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HomeMy WebLinkAbout121 E Burke Ave_BLD822_2025 ~e,q~ ~~Tee~ 'DtL sysTBVt-S - - - ~DCI enG1neeRs - E Seattle 8 Portland ~ Spokane t ~ San Diego Austin , Irvine B Eugene l San Francisco Structural Calculations ~ Anchorage Addition of (4) Roof Top Mechanical Units Dollar Store, Arlington, Washington DCI Job Number 15011-0189 May 151 \ 2015 Prepared for: Presidio Construction 116 East Fir Street, Suite b Mount Vernon, WA 98273 818 Stewart Street, Suite 1000l Seattle. Washin_g~o~_ 98-101 ~~one (206) 332-_1_900 1 Service Innovation Value Liestgn Maps summary Keport Page 1 of I . ' EUSGS o:esign Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available 1n 2008) Site Coordinates 48.19872°N, 122.12629°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.051 g SMs = 1.135 g Sos= 0.757g S1 = 0.409 g S,u = 0.650 g S01 = 0.433 g For information on how the 5S and S1 values above have been calculated from probabilist c (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 e.ss 1.20 e.so i.oe 0.12 0.9-G G .. G4 0.EU e.ss - - C7I .:i.1:2 'i, i:l4C II J'l - U'l •HO o .. rn C-.32 0.3G •:.:u 0.2.t C.lG •· 0.12 ,j_08 0. 00 -+.----l----'f---;.---1---+---+--+--+--+--~ Q.00 +---.-------------+---+--------4----+----I 000 O:?O 0-40 1'!.GO JBO l 00 L20 l 40 l so l :m 2.00 o.ce 0.2.:, o . .to o <>O o so 1 ,~o 1 20 1 .io 1 so "ao 2.00 Pedod, T (sed Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. http:// ehpz-earthquake. wr. usgs. gov/ desiznmaps/us/ summarv. oho ?temolate=minimal&latitude=48.... 5/14/2015 o ......... ~ -.... z l ~ - (I) (I) 21= \~ ..c c3 t.o Cl) ~ ,;.. - ... u- !. -~ o- = -? ..;( (.) ....... ? -~(I) -- ~ ct~ ..... ( .... .:9. .,... I _,. 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(a EnGlnEERS Project ~ ~ s k> ~ Ds at-- e tf,...r,;- Subject \2--"tvt S 8YT~e ~ ~ ..l ~ f" ,,l b --- ( L, ""- l lo I ) F ';- 4:0 2.- ~ G, .~- I U '.::· ~ ( I S- 'i '2 :s--) ►- t '"2..-0 p LP 4Y...l0 bF-H-( e 9 <.o ..,L) ~- '"i, '2--LP '\. ~ L ,t.. Y7>o t U"'-1~ ilt..f Lo~k_ ~ z>' .f~._ Y'-0,_{--l_ ~( w /c{)t..&q_<>" ':--tc-1..1i,, 6iL.~ 1"f:f-?..'1 .( 'r-(...':J o----- ~ ~ d. ~c.k.. .... 7 kw 4?<-Lo~ 4-1- (t, """°'..... t, lo <J.c., ')" "7 5.. l 0-L.~ t, p fw+S I 11.-c == !:s:J .~,- __ .. :) 4o " C ~~ ~ ,_r,--1'5 o.,.l ~ u¼ 4 -t..lO D p ~( aA c;,.'c4 r c¼l._ e..--x.1..~L - ....., G '--' ~ 4'4-f. t- 1 (!_ {(,, -<. l;. '-f<t I ~ ::-- I lD ( I B -1-- 'ZS I ( i ,)2.. . J e; .. .- i»c 'ff!JI--( ~ Lu~ f '";:_ l 2? t.{ 0 ( I "2,_. l-s-) ::_ l D l D ~ t. 2..-0 I \0 M-.;.. ( 01 o ('z.!)) ( i-~ ) ~- l '2. G ~·\ .CA ,IL,; ti I ,---..c_._.,,-.,¾- c:)~ 'J~t.J~o o/c.- ,q?_r .-1 sorr: Project: Project Type:Type I \e,v ~~Ci# Location: arlington Folder: Folder 7 Date: 5/14/15 2:11 PM RedSpec™ by RedBuilt"' Designer: tb v7.0.20 Comment: 3.Sx9.25 Douglas Fir #1 This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS % Allow. Design Allow. DOL - Control Pass/Fail Shear (lb) 26% 1161 4468 115% • All Loads PASS Positive Moment (ft-lb) 96% 5496 5739 115% - All loads PASS DEFLECTIONS (in} % Allow. Design Allow. Design Allow. Pass/Fail Span Live 35% 0.282 0.800 l / 681 L / 240 PASS Span Total 58% 0.623 1.067 L / 308 L / 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb} {DOL%} 600 (115) 600 (115) Dead Reaction (lb) 660 584 Total Reaction (lb) {DOL%) 1260 (115) 1184 (115) Bearing Flush Flush Support Beam Beam Req'd Bearing (in) 1.50 1.50 HANGERS Model Top Face Member Header Size Left None Selected Right None Selected SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 ! C, 7.'