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HomeMy WebLinkAbout18825 67th Ave Ne_BLD339_2026 (3) BUILDING INSPECTION REPORT — MECHANICAL Permit No. 339 Address: 18825 67th Ave. Contractor: McKinstry Owner: M3 Financial Date: 4/15/2014 ® APPROVAL ❑ PARTIAL APPROVAL ❑ CORRECTION ❑ OTHER APPLIANCE: Oven Exhaust Fans GAS PIPING: ❑ DRIP LEG: ❑ DISCONNECT: ❑ SEISMIC: 3" PAD: ❑ VENTING: ❑ ECONOMIZER: ❑ COMBUSTION AIR: ❑ MAKE-UP AIR: ❑ ACCESS: DRAIN: ❑ DUCTS: SEALED INSULATION MATERIAL: ❑ L&I: N/A SHUT-OFF VALVE: ❑ GUARDS: ❑ Date: 4/15/2014 INSPECTOR: YOUNG • COMMERCIAL MECHANICAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 Phone (360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS AND ALL OTHER INFORMATION OUTLINED IN THE MECHANICAL PERMIT SUBMITTAL REQUIREMENTS, IF APPLICABLE. Type of Permit: 0 New Installation 0 Replacement 0 Alteration Project Valuation: $17,700 Parcel ID# 31051400302700 Project Address: 18825 67th Ave NE Project Replace two roof top exhaust fans serving process oven Description: Owner: Mid Mountain Materials Address: 18825 67th Ave NE City: Arlington State: Wq ZIP: g8223 Contact Person: Jim Thomas Phone: 206-763-4819 Cell Phone: 206-571-8042 Fax Number: 206-762-2624 E-mail: permits@mckinstry.com Address: 5005 3rd Ave S City: Seattle State: WA ZIP: 98134 Contractor Information Contractor: McKinstry Phone: 206-762-3311 Address: 5005 3rd Ave S City: Seattle State: Wq ZIP: 98134 License Number: MCKINCL942DW Expiration: 3-16-2016 Please indicate type of number of appliances: CONDENSING AC (VRF) GAS PIPING UNIT OUTLET HEAT PUMP FURNACE UNIT HEATER (multi-split) HEAT PUMP BOILER PAINT (mini-split) BOOTH Furnace CHILLER DRYER HEAT REJECTION COOLER TYPE I EQUIPMENT HOOD AC (air cooled) TYPE II AST HOOD AC (water cooled) VENTILATION UST SYSTEM AC (evaporator) PACKAGE OTHER 2 UNIT Please Attach Plans and Supporting Documents (PDF Only) 08709 Mechanical Plan Set.pdf; 08709_Mid Mountain—Rooftop Mech Equipment—Stamped Calcs_3-31-14.pdf; MCK, LOU BAILEY HIGH TEMP EF_2.pdf STAFF USE ONLY: Permit Number: Accepted Receipt # By: Date Received: Amount Received: By submission of this form, I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. GENERAL NOTES:FM�A FT SYMBOLS&ABBREVIATIONS G 0 S LEGAL DESCRIPTION t y CCESSORIES GENERAL SYMBOLS GENERALNOTES: SECTION ISURVRFClND PLYGREiE NEWWURK 1. 4ERTYLOCA770NSANDDBU%%IONS OF ALLEQUIPhENI"ANDCOORDEVAIEAIL AFN7905290175 BEING CORR OF SURVS REC U10AFN7703210221&._ ir�str_ _ __JRNOREMW.ISTGRQIE EXS7IND WORK WDRKPRIOR'CO START OF CONSTRUCTION 7803100289&�Y'APTNOFSWI/4SW1/4&EXC WIOFTSDLOTI PORRAV _ D HACKERAFCDAMPER LITIONWORK DENDFIIIONPOINl' 2. OHI'AINAPPROVALOFSIRLCHRtALENGOffiLPRpRT07NSTAIIA710N OF ARLPOERSWDPREC UNDAFN2002 016:{50362&1 ALN7LRhV1UCIlY F r*�4 L- r VOLUNEDNPER CONNEC110NPONC OFPENEIRATR)NSNOTPREVIOFHLYCOORDINATEDORPGRF.EDUPON,LE. I I�� •'' I fe Of 1'iuiBuilding 12x120 FIATOVALDLCC ANCHORBOLTOEPTHS,EIC. PARCELNIIDBElt:310514003027g1 WAlLFIRE DAA-PER SEATTLE: //�� 5005 3RD AVENUE S FLOOR FIRE DAMPER �._.L/ 71EE2IvDSTAT 3. CONY'RETEEQUIPMNCCLIR&S,PIPINGRATSIA1lS,SIJM E4ISINS,AND - - - w .�_ 8 SENSOR HDUSEI�INGPADS ARE SHOWNFORAPPROXMAIELOCATIONAMS12EAM �1r7 PO BOX 24567 WAlLFIRF/SN)KE DAMPER �^^ ARE TO 13EPROV]®BYTHE GENERALCONIRACTOR WHERE PROVIDER REFER t/� - SEATTLE,WA 98124 FLOORFHUEiSWKE DANDER s_.� CPRBONNDNOXIDE TO STRULTURALMFO FORADDITIONALUEFAus. 1-800-669-6223 }--'®ZONE DMPER SENSOR M.IUR®EW,11,ER _ MvvuALWALSWTICH 4. CONVIEMNAwOC)N sSIOrMFORNfiCHAMCALSYSTEvs: .F, - -- - - 12021 NE AIRPORT WAY ® ACCESS DOORS A COMIFTE SYSTEMMMv13SIONING PER WASHN(HDN STATE ExERGYCODE SUITE G PCOUSTICAL.YLINEDDL7CT e-DEIAE.NIJNBER SEcnONC408.1.PROVIDE ACOMv6SIONING PLAN,PREDMNARYANDFINAL _ _ 503-331-0234 R ELEV TRANSITION NGERISETH DROP(D) x -SI-IEEI'NUNBER OONI ESSK)MN'G REPORTS TOTIE?OWNERPER G408.1.1,C408.1.2 AM)CA08.1.3.4. f � �_ PORTIAND,OR 97220 1RAN61710N r - - �•ngtrrrrq rlPr www.mckinstry.com QX REMSIONNIRV�R B 2012WARECWNSPROVIDE ORD DRAWINY'i50FTLODE SECIlVNC408T[ONTO T[TE OWNER(PER .. _ FCEXBLE]A1LT 2012 WASI-EMIDNSTAIE ENERGYCOI7E SECTION C408.1.3.1) ,•' _ � OX GENERALNIO'IE C.PROVIDE TO THE OWNERALLNECESSARYSYSTEMi DOCU41N1A3ION(PER2012 �^ GRILLE/REGISTER/DIFFUSER WASHPUMNSTATEENERCYCOL e SECnONC4os.ls.2) I PROJECT: ® VAV BOX TAG F CEIIING SIJPPLYAIRDETlISER D RAIANCE ALLHVAC SYSTEAS ANDPROMEE TO THE OWNERAWRTHENRALANCING (SFDWNWIIHBIANKOFfJ FLOOR-BOX REPORT(PER2012 WASHNC;TWSTAIEE4ERGYCODESECIRAJ0408.1.33) _ I MID MOUNTAIN CEI11MiRETURN,EXHAUST SCS-09-A —WUIPMENTTAG ORTRANSFERAIRGRILE Opp —PRIMARY CFM E. SYSTEMi/EQUIPMNP/CONIROS FUNCIIONALTESTING SHALL BE PERFORMDIN .' 000 —FAN CFM ACCORDANCE WITH APPROVED PLANS(PER 2012WASHWGTON STATE ENERGY BASIS OF DESIGN El El PERFORa3EDFLOOR THE CODE SECIIONCA08.2.2 AM0408.2.3). PROCESS OVEN Project Name:MID MOUNTAIN PROCESS OVEN EF REPLACEMENT - s GRD TAG � I EQUIPMENTTAG F. PERFORNWCE OFALLNEWBUI DING NECHAMCALSYSTENS WILLCONPLYWHII Site Address:18825 67TH AVE NE,ARLINGTON WA 98223 /�xry CRp�7}g�yMREQUREn"UUSASSEFFORTHINTlIE2012 Mck Job#:8709 �w ,� t r1 F.F3-12 DIWASITUMNSTAIEIIVD2GYCODECHAPIER3-GRERALREQUREMDn. Engineer:mg 0.1 ml-0.11m/ .� - %I _ r --r"� - _ EF REPLACEMENT EQUIP.# CFM EACH Date:April 1,2014 r, FIDOR# SIZE 5. MMMJMVEMRAMNQUANRIIES WELOOM'LYWTIHOREXCEEDTI-E2012 EQUIP.DESIGNATION TYPE CODE IlTHERNATIONALNECHANICALCODIE CODE-BASIS FOR THE PROJECT SOURCE ABBREVIATIONS 6. AL.M7IORS WRLOOM'LYWTIHCHAPTER4 OF TIE 2012 WASHINUMN 1-1 2012 INTERNATIONAL BUILDING CODE,WITH WA AMENDMENTS STATE OF WASHINGTON Pr° , - ACT ADOUSTICALCEILM TILE TO LINEAR DIFFUSER STAIEEPIERGYCODE,FORADDIIIONALDETAIS,SEE EQUIPMENT SCHEDULES 1-2 20121NTE RNATIONAL MECHANICAL CODE,WITH WA AMENDMENTS STATE OF WASHINGTON „ CONTAINED WHI-ENTHIS ERAVXU SEC. �• P AD ACCESS DOOR NOD M7IOROPERATEDIJMPER 1-3 20121NTE RNATIONAL FUEL GAS CODE,Wlhi WA AMENDMENTS STATE OF WASHINGTON AFT ABOVEFAdSIEDFIDOR MBA MARE UP AIR 7. AL,SYSTEASWIILBEMLIAJIEDASPRESCRI6EDING403.2.7A*IDC403.2.80FTHE BUILDING-GENERAL BASIS FOR DESIGN � !