARI EER 11.0 Number of Cooling Stages 1 ARI SEER 13.0 Condensate Drain Size 1.00 (in.) ARI Total Power 4400 (W) Cooling OutdoorDB 95.0 (°F) ARI GrossTotalCool 50000 (Btuh) Cooling CondenserDB 95.0 (°F) ARI NetTotalCool 48000 (Btuh) Cooling MixedDB 80.0 (°F) Coil GrossTotalCool 50591 (Btuh) Cooling MixedWB 67.0 (°F) Unit NetTotalCool 50591 (Btuh) Coil DischargeDB 57.9 (°F) Coil GrossSensCool 40243 (Btuh) Coil DischargeWB 57.6 (°F) Unit NetSensCool 40243 (Btuh) Unit DischargeDB 57.9 (°F) Tube/Fin Refrigerant Charge 8 LBS. 10 OZ. Unit DischargeWB 57.6 (°F) Coil MoistureRemoval 9.8 (lb/hr) System MoistRemoval 9.8 (lb/hr) SUPPLY FAN PERFORMANCE Supply AirFlow 1789 (cfm) TotalStaticPress 0.59 (in.WC) ExtStaticPress Supply 0.50 (in.WC) Wet Coil Static Press 0.05 (in.WC) - SupplyFan NomPower 0.50 (hp) Gas WE Static Press 0.04 (in.WC) Supply Fan Type CAV Direct Drive Air Filter Qty 4 SupplyDrive Speed HIGH Air Filter Length 16.0 (in.) Air Filter Width 20.0 (in.) Air Filter Thickness 2.0 (in.) ELECTRICAL Voltage 460V 3Ph SupplyFan FLA 1.5 (amp) Frequency 60 (Hz) CondensingUnit FLA 1.1 (amp) System MCA 11.0 (amp) CondenserFan Power 250 (W) System MOCP 15 (amp) Compressors RLA 6.2 (amp) Cooling FLA Total 8.8 (amp) Unit Oper Range-Nom Voltage +/- 10% DIMENSIONS Cabinet Width 47.0 (in.) Downflow Supply Length 18.0 (in.) Cabinet Length 83.3 (in.) Downflow Supply Width 20.0 (in.) Cabinet Height 36.4 (in.) Downflow Return Length 11.0 (in.) Total Weight 590 (lb) Downflow Return Width 29.0 (in.) SOUND Outdoor Sound Rating 75 (db) Project: 3000469017 Battig Last Changed: DAN A. GIVENS Quote: 4000557656 Battig Prepared On: 2015-01-14 Page 3 of 8 Phone: 503-231-7717 Lennox Industries Inc. - Product Submittal System ID:4-TON GAS/ELECTRIC Package Model:KGA048S4D Description:PKGGE/4 TON/150KB/460-3 SYSTEM FEATURES Durable Outdoor Enamel Paint Finish See Limited Warranty Certificate included with unit for details Scroll Compressor AGA-CGA Certified High Capacity Driers Redundant Comb.Gas Control Valve Separate Compressor and Controls Compartment Electronic Flame Sensor Limited compressor warranty of 5 years Direct Spark Ignition Limited warranty on all other components of 1 year INCLUDED SYSTEM OPTIONS - FACTORY INSTALLED CONSTANT AIR VOLUME DIRECT DRIVE 2 IN MERV4 FILTER INCLUDED SYSTEM OPTIONS - FIELD INSTALLED 53W34 1 C1DAMP11A-1 MANUAL OAD W/HOOD • Project: 3000469017 Battig Last Changed:DAN A.GIVENS Quote: 4000557656 Battig Prepared On:2015-01-14 Page 4 of 8 Phone:503-231-7717 I Lennox Industries Inc. - Product Submittal System ID: 4-TON GAS/ELECTRIC Package Model: KGA048S4D Description: PKGGE/4 TON/150KB/460-3 • DIMENSIONS-INCHES(MM) CORNER WEIGHTS CENTER OF GRAVITY Model AA BB CC DD EE FF No. Base Max. Base Max. Base Max. Base Max. Base Max. Base Max. lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg in. mm in. mm in. min in. mm 024 92 42 113 52 112 51 128 58 180 82 207 94 148 67 183 83 38-1/2 978 40 1016 18 457 18 457 030 92 42 114 52 112 51 129 58 180 82 207 94 149 68 183 83 36-1/2 978 40 1016 18 457 18 457 036 92 42 114 52 112 51 129 59 181 82 208 94 149 68 184 83 38-1/2 978 40 1016 18 457 18 457 048 99 45 123 56 120 55 139 63 193 88 223 102 159 72 197 90 38-1/2 978 40 1016 18 457 18 457 060 104 47 128 58 126 57 145 66 203 92 233 106 167 76 206 94 38-1/2 978 40 1016 18 457 18 457 072 121 55 143 65 147 67 162 74 237 108 261 119 195 89 231 105 38-1/2 978 40 1016 18 457 18 457 090 168 76 195 88 183 83 212 96 227 103 263 119 203 95 241 109_ 47 1194 47 1194 21 533 21 533 Base Unlit-The unit with Banda d heal exchanger NO OPTIONS. Max.Unit-The unit with ALL OPTIONS Installed.(High Input Heat Exchanger.Economizer.etc.) 1438 e m 16-1/4 18 11 (413)(457) A� (279) 1 I BB 7(178) BOTTOM 5(102) tIR ARRN BOTTOM (508) CENTER �(�� SfrfVf (737) SUPPLY/ GRAVITY \m % // 47(1192) OPENING I `I, FF BASE I 25.314(654) 024 llru 072 _ � r 38-314(984)090� f 6��0 (—+—) 1(241) DO {—� CC 2612 BOTTOM —EE �{ (673) CONDENSATE OUTLET BOTTOM POWER ENTRY 3X8(76%203) TOP VIEW(Base) 4s 83-1/4(2115)024 thru 072 -1 �—(1143) 96-1/4(244 5)090 1 og is III I D III 3 a ELECTRIC AL • 8 o FLUE/VENT INLET o e c ms \ /GAS II. CONDENSATE INLET Em riri i OUTLET MBB • �t A (EITHER SIDE) ±1.1— 11 ) d I" i 5-1/2 15 I I±1 IOC = CI ooII"7(l 31/2(89) }0, (140) (381), 1(25) -f— r—� i 001 a7(1192) 1 (6 3) 27 J BASE I LIFTING HOLES (673)��-111 (686) ^1 (For rigging) 85-1/4(2165)024 thru072 BASE END VIEW sa•va(2496)090 BASE SIDE VIEW 11 �/11n�+163r8� _(279)_ �+-- (485) (467) 1 2(51) II1IIII ill I III t 29 2 1 'I I IIII I 1 37) II II III (508). - C -L �O \l I /_c. ..)17 FORKLIFT