. 16'- 0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%) 25 15 0 3'-0.0" Snow Roof Beam ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 402 6'-6.0" Adds To NOTES • Building code: !BC. Methodology: Allowable Stress Design • No repetitive member increase applied in design. • Support bearing length requirements must be checked separately. • Continuous lateral support required at top edge. Lateral support required at bearings for bottom edge. C: \Users\tbea n \Documents\RedSpec\Projectl. red Page 1 of 1 The products noted are intended for interior, untreated, non-corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'M recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'M associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt'M, RedSpec'", Red-I"', Red-I45'"', Red-145L'.,, Red-I58'M, Red-I65'"', Red-I65T'"', Red-i90'M, Red-I90H'"', Red-I90HS'", Red-L'"', Red-LT'"', Red- W'", Red-S'"', Red·M'"', Red-H?", Redt.am ?", FloorChoice'"' are trademarks of RedBuilt LLC, Boise ID, USA. Copyright© 2010-2014 RedBuilt LLC. All rights rP<:Pr\J~rl - F-c;1-:t,i,MA!\tt#ii,i fflltMi► SUBMITTAL Project Old Food Pav Date Tuesday, May 05, 2015 7.5T GasEle-High Eff Project: Old Food Pav 05/05/2015 Prepared By: 09:16AM 7 .ST GasEle-High Eff Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Spec Sheet Packaged Rooftop Builder 1.39p Page 2 of 13 Unit Report For 7.5T GasEle-High Eff Project: Old Food Pav 05/05/2015 Prepared B_y_: 09:16AM Unit Parameters Dimensions (ft. in.) & Weight (lb.) *** Unit Model: ..48HCDD08F2M5-6W1 CO Unit Length: ·-···-··············-············--················ 7' 4.125" Unit Size: ·--•···············08 (7.5 Tons) Unit Width: ·-·-············..4' 11.5" Volts-Phase-Hertz: 208-3-60 Unit Height:.. 4' 1.375" Heating Type···········-··························--···-·-···-······················· Gas ... Total Operating Weight: _1221 lb Duct Cfg: Vertical Supply/ Vertical Return Low Heat ••• Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are Two stage cooling models provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Lines and Filters Gas Line Size: 1/2 Condensate Drain Line Size: ••·-···················3/4 Return Air Filter Type: Throwaway Return Air Filter Quantity: .-4 Return Air Filter Size: .20 x 20 x 2 ..........._ Unit Configuration RA Smoke Detector and CO2 Sensor Medium Static Option - Belt Drive Al/Cu - Al/Cu - Louvered Hail Guards Electromechanical Controls w/W7220 Econo Controller Enthalpy Low Leak Econo w/Baro Relief Unpowered Convenience Outlet Non-Fused Disconnect Standard Packaging Warranty Information 1-Year parts 5-Year compressor parts 10-Year heat exchanger - Aluminized No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48HCDD08F2M5-6W1 CO Rooftop Unit 4 Base Unit RA Smoke Detector and CO2 Sensor Medium Static Option - Belt Drive Al/Cu - Al/Cu - Louvered Hail Guards Unoowered Convenience Outlet Ultra Low leak Enty Econo X with baro relief, W7220 control. Meets Calf. Title 24 FOO & Leak Rates Non-Fused Disconnect Accessories CRRFCURB003A01 14-inch Tall Roof Curb 4 Packaged Rooftop Builder 1 .39p Page 3 of 13 Certified Drawing for 7.5T GasEle-High Eff Project: Old Food Pav 05/05/2015 Prepared Bv: 09:16AM NOT[S: UHJf J K H l. 1tM[NS\O~jEA)~ A1L/linlir[HSTOHS UHt·AOI 41 1/4 lJ 311 15 l/8 110m 18511 14031 2.