\ AFN AIR HAIJIM UNIT IN NEW 2012 WASHIRY1DNSTATEENERGYOUDE FORADECIONALDETAIS,SEE - TOD BACKDRAFFDAVPER NIS NIOTTOSCALE �µDRK,0NDPIPMG SPP.CIFICA710NN1CRICPS CONTAINED WITHIN THIS ITEM# SYSTEM CRITERIA CRITERIA SOURCE HOD BOTI MOFDUC7' GA OVERAIL;OUISELEAIR DRAWMY'SFF. 2-1 BUILDINGTYPE UNCONDITIONED OBSERVED Wk f�. - BOP BOPIOMOFPIPE OID OPPOSEDBLADEDAMPER PROJECT-SPECIFIC BASIS OF DESIGN(SCOPE OF WORK) AREAOFWORK 18825 67TH AVE NE CH' CE"M QTY RaocAY 8. COMETHONOFEECPMENTFPEORMATIONILEOWM ROVTDEDPRIORT'O ITEM# DATE DETAILS CRITERIA SOURCE VICINITY MAP ARLINGTON WA 98223 CFM CIIBICFEEFPERMN171E (R) REI/X.'rYTID CONAECIIONOF F,QIIE'MTICFIAtN6I1EDBY1}IE OWNEROR OIt3EltS. 3-1 March 13,2014 1,000 CFM EXHAUST OWNER COND CONDENSATE RA RETUIWAIR 9. FORM%7[II(xynl.sYS'IEMANIDF.QUmM3.*I'sEISMC RE(gJRiEbIIVIS,REFER70 3-2 March 13,2014 4"NEGATIVE STATIC PRESSURE OWNER CRAC COM'UIERR00MA1RCONIDIIIOMND R1U ROOF 1T)P UNEC STRUMTRAL]INFORMATION(MERE PROVIDED)AND PROJECT SPECIFIC SEISMIC 3-3 March 13,2014 140OF AIRSTREAM OWNER CF ODOLLNGTOWER SA SUPPLYAEL DESIGN INFORMATION SHEETCONTAINEDWITHINTHIS DRAWING SET 3-4 March 13,2014 10%SAFETY FACTOR OWNER REGISTPLATION' DB CRYBUIB SL SOUNIDLINED (E) EXISTING SISM SOUNDLAIF.DSHEE"CMTAL- EAT ENIERMGAELTEM. TO TRANSFERGRILE LOU E,GGGRATE GRILLE TOD TOP OF DUCT EF EXHAISTFAN TOP TOP OF PIPE EXIT EXHAUST OH UNECHEAIER F/SD FIRE,SNDKE DAMPER UND UNLESS NOTEDOTHERWISE FLU FANCOILUNEI VAV VARIABLE AIR VOLUME HVAC Sheetmetal Matrix ORD GRILLE,REGISTER,DIFFUSER VD wIFxE DANPER Dud system SMACNA Pressure& Dimensions Materials Cleanliness and Use Fittings Insulation Seismic(besides Testing requirement TIC HEATING COIL VER VERIFY or Section Seal Classes (Inside,overall) (duct,lining) During Construction (shop built) (indoor,outdoor) normal hangers) (field testing) III HEATING,VENIEAIIONAImAEt Exhaust Duct SMACNA A"pressure Inside clear dimensions Min of.0575"-inch-thick(No.16 Follow basic"level A" Centerline radius or none required SMACNA SHL of B none required CONDITIONING VPD VARIAB EF S EQUENCYDRIVE l5D YARrawSPEEDDRIVE shown.Overall,allow 3" manufacturer's standard grade)steel or min. SMACNA cleanliness mitered 90s with vanes. Approval of TAT IEAVINGAEiTENP. WB METBULB add'I for flanges on reet- of 0450"-in-thick stainless steel guidelines_Do runt use attachments to angular for temporary heat and structure by others ventilation(instead, relieve building through doors,windows) RL'VISICM: —04/01/14 NEC iWCALPERMT FAN SCHEDULE DESCRIPTION UNIQUE TAG# EF-1 EF-2 LOCATION OF FAN ROOFTOP ROOFTOP EF-1 6 EF-2 DRIVE TYPE VFD VFD CONTROL OF FAN I INTERLOCKED WITH OVEN INTERLOCKED WRH OVEN SYSTEM SERVED OVEN OVEN MANUFACTURER MANUFACTURER DATA COOK COOK ROOF (1:12 SLOPE) - MODELNUMBER IMH 70.MHA-HD IMH 7bMHA-HD MOTORIZED I BACKDRAFT DAMPER WA N/A MOTOR DESCRIPTION TEFC TFFC PHYSICAL DIMENSIONS 418"OEXHAUST(E) - LENGTH x WIDTH xHEIGHT(IN.) 27x 20x 23 27x 20x 23 INLET OUTLET DIMENSIONS(IN.) 7/5-7/8 x 6-5/8 7/5-7/8 x 6-5/8 OPERATING WEIGHT(LBS) 361 361 PERFORMANCE NO. DATE DESCRIPTION DESIGN AIRFLOW(CFM) 12W 1200 DESIGN CONDITION 40OF 40OF DESIGN TOTAL STATIC PRESSURE("W.C.) 4 4 NbKENSTRYIXVISION: DESIGN FAN SPEED(RPM) 3609 3609 DESIGN FAN BRAKE HORSEPOWER(BHP) 171 1.71 ENGINEERING ELECTRICAL DATA VOLTAGE/PHASE(Vl10 OR V/3o) 46013 46013 DFSKI EDGY' NdG POWER RATING OF MOTOR PROVIDED(MHA) 2 2 - - BY. LC MOTOR EFFICIENCY 86.5 86.5 "' `" VARIABLE FREQUENCY DRIVE PROVIDED BY MECHANICAL MECHANICAL CHECKED BY NM DISCONNECT PROVIDED BY ELECTRICAL ELECTRICAL CODE REQUIRED ELECTRICAL OUTLET PROVIDED BY ELECTRICAL ELECTRICAL JOBNLIIvffi2. 8709 ACOUSTICAL DATE: 04/01/14 a SOUND POWER AT DESIGN CONDITION(RE 1O-12W)PER ARI 370.2 83 63 OVEN(E) SCAB: AS SHOWN ti FOR 63 Hz BAND(INLET/DISCFiP,RGE/RADIATED,dB): 98 96 FOR 125 Hz BAND(INLET/DISCHARGE I RADIATED,dB): 96 96 SEISMIC FOR 250 Hz BAND(INLET/DISCHARGE I RADIATED,dB): 96 96 ISOLATORS SIT:EET,HHE: cb FOR 5170 Hz BAND(INLET/DISCHARGE I RADIATED,dB): 92 92 FASTEN SLEEPER TO DRAWING INDEX FOR 1000Hz BAND(INLET I DISCHARGE/RADIATED,dB): 90 90 ROOF STRUCTURE SYMBOLS,GENERAL NOTES, $ FOR 2000 Hz BAND(INLET I DISCHARGE I RADIATED,d8): 86 66 (SEE STRUCTURAL s FOR 4000Hz BAND(INLET I DISCHARGE I RADIATED,dB): 81 1 81 DETAIL S1.0) SLEEPER ROOF DWG# SHEET TITLE LEGAL DESCRIPTION,VICINITY FOR 8000 Hz BAND(INLET I DISCHARGE/RADIATED,dB): 74 74 FLOOR NOTES: 4a SYvIB0LS,GEgERAL NOTES,LEGAL MAP, DETAILS&SCHEDULES 1 HIGH TEMP PAINT,HI TEMP GREASE,DRAIN,WEATHER COVER,HEAT SHIELD,SHAFT COOLER,SHAFT GROUNDING MLO DESCRIPTION VICAIl7YM4P,DETAILS& SCHEDULES UTILITY FAN DETAIL EXHAUST FAN SECTION sI�ETNIE�R MI.0 PARTTALROOFPLAN-HVAC M0.0 NO 10sCA1F MOO NDTToscAL SLO STRUCIURALDETAIS MO.O I L� ea N� Chinstry fe Of Your Building SFATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTE.WA 98124 1—BOO-669-6223 PORTLAND: 12021 NE AIRPORT WAY SURE G 503-331-0234 PORTLAND,OR 97220 www.mckinstry.com PROJECT MID MOUNTAIN PROCESS OVEN RTU REPLACEMENT I 60'-0" —j I 18825 67TH AVE NE ARLINGTON WA 98223 18"H LF-I REGLSTRAIION I I APROX.90'-0" TO PROPERTY LINE 60'-0" o �I REVISIONS: 18"0 04/01/14 NECHAMCALPERMT I — I — 4 I — I — 75'0" ----? ND. DATE DESCRIPTION I ROOF LINE IvMI NSTRYDMSION ENGINEERING OESUG EDBY: NU DRAWN BY: LC i CHE=BY: NM JOBN[1iVEEB: 8709 Ei] PARTIAL ROOF PLAN - HVAC DATE: 04/01/14 M2.0 SCALE:1/4"=1'-0" SCALE: AS SHOWN SI-EETTITIE: PARTIAL ROOF PLAN-HVAC s SHEET NUN BER: M2.0 41L�y ea N� GENERAL NOTES: 1.ALL MATERIALS,WORKMANSHIP,DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE(IBC),2009 EDITION. THE EXISTING STRUCTURE HAS NOT BEEN EVALUATED OR STRENGTHENED TO CONFORM WITH CURRENT SEISMIC &jinstry CODE REQUIREMENTS AND IS NOT WITHIN THE SCOPE OF THIS PROJECT. A DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS INDICATED,USE SIMILAR DETAIL. THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION,THE CONTRACTOR SHALL PROVIDE MEASURES FffAl NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.SUCH MEASURES SUCH MEASURES INCLUDE, F NEW MECH UNR P JTSE CeoN/✓ I I F fe Of Your Building BUT MAY NOT BE LIMITED TO:BRACING,SHORING AND SEQUENCINGTO MAINTAIN STABILITY DURING CONSTRUCTION. I MAX YJT•600p S/L2 SIL-3 INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT (el.)P T•Of (N)ej-S/MPicW JI3S N%8 SU (N)5/MPSOA/ 'Le-fPS oN FA 5/AS (p° SEATTLE. KNOWLEDGE BUTENGINEER RECOCERTARD. Y 0 00NTRACTOACCURACY.R SHALLDEVIATE AEFROMTLL ECONTRACTDANY DISCREPANCY (NOtE3 Of SGX�i PR 2t.er'yP) 5005 3RD AVENUE S OWNER AND ENGINEER OF RECORD.THE CONTRACTOR SHALL NOT DEVIATE FROM THE CONTRACT DOCUMENTS ) h/6-2 yP7.rP I /As.q2L eK f0 e- %`^Ir`I PO BOX 24567 WITHOUT WRITTEN DIRECTION FROM THE ENGINEER. (,� Srt. rVIAYn Fi 11T E/F�i A/7J HfL/lee