SLOTS 5.1/2 HORIZONTAL HORIZONTAL 5.1/2 Back• (FBlow'er End)and (140) SO ENINGR ROPEN GR (140) (Without Economizer) BACK VIEW Project: 3000469017 Battig Last Changed:DAN A.GIVENS Quote: 4000557656 Battig Prepared On:2015-01-14 Page 5 of 8 Phone:503-231-7717 Lennox Industries Inc. - Product Submittal System ID:4-TON GAS/ELECTRIC Package Model: KGA048S4D Description: PKGGE/4 TON/I 50KB/460-3 OUTDOOR AIR DAMPER HOOD DETAIL FOR OPTIONAL MANUAL OR MOTORIZED OUTDOOR AIR DAMPERS (Downtlow or Horizontal Applications) 10.11E i "l 11 K 35 ;267r 1111 I 1111 II HCOD DP11ONAL (889)� 4r 11 AIR DAMPERS ET25 H1 I ARID PAPANEL 13-L2 OUTDOOR AIR L1 MP8t OUTDOOR AIR MIIII aloo111111 ' DAMPER HOOD fit"e"ecF SIDE VIEW 35 14 1889) 18-1/2 141 9) -10.1;) Project: 3000469017 Battig Last Changed:DAN A.GIVENS Quote: 4000557656 Battig Prepared On:2015-01-14 Page 6 of 8 Phone:503-231-7717 ,Lennox Industries Inc. - Product Submittal System ID: 4-TON GAS/ELECTRIC Package Model: KGA048S4D Description: PKGGE/4 TON/150KB/460-3 • UNIT CLEARANCES-INCHES(MM) OUTDOOR AR J/J, B —NW MOOD D —� t 1A 1 1 Unit Clearance A B C D Top in. mm in. mm in. mm in. mm Clearance Service Clearance 48 1219 36 914 36 914 36 914 Clearance to Combustibles 36 914 1 25 1 25 1 25 Unobstructed Minimum Operation Clearance 36 914 36 914 36 914 36 914 NOTE-Entire perimeter of unit base requires support when elevated above the mounting surface. 1 Service Clearance-Required for removal of serviceable parts. Clearance to Combustibles-Required clearance to combustible material. Minimum Operation Clearance-Required dearance for proper unit operation. Project: 3000469017 Battig Last Changed: DAN A.GIVENS Quote: 4000557656 Battig Prepared On:2015-01-14 Page 7 of 8 Phone:503-231-7717 Lennox Industries Inc. - Product Submittal • MISCELLANEOUS MATERIALS 20W05 CIACURB30A GCS/CHA/CHP16/20-511/653 TO T Project: 3000469017 Battig Last Changed:DAN A.GIVENS Quote: 4000557656 Battig Prepared On:2015-01-14 Page 8 of 8 Phone:503-231-7717 • • 1msT>ato>s TTLERact4 PER ARM rlah>mn REVISIONS Attn: Tag: 2OWO5 REV. DESCRIPTION DATE APPROVED Approval: 02 LOWERED CURB HEIGHT FROM 20'TO 1' 3/30/07 41111W Ts7 w,a 1 n�2aF- 1 RETURN AIR 33 1 10" 22 15/113' 33 �.� L i '�\ SUPPLY AIR ....„,, .....: I L EXISTING CURB LAYOUT �� ene 301 �� nr / D 11 2117• 20 1/193" 2111• 2 114" III 22�18• RETURN 2151W SUPPLY 3017' ■ - 78 3/4"—- —- —411 e1/• '•I + I I.. 7 .1 r_r IT - 701/2" 1 5 7 CD NOW HUmG. Ern1418 UIe Now UN Tonne,`,LN0 Rob. .m Pop Possum Mop I-2005-'.Ofi0 GCSICHA/CIO 11111MS ENNOX TCLASS A 800 2 �O,s 0.014 0.016 GCS2XCIVA.411m0 10 00Th 0022 0025 S05 030 0045 _ or 008 AMP,.AL> h>n ,•120W05 -CURB SHOWN IS CDI STANDARD CONFIGURATION T1 164.68 .�"% Noun CDI RESERVES THE RIGHT TO CHANGE LAYOUT �Fr� QUOTE#: 1.15'ADDED TO OLD CURB 00 WITHOUT NOTIFICATION.IF CURB IS NEEDED IN A •45(33 Friday,E>hrw708.,'RORI Er/AM 2 MATERIAL 16 pp.GALVANIZED STEEL EXISTRJG SUMS •{!;k® 1TSa0 TYLER ST MY ^"'s' 1sSS 3.GASKET PROVIDED IMTH CURB DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED VEREAxv CHANGES RETURN OPENINGy e.^°' ELK RIVER. 55331 20VV05-1-2005-2060 L 4 INSULATION'.I.1 1/2 LB DENSITY PRIOR TO PLACING AN ORDER. Nr..m'm =�� CDI 17931341.7741 T<P. ,F•X SACK If DRAWING IS ON AS IS ire 1793134 scau 1251 1 r 3 C • W J EXISTING 2x6 SUB-PURLINS AT 2'-0"O.C.,TYPICAL (E)PURLIN (E)PURLIN WII KRJ SISTER 2x6 TO EXISTING NEW HVAC UNIT TO 2x6 SUB-PURLIN BEAR ON NEW OR EXISTING FRAMING ON ALL SIDES (WEIGHT=590#) NEW 4x8 WITH SIMPSON (E)PURLIN cc (E)PURLIN HANGERS PER SECTION, Ui CUT BACK EXISTING SUB-PURLINS AND 5 SECURE WITH SIMPSON 'LUS26'FACE MOUNT 5 HANGER J C)1 ENLARGED FRAMING PLAN S-2 1/4"= 1-0" DR BATTIG DENTAL HVAC 20140760 JAN,2015 PRO, DATE PPER BOONES FERRY RD#300 ANK KMK L M K 15800 U, OR 97224 DRAWN ""�° ENGINEERING + 15800 UENLARGED FRAMING PLAN S-2 3933 SW Kelly Avenue Portland,Oregon 97239 I te1:503.222.4453 I fax:503.248.9263 I vrww.vlmk.com SkEET as WNW HVAC UNIT AND CURB BY OTHERS A a El it izi IM II- la > /////A FRAMING PER PLAN,TYPICAL k \ ////\ SIMPSON'HUS48'FACE MOUNT \\\`\\\ HANGER, TYPICAL Q N.' A EXISTING PURLIN BEYOND,TYPICAL EXISTING GLULAM GIRDER (19 HVAC SUPPORT DETAIL -o" DR BATTIG DENTAL HVAC 20140760 JAN,2015 N ■15800 UPPER BOONES FERRY RD#300 ANK KMK V L M 15800 UPPER OR 97224 DNA,V4 ENGINEERING + DESIGN HVAC SUPPORT DETAIL S-3 3933 SW Kelly Avenue Portland,Oregon 97239 I tel.503.222.4453 I fax:503.248.9263 I WNW.vlmk.wm yE „ UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH (4)#10 x 1/2"TEK SCREWS V SECURE ANCHOR TO CURB . WITH(4)#10 x 1/2"TEK . SCREWS,TYPICAL min ism un iii WOOD