~ C[Nl[R Of GRAVITY ◄8HC·DOS U )/ll n 31g 15 7/8 CONNECTION SlZ[S 112531 19251 I (031 0 3/8 JI l/8 1l 1/8 A 1 JI!" rm DIA f)HO POWER SUPPLY HOL[ 3 ... DlR[CflON or AIR fl()N '8HC·D09 12Sll 19251 (4031 r- I 40·3/8 ---7 B 2 111· (I(} DIA Po,rR SUPPlr KNOUOUT 110111 1 314' (Sil DIA GAUGE ACC[SS PLUG 1/8' 1221 DIA rmo CONTROL WIRJHO HOl[ I t 3/4"·1( MPf CONDENSATE DRAIN [COHOMl2[R 11000 lO· JU .... IOPIJO,iAl) 15111 1 /2' · 1 ( NP! GAS COHNECTIOM 3/4•-u HPT US COHH[CTIOJI !=:=::=~~==:=~~~~_J G Z ' 1511 OtA POWER SUPPLY KNOCM·OUT THRU·TH[·BASE CHART CF I ELD HlSTI !H[S( HOLES REOUJRfO EOR US[ HITII ACC1 ms CR8TM1WRDOlAO\ · 01 • GAS TIIRU CURB IM/8 ....... CRHTHPWR001A01: 08, 09 • GAS THRU CURB 13111 ......... CRBTMPWROOlAO\ · 01 • GAS TIIRU BAS[PAN RETURN CRBTMPWRD04AO\· 06.09 • GAS THRU HASfPAM AIR IMR(ADED WIRE R£0'0 HOL( COHOUIT S 11( US£ snrs OIU.I rIL HR ACCESS PANEL w 1/2' ACC. l/8' 122.21 ITOOL·LESSI X 1/2' m 7/8' 122.21 28·)" y l/◄"1001,0D31 POYER l l/6' 128.GI COHOE NS ER IJJ1) Jl·l/8 0·)/6 .. I 1/4' 1001,0041 ll/4'1(Ul COIL SUPPLY 19551 110171 1 • 1ooi1 111· rrr GAS 1 I /8' 126.GI SH THAU AIR SUPPLY 10041 l/4" fPT l l/4' IH.41 INDOOR COIL THE BASE ACCESS PANEL CHART AIR . F10LA01 NGE I 0& 01m1 uPROsVeI. DES IIOLE l/◄' sinfPT . ll1' lRU IS0CU.8RB 1 _J THRU·THE-BASE CHART CFTOPI .. fOR 'THRU·THE·BASEPAII' fACTORl OPTION . flfTIHGS fOR ONLl X. l. I 1 ARE PROVJO[O. u r;- l·l/4 fOR BELOW LISTED l!OO[lS. A rmo 11591 SUPPLIED l/1" ADAPTER 15 REOUJR[O llAC.K - 19·5/8 1100] HU£ 3-1I◄ BET1¥[rn DA.SE PAN rITTl~G AND GAS YALVf. 11511 HOOD 18)1 mco.E,S,R·Ol 48HCO,S·08 .Ifil <811CO.S·09 15-111 IWJ 1·1/4 11·5/8 t 1321 1)211 £l[CIRICAl DISCONNECT CONTRDl OOX [ STD. flLTER A, LOCATION ACCESS PAHH COHD[IISAH CcOHon O[IIS[R B. DRAIN 6 r 18·)/8 IHOOOR BLOWER 11101 J OPTIOHAL9 ti ACC(SS SUPPLY AIR I .. f ACTORY REJURH. Zl·l/8 JIISTALL(O AIR OUTS IOI ITO!I OISCOHHECT AIR r £11AIIOLE 13·1/8 r IJSJJ .. L_ HANOLf-----= n 6·1/8 11181 L too i" c=J 00 3·3/◄ 1·l/8 L la-i,s 1911 19·\/2 1'11 - --31 11141 I 15101 - TYP '940] CURB illl WIOTH 88·1/8 HAROOETRIC 111361 SUPPLY RETURII mm AIR AIR flO« Sll[[J Ult wuscnrs 48HC 07-09 SINGLE ZON[ ELECTRICAL 48TUS02708 ,rv l Of 2 10· 05-10 10·16·09 COOLING WllH GAS HEAT A Packaged Rooftop Builder 1.39p Page 4 of 13 Certified Drawing for 7.5T GasEle .. High Eff Project: Old Food Pav 05/05/2015 Prepared By: 09:16AM S10. UNIT CORNER CORNER CORNER CORNER C.G. UNll WfJGIIT • WClGRT (Al WElGRl <Bl WllGNl IC> WEIGHT 10) LBS. XG. LBS. KG. LBS. KG. LBS. IG. LBS. KG. l y (811c·M1 m 341 165,3 75 1S2. l 61.3 214.1 !7.1 132.l 105.1 41 318 (1076) lll/4118UI 19 7181505) r1 oR STAONTDHA[N RD OPUNI! TION>ES IAGNND 1 ACIS CESWSITOH RJ(Lall S, GjA[T[S R IIEAT TO ANO Wl1HOU1 PACKAGING. 480C·D08 125 41l.S 101.1 !2.6 l!O.! 86.6 156.1 1)6.1 11l.! 11U 42 518 110111 JC 118 18111 2c T/8 I 5811 1H[ PRODUCT DA!A CATALOG. •BHC·D09 !15 Ot.5 201.1 !1.6 l!O.! 86,6 256. l 116.1 1739121.1 •2 5/8 110811 H 118 Ulll 11 118 1581 l CORn NER A CORI/ER B CORtl[R D C._ CORllER C .. . . D JJ I z C = n = L :JOO r.::=::J' 't=:) 00· £Jl.Q!!l ssrtt 48HC 08-12 SINGLE ZONE ELECTRICAL 48TM502708 '" 2 Of I 10-05-10 10-16-09 COOL! HG Wll H GAS HEAT A Packaged Rooftop Builder 1.39p Page G0r13 Roofcurbs for Carrier 48/S0TC A/O08,A09,A/D12,D14; Part Number: 50TCQ D08-D12; 48/S0HC A07,D08-D12; 48/50TF,TM,HJ 0597 Series 008-014; 50TFQ 008-014; 50HJQ 008-009 Units FORM NO. 1282-19P SUBMITTED TO 0597- Series Roofcurb Specifications {in inches) COMPANY: _ MicroMetl Part No. Bryant Part No. A Weight DRAWN BY: .......aA...:;•a.::;L""'.L;::.;.. _ JOB NAME: _ 0597-00BA N/A 8 90Ibs EQUIPMENT: _ 0597-011A N/A 11 104 lbs NOTES: 0597-014A CRRFCURB003A01 14 118 lbs 0597-024A CRRFCURB004A01 24 164 lbs FEATURES * Roofcurb sides and ends are 16ga. Opening for thru the galvanized steel. (.058 min.) bottom electrical connections * Gasketing package provided. (4) insulated • Full perimeter wood nailer. deck pans 1 3/4" Alt. drain hole -----~ * Assembly hardware not required. Blocked top NOTES: 1.) Adjustable Pitched / Adjustable Height curbs and taller curbs are available. Contact factory. 