SEATTLE,WA 98124 cF 54-2EPK¢,n,r p 1-800-669-6223 2.DESIGN CRITERIA: ��)8'� IA'LLI7J (E)Ar[.QpDF RS CODES:IBC2009ANDASCE7-10 5/ X p - �1C�fS5h�Y PORTLAND'. LOADING.SELF WEIGHT OF MECHANICAL EQUIPMENT MAX WT:600 LES _ I 12021 NE AIRPORT WAY WIND:V3S=110 MPH,EXPOSURE:C,IW=1.0 II E�.STt FYULrAE SURE D SEISMIC:SOS=0,76.IE=1.0 LA MAf('L. - - — — — 503-331-0234 SNOW:26 PSF LIVE:20 PSF (A7)$X71-9� ,A� t(Y X 7A7�0//M/N 1 PORND,OR 97220 3.SAWN (`> LUMBER: i1, NEW MECH UNIT SAWN LUMBER SHALL CONFORM TO"GRADING AND DRESSING RULES,WEST COAST LUMBER INFECTION BUREAU(WCLIB), 1 T FM1JY'MF I r MA%4V1-600a www.mckinstry.com LATEST EDITION OR THE WESTERN WOOD PRODUCTS ASSOCIATION(W W PA).EACH PIECE SHALL BEAR THE GRADE STAMP (M •— AND THE APPROVED GRADING AGENCY,EXCEPT EXPOSED LUMBER SHALL SHOW NO MARKINGS WHICH WILL BE VISIBLE DF LIX9 AFTER INSTALLATION. SLW- �wir,],, N (N)pr DF vx S PROIPROJECTl�Cl S G2•wIQ 5LE/��f2 PKYc THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES TYP UNO: H H PvBLL/N 5�-� ITEM MINIM (r)S"Z UM GRADE COMMENTS -f/SO�D'� BEAMS AND STRINGERS N0.1 Fb=12DO PSI fh AooF f�Z7p>�p MID MOUNTAIN CNA71AIJ& A-rLO&MvN F ING HARDWARE SHALL BE"SIMPSON STRONG-TIE"OR APPROVED EQUAL TYP ONO.INSTALL NAILS IN ALL ROUND AND PUN PK2 '44AV TRIANGLE HOLES WITH NAILS PER THE MANUFACTURES INSTRUCTION.CONNECTORS OTHER THAN SIMPSON STRONG-TIE PROCESS OVEN SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO INSTALLATION. NOTES: BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI BI8.2.1.ALL BOLTS THRU WOOD SHALL HAVE STANDARD CUT L)N)DENOTE' 'NEW',(E)DENOTES EXISTING'. WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED.BOLT HOLES SHALL BE BOREDIREEMED TO 1/16'MAX Z.DENOTESAHOLD DOWN CONN ECTION,SEE SK-2 FOR ADDITIONAL INFO. CONN SKETCH LARGER THAN THE BOLT DIAMETER,TYP UNO.ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, 3.ALL WOOD TO BE PRESSURE TREATED DOUG-FIR LARCH a1 TYP UNO;EXTEND SLEEPERS BEYOND CENTER LINE E F REPLACEMENT PLYWOOD,ETC. OF UNDERLYING Z PURLIN. NOTES: FRAMING PROVIDE MALLEABLE IRON WASHERS UNDER EXPOSED EXTERIOR BOLT HEADS AND NUTS.MALLEABLE WASHERS TO 4.INSTALL ADDED FRAMING UNDER EXISTING ROOF DECK,SEE SK4 FOR LAYOUT AANO CONNECTION INFO. I. (N)DENOTES'NEW',(E)DENOTES'EXISTING'. HAVE A DIAMETER OF 4 X BOLT DIA AND MINIMUM THICKNESS EXCEEDING 112 THE BOLT DIA. S.EXISTING ROOFING MATERIAL NOT SHOWN FOR CLARITY,REMOVE ROOFING AND PATCH BACK 2.AT CONTRACTOR'S OPTION,IN UEU OF INSTALLING(4)SIMPSON A35 CLIPS PER SLEEPER,INSTALL(6)-L2%2%10 GA CLIPS WITH ADHESIVES USED FOR FIELD GOLFING SHALL CONFORM TO APA PERFORMANCE SPECIFICATION AEG-01. AS NECESSARY. 'GI NAILS PER ANGLE)TYP). 6.SEE GENERAL NOTES FOR ADDITIONAL INFO, 3.SEE GENERAL NOTES AND SK-1 FOR ADDED INFO AT ADDED FRAMING AND CONNECTION INFO. 4.STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING TYP ONO. HOLLOW STRUCTURAL SECTIONS(HSS),GRADE:ASTM MOO,FY=40 KSI;PLATES AND OTHER,GRADE:ASTM ME,FY=36 KSI. STRUCTURAL BOLTS SHALL BE A307 MINIMUM GRADE. YCS.f GWA �v4� H. 5.MISCELLANEOUS: EOY � O �h REFER TO ARCHITECTURAL,MECHANICAL,ELECTRICAL,CIVIL,OR OTHER DRAWINGS FOR DIMENSIONS NOT SHOWN, �q /e 18825 67TH AVE NE INCLUDING INFORMATION SUCH AS:SIZE AND LOCATION OF CURBS,EQUIPMENT HOUSEKEEPING PADS,WALL AND FLOOR OPENINGS,BLOCKOUT3,FLOOR DEPRESSIONS,SUMPS,DRAINS,ANCHOR BOLTS,EMBEDDED ITEMS,ETC. a- CONTRACTORSHALLCOORDINATEDIMENSIONSANDRESOLVEDISCREPANCIESORCONFLICTSPRIORTO 9 42011to y� 4.,( 'R'^ R ARLINGTON WA 98223 CONSTRUCTION. BT¢r�0�. /ONALE�O �fONAL1+� REGIS IRATION: RXPTRRS: 9-513-14 EXPIRES: 9-23-14 PROJECT: MID MOUNTAIN MATERIAL Job No: a709 PROJECT: MID MOUNTAIN MATERIALS Job No: 8]09 PROJECT: MID MOUNTAIN MATERIALS "l*lNo, llll _ROOFTOP MECHANICAL EQUIPMENT Drown B: ROOFTOP MECHANICAL EQUIPMENTB SK- 1 ROOFTOP MECHANICAL EQUIPMENTSK 2 YGENERALY NOTES PARTIAL PLAN DRAWING Dete: 3/31I2014 CONNECTION SKETCH REVISIONS: — 04/01/14 NE,CHAMCALPERMT CN��fiA/ fi/✓lT — — /�T — y)LaGf}7)ONS M11J' �N)Cif Ul CN�PT Df f1N8 5(f12 � — 5Yf2/P — LN)/2oDrNG rrK sr�-z — N). DATE DESCRIPTION MLI9NSTRYDIVTSI0N: ENGINEERING C"oGR7'toA/ w/71f 611 n,�/A/Ga2CIN� DEsx;nEDBY MG ]DRAMBY., LC CHECKEDBY: NM JOHNLmIER: 8709 DATE: 04/01/14 E°OOpw.�@ CONNECTION DETAIL SCALE: AS SHOWN tieoY q4$ W 2t NOTES: y r s5 1.SEE SK-1 AND SK-2 FOR ADDITIONAL INFO. SHEET TTILE: `' Qa STRUCTURAL DETAILS S%ONAt� s EXPIRES: 9-23-14 SHEET NUMBER: y PROJECT: MID MOUNTAIN MATERIALS Job No: 9709 f �nStry ROOFTOP MECHANICAL EQUIPMENT Drewn B a.I. S 1 .0 ,,.o/ro..senel•v Ra/Dw 8 CONNECTION DETAIL De: 3I31I2014 99$ 2� �y ea N� `0 , MARK: EF COOK 'I PROJECT: MCK, LOU BAILEY HIGH TEMP EF MR IN AIR DATE: 3/12/2014 Wo IMH Industrial Material Handler Arrangement 9 Clockwise Upblast N AA �{ B ID P Dia.-W places A ID � I U —inlet � 1 S JL outlet— -- T C H Fi- S — OD as �1. rI j --- --- — —Q7 — T R - ----I D � K�o— K � L2 � E � EIo— I� � E E G� .� Dimensions ffP s A 6-5/8 10-9/16 Performance B 5-7/8 9/16 Catalog Flow SP Fan Power C 7 Q - Qty Number (CFM) (inwc) RPM (HP) FEG D 14-1/4 R 14-7/8 1 70-MHA-HD 1200 4.00 3609 1.71 67 E 9-11/16 S 4-1/4 Altitude (ft): 400 Temperature (F): 400 F 21-1/16 T SD 1-3/16 Motor Information G 26-1/4 T HD 1-7/16 HP RPM Volts/Ph/Hz Enclosure Mounted H 22-9/16 U 6-3/16 2 3450 460/3/60 TEFC -PE Yes 4 W 6 NEMA Premium®efficiency motor per MG-1 (2011)Table 12-12 K 1 9-3/16 AA 1 8-13/16 Fan Information NOTE:Accessories may affect dimensions shown. Shipping Weight(lbs)* 361 Rotation Discharge Access *Based on single speed ODP motor. ***Includes fan,motor&accessories. CW Upblast 3:00 Sound Data Inlet Sound Power by Octave Band Fan Curve 10.00 3.00 1 2 3 4 5 6 7 8 LwA dBA 98 96 96 92 90 86 81 74 95 83 Accessories: 8.00 2.40 Premium Efficiency Motor(Min.86.5%) DRIVES(1.5 SF)@ 3609 RPM HIGH TEMP PAINT DRAIN v 6.00 1.80 0 WEATHER COVER 3 HI TEMP GREASE c M HEAT SHIELD SHAFT COOLER a Notes: U) 4.00 � 1.20 � Heavy Duty Construction Drive Loss(AF)=7% 2.00 .600 Fan Curve Legend CFM vs SP 0.00 0.00 CFM vs HP 0 400 800 1200 1600 2000 Point of Operation O Flow(CFM) System Curve ------------- v6.4.64.12454 M:\Cookware\Jobs\KurtF\ Page 1 of 1 try ife Of Your Building Structural Calculation Report: SEISMIC AND WIND ATTACHMENT CONNECTION FOR ROOFTOP MECHANICAL EQUIPMENT Project: Mid-Mountain Materials 188225 67th Ave NE Arlington, WA 98223 McKinstry Project: 08709 Date: 3-31-14 ti,IV GwV 42011 � T - rSSIONAL�•�G• - Expires: 9-23-2014 5005 3rd Avenue South • Seattle, WA 98134 • 206.762.3311 • FAX 206.762.2624 California • Colorado • Idaho • Kansas • Minnesota • Montana • Oregon • Texas • Washington • Wisconsin 0"..0/Your yulltliny Page 2 Seismic and Wind Attachment Connection for Rooftop Mechanical Equipment Project: Mid-Mountain Materials Arlington, WA Date: 3-31-14 Location: Roof Level (h- 25'), Southeast Corner BASIS OF DESIGN The scope of this structural design packet is limited to the seismic/wind connections associated with the proposed mechanical unit to be installed at the roof level at the Southeast corner. The mechanical equipment will be supported by pressure treated wood sleepers. The wood sleepers will be designed to span between existing Z purlin roof-framing and positively attached to the existing framing. Added supplemental framing will be installed under the roof deck for the unit located at mid-span of the purlins. The added framing will be screw connected to the adjacent Z purling and the combined section will be confirmed for the revised loading. The existing building is a single-story metal building. The primary gravity and lateral system consists of structural steel gable frames at approximately 28' on center. At the roof level, the frames are braces with threaded rod diagonal bracing. The roof framing consists of 8"Z purlin framing, distributed at approximately 5' on center, spanning between frames. Equipment base shear and overturning moments with respect to seismic and wind forces will be determined per ASCE 7-10 design criteria. Mechanical Equipment: Tag EF Manufacturer: Cook IMH (70-MHA-HD) L x W x H: 26.25 x 18 x 23 Wt= 361 # + 200# Misc, Use 600# Max for Design Loading Existing drawings were not available; the dimensions noted are approximate and will need to be field coordinated during construction. REFERENCES • International Building Code—IBC 2009 including Amendments • Minimum Design Loads for Buildings and Other Structures, ASCE Standard —SEI/ASCE 7-10 • Building Code Requirements for Structural Concrete and Commentary—ACI 318-2008 • Steel Construction Manual, American Institute of Steel Construction, 14t" edition 5005 3rd Avenue South ■ Seattle,WA 98134 ■ 206.762.3311 ■ FAX 206.762.2624 Colorado ■ California • Idaho ■ Kansas ■ Minnesota ■ Montana ■ Oregon ■ Texas ■Washington ■Wisconsin 0"..0/Your yulltliny Page 3 MATERIALS STEEL Item: Standard & Strength: W Shapes ASTM A992, Fy=50 ksi Material called-out on drawings ASTM A36, Fy=36 ksi LOADING CRITERIA GRAVITY LOADS Unit: Load: Dead Load Self Weight Live Load 25 psf(Snow) WIND LOADS Description: Value: V3sec= 110 mph, Exp: `C' Importance Factor Iw= 1.0 SEISMIC LOADS Description: Value: Fp = 0.4 *[(ap*Wp)*(1+2*z/h)]/(Rp/Ip) (see calc) Importance Factor I = 1.0 LOAD COMBINATIONS Service Level: Load Combo: LC1 D + L LC2 D + .75L + .75(.6W or 0.7E) + .75S LC3 .6D +/-.6W LC4 .6D +/- .7E Strength Level: Load Combo: U1 1.4D U3 1.2D + 1.6(Lr or S) + (L or .5W) U5 1.2D +1.OE U6 .9D +/- 1.OW U7 .9D +/- 1.0E 5005 3rd Avenue South ■ Seattle,WA 98134 ■ 206.762.3311 ■ FAX 206.762.2624 Colorado ■ California ■ Idaho ■ Kansas ■ Minnesota ■ Montana ■ Oregon ■ Texas ■Washington ■Wisconsin GENERAL NOTES: 1. ALL MATERIALS,WORKMANSHIP,DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC),2009 EDITION. THE EXISTING STRUCTURE HAS NOT BEEN EVALUATED OR STRENGTHENED TO CONFORM WITH CURRENT SEISMIC CODE REQUIREMENTS AND IS NOT WITHIN THE SCOPE OF THIS PROJECT. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS INDICATED,USE SIMILAR DETAIL. THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION.THE CONTRACTOR SHALL PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.SUCH MEASURES SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO:BRACING,SHORING AND SEQUENCINGTO MAINTAIN STABILITY DURING CONSTRUCTION. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE BUT WITHOUT CERTAINTY OF ACCURACY. CONTRACTOR SHALL REPORT ANY DISCREPANCY TO THE OWNER AND ENGINEER OF RECORD. THE CONTRACTOR SHALL NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE ENGINEER. 2. DESIGN CRITERIA: CODES: IBC 2009 AND ASCE 7-10 LOADING: SELF WEIGHT OF MECHANICAL EQUIPMENT MAX WT: 600 LBS WIND: V3S=110 MPH,EXPOSURE:C,IW=1.0 SEISMIC: SDS=0.76,IE=1.0 SNOW: 25 PSF LIVE: 20 PSF 3. SAWN LUMBER: SAWN LUMBER SHALL CONFORM TO"GRADING AND DRESSING RULES,WEST COAST LUMBER INFECTION BUREAU(WCLIB), LATEST EDITION OR THE WESTERN WOOD PRODUCTS ASSOCIATION(WWPA).EACH PIECE SHALL BEAR THE GRADE STAMP AND THE APPROVED GRADING AGENCY,EXCEPT EXPOSED LUMBER SHALL SHOW NO MARKINGS WHICH WILL BE VISIBLE AFTER INSTALLATION. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES TYP UNO: ITEM MINIMUM GRADE COMMENTS BEAMS AND STRINGERS NO.1 (Fb=1200 PSI) FRAMING HARDWARE SHALL BE"SIMPSON STRONG-TIE"OR APPROVED EQUAL TYP LINO.INSTALL NAILS IN ALL ROUND AND TRIANGLE HOLES WITH NAILS PER THE MANUFACTURES INSTRUCTION.CONNECTORS OTHER THAN SIMPSON STRONG-TIE SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO INSTALLATION. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI B18.2.1. ALL BOLTS THRU WOOD SHALL HAVE STANDARD CUT WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE BORED/REEMED TO 1/16"MAX LARGER THAN THE BOLT DIAMETER,TYP LINO. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD,ETC. PROVIDE MALLEABLE IRON WASHERS UNDER EXPOSED EXTERIOR BOLT HEADS AND NUTS. MALLEABLE WASHERS TO HAVE A DIAMETER OF 4 X BOLT DIA AND MINIMUM THICKNESS EXCEEDING 1/2 THE BOLT DIA. ADHESIVES USED FOR FIELD GLUEING SHALL CONFORM TO APA PERFORMANCE SPECIFICATION AFG-01. 4. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING TYP UNO. HOLLOW STRUCTURAL SECTIONS(HSS),GRADE:ASTM A500,FY=46 KSI;PLATES AND OTHER,GRADE:ASTM A36,FY=36 KSI. STRUCTURAL BOLTS SHALL BE A307 MINIMUM GRADE. 5. MISCELLANEOUS: REFER TO ARCHITECTURAL,MECHANICAL,ELECTRICAL,CIVIL,OR OTHER DRAWINGS FOR DIMENSIONS NOT SHOWN, INCLUDING INFORMATION SUCH AS:SIZE AND LOCATION OF CURBS,EQUIPMENT HOUSEKEEPING PADS,WALL AND FLOOR OPENINGS,BLOCKOUTS,FLOOR DEPRESSIONS,SUMPS,DRAINS,ANCHOR BOLTS,EMBEDDED ITEMS,ETC. CONTRACTOR SHALL COORDINATE DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION. PROJECT: MID MOUNTAIN MATERIAL Job No: 8709 ROOFTOP MECHANICAL EQUIPMENT Drawn By: PNg �nstry Scale: nts GENERAL NOTES ile Of Your Building Ref Dwg: Date: 3/31/2014 V- NEW MECH UNIT MAX WT=600# 00, �x8 sl c� S t� SrL F✓i/�Vvl>'� n f= StL FVII rM V -- 2 / (A/)F�o7 9� y� -- �zl (R'` X ZDZ�r1M/N _ (NOTE ly z) NEW MECH UNIT �� MAX WT=600# (F) �tL �YL/YW1g �^I CND P:f� � D IF N H f� L PLAN NOTES: 1.