NAILER 16 GAUGE STEEL'CANFAB' ' ' i•n OR EQUAL ANCHOR,(4) '..' � UNIT MOUNTING CURB BY UNIT TOTAL, (1)EACH CORNER lUl ON LONG SIDES OF UNIT Iii MANUFACTURER(14"HEIGHT) un : un 'un '••' MINIMUM 2x P.T. LEVEL GALVANIZED SHEET METAL ism ' ' PLATFORM BY CONTRACTOR COUNTER FLASHING °m un un �••' EXISTING ROOF SHEATHING, un iu' ROOFING BY OTHERS IUi REMOVE UNDER UNIT AS REQUIRED IlySECURE 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 1 HVAC CURB DETAIL- NEW UNIT S-4 1 1/2"= 1'-0" II `� DR BATTIG DENTAL HVAC 20140760 JAN,2015 15800 UPPER BOONES FERRY RD#300 ANK KMK V L 11/1 K 15800 UPPER OR 97224 140 CHECKED ENGINEERING + DESIGN HVAC CURB - NEW UNIT S-4 3933 SW Kelly Avenue Portland,Oregon 97239 I Ie1:503.222.4453 I fax:503.248.9263 I www.vlmk.cam ET MO UNIT CASING UNIT BASE AND BASE RAIL SECURE ANCHOR TO UNIT WITH(4)#10 x 1/2" TEK SCREWS • U SECURE ANCHOR TO CURB 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 rk SECURE HVAC UNIT ADAPTER CURB TO EXISTING CURB WITH MINIMUM IF/ (4)#10 x 1/2"TEK SCREWS EACH CORNER AND AT 12"O.C.AT SIDES, ism TYPICAL ism Ism !um UNIT ii MOUNTING CURB mei (APPROX 14"HEIGHT) iul EXISTING ROOF SHEATHING / nn EXISTING ROOFING / ih I•� VERIFY THAT EXISTING CURB IS FASTENED TO v 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 HVAC CURB DETAIL- REPLACED UNIT 1 1/2"= 1'-0" VV DR BATTIG DENTAL HVAC 20140760 JAN,"2015 15800 UPPER BOONES FERRY RD#300 ANK KMK L M K 15800 U, OR 97224 °"""" °"""`° ENGINEERING + DESIGN HVAC CURB - REPLACED UNIT S-5 SW Kelly Avenue Portland,Oregon 9/749 I le1:5032224453 I fax 503.248.9263 I www.1mk.00m s<< �, RECEIVED JAN 2 6 2015 CITY OF TIGARD BUILDING DIVISION DR. BATTIG DENTAL HVAC ADDITION 15800 SW Upper Boones Ferry Road, Suite 300 Tigard, OR 97224 STRUCTURAL CALCULATIONS VLMK Project Number: 20140760 Norwest Contractors 4820 SW Scholls Ferry Road Portland, OR 97225 � RuCTof? ,cskE� PROF£ss< pi�jf"G NfF,Q /,* 1g/ •�'EGON o li <<\ t 3 Z0 P� IlkiViZ 0, Q� 1-22-15 EXPIRES: 6-30-20 15 • V VLMK Prepared By: Amy Kordosky, E.I.T. 1/22/15 ENGINEERING + DESIGN 1 Structural Calculations:Dr.Battig Dental HVAC Addition DC 1 Dr Battig Dental HVAC Addition 15800 Upper Boones Ferry Rd Suite 300 Tigard, OR 97224 VLMK JOB NO. 20140760 STRUCTURAL CALCULATIONS FOR BUILDING PERMIT TABLE OF CONTENTS Design Outline and Criteria DC-1 thru DC-2 Structural Details S-1 thru S-5 Structural Calculations C-1 thru C-10 Reference Documents R-1 thru R-2 DESCRIPTION OF STRUCTURAL SYSTEM The 'Dr. Battig Dental HVAC Addition' project consists of the addition of one HVAC unit and the replacement of one HVAC unit at the above noted building. The units have been designed to resist wind and seismic loads. ***LIMITATIONS*** VLMK Engineering + Design was retained in a limited capacity for this project. The design is based upon information provided by the client, who is solely responsible for the accuracy of the information. No responsibility and/or liability is assumed by, nor is any to be assigned to, VLMK Engineering + Design for items beyond that shown in this Structural Calculation Package. 3933 SW Kelly Avenue Portland,OR 97239 te1:5O3.222.4453 VLMK.COM G4tcad2O14\2O14O16U alculations\2O14O76O DC.docx Structural Calculations:Dr.Bottig Dental HVAC Addition DC-2 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 psf Dead Loads Roof(Panelized) Roofing (new and future) 4.0 psf Insulation 1 .5 psf Sheathing (5/8" plywood) 1.8 psf Sub-purlins (2x6 at 24") 1.2 psf Joists 3.0 psf Girders 1.0 psf Mechanical and Electrical 1.0 psf Miscellaneous 1.5 psf Total Roof Load 15.0 psf Weight of HVAC Unit 590 lb • Weight of curb 165 lb Wind Ultimate Design Wind Speed, Vii, 120 mph Risk Category II Wind Exposure B Internal Pressure Coefficient GOD, = +/-0.18 Seismic Seismic Importance Factor, le 1 .0 Risk Category II Mapped Spectral Response Accelerations S5 = 0.967 S, = 0.419 Site Class D Spectral Response Coefficients Sds = 0.717 Sd1 = 0.442 Seismic Design Category D Analysis Procedure Used Nonstructural Components Component Anchorage Factors ap Rp 1p f2o HVAC Equip 2.5 6.0 1 .0 1 .0 3933 SW Kelly Avenue Portland,OR 97239 te1:503.222.4453 VLMK.COM G:\ cod2014\20140164alculations\20140 760 DC.docz \t,711v.„... , ot, r ► i 11 • cu /,' 1, i • • ‘ 1 - - ./ -,. - _ It AREA OF WORK • f Ups,°er,Booynes Ferry Rd #3(,CP =. ... I' \ ' .,,. r -. ., ", ... . i_ ,, i . . , 44, 4., . .. i IL ■ OM 7 • 'A • ■ p _ . el.,1DR. BATTIG DENTAL w , �� , E s-1 s . , . , „ , (2) NEW 4-TON HVAC UNITS, (1)TO REPLACE EXISTING UNIT(TOP) . AND(1)ADDITION (BOTTOM),AND 'eta.-. �.