2.) Attach ductwork to roofcurb. Flanges of duct rest on top of curb. 3.) Roofcurbs are marked with the Carrier part number. 4.) The standard MicroMetl curbs do not have service plate holes. If they are re- 1" quired, you must specify on the order. A I NOTE: If using through the side of the curb A gas or electric connectors, you must specify service holes are required. Optional service plates: 0815-0597. I CROSS SECTION j_ OF CURB ------1 2" ~ THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION /\ND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETL'S WRITTEN CONSENT. MICROMETL CORP.• 3035 NORTH SHADELAND /\VENUE, SUITE 300 •INDIANAPOLIS.IN. 46226 • 1-800-662-4822 ••• MICROMETL SPARKS• 202 SOUTH 18TH ST.• SPARKS, NV 89431 • 1-800-804-4662 Certified Drawing for 7.5T GasEle-High Eff Project: Old Food Pav 05/05/2015 Prepared Bv: 09:16AM Service Clearance -. C D .. - LOCI.TION DIMCN~IOll CONDfTION 4R-in (1?1q mm) • lint -livrnnnert ·~nvmntP<f on r,~nr-1 36-kl (914 111111) • H llirnei1!iit•11•8 b 12·ir1 (305 11111) ,\ • No dstoonP.:t conv2riMrn cutlet oj!ti:,r. ·1 R-kl (4~7 mrn) • Reccmmenoed !e'V ce cleara nee :u;e electric screworivH) 12-in (30~ n101) • Mininium clea·ance(l..H n1anual rercret screwdrtver) %-in(GUmm) • t Int '\;1,c;: ~rn1r.rri1Pr b 12-1n (30S mm) • Ii Cllmensron-A Is 36-ln (914 mml S:>eclJI • Chccl: fo· so.irccs of flue FO<iict, with n 10 ~ ofuilt frcch air ir,tnl,c hood 36-in (914 mml • Sid~ :6ndemate drain is used l 18-,, (457111111) • Minimum tlt!tt'ttfll~ 43-ln (1219 mm) • No flJe ~isd.ars~ 1cceS"scryir.stalted, suria:eis c,mbu;t b\.e rrate•ial 42-in (1067 mm) • ~rt ace be.1lnd S~!Y_icer s I:,aunded 1e,E, metal 'll3!onrt wall, another ur-itl D J6·1n(0Hmm) • !ltrfoce be und servcer s '°l.!ctric.:1lty non-conductive (e.i., wooc, iite,glassJ , fh•rkfo- a,iacMt 1111~< n· hulMlr.e fre,h air lntalP, .vit~.in m-ft nl thn unit's S)eclal nu,, oullt,i NOlE: Lnit ,c-t designed tc have o•tECt-R;id cbstrueuen, Conta. ct Applk:ati:>r, E:n~1noonr,g fer .3t:idance ::>r. :my applic,tix i,lannine O.<frhead obstructim or vertka desrancss. Packaged Rooftop Builder 1.39p Page 6 of 13 Performance Summary For 7.ST GasEle-High Eff Project: Old Food Pav 05/05/2015 Prep§r~dBy: 09:16AM Part Number:48HCDD08F2M5-6W1 CO - ARI EER: ·-·············································-············•····-········································································-························12.00 IEER: •······•··•····················-··-························•·····•····················-·································13.0 Base Unit Dimensions Unit Length: ·-··································•························-·································································································································88.1 in Unit Width: .................................................................................