(N)DENOTES'NEW',(E)DENOTES'EXISTING% 2.DENOTES A HOLD DOWN CONNECTION,SEE SK-2 FOR ADDITIONAL INFO. 3.ALL WOOD TO BE PRESSURE TREATED DOUG-FIR LARCH#1 TYP UNO;EXTEND SLEEPERS BEYOND CENTER LINE OF UNDERLYING Z PURLIN. 4.INSTALL ADDED FRAMING UNDER EXISTING ROOF DECK,SEE SK-4 FOR LAYOUT AAND CONNECTION INFO. 5.EXISTING ROOFING MATERIAL NOT SHOWN FOR CLARITY,REMOVE ROOFING AND PATCH BACK AS NECESSARY. 6.SEE GENERAL NOTES FOR ADDITIONAL INFO. .,,F Goonw. NV O-VWASr 'N V\.9/ 42011�, cy� SSIONALti�G� EXPI RES: 9- 23- 14 PROJECT: MID MOUNTAIN MATERIALS Job No: 8709 SK- I ��� ROOFTOP MECHANICAL EQUIPMENT Drawn By: jwg Scale: nts Ref Dwg: eft Of Your Bmildiog PARTIAL PLAN DRAWING Date: 3/31/2014 r04- FAN � I 6ASE eon/Al I Sirs Sv--3 gyp,) 3_S�MPScW 43S I e"Al) S//►9 P5 ?A/ 5/n/F I' ,OM-2 �ft+p I bF 5644pe,L /T'(P) /IVS d'LL s� /D � 11"7'E/t fib M1L /Q . �E) 'e-or RS �c�ss�y PT PF vX 8 54z 5prrc /If oz- C ) 5e—I CNA�vN¢L A-r 1-06t n vl✓ P�� PGirl✓ CONN SKETCH NOTES: 1.(N)DENOTES'NEW',(E)DENOTES'EXISTING% 2.AT CONTRACTOR'S OPTION,IN LIEU OF INSTALLING(4)SIMPSON A35 CLIPS PER SLEEPER,INSTALL(6)-L2X2X10 GA CLIPS WITH (6)-10d NAILS PER ANGLE(TYP). 3.SEE GENERAL NOTES AND SK-1 FOR ADDED INFO AT ADDED FRAMING AND CONNECTION INFO. ;F GOOpW. wnsy�Hc �t z A�42011 `11 'u/STE- `? s'sfONAI-FAG EXPIRES : 9-23-14 PROJECT: MID MOUNTAIN MATERIALS Job No: 8709 SK- 2 ROOFTOP MECHANICAL EQUIPMENT Drawn By: jwg Scale: nts Ife 0/Yorr Balld/ng Ref Dwg: CONNECTION SKETCH Date: 3/31/2014 (NJ �rr�v v�jr �)G�G�'no►✓5 M 1N' I �N)CrtM� LN� PT D� �IX3 57-2/t C 1v 2WTinNG � Gov ) s i�F�5 /t-3 S Cta l0s Sle - Z n�/avFd•2C�N� IDS 2r�gyp'n of GOOpp,, CONNECTION DETAIL I-1p4 WASqqVC NOTES: L y 1.SEE SK-1 AND SK-2 FOR ADDITIONAL INFO. ✓r, q�42011.a, sr�ONA 1.F�Ci EXPIRES : 9-23-14 PROJECT: MID MOUNTAIN MATERIALS Job No: 9709 SK- 3 try ROOFTOP MECHANICAL EQUIPMENT Drawn By: A Scale: nts lie Of Your Building Ref Dwg: CONNECTION DETAIL Date: 3/31/2014 � —�N m�'r1 uh✓1T I r� �E � �f�✓rL/anl 1 � 11v) °ooT2oo-i o2 t &xX x3/rb (uv) C C on.tnir-r.-ra K.� OPTL'�iv ELEVATION AT ADDED FRAMING L-1'i I _of �oobw. Ir ?"'Ov wnsrpNc x � I SS�ONAI.ENG /N) TZa)-OJ all- "XYX 3/r6 (av) EXPIRES : 9-23-14 (N) 2-/Z of '01r $ oC S�/lZ(srlacD� fn.weol£�y) :C�u-5 Min/ �T SECTION A NOTES: 1.IF L6X4 IS INSTALLED IN LIEU OF 800T(CHANNEL),PROVIDE 5/16"DIA SHOP DRILLED HOLES AT SPACING PER SECTION A PROJECT: MID MOUNTAIN MATERIALS Job No: 8709 SK- 4 ROOFTOP MECHANICAL EQUIPMENT Drawn By: jwg try Scale: nts Ref Dwg: ato Of Your Bmildisy CONNECTION DETAIL Date: 3/31/2014 PRUJELT N- l w( I\J tryMLE F�� �� PYvA K,ti,T- e 01 Your Building CHL g �/� BY SCALE N JOB # � 800,669.6223 :•fww.mckimsny.Corn DATE 2f Z _ y REF. DWG SHEET 1/ v (D S�l Svo t L ltvIlvp fGQV,f"M r4 ivT AP12 —/7'?0 vIv-F1W A) jvt�}'T1�j21is'�S Z23 .= Coons r�. x ���7Jli� �L PCB �l�/� ��Yl��✓�2. �L-l�� a Pv�2 dI,/ g 00 l" 1. `l ©C. +3--; Mtff,J"y � ('lam = l `� ``� /► , Z`�,� ego t n�; Mid Mountain SEISMIC ANALYSIS 08709 MECHANICAL EQUIPMENT try ry afe Of Your BuUding 3-27-14 Seismic Demands on Non-Structural Components (Strength Level Forces): [§ 13.3.1 ASCE 7-05) Design Factors: Equipment Type,Tag: EF-1 Sds: 0.763 USGS Website Equipment Location: Roof Ap: 2.5 FAN (T-13.6-1) Equipment Weight: 600 LBS Rp: 6 FAN (T-13.6-1) Equipment Mount: Rigid Ip: 1 [Total] z/h: 1.0 Rooftop Seismic Forces: Where: Horizontal Forces: 0.4 �a�•(Sds)• (if'P)• 1+2( l Fp= 229 LBS [13.3-1]lhJ1J 3.3-11 Fp(max) = 732 LBS [13.3-2) FP (Rp) Fp(min)= 137 LBS (13.3-3] 1n Design Fph= 229 LBS FP,,yAX =1.6*Sds*WP*Ip [13.3-2] Fp(min)<Fp<Fp(max), Use Fp [13.3-1] F,,•,y,v =0.3*Sds*W,, *ip [13.3-3] Fpv= 92 LBS [Sect. 13.31 FP,,.=0.2*Sds*Wp [Sect. 13.31 Seismic Analysis (Force-Component Approach): [F(Trans)= Fph*Cos(0), F(Loneit)= Fph*Sin(9)l X ADDITIONAL RESTRAINTS WHEN REQUIRED, bl (Longit)= 30 in. MUST BE LOCATED ALONG Y—Y _04 P �� a- b2 (Trans)= 26 in. \ fFrNCaet0) i W = Operating Weight of Equipment CG Height= 24 in. O I F,N = Seismic Horiurtol Force Y Y F,, = Seismic Vertical Force Qnt of Conn t_.._ bi = Distance between Seismic Restraints Along Y—Y Y 4 FM,SIn(0)� b, = Distance between Seismic Restraints Along X—X — Ixx 900 in^4 h = Height to Center of Gravity N = Number of Seismic Restraints I 676 in^ —�_= Seismic Isolator or Anchor Location yy- 4 Z Plan VieW X E) = 0.71 Radians _ Max Reaction (@ Corner Conn)• FA. i IF, w!AIP Nu= -27.7 LBS1 TENSION Pu= 343 LBS Compression FrNSin(0)� �F,NCast,, rV�✓V!// Vu= rJ7 LBS iW h jW .�--.— Shear >> Ultimate Forces Per ' i— ---- -�2 Z - - L: 3 Notes:WIND FORCES CONTROL OVER SEISMIC, >»> USE WIND _ (Max Tension per IBC (U/7):10.91)+ 1.OE) le i-F°" F°,,Cos Ohl 2 i F°A sin 0h�bl l Lw= 4 in. (length) P - .9u - l 2 J- 2 J Wecc= 0 (Weld Ecc, in) N I.� I„ rI in)= -0.007 r3(k/in)= 0.014 (Max Comp per IBC(U5): 1.2D+1.OE) 2(k/in)= 0.000 Ru(k/in)= 0.016 °V 122J Czf) Rn= 5.57 (k/in), [Ultimate] 1.2W+F F°,cos9hl—J Fp,,sinBhl—J I _ + + DCR= 0.00 OK N Icy I (Resultant Weld Shear): r1= Nu/lw z z r2 = (Vu*Wecc)/S quate at Corner Conn, ru = (rl+r2) +r3 r3 =Vu/Iw PROJECT }Vl I'—�N1,��/��IC�'I{J Pa U(_ItC►S C,V&Q instry TITLE 90Dwt�cl /'�MLI� � fe Of Your Building aIg BY V SCALE w JOB i; )0.669.6223 ww.mckinstry.com DATE, RFF, DWG SHEET va 2 s,� I�G tC r 11 , z .� db it k '` T 15,9 ZS r �(✓C�L; , l 11 . 1 ri o ��`z2 ©r✓�Y) e/1,SA L_T d t lolftlr- 04,'ty C ✓�y. ���-��'�� —�' l�✓��1� f'a�� l�s C a��-�L. ova�=1 ey mar try TITLE C)r IDP 1 '1 6, �v�`✓ ' ife Of Your Building BY SCALE JOB # vvwvv.mCkinstry.Com DATE REF. DWG SHEET V►/p f wS 11*3 1� '5 P�f-2 Po f fw � `iPjr✓ � r �3 r c) T�� Vh, S08 le 00 2p 0 -� �. t � I�•� i�y �.�5' Z�-y Iw � PROJECT M�7' �O",rfrAj" instry T-T! �� � �� � �, Life Of Your Building BY SCALE JOB # 00.669.6223 www.mckinstry.com DATE REF. DWG SHEET Z-0-3, A 99,05 3ooj--z-oo ftpf/—p $007"20D /or 41X Pe to e OQ rAl�Iell All If Project Title: Engineer: Project ID: Project Descr: Printed:28 MAR 2014,10.30AM Wood Beam File=CTROGRA-21ENERCA-2 ENERCALC INC 1983-2014,Budd 6 14 1 23 Ver•6 141 23 r.01 Co. Description: Mid Mountain,Sleeper CODE REFERENCES Calculations per NDS 2005, IBC 2006, CBC 2007,ASCE 7-05 Load Combination Set:ASCE 7-05 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 850 psi E:Modulus of Elasficify Load Combination ASCE 7-05 Fb-Compr 850 psi Ebend-xx 1600ksi Fc-Prll 1400 psi Eminbend-xx 580 ksi Wood Species ; Douglas Fir- Larch(North) Fc-Perp 625 psi Wood Grade : No. 1/No. 2 Fv 180 psi Beam Bracing : Completely Unbraced Ft 500 psi Density 31.57pcf w(o,268) D 0.136 S 0.038 4x8 Span=5.