�•�- -, .... f, BE SUPPORTED ON ALL SIDES -, . : j' WITH NEW OR EXISTING FRAMING • (WT=590 LBS). SEE 1/S-2 FOR e ENLARGED FRAMING. °r a ®■ • r.e f Li i1 -'- • . ; .+ 44 1/4., CO 2 AREA OF WORK �- , S-1 .. ,. r DR BATTIG DENTAL HVAC 20140760 1/2015 MIT 15800 UPPER BOONES FERRY RD#300 ANK KMK V L NI K TIGARD, OR 97224 ENGINEERING + DESIGN AREA OF WORK S-1 3933 SW Kelly Avenue Portland,Oregon 97239 I bI:503.222.4453 I fax:503.248.9263 I www.Nmk.00m aEnw • 1/22/2015 Design Maps Summary Report ��GS Design Maps Summary Report C" - - User-Specified Input Report Title Dr Battig Dental HVAC Thu January 22, 2015 17:12:49 UTC - Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 45.4054°N, 122.7468°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III -SIR}' t r",i1, •' s• I jai _, ot#tr ►1'I;o - `ftttt or iUkI,-':1..I S1 ' { ° '. tI +.J ,,•11 "z ` td . "°rNft�i;1 �' I,f� ,�- F� ,, :, Lake OswOafbfi.Cti ,, ., .:'!''•.:!:ail I I. 'ly` •-• .• ..E '1:F.:11:,',}�, it .'+ 4 �' r: �• r I 1!114 i;'' �., t i :1..,' {I� 4 46: V 7 til, C I S c k t: y U �,." . '1 it.,1. i f• r, .T�j I j i, 7•i :I ...._ .,, . 7 C •,I ... ,. ..p: ;... sal••, ,x , • : ..•• � ' �a,,' pJ ti i4.1 '; ;4,- 4;-i. l Li {.. n .0,;,-, .. < 6-.R T'1 14 titi. �' ° 'I ,:;;,•:,..,:: ; , l uI F alatin 1St iti'• ""I, •ii ti. Iqi. ,i I 'a•ii ! 'i I ii. >': I^•:f'` ' 1{l i;y ..• 8, . 1�,As ,w Q ii�,xn,E.'�:t' A r' I C %l :;01..,C*; .• P-la :,N;, :q..;: ,l,2, 'd:.•`..��, •y 'ti„`�\ 59 Itit� F� 1e1 {. ' .g(� y,P14 r` ,4 (I rtliµ ail .'h, t -:N)! N •>,4r •�:a:,w.;:l.tG�i;,, !'t• ,t i i` j'iii 4y I•;.' ll� t • � U_ { :I. i a.,;Ithll R--F_III:H'IIM�"�1� �Z�,is t 1,00,4! ® QIIISY USGS-Provided Output 55 = 0.967 g SMS = 1.076 g Sos = 0.717 g S1 = 0.419 g SP,1 = 0.663 g Sol = 0.442 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, MCER Response Spectrum Design Response Spectrum 1.10 0.72 0.95 0.64 O.QC 0.56 0,77 0.48 fT 0,66 01 to 0.55 I D.40 0.44 0'32 0.33 0.24 0.22 0.16 0.11 0.08 0,00 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.50 1.80 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 httpJ/ohp4-earthquake.cr,usgs.govldes i gnm apslus/s um mary.php?tem pl ate=minimal&1 ati tude=45.405481ongi lode=-122.7468&s i lecl ass=38ri skcategory=0&edit-.. 1/2 I • VV L M K P,u;e,t: biz.fle .a.Airfet,u 2.a44076o Hy A►.1 K Lille: (yano Sheet it: G_Z ENGINEERING•DESIGN I ice. pri: s . . i ' . . . 2.x , •*0 AV12h i . .10 : .? • • . . e7E*t y. ,. Vb,`6s '. x�y2 ! •: . . I . . :; ce•. . . 7 .. • . ... .c. .itr'.A , .: . . ( - B ' &• . �4!{�6045, pt=4it, G/%)4. 4$0er. . ( 0 .. .. J?- f.'T.. 4)2x6 .: ;Suppei r.. IT. .AIy1TJ... A'L T. . , . . • 9acfG PWR4...Ini:.....; , • : . : I r . . ;, . . (1. pf)(ii). �2 ?pfd - r I .. . i . ;. . - • ... •'.1 . . .:. I. 1 I ; 1 i 4LerAq-;..(0.0'."14 e(y-1 /�J . ... .: .',..$)ci iti.0.7G_414.).tprOlt6_. 4! , ,.. .E.Cala. , Y.042..)*. L2d11.J.K.::i..t: - .I. 1 ._.....,. ..__,.....f. ...__....4....,....._....._. H ry w COND rpoN : i4 24.$ • . .. :: , : : . • .. . ... . .: •..... : • • : i....:... :• • • . :• 1 : : : • : : : :: : : IN : i. .: • . • . • i.: . I r: :• } : •:.: . ..• ••4 . . . . . . . . .: .i. i: ..: .:••••:• ••••••-..: i . ••:. .: • : . • • : : . [ : : :. f . •. it.A•isiG.: • zoi:•24k k.:A..-1.7t;iga 14 : .. . . t).1.1: . 4. i6 PU gi-w , . .t. . .. .der..To ?►JP !�ftC. 1//1/h:.. : , I i 1. :.. { • • - •• • - - : ! • - • - • i• i::::?.• '4 i",:'% „ . .. •. i.. I: .. 1 . . .... .... .. . . ,i. . ,, . . i . . , 1 i . .. , . , . :,, ... . .. . , 1„.\-14,,,,:iii„.:(,,Vi . 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fax: 503.248.9263 www.vlmk.corn C--3 Wood Bea L�p�'�� i File=GMead20t41201407501C7AMIC lfRIAKO7T C6: m fit lF,.... ENERCALC,INC.i983-2015,auBd&154 19,;Vee8.13.1,19 - Lic.# :KW-06002726 Licensee:VLMK CONSULTING ENGINEERS Description: 2x6 Sub PurlIn . CODE REFERENCES .°I Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 900.0 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 900.0 psi Ebend-xx 1,600.0ksi Fc-Pril 1,350.0 psi Eminbend-xx 580.0ksi Wood Species : Douglas Fir- Larch Fc-Perp 625.0 psi Wood Grade :No.2 Fv 180.0 psi Ft 575.0 psi Density 32.210 pcf Beam Bracing Beam is Fully Braced against lateral-torsion buckling Repetitive Member Stress Increase ................. n n} O.05) D � + )5To i * 1♦ * i r1 ranm"791 1.1TF7'1 I,1l it ll 7111'1 1 ;1 1"7 :111.111 l ii .LllAi,illdlitLh6ii.i,L...1..6t..n.... -,u'.- ..,Lli.d,la,tli.,,..,,,,.w..bt,Id...,.,1...I ...,,,.1.11htlatut.Ld&tiiillittuitali i,.,.;uu..tl..,L1.i i!dli�;li,1Uit • • • • • 2-2x6 • Span=BAR .-... ! Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: 0=0.030, S=0.050, Tributary Width=1.0 f Point Load: D=0.1890 k ca 3.910 f1 - Point Load: D=0.480 k A 3.910 ft < 5.0,V, OKAY SIGN SUMMARY .: -,::::: D -.-__- Desi"n N.G. Maximum Bending Stress Ratio a 1.033 1 Maximum Shear Stress Ratio = 0.275 : 1 Section used for this span -2x6 Section used for this span 2-2x6 fb:Actual : 1,250.71 psi fv:Actual = 57.00 psi FB:Allowable a 1,210.95 psi Fv:Allowable = 207.00 psi Load Combination +D+H Load Combination +0+S+-F1 Location of maximum on span = 3.912ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio= 0<360 Max Upward Transient Deflection 0.000 in Ratio• 0 <380 Max Downward Total Deflection 0.298 in Ratio= 322 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load 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 Pb V fv F'v +D+H _ 0.00 0.00 0.00 0.00 Length=8.011 1 1.033 0.252 0.90 1.300 1.00 1.15 1.00 1.00 1.00 1.58 1,250.71 1210.95 0.45 40.81 162.00 +O+S+H 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=8.0 ft 1 1.013 0275 1.15 1.300 1.00 1.15 1.00 1.00 1.00 1.98 1,567.92 1547.33 0.63 57.00 207.00 Overall Maximum Deflections Load Combination Span Max.'"Dell Location in Span Load Combination Max."+"Defl Location in Span . +0+541 1 0.2976 4.000 0.0000 0.000 • C- 4 I II Y k4k 6'1.::1 Yi 17Y 1)a1R 41'114itP 44444444'7.td 1 17•f711:1]t ! 4 . w}�od beam r1,1 I:;l r � 4�"i ' i;""' •iMT '.f}r+ 3 Ifk I f l�,�l'l� pl,rr��1�1 41p �lf�� a 1'i 1; phi i li4A&kF File. GA Aoad2014%201407601C7A4Y0-FT4HAKO TECB• T �.�.d.� k'• °� Y� (�I i a�l:l.,ll l�t t 1 �� ct +•:��:�";�� 'ENERCAL0,;INC:,1903-2015;BuGd:6.15.1.19,Ver.6.15.1,19 ...ii 'El tR,.,{kd�i 71 .9t' t•1 L Lic.#. KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: 2x6 Sub Purlin • Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.662 0.647 Overall MiNimum 0,462 0.447 +D+H 0.462 0.447 +D+S+H 0.662 0,647 G-5 eta B dm Analysis If.'. I :41.11,-911,r El i1,11;41:14t MP HIM 4:1141141 I t 1 I.Prf ltiOr I%1.11i:i Pi;i V. File c G:LActid2014120140760107A0C7F1F4HAKO-T.ED3, ''!1‘1101'1.1111•F::!1.111i1r"rtir, ' ' , ''''' ''1'1'''''''''''''"I'I'I'I l' ' ENERC.ALC,INC.11983-2015BulkLi.15.1.19,'Ver.615.1.19•i . , . ' Lic.1, : KW-06002 7 2 0 Licensee :VLMK CONSULTING ENGINEERS Description: 4x16 Puffin Genera,DOR.-:--r rOPO-a LI G'S! ;,];:!: ''': ;!!;::;:111,:,ii;i:!: :■..,: Elastic Modulus 29,000.0 ksi Span#1 Span Length = 24.420 ft Area 10.0 lin Moment of Inertia = 100.0 inA4 ofelsto.21 * * Ti IV Span=24.420 0 2 1 1 1 . ..,..„, ...... .., ,...,:..:.,... .ip;iv 1.,::!9:: APPlied Load":• .4.41!1,.11.:!•-!!:'11::,,Ii„0,-.-,...-4- Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.120, S=0,20 kit Tributary Width=1.0 f Point Load: D=0.2830 k 0 6.92011 '. DESIGN SUMMARY ,, ,,•.i.:':!:•!.1'..' . ... . Maximum Bending= 24.843 ii-ft Maximum Shear= 1 4.110 ki Load Combination •+S+H Load Combination -i-D-i-S-0-1 Location of maximum on span 11.966ft Location of maximum on span 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.000 in 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 0.929 in 315 Max Upward Total Deflection 0.000 in 0 _ Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax. Ma-Max Mnx MrixlOmega Cb Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 1.95 ft 1 7.42 7.42 4.11 Dsgn.L= 1.95 ft 1 13.62 7.42 13.62 3.48 Dsgn.L= 2.0811 1 18.86 13.62 18.86 2.86 Dsgn.L= 1.95 tl 1 22.25 18.66 22.25 2.20 Dsgn,L= 1.9511 1 24.16 22.25 24.16 1.29 Dsgn.L= 2.0811 1 24.84 24.16 24.84 0.66 Dsgn,L= 1,95 ft 1 24.84 24.23 24.84 0.63 Dsgn.L 2.08 ft 1 24.23 22.24 24.23 1.29 Dsgn.L= 1.95 11 1 22.24 19.10 22.24 1.92 Dsgn.L= 1.95 ft 1 19.10 14.75 19.10 2.54 Dsgn.L= 2.08 ft 1 14.75 8.78 14.75 3.21 Dsgn.L= 1.9511 1 8.78 1.91 8.78 3.83 Dsgn.L= 0.49 ft 1 1.91 1.91 3.99 4-D+H Dsgn.L= 1.9511 1 3.03 3.03 1.67 Dsgn.L= 1.9511 1 5.60 3.03 5.60 1.43 Dsgn.L= 2.08.11 1 7.83 5.60 7.83 1.20 Dsgn.L= 1.9511 1 9.17 7,83 9.17 0.95 Dsgn.L= 1,9511 1 9.79 9.17 9.79 0.43 Dsgn.L= 2.08 ft 1 9.95 9.79 9.95 0.20 Dsgn.L= 1.95 ft 1 9.94 9.61 9.94 0.29 Dsgn.L= 2.0811 1 9.61 8.76 9.61 0.53 • Dsgn.L= 1.95 fl 1 8.76 7.49 8.76 0.77 Dsgn.L= 1.9511 1 7.49 5.76 7.49 1.00 Dsgn.L= 2.08 fl 1 5.76 3.42 5.76 1.25 Dsgn.L= 1.95 ft 1 3.42 0.74 3.42 1.49 • Dsgn.L= 0.49 ft 1 0.74 0.74 1.55 +D+S+H Dsgn.L= 1.95 h 1 7.42 7.42 4,11 Dsgn.L= 1.95 ft 1 13.62 7.42 13.62 3.48 Dsgn.L-7- 2.08 ft 1 18.86 13.62 18.86 2.86 Dsgn.L= 1.95 ft 1 22,25 18,86 22.25 2.20 Dsgn.I= 1.95 ft 1 24.16 22.25 24.16 1.29 i VV L M K prow s?rctiG,gym- lob n: 2,0.ryn�60 BY: AN K vote !//2�g Sheet n: C CH IN!l RING t O!lION -_._..__.____,..._..._.. .,•=...__.._.__._�_ / : •: j ; :.I GRLAV rrY. TNALititr6 Okrr. I • i nNO 25AK. 5:)g G-LB . . •...:.... :..: . . Pte. .. :' , ''fit,► ! wtt*wLL : . ------': �_____-_....