••. •······································-··············································································59.s in Unit Height: 49.4 in Operating Weight Base Unit Weight: - 925 lb RA Smoke Detector and CO2 Sensor··•···················································································--·············-············································10 lb Medium Static Option - Belt Drive: ·-············································································································15 lb Al/Cu - Al/Cu - Louvered Hail Guards···············-··························•······································································································-34 lb Enthalpy Low Leak Econo w/Baro Relief:····························-···············································································································..7 4 lb Unpowered Convenience Outlet:.. 5 lb Non-Fused Disconnect: 15 lb Accessories T::~:n;::,::,:o:.~::_____ ---- -- -- - -- e Unit Unit Voltaqe-Phase-Hertz: 208-3-60 Air Discharge· Vertical Fan Drive Type···············································································-··················································································································Belt Actual Airflow·.····-···--·········-································································································································-··························-··-·········3000 CFM Site Altitude· O ft Cooling Performance Condenser Entering Air DB· 95.0 F Evaporator Entering Air DB: _ 80.0 F Evaporator Entering Air WB: 67.0 F Entering Air Enthalpy:················································•························-·············································-·········································-············31.44 BTU/lb Evaporator Leaving Air DB: ·-··········································-································-·······················································-·············57.7 F Evaporator Leaving Air WB: •··············································-··········································································································57 .2 F Evaporator Leaving Air Enthalpy: 24.53 BTU/lb Gross Cooling Capacity············································································································-·-···························································93.30 MBH Gross Sensible Capacity: ·•··········•···•·····················-························································-······································..72.19 MBH Compressor Power lnput:. 6.24 kW Coil Bypass Factor: ••····················································-··········· .0.198 Heating Performance Heating Airflow: 3000 CFM Entering Air Temp·················································································-···-·····················································•·············································70.0 F Leaving Air Temp: 101.8 F Gas Heating Input Capacity: •··············-·······-··················································································································-····90.0 / 125.0 MBH Gas Heating Capacity: 0.0 MBH Sea Level Gas Heating Input Capacity: 0.0 MBH Temperature Rise: ....................