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load: D=0.1360, S=0.0380 k/ft,Extent=1.0 »4.0 ft, Tributary Width=1.0 ft,(Wtl) Point Load: W=0.2680 k(o)2.50 ft,(Potm Wind) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.2481 Maximum Shear Stress Ratio = 0.114 : 1 Section used for this span 4x8 Section used for this span 4x8 fb:Actual = 270.83psi fv:Actual = 20.53 psi FB:Allowable = 1,101.72psi Fv:Allowable 180.00 psi Load Combination +D+W+H Load Combination +D+0.750L+0.750S+0.750W+H Location of maximum on span = 2.500ft Location of maximum on span = 4.015ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward L+Lr+S Deflection 0.002 in Ratio= 24418 Max Upward L+Lr+S Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.016 in Ratio= 3843 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 C d C FN C i Cr C m C t C L M fb Pb V tv F'v D Only 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.127 0.067 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.36 139.72 1101.72 0.20 12.06 180.00 +D+L+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.127 0.067 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.36 139.72 1101.72 0.20 12.06 180.00 +D+Lr+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.127 0.067 1.00 1,30 1.00 1.00 1.00 1.00 1.00 0.36 139.72 1101.72 0.20 12.06 180.00 +D+S+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.162 0.086 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.46 178,76 1101.72 0.26 15.43 180.00 +D+0.750Lr+0.750L+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0,127 0.067 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.36 139.72 1101.72 0.20 12.06 180.00 Project Title: Engineer: Proiect ID: Project Descr: Printed:28 MAR 2014,10:30AM Wood Beam File=CAPROGRA-21ENERCA-2 ENERCALC,INC.1983-2014,Build:6.14.1.23,Ver6.14.1.23 t.tt Co. Description: Mid Mountain,Sleeper Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr C m C t C L M fb F'b V fv F'v +D+0.750L+0.750S+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.153 0.081 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.43 169.00 1101.72 0.25 14.59 180.00 +D+W+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.246 0.111 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0,69 270.83 1101.72 0.34 19.98 180.00 +D+0.70E+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.127 0.067 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0,36 139.72 1101.72 0.20 12.06 180.00 +D+0.750Lr+0.750L+0.750W+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.216 0.100 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.61 238.05 1101.72 0.30 18.00 180.00 +D+0.750L+0.750S+0.750W+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.243 0.114 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0,68 267.33 1101.72 0.35 20.53 180.00 +D+0.750Lr+0.750L+0.5250E+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 it 1 0.127 0.067 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.36 139.72 1101.72 0.20 12.06 180.00 +D+0.750L+0.750S+0.5250E+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.153 0.081 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.43 169.00 1101.72 0.25 14.59 180.00 +0.60D+W+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.195 0.084 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.55 214.94 1101.72 0.26 15.16 180.00 +0.60D+0.70E+H 1.30 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.076 0.040 1.00 1.30 1.00 1.00 1.00 1.00 1.00 0.21 83.83 1101.72 0.12 7.24 180.00 _Overall Maximum_Deflections_-Unfactored Loads Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"Defl Location in Span D+W 1 0.0156 2.518 0.0000 0.000 Vertical Reactions-Unf_act_ored Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.338 0.338 D Only 0.204 0.204 S Only 0.057 0.057 W Only 0.134 0.134 D+S 0,261 0.261 D+W 0.338 0.338 PROJECT M oinstryTITLES i' 1/�Y C,{'� . �l fe O/Your Building BY SCALE )OB # )0.669.6223 www.mckinstry.com DATE REF DWG SHEET CI•�� S�w-i r��►J � l b—� ���� LD -- S 1 Y✓1 �DrJ � i to ��! (� /S O� r�'�X�5fi�'1�r� (��� r�✓2 L /n/ ?� �71 Sri � � � %`�i��✓r��`Z. a��� Fasteners andWelds) Screw Table Notes 1. Allowable screw connection capacities are based upon section E4 of the AISI S100-07,North American Specification for the Design of Cold-Formed Steel Structural Members. 2. When connecting materials of different steel thicknesses or tensile strengths,use the lowest values.Tabulated values assume two sheets of equal thickness are connected. 3. Screw shear and tension capacities were developed using published screw manufacturer data and evaluation reports available at the time of publications. 4. A nominal shear stress of 42.85 ksi and a nominal tension stress of 40.84 ksi were used for calculations based on screw manufacturer data. 5. Screw capacities are based upon Allowable Strength Design(ASD)and include safety factor of 3.0. 6. When multiple fasteners are used,screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter(d). 7. Screws are assumed to have a center of screw to edge of steel dimension of at least 1.5 times the nominal diameter(d)of the screw. 8. Tension capacity is based upon the lesser of pullout capacity in sheet closest to screw tip,or pullover capacity for sheet closest to screw head(based upon head diameter). 9. Note that for all tension values calculated in screw table,pullover values have been reduced by 50%,assuming eccentrically loaded connections that pro- duce a non-uniform pullover force of the fastener. 10. Screw capacities are governed by a conservative estimate of screw capacity,not by sheet steel failure. 