- .• . ,,._ _ z(25 p5f)Cl 7. ' ' - ! • • ,1 C: \A1 \ .% t' k•. ,Y`. , 4, ` F . .. . . . .f .cit W . . ornokr. Mry�A,K= 1 .q.C-14 .r ` .'- GrS� SU LT:: CL:Z (Z...AVEqV r lb p a1 ` ti... ' ON1'Ml .:. • : • . . . . .. .1 • 3933 SW Kelly Avenue Portland,OR 97239 tel: 503.222.4453 fox:503.248.9263 www.vlmk.com A Cr.'?• ` !'' l l Genera Beam Ana S., l,,s,,.. WW�iviitiiaft± a mre 1rk ok!..tr Fftibi . ildffri File.G:Vced2ot412t11407901C7A4YC F41AKQTE ,' I.. i , ,:ENERCALC,•INC.19032015,Bdid.6,i5.1.19,Vei6.16.1,19+ Lic.#:KW-06002728 Licensee:VLMK CONSULTING ENGINEERS Description: 25 112 x 5 1/8 GLB Existing • Genoral Beam Properties Elastic Modulus 29,000.0 ksi Span#1 Span Length = 6.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in04 Span#2 Span Length = 40.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in04 Span#3 Span Length = 6.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in"4 0(9304)5(0 0( 0(0 304)0 508) 0)03041$(0500) F • 'i ♦ ♦ ♦ V V stun e.0N X Span=40.ON Span-6.0N i4 • Applied Loads Service loads entered.Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D=0.3040, S=0.5060 k/ft, Tributary Width=1.0 f Load for Span Number 2 Uniform Load: D=0.3040, S=0.5060 k/ft, Tributary Width=1.0 f Load for Span Number 3 Uniform Load: D=0.3040, S=0.5060 k/ft, Tributary Width=1.0 f DESIGN SUMMARY Maximum Bending - 47.394 k-ft Maximum Shear= 16.20 k Load Combination +D+S+f Load Combination +D+S+H Location of maximum on span 20.253ft Location of maximum on span 6.000 ft Span#where maximum occurs Span#2 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.000 in 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 14.635 in 32 Max Upward Total Deflection -6.601 in 20 Maximlim.Forces&Stresses for Load Combirfitthf' Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Max Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Overall MAXirnum Envelope Dsgn.L= 6.00 ft 1 -14.58 14.58 16,20 Dsgn.L= 1.52 ft 2 9.09 -14.58 14.58 16.20 Dsgn.L= 8.10 ft 2 103.79 9.09 103.79 14.97 Dsgn.L= 8.10 ft 2 145.32 103.79 145.32 8.41 Dsgn.L= 8.10 ft 2 147.39 133.69 147.39 4.72 Dsgn.L= 8.10 ft 2 133.69 68.90 133.69 11.28 Dsgn.L= 6.08 ft 2 68.90 -14.58 68.90 16.20 Dsgn.L= 1.97 ft 3 -0.00 -14.58 14.56 4.86 Dsgn.L= 4.03 ft 3 -6.56 6.56 3.26 +D+H Dsgn.L= 6.00 ft 1 -5,47 5.47 6.08 Dsgn,L= 1.52 ft 2 3.41 -5.47 5.47 6.08 Dsgn.L= 8.10 ft 2 38.95 3.41 38.95 5.62 Dsgn.L= 8.10 ft 2 54.54 38.95 54.54 3.16 Dsgn.L= 8.10 ft 2 55.32 50.17 55.32 1.77 • Dsgn.L= 8.10 ft 2 50.17 25.86 50.17 4.23 Dsgn.L= 6.08 ft 2 25.86 -5.47 25.86 6.08 Dsgn.L= 1.97 ft 3 -0.00 -5.47 5.47 1.82 Dsgn.L= 4.03 fl 3 -2.46 2.46 1.22 +D+S+H Dsgn.L= 6.00 ft 1 -14.58 14.58 16.20 Dsgn.L= 1.52 ft 2 9.09 -14.58 14.58 16.20 Dsgn.L= 8.10 ft 2 103.79 9.09 103.79 14.97 Dsgn.L= 8.10 ft 2 145.32 103.79 145.32 8.41 Dsgn.L= 8.10 tt 2 147.39 133.69 147.39 4.72 Dsgn.L= 8.10 ft 2 133.69 68.90 133.69 11.28 . • c.- 1 . , ...i:,;:!,.i:A ,IN.... ilill+,F118 G.I.Acad2014120140760074Y07RF4HAKO-T.EC6 General BearnAnalysis, -..,.;!ii,iiiiit'ENERCAlle:INC,111:18312015,!Buildl8.15.1.:19,Vat:6,15.1.12 ., . „„. .,.. . Lic.if : KW-0600272e Licensee :VLMK CONSULTING ENGINEERS Description: 25 112 x 5 1/8 GLB New . .. . .. . . . . General Beam Properties :!•..i•*,- c.: ' •. 1,,-.:.- ... Elastic Modulus 29,000.0 ksi Span#1 Span Length = 6.0 ft Area= 10.0 in62 Moment of Inertia = 100.0 inA4 Span#2 Span Length = 40.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 in64 Span#3 Span Length = 6.0 ft Area= 10.0 inA2 Moment of Inertia = 100.0 inA4 0(0 304)Sp 5(1.1 DIO 30.7(0 5061 Dia 304)S10 5?13I V • • V • IP ir • • v i DK/pm MO r8) 0(0178) T I Spin•to a X Spin•10.0 It g Span z 5.011 Applied Loads 111.. Service loads entered. Load Factors will be applied for calculations Load for Span Number 1 Uniform Load: D=0.3040, S=0.5060 kilt, Tributary Width=1.0 f Load for Span Number 2 Uniform Load: D=0.3040, S=0.5060 VI, Tributary Width=1.0 f Point Load: 0 0.3780 k(al 4.0 fl Point Load: D=0.3780 k R 20.0 ft Point Load: D=0.3780 k(@.24.0 ft . Load for Span Number 3 Uniform Load: D=0.3040, S=0.5060 MI Tributary Width=1.01 DESIGN SUMMARY ........ Maximum Bending= t 154.935 k-ft I Maximum Shear= 16.880 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 20.253ft Location of maximum on span 6.000 ft Span if where maximum occurs Span if 2 Span if where maximum occurs Span if 1 Maximum Deflection Max Downward Transient Deflection 0.000 in 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 15.322 in 31 [ Max Upward Total Defiedion -6.919 in 20 ......