•...... ·--·······················································································································································31.8 F NOTE········································································································································-·············································-···· .Second Stage Supply Fan External Static Pressure: ••·····-······························································································································································0.60 in wg Options / Accessories Static Pressure EconoMi$erlV / EconoMi$er2: 0.11 in wg Total Application Static (ESP+ Unit Opts/Acc.): 0.71 in wg Fan RPM··············································-························································································.········································································792 Fan Power·············-·····················································································································································-·································---1.27 BHP NOTE: _.Selected IFM RPM Range: 690 · 936 Packaged Rooftop Builder 1.39p Page 8 of 13 ,OUI..E.Sl<EEfM ~EOUJREME.NTS. FINISH PER FlNJSH SCHEDULE, SHEET M. R€SISTANT GV,11. H.iSH PER FINISH SC><EOULE. SHEET M. _____________ al ~·V"~•---·-- -fil'.L----r--- l.:1)_ .H::.t ,___ I tJ VERIFY GATE IN GOOO WORXIHG I ~ O!UlERAHDMAAE I M 0 AHO NECESSARY Where joists need to REPAIRS.-----..,_ be cut for mechanical ,-.-- - --·- ·- - - ductwork, provide dbl 2x 12 headers and double up existing ~Vj joists suppcrting EXIST TRASH headers. EH0.05'.tlE ~ PROVIOE 1 112' DIAMETER STEEL R4JL A.T 2'·10" Aff wmiAOOITlOtW. RAILS EXIST RAI.ING• AT a~ N'F NiJJ 1•~ N'F. POSTS TO CLEAHAHO 2-'!--\l..-e. f" BE EMBEOOEO 3' DEEP INTO 2'0 HOLE REPAINT .t.H0 FllLEOYt1TH NON-SHRWK GAOUT. ~t ~-J PNHT' AU RM.L'Kl SAfElYYELLOW. <-. L- 'l "a'< "L 1. '<.,__ '- ,•ra.__-z:. [ARE 7 ~ REF Align new units on PRO'IIOE OETAC\WllE ~WNllNKATLOADINO I ARE existing joists. 000(.- 1 REF ts.: ++h:d • c::::: -n -i, ,,.,, Provide additional joist under curb edge as required ~-1'-0' EXIST CAA!NllNK RM TO REMAIN. CLE.m M REPAIR POSTS. R£PU CHAIHS AS R£0VIREO Locate this unit within 20' , of back wall. . '-· EXISTING COI.UMN • PAU(T YELLOl'I AHO PROVIDE STAINLESSSTIEEL CMRT0•'-0' All. (TYPOHi REFER TO Nffi WOOX HO TIE 6. ~' C M "' " -I II I I (;.L..b'i1~~l~1 -~o U\l- Lo - '~,,,. ' - .,;;, 1,.~ ... , .. -----, I T V-O'Xtl-O'EN -.- -f'- ~- ,'L,., CARPETntE TIRY OECORl6" ~~-V--- - I I S\YORl(JOONG HG DOOR o:IRACTOR TO 4Y-ici lplo<lc-,,,, u~ 7 I Cv✓~ ~p I I (i.L- (. \"'fY.1'2-1 AU CEMENT USED Stt.11.l CONFORM TO TIHE lATEST ASTM SPEClflCATION C Hil, TYPE 3. t Otl.Y ONE (1)8RANOOF PORT\.N"IO CEMENT "" SHAI.LBEUSEO INAHY ONE smucruRE. l<J• - ii CONCRETE lolXTUa£ Slw.L BE OESIGHEO TO PROVIOE A. MtllMUM COMPRESSIVE STREHGTH zq X4'-0'SHEL\/lMO, SEE OF J.000 PSI IH 3 O,',VS. OETAll.2/AU, ·,,..t- PROVtOE 4' THICKCONC SlA8 (XXX>pei) wrrtl exa w, 4 X WU WWf ON 10 ML • -- FIRE EXTt4GIJISHER • SEE "3 l'OlYEIHELENE Vll'OR BARIIIER ON EXIST HEWWORXNOTE 2 1$ COMPACTEOFU.L PROVOE 112" FlEX&.E :.x"~~~~~w~~e'iol -11 ~ • .. INTOEXISTlt<GSlABO' --- -------- I' ~I'-/ f'..1,,7 ., •. -.- tW.lWAY .. ~ L, 4 \''ft Iv 7 ~ -;t'i J' ~ ...