11. For higher screw capacities,especially for screw strength,use specific screws from specific manufacturers.See manufacturers'data for specific allowable values and installation instructions. Allowable Screw Connection Capacity (Pounds per Screw) Thickness Yield Tensile #6 Screw #8 Screw #10 Screw #12 Screw (Mils) Strength, 1/4"Screw (Mils) Strength,Fy FO (0.138"Dia,5/16"Head) (0.164"Dia,5/16"Head) (0.190"Dia,0.340"Head) (0.216"Dia,0340"Head) (0.250"Dia,0.409"Head) (ksi) (ksi) Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension 18 33 33 44 24 48 29 52 .33 55 38 60 44 27 33 33 82 37 89 43 96 50 102 57 110 66 30 33 33 95 40 103 48 111 55 118 63 127 73 33 33 45 151 61 164 72 177 84 188 95 203 110 43 33 45 214 79 244 94 263 109 280 124 302 144 54 33 45 214 100 302 118 370 137 394 156 424 180 54 50 65 214 144 302 171 405 198 523 225 613 261 68 33 45 214 125 302 149 405 173 523 196 600 227 68 50 65 214 181 302 215 405 249 523 284 701 328 97 33 45 214 179 302 213 405 246 523 280 701 324 97 50 65 214 204 302 288 405 356 523 405 701 468 118 33 45 214 204 302 260 405 301 523 342 701 396 118 1 50 1 65 1 214 204 302 288 405 386 523 494 1 701 572 104 Complies with the 2009 International Building Code(IBC)and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members(NASPEC). r Straps&TiesHSeismic&Hurricane Ties ® � • 'I m The hurricane tie series features various configurations I of wind and seismic ties for trusses and rafters. The H16 series has a presloped seat of 5/12 for / double trusses. I• Depending on + The presloped s/1z seat of the H16 provides for a tight fit heel height, j and reduced deflection.The strap length provides for various Win' strap may wrap to back of plate. y truss height up to a maximum of 13'/z"(H16 series).Minimum heel height for H16 series is 4'. ° 1� f The HGA10 attaches to gable trusses and provides good lateral wind resistance.The HS24 attaches the bottom chord of °° °. H16 and •l •°• ��� a truss or rafter at pitches from 0/12 to 4/12 to double 2x4 top m ° H16S plates.Double shear nailing allows for higher lateral resistance. " n ° ° _. ; MATERIAL:See table •,° Presloped at _ 5/12.Truss/ _ FINISH:Galvanized.See Corrosion Information,page 18-19. °°° ° Rafter Pitch of - INSTALLATION:•Use all specified fasteners.See General Notes. ° 3/12 to 7/12 is acceptable Install 4-10dx1'/a to Install 6-10dx1°/z •HGAI0KT:sold as a kit with(10)HGA10 connectors. •° °o SDS screws are included, inside edge of 2x to face of 2x °°° ° ••HS24 requires slant nailing only when bottom chord of ° H16 Installation truss or rafter has no slope. CODES:See page 20 for Code Reference Key Chart. i Fasteners DF/SP�—SPF/HF Allowable leads' Allowable Loads' Ga Code Model To Lateral Lateral 2. HS24 No. Rafters/ To To Uplift I (160) Uplift (160) Rot. e U.S.Patents Truss Plates I Studs (160) Ft F2 (160) Ft F2 ` 5,603,580 I o HGAIOKT 14 4 SDS%"x1'/z" 4-SDS''/e"x3' — 695 1165 9406 500 840 675 F26 3Ie° s &2-8d slant o HS24 18 8-8dx 8-8d — 6053 6453 10253 5203 5553 8803 117,F16 H15 Discontinued-See H10S,H14 or H16 H15-2 Discontinued-See LGT2 or H16-2 UH16-218 LT_M RTrz^ 1t18 is — — 17 —TV 2-10dx1% 1010dx1'� — 1470 — — 1265 —2-10dx1'/ 10-10dx1'/z — 1470 — --10dx1'/z 10-10dx1Yz — 1470 — — 1265 — I �\ y° oo -+reads-hevebeerrinereesed°ler windeeeriffgeakeioadhrg witfl'neoc 'fuRl2rinCfEaS@'�MbEPeE"IECUCe�Pf211'�tn¢RQa05'g00EtrC 2.When cross-grain bending or cross-grain tension cannot be avoided,mechanical reinforcement to resist such forces should be considered. 3.HS24 DF/SP allowable loads without slant nailing are 605 lbs.(uplift),590 lbs.(Ft),6401bs.(F2). For SPF/HF loads multiply these values by 0.86. 4.For H16-2S,S=short. HS24 Installation 5.Allowable loads in the F1 direction are not intended to replace diaphragm boundary members or prevent cross grain bending of the truss or rafter members.Additional shear transfer elements shall be considered where there may be effects of cross grain bending or tension. 6.HGA10 F2 load is for load acting toward the connector.For load away from the connector, �0 allowable load is 780 lbs.DF/SP and 495 lbs.SPF/HF. 7.NAILS:10dx1'/z=0.148"dia.x 1'/z'long,8d=0.131'dia.x 21N long, 8dx1'h=0.131'dia.x 1'/s'long.See page 24-25 for other nail sizes and information. 03 ` `\ 31 r;f, HGA10 F, 1 \ F 2 HGA10 .°• °°° Depending on i Installation to \�\ H16-2 ;-P��' ° ° • heel height, i / Double Top Plates ! and „;, °° strap may wrap H16-2S to back of plate. Presloped at i •°° °� DI 5/12.Pitch of - 3/12 to 7112 °o is acceptable •, — _ J. e Install 4-10dx1'/e to Install 6-10dx1'/z \ -` inside edge of 2x to face of 2x HGA10 Installation H16-2 Installation to Rim Joist 176 straps&Tres E= • t . FrainingAngles&Plates The larger LTP5 spans subfloor at the top of the blocking �� "►�y>/ , )iy,''I'`1J/ 4'�2 .� or rim joist.The embossments enhance performance and the min/max nailing option allows for design flexibility. The LTP4 Lateral Tie Plate transfers shear forces for top a o l plate-to-rim joist or blocking connections.Nail holes are spaced to prevent wood splitting for single and double top o '! 5 0 2 I a I ° plate applications.May be installed over plywood sheathing. The A35 anchor's exclusive bending slot allows instant, m accurate field bends for all two and three-way ties.Balanced, a e��° �' ouryF 1i�' I co I o " completely reversible design permits the A35 to secure a A34 / ° g great variety of connections. 5 ` \ o I U' °3.� �, MATERIAL:LTP4/LTP5-20 gauge;all others-18 gauge r— A � o FINISH:Galvanized.Some products available in stainless steel c o LTP4 m or ZMAX®coating;see Corrosion Information,page 18-19. q A35 LTP5 INSTALLATION:•Use all specified fasteners.See General Notes. A35—Bend one time only. • m a/< PIATE LINE-1 0 CODES:See page 20 for Code Reference Key Chart. m - These products are available with additional corrosion protection. ® m m Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. LTP4 PIF These products are approved for installation with the Strong-Drive SD Structural- Connector screw.See page 30 for the correct substitution and SD screw size. Joists to Plate Studs to Plate DF/SP SPF/HF with A Leg Inside with B Leg Outside Model Type of Fasteners Direction Allowable Loads Allowable Loads Code No. Connection of Load Floor Roof Floor Roof Ref. (100) (125) (160) (100) (125) (160) A34 8 Sdx1'h Ft 395 485 515 340 415 445 F26 395 455 455 340 390 390 { Al.E 295 365 395 255 315 340 2[I 9-8dxl16 B' Cf 210 210 210 180 180 180 1p1 A2 295 365 380 255 315 325 L5, %' I A35 12-8dx1% C2 295 365 370 255 315 320 F13 Joists to Beams Ceiling Joists to Beam D 230 230 230 200 200 200 r-------Fi F1 n � 3T>r-6 6b i 1 } — ® 12�8dx1'/z F26 595 670 670 510 575 575 I IAl LTP4 5❑ 12-8dx1%2 ' 114, + " \� H 515 645 670 445 555 575 L5,F13 G 585 620 620 505 535 535 IP1, LTP5 © 12 8dx1'h L18 H 545 545 545 470 470 470 ,F25 F2 I E' o 1.Allowable loads are for one anchor.When anchors are installed on each side of the joist, 10 A34 �2 A35 the minimum joist thickness is 3". 