„.,......, „ , Maximum Fotaiii&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax+ Mmax- Ma-Max Mnx Mnx/Omegn Ch Rm Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn.L= 6.00 ft 1 -14,58 14.58 16,88 Dsgn.L= 1.52 ft 2 10.13 -14.58 14.58 16.88 Dsgn.L= 8.10 ft 2 108.21 10.13 108.21 15.65 Dsgn.L= 8.1011 2 152.19 108.21 152.19 8.71 Dsgn.L z 810 ft 2 154.93 140.12 154.93 5.17 Dsgn.L= 8.1011 2 140.12 71.65 140.12 11.73 Dsgn.L= 6.08 ft 2 71.65 -14.58 71.65 16.65 Dsgn.L= 1.97 ft 3 -0.00 -14.58 14.58 4.86 Dsgn.L= 4.03 ft 3 -6.56 6.56 3.26 +D+H Dsgn.L= 6.00 ft 1 -5.47 5.47 6.76 Dsgn.L= 1.52 ft 2 4.45 -5.47 5.47 6.76 Dsgn.L= 8.10 ft 2 43.37 4.45 43.37 6.30 Dsgn.L= 8.10 ft 2 61.41 43.37 61.41 3.46 Dsgn.L= 8.10 ft 2 62.86 56.61 62.86 2.22 . Dsgn.L= 8.10 ft 2 56.61 28.61 56.61 4.69 Dsgn,L= 6.08 ft 2 28.61 -5.47 28.61 6.53 Dsgn.L= 1.97 ft 3 -000 -5.47 5.47 1.82 Dsgn.L= 4.03 ft 3 -2.46 2.46 1.22 +D+S+H Dsgn.L= 6.00 ft 1 -14.58 14.58 16.88 Dsgn.L= 1.52 ft 2 10.13 -14.58 14.58 16.88 Dsgn.L= 8.10 ft 2 108.21 10.13 108.21 15.65 CONSULTING 503.222.4453 Job Dr. Battig Dental HVA1 . E N G I N E E R S 503.248.9263 Job No. 20140760 vlmk @vlmk.com 3933 SW Kell y Avenue • Portland • Oregon 97239-4393 www.vlmk.com Date 1/2015 v2.04 - Software Copyright 2014 VLMK Consulting Engineers. All Rights Reserved. Sheet NO. C-q Wind Loads on Rooftop Structures and Equipment Based on the 2012 International Building Code and ASCE 7-10, 29.5.1 / TYPICAL SCREEN WALL ,---„/.0.`4,', ' / f i �if � Fh� i^• 1...1... Ii •:�` ' H _ -..// TYPICAL MECHANICAL UNIT H O0\9- B Exposure Category [Section 26.7.3] - KZt = 1.00 Topographic Factor [Figure 26.8-1] VULT = 120 mph Ultimate Wind Speed 3-Second Gust, 1.0W [Figures 26.5-1A, B, & C] B = 80.00 ft Horizontal Dimension of Building Measured Normal to the Wind Direction h = 30.00 ft Mean Roof Height of Building (Eave Height if Roof Angle < 101 HEIGHT = 3.10 ft Height of Rooftop Structure or Equipment WIDTH = 6.90 ft Width of Rooftop Structure or Equipment, Perpendicular to Wind DEPTH = 3.90 ft ., Depth of Rooftop Structure or Equipment, Parallel to Wind H = 33.10 ft Height to Top of Structure or Equipment a = 7.0 3-Second Gust-Speed Power Law Exponent [Table 26.9-1] zg = 1200 ft Nominal Height of Atmospheric Boundary Layer [Table 26.9-1] Kh = 0.701 Velocity Pressure Exposure Coefficient [Table 27.3-1] Kd = ; .0.90 Wind Directionality Factor [Table 26.6-1] qh = 0.00256KZKZtKdV2 (1.0W ULTIMATE LEVEL) [Equation 27.3-1] qh = 23.2 psf Velocity Pressure at Ultimate Level [Equation 29.3-1] GCr = 1.9 Horizontal: Force Increase & Gust Factor [Section 29.5.1] GCr = 1.5 Vertical-Uplift: Force Increase & Gust Factor [Section 29.5.1] Ar = 21.4 sf Area of Structure Normal to the Wind Direction (Horizontal face) Ar = 26.9 sf Area of Structure Perpendicular to the Wind Direction (Vertical face) Bh = 2400.0 sf Building Area Normal to the Wind Direction Fh = 9h(GCr)At & F„ = 4h(GCr)Ar [Equation 29.5-2 & 29.5-3] ph = 44.2 psf Horizontal Design Wind Pressure , (1.0W) Pv = 34.9 psf Vertical (Uplift) Design Wind Pressure (1.0W) Fh = 944.7 lb Horizontal Design Wind Force (1.0W) F„ = 938.2 lb Vertical (Uplift) Design Wind Force t (1.0W) T �/( CONSULTING 503.222.4453 Job Dr. Battig Dental HVAC ■ . 1� E N G I N E S R s 503.248.9263 Job No. 20140760 3933 SW Kelly Avenue • Portland • Oregon 97239-4393 vimk @vlmk.com Date 1/2015 www.vlmk.com v2.31-Software Copyright 2014 VLMK Consulting Engineers. All Rights Reserved. Sheet No. C- W2) Mechanical Unit Anchorage Design Based on the 2012 International Building Code and ASCE 7-10 DESIGN INPUT I X Seismic Parameters • 3 4 S - iG Site Class = D Design Site Class -i-c.Ft Y Sos = 0.717,';Ii Design spectral response acceleration Ycg 0 = 1.00,1';'1; Overstrength factor(as required) Ap = 2.5 IT [ASCE7 13.5-1 or 13.6-1] - 0 1 2 • - Rp = 6.0 '`,!i [ASCE7 13.5-1 or 13.6-1] Ip = .1.00 '';: [ASCE7 13.1.3] Xcg z = 30 (ft) Attachment height from base of structure PLAN VIEW h = 30 (ft) Average roof height of structure from base Wind Parameters [ASCE 7-10] PHOP.tz. = 44.2 (psf) Design wind pressure (psf) 1.0W G Pururr =;;,' 34L;9! (psf) Design wind pressure (psf) 1.0W 2:cg Mechanical Unit Parameters Wp = r''!'7.551:!' (lb) Total weight X = 83.3 (in) Base Dimension (max) SIDE VIEW Y = 47.0 (in) Base Dimension (min) Z = 36.4 (in) Height of Unit Zcurb = 14.0 (in) Height of Curb, where occurs Load Combinations: Xcg = 41.7 (in) Center of Gravity DESIGN: (ULTIMATE) Ycg = 23.5 (in) Center of Gravity (0.9-.2SDS)D+ QE 0.90 + 1.0W Zcg •: 24.3 (in) Center of Gravity (excluding curb) ALLOWABLE: (ASD) (0.6-.14SDS)D+ 