- < 1~ 1 d, J ...... (.) Q) B ::::i (j) .j:t- '76(p Commercial Fire Protection, Inc. Transmittal 17199 Bennett Road w Mt. Vernon WA 98273-9789 Date: 11/24/2015 360 848-9093 License: COMMEFP 132 MM To: Arlington Air Port, City Project: 2015535 18204 59th Ave NE Grocery Outlet Tenant Work Arlington WA 98223 123 E. Burke Ave Arlington WA 98223 Prepared By: DELLA DELLINGER Item Quantity Descrie_tion Aboveground Test Cert Notes Please sign and date this form as proof that you are in receipt of the above listed items. Return form to Commercial Fire Protection, Inc. Signed: _ Date: / ----:--.... ·-r:~-~- · ·commercial COMMERCIAL FIRE PROTECTION, INC. Fire Protection 17199 BENNETT ROAD, MOUNT VERNON, WA 98273 (360) 848-9093 FAX (360) 848-1072 INC. CONTRACTOR'S LICENSE NO. COMMEFP132MM DRY SYSTEM - NEW ADDITION ONLY CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROJECT NAME GROCERY OUTLET Tl JOB NO. 2015535 PROJECT ADDRESS 123 E. BURKE AVE ARLINGTON, WA 98223 SYSTEM NO. 1 SERVES TENANT IMPROVEMENT PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representatives and witnessed by an AHJ and/or owner's representative. All defects shall be corrected and systems left in service before contractor's personnel finally leaves the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners and contractor. It is understood that owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to cornotv with aoorovino authorttv's requirements or local ordinances. AUTHORITY HAVING CITY OF ARLINGTON JURISDICTION 238 N. OL YMIC AVE, ARLINGTON, WA 98223 PERMIT NO. 786 PIPE AND PIPE CONFORMS TO NFPA 13 - 2013 STANDAR.iJ l:R) YES □ NO FITTINGS FITTINGS CONFORM TO NFPA 13 - 2013 STANDARD l:R) YES □NO WELDED Do you certify as the sprinkler contractor that welding procedures used comply with the minimum l:R) YES ONO PIPING requirements of AWS B2.1, ASME Section IX Welding and Brazing Qualifications, or other applicable Cl) qualification standard as required by the AHJ ? w >- Do you certify that all welding was performed by welders or welding operators qualified in accordance the l:R) YES ONO l:R) YES 0 NO !::: minimum requirements of AWS B2.1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ ? Do you certify that welding was conducted in compliance with a documented quality control procedure to l:R) YES ONO ensure that( 1 ) all discs are retrieved; ( 2) that openings in piping are smooth, that slag and other welding residue are removed; ( 3) the internal diameters of piping are not penetrated; ( 4 ) completed welds are free from cracks, incomplete fusion, surface porosity greater than 1/16 inch in diameter, undercut deeper than 25% of the wall thickness or 1 /32 inch; and ( 5 ) completed circumferential butt weld reinforcement does not exceed 3/32 inch? HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi for two hours or 50 psi above static pressure in excess of 150 psi for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. HYDROSTATIC TEST All PIPING HYDROSTATICALL Y TESTED AT 200 PSI FOR 2 HOURS? l:R) YES □NO IF NO, STATE REASON WITNESSED BY FOR ~~TON , SIGNATURE TITLE C.o\N~ttk,...,I -;r.,,s.p_ DATE aL,zL,< PNEUMATIC: Establish 40 psi air pressure and measure drop which shall not exceed 1.5 psi in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1.5 psi in 24 hours. PNEUMATIC TEST DRY PIPING PNEUMATICALLY TESTED?. □YES □NO IF NO, STATE REASON WITNESSED BY FOR SIGNATURE TITLE DATE Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping. FLUSHING VERIFIED BY COPY OF UNDERGROUND PIPING TEST CERTIFICATE? □YES l:R) NO VERIFICATION FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING? □YES l:R) NO l:R) OTHER - EXPLAIN EXISTING SYSTEM ADDITIVE AND DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, CORROSIVE CHEMICAL SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS l:R) YES □NO WERE NOT USED FOR TESTING SYSTEM OR STOPPING LEAKS? VERIFICATION BLANK TEST Number Used: 0 Locations Number Removed: 0 YR. OF TEMP. MANUFACTURER SIN NUMBER TYPE MODEL MFG. K-FACTOR RATING °F QUANTITY VIKING VK300 ssu QR 2015 5.6 155 4i!i' \0 .. .... _ - ·- - ·- - ,, ....... - --- -- ·- -·- -- u ' ..... ., .. ,., -- - ·- - -·- --- SPRINKLERS TOTAL 29 ALARM DEVICE ALARM DEVICE MAX. TO OPERATE THRU TEST"PIPE TYPE MAKE MODEL MIN. SEC. PRESSURE SWITCH POTTER PS10-2A - 3.