2.Roof loads are 125%of floor loads unless limited by other criteria. j 3.Some illustrations show connections that could cause cross-grain tension or bending �Ff of the wood during loading if not reinforced sufficiently.In this case,mechanical reinforcement should be considered. �A2 4.LTP4 can be installed over%'structural sheathing with Bdxf%x nails and achieve 0.72 of the listed load,or over h'and achieve 0.64 of the listed load.8d commons � will achieve 1001/6 load. 5.The LTP5 may be installed over structural sheathing up to W thick using 8dx1'h nails 4°^ with no reduction in load. 6.Connectors are required on both sides to achieve F2 loads in both directions. F2 7.NAILS:8dx1'h=0.131'dia.xi'h"long. r A35 ®A35 See page 24-25 for other nail sizes and information. 9 . _H H .- ods LTP4 attaching Top Plates to LTP4 Installed over Rim Joist Chimney Framing ❑5 Plywood Sheathing © LTP5 Installed over Plywood Sheathing 180 *SS/Fj c?O�o F--�ai MARK: EF COOK ` PROJECT: MCK, LOU BAILEY HIGH TEMP EF IN S A DATE: 3/12/2014 IMH Industrial Material Handler Arrangement 9 Clockwise Upblast N AA �{ B I D P Dia.-W places q 1p �. I I U —inlet 1 S r ! JL outlet— -- r -____ _T__�_ C H �¢ S — OD El �Q� D K �� K 'L 2 -�I E �I¢ E Io- �— F —�l� —1 E � E.1 Dimensions (MP A 6-5/8 10-9/16 Performance B 5-7/8 9/16 Catalog Flow SP Fan Power C 7 Q - Oty Number (CFM) (inwc) RPM (HP) FEG D 14-1/4 R 14-7/8 1 70-MHA-HD 1200 4.00 3609 1.71 67 E 9-11/16 S 4-1/4 Altitude (ft): 400 Temperature (F):400 F 21-1/16 T SD 1-3/16 Motor Information G 26-1/4 T HD 1-7/16 HP RPM I Volts/Ph/Hz I Enclosure Mounted H 22-9/16 U 6-3/16 2 3450 460/3/60 TEFC -PE Yes ��d ��i W 6 NEMA Premium®efficiency motor per MG-1 (2011)Table 12-12 8-13l16 Fan Information NOTE:Accessories may affect dimensions shown. Shipping Weight(lbs)*** 361 Rotation Discharge Access Based on single speed ODP motor. CW Upblast 3:00 "'Includes fan,motor 6 accessories. Sound Data Inlet Sound Power b Octave 10.00 3.00tave Band Fan Curve 1 2 3 4 5 6 7 8 LwA dBA 98 96 96 92 90 86 81 74 95 83 Accessories: 8.00 2.40 Premium Efficiency Motor(Min.86.5%) DRIVES(1.5 SF)@ 3609 RPM HIGH TEMP PAINT DRAIN v 6.00 1.80 WEATHER COVER HI TEMP GREASE c !p HEAT SHIELD SHAFT COOLER CL � 4.00 _ Notes: 1.20 Heavy Duty Construction Drive Loss(AF)=7% 2.00 .600 Fan Curve Legend CFM vs SP CFM vs HP 0.00 0.00 0 400 800 1200 1600 2000 Point of Operation O Flow(CFM) System Curve v6.4.64.12454 M:\Cookware\Jobs\Kur1R Page 1 of 1 Design Maps Summary Report Page 1 of 2 Design Maps Summary Report User-Specified Input Report Title Mid Mountain Thu March 27, 2014 16:00:48 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 48.170N, 122.14°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 5mi\ W" 530 5000m 10 Q 0Arlington JacksonRd , �9�ach b - sal _ 0 NORTH AMERICA mapquest oNorth Marysville �+ 020141 �.,/ MapQuest USGS-Provided Output SS = 1.065 g S,S = 1.144 g SDS = 0.763 g Sl = 0.414 g S,1 = 0.657 g Sol = 0.438 g For information on how the SS and S1 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 0.99 1.20 0.80 1.0$ 0.72 0.96 0.64 0.84 0.56 .� 0.72 0p 0.48 N 0.60 H 0.40 0.48F 0.32 0.36 0.24 0.24 0.16 0.12 0.02 0.00 0.o0 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 Period,T(sec) Period,T(sec) For PGA,, T,, Cae, and CR, values, please view the detailed report. http://ehp2-earthquake.wr.usgs.gov/designm aps/us/summary.php?template=minimal&latit... 3/27/2014 CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 18825 67TH AVE NE Permit#:339 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31051400302700 DATE OF ISSUANCE. Scope of Work:Replace 2 roof top exhaust fans Valuation: 17700.00 OWNER APPLICANT CONTRACTOR M3 FINANCIAL MANAGEMENT LLC McKinstry McKinstry Co.LLC 7600 5TH AVE S 5005 3rd Ave S 5005 3rd Avenue S SEATTLE,WA 98108 Seattle,WA 98134 Seattle,WA 98134 206-763-4819 206-763-4819/206-762-33 11 LIC:MCKINCL942DW EXP:03/16/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR McKinstry 5005 3rd Ave S Seattle,WA 98134 206-763-4819 LIC#:MCKINCL942DW EXP: 3/16/2016 LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL MECHANICAL CODE YEAR: STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. �1 Z04/02/2014 Applicant Signature Date Building Official Date CONDITIONS The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/10/2026 Mechanical Fee(Enter Fixture Fee) $20.00 09/10/2026 Mechanical Base $25.00 09/10/2026 Mechanical Commercial Plan Review $250.00 Total Due: $295.00 Total Payment: $295.00 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION Pass/Fail Permit#: 339 Permit Date: 04/02/14 Permit Type: COMMERCIAL MECHANICAL Project Name: Mid Mountain Materials Applicant Name: McKinstry Applicant Address: 5005 3rd Ave S Applicant, City, State, Zip: Seattle,WA 98134 Contact: Jim Thomas Phone: 206-763-4819 Email: permits@mckinstry.com Scope of Work: Replace 2 roof top exhaust fans Valuation: 17700.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/03/2014 Permit Expires: Permit Form Type: Civic Plus Number: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning M3 FINANCIAL 31051400302700 18825 67TH AVE NE MANAGEMENT Storage Warehousing& rage Services LLC Sto Contractors Contractor Primary Contact Phone Address Contractor Type License License# 206-763-4819/ 5005 3rd Avenue CONSTRUCTION Labor& McKinstry Co.LLC Jim Thomas MCKINCL942DW 206-762-3311 S CONTRACTOR Industries Plan Reviews Date Review Type Description Assigned To Review Status 04/02/2014 COMMERCIAL Ok to issue z.Christopher Young MECHANICAL Fees Fee Description Notes Amount Mechanical Fee(Enter Fixture Fee) $20.00 Mechanical Base Permit Fee $25.00 Mechanical Commercial Plan Review Table 4-1 $250.00 Total $295.00 Attached Letters Date Letter Description 04/02/2014 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 04/03/2014 Jim Thomas 49802733 cc $295.00 Outstanding Balance $0.00 Uploaded Files Date File Name 04/16/2014 18825 67thAve..docx 04/02/2014 LLD 339 Application.pdf 04/02/2014 BLD 339 Spec Sheet.pdf 04/02/2014 BLD 339 Plans.pdf 04/02/2014 BLD 339 Structural Calcs Partl.pdf 04/02/2014 BLD 339 Structural Calcs Part2.pdf