0.782E 0.60 i 0.6W • ANALYSIS Base Shear: Seismici 0.4a S 11' F1 = P ns r(I+2L)= 271 lbs 51.6.SDy.IPWP = 866 lbs OK Rp/Ip l li Controls _>0.3S„/1,W1, = 162 lbs OK Base Shear, Vu S2E = 271 lbs at SOE = 1.00 Wind: Vuw = 1288.7 lbs at 1.0W Total Base Shear = 1289 lbs. Wind To(4)Anchors/Comers = 773 (asd) Wind Anchor Shear: Seismic: Anchor: dx dx^2 dy dy^2 Design eccentricity = I r'`'' 1 41.65 1734.7 23.5 552.25 ex = 2 ey = 1.175 2 41.65 1734.7 23.5 552.25 Mx-x = 564 in-lbs My-y = 318 in-lbs 3 41.65 1734.7 23.5 552.25 Y Direction X Direction 4 41.65 1734.7 23.5 552.25 V1,3 = 71 lbs V1,2 = 71 lbs 6938.9 2209 V3,4 = 71 lbs V3,4 = 71 lbs V„max = 322 lbs Wind Wind: V1,2,3,4 = 233 lbs = 193 (asd) Wind Each Anchor/Corner Overturning / Uplift: at DE = 1.00 and 1.0W Mot = 10358 lb-In Seismic 0 E Mot = 32474 lb-In Wind 1.0W • Mres-x = 23791.9 lb-in Seismic 0 E Mres-y = 13423.9755 lb-in Seismic 0 E 28301.2 lb-in Wind 1.0W = 15968.25 lb-in Wind 1.0W Net Bolt Tension: X Direction Y Direction Tumax* = 413 lbs wind Tx* = 262 Ty* = 413 lbs = 236 (asd) Wind *negative(-)values Indicate there Is no net uplift Each Anchor/Corner - f • nnox Industries Inc. - Product Submittal ystem ID:4-TON GAS/ELECTRIC Package Model:KGA048S4D Description:PKGGEJ4 TON/150KB/460-3 HEATING PERFORMANCE Unit Type Packaged Gas Electric Gas Supply Connection 0.50 (in.) H/E Lowlnput 113000 (Btuh) I-LIE Heat Rise 69.4 (°F) H/E LowOutput 90000 (13tuh) AFUE/TlretmalEff 80 H/E HighInput 150000 (Btuh) Number of Heating Stages 2 WE HighOutput 120000 (Btuh) Gas Supply Pressure 7 (in.WC) System HcatOulput 120000 (Btuh) COOLING PERFORMANCE Refrigerant R-410A Number Compressors 1 ARI EER 11.0 Number of Cooling Stages 1 ARI SEER 13.0 Condensate Drain Size 1.00 (in.) ARI Total Power 4400 (W) Cooling OutdoorDB 95.0 (°F) ARI GrossTotalCool 50000 (Btuh) Cooling CoudeuserDB 95.0 (°F) ARI NetTotalCool 48000 (Btuh) Cooling MixedWB 80.0 (°F) Coil GrossTotalCool 50591 (Btuh) Cooling MixedWB 67.0 (°F) Unit NetTotalCool 50591 (Btuh) Coil DischargeDB 57.9 (°F) Coil GrossSensCooJ 40243 (Btuh) Coil DischargeWB 57.6 (°F) Unit NetSensCool 40243 (Btuh) Unit DischargeDB 57.9 (°F) Tube/Fin Refrigerant Charge 8 LBS. I0 OZ. Unit DischargeWB 57.6 (°F) Coil MoistnreRemoval 9.8 (!b/hr) System MoistRemoval 9.8 (1b/hr) SUPPLY FAN PERFORMANCE Supply Airflow 1789 (cftn) TotalStaticPress 0.59 (in.WC) ExtStaticPress Supply 0.50 (in.WC) Wet Coil Static Press 0.05 (in.WC) SupplyFan NomPower 0.50 (hp) Gas WE Static Press - Supply Fan Type CAV Direct Drive Air Filter Qty 4( �WC) SupplyDrive Speed HIGH Air Filter Length 16.0 (in.) Air Filter Width 20.0 (in.) Air Filter Thickness 2.0 (in.) ELECTRICAL Voltage 460V 3Ph SupplyFan FLA 1.5 (amp) Frequency 60 (Hz) CondensingUnit FLA 1.] (amp) System MCA 11.0 (amp) CondenserFan Power 250 (W) System MOCP 15 (amp) Compressors RLA 6.2 (amp) Cooling FLA Total 8.8 (amp) Unit Oper Range-Nom Voltage +1-.10% DIMENSIONS Cabinet Width 47.0 (in.) Downflow Supply Length 18.0 (in.) Cabinet Length 83.3 (in.) Downflow Supply Width 20.0 (in.) Cabinet Height 36. (in. Downflow Return Length 11.0 (in.) Total Weight 590 (1b)_11 Downflow Return Width 29.0 (in.) SOUND Outdoor Sound Rating 75 (db) { Protect: 3000469017 Battig Last red On: DAN A.GIVENS Quote: 4000557656 BatUg !'age 3 of 8 • Prepared On:2015-01-14 Phone:503-231-7717 N Pi .../1-774.0„,p-c -1-2._ 6,(47--f-) - r-P-T-1-4 - ( elIaNOEDYO I4LmCm MRM01 TL•.uat RE+61G tl Attn: Tag: 20W05 R-a'• De4;R1F7C44 Uti[ APP!Rr.® Approval: 02 LOWERED CURS KfiG M 170M ar to I2 1130/0' 46 11/16" { 29 M18' 14 NW I•-- • 7RETURNIUR 331 1 15/18' �' L f 1 4� '. \ SUPPLY AIR I 1 I 'i ll \ / EXISTING CURB LAYOUT `,�� - 50 I vier 30 I/16' • 2 IN' '" 26 1/16- 1 �X,la L-- 2,M 1 22 Srir REfURN 26 16" SUPPLY ,(11T I 79 1W- - 1 ■ lam—41 1I1' or { + 1i s- I 7012' J -r--I 57' -I-1--3- . iladdNM.�. 6YSIvUM i*rUm YC.rw 3a5{A. em1 • Pnsnn Dq•}OC11R,of IGJI Nat ILs.vATCU76 a@O.i 55,541 09 CUM�a UM I is (1109 9672 1 a.aS arms 3 nail a9� ...... A 0115? h08 OASMIaruu •......0 a*" -°u 20W05 i CURB SHOWN IS CDI STANDARD CONFIGURATION I6• +Nr Naps. CDi RESERVES THE RIGHT TO CHANGE LAYOUT _ 1 1.S ADDED TO OLD CURB O.D WITHOUT NOIIFICATION.IF CURB IS NEEDED IN A �� "` FrmT,F.an,nr as.20011 �w QUOTE#: 2 kAIER1AL 16 GALYANIc'ED STEEL %+°��' tTaaa'TtL,gl>n IIIN J 3 GASKET PROVIDED av►rrxcuRa DIFFERENT CONFIGURATION GDI MUST BE NOTIFIED VERIFY WRf PoNL-I IRA0 ^�� 4 9 SULATIC61:1'1 la LB DENSITY PRIOR TO PLACING AN ORDER. ,1•1.1_ arssnow CDI "'� :e � �1-2oD5.2oso :FAR UaIL,..�aa owww m ac Al y „•, j R•�15r1.7'+ra :b*itiN- ' . - ' . • •' ' a7anant •r„s 145 1..., 1 •• 1