~- l DRY VALVE Q.O.D. DRY PIPE OPERATING MAKE I MODEL I . SERIAL NO. MAKE I MODEL I SERIAL - NO. ,.---· , TEST TYCO j DPV-1 IR .. r1cJ~ Z<Y~ I -·· I b01" ... TIME WATER ALARM TIME TO TRIP* WATER AIR PRESSURE TRIP POINT REACHED OPERATED PRESSURE AIR TEST OUTLET PROPERLY PRESSURE MIN. SEC. PS.I PSI PSI MIN. SEC. ((ES , NO Without Q.O.D. 'Ii /Jil a:.1s·9t; With Q.O.D. ;:, . ~ ·- - - ' -===--- IF NO, EXPLAIN *MEASURED FROM THE TIME THE INSPECTOR'S TEST CONNECTION VALVE IS OPENED. EQUIPMENT EQUIPMENT OPERATES PROPERLY [8l YES ONO OPERATION IF NO, EXPLAIN INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND [8l YES ONO CARE AND MAINTENANCE O!'' TH!S NEW EQUIPMENT? IF NO, EXPLAIN ·- HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES? 1. SYSTEM COMPONENTS INSTRUCTIONS [8l YES ONO 2. CARE AND MAINTENANCE INSTRUCTIONS [8l YES ONO 3. NFPA25 C8l YES D NO HYDRAULIC DATA NAME PLATE PROVIDED [8l YES ONO NAMEPLATE IF NO, EXPLAIN CUT OUT (DISC) DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL CUT OUTS (DISCS) ARE [8l RETRIEVED? YES □NO CERTIFICATION IF NO, EXPLAIN LOCATION & MAKE& PRESSURE FLOOR MODEL SETTING STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE REDUCING INLET (PSI) OUTLET (PSI) INLET (PSI) OUTLET (PSI) FLOW(GPM\ VALVE INSTALLED □YES [8l NO IF POWDER DRIVEN STUDS ARE USED IN CONCRETE, HAS REPRESENTATIVE SAMPLE TESTING BEEN POWDER DRIVEN SATISFACTORILY COMPLETED? □YES ONO STUD INSTALLED □ IF NO, EXPLAIN YES C8J NO . IN-SERVICE DATE DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN IL I t)<f I - ~/,5 · MAIN DRAIN READING GAUGE LOCATED NEAR WATER SUPPLY TEST PIPE RESIDUAL PRESSURE WITH VALVES IN TEST PIPE TEST L STATIC PRESSURE: tee. IPSI OPEN WIDE: S. dL PSI FINAL FOR AHJ ~OFA~NGTON - .~,_- ACCEPTANCE SIGNATURE ~-a~ J TITLE CiYhB(JJ//b.tv- fAJ_,:p: DATE~ ~ TEST WITNESSED FOR P~&ER OR THEIR AUTHORIZED AGEN~ ·BY 1/~r SIGNATURE ~ - ~ TITLE ~ V~r DATE FOR COMMERCIAL FIRE PROTECTION, INC. -- .r SIGNATURE . 8.~ TITLE to~~ DATE l( /4-, t~ I I CERTIFY THAT THE INFORMATION HERE:N IS TRUE AND THAT THIS SPRINKLER SYSTEM WAS INSTALLED IN ACCORDANCE WITI-' RCW 18-160 AND THE RULES ADOPTED BY THE WASHINGTON ADMINISTRATIVE CODE AS ADMINISTERED BY THE STATE FIRE :-------w.:;-.;;~8rcn.-~T~~1--••----1 CERTIFICATION MARSHAL. • CERTIFICATE OF COMPliTENCY ■ : FIRE PROTECTION ...... KL ... a,raTEMa : Eric Ra~~men Eric Sig_men ; 7 473- -CEG Level 3 --------- --------- --·----- --------·- ---- - : Commercial Are Protection, Inc. NAME OF CERTIFICATE ~OMPETENCY HOLDER : COMMEFP~M Cw CERTIFICATE REGISTRA N N0 . .)7473-0607-CEG 5 (,\;--)~- , .. - .. 2015-lh1.5.r.■•P•--:1 d<._ /•l,, ■ s;gnatu,_ , - · '--12131/15 SIGNATURE OF CERTIFl~O~OMPETENCY HOLDER t-----------------~---------· DATE 21>15- ti-o 5 , C '- CITY OF ARLINGTON 238 N. OLYMPIC A VE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 121 E Burke Avenue Permit#: 822 Parcel#: 00461803000100 Valuation: 6500.00 OWNER APPLICANT CONTRACTOR Name: SHOPPING CENTER PROP OF Name: Commercial Alarm and Detection Name: Commercial Fire Protection, Inc ARLINGTON LLC Address: PO BOX 271 Address: 17199 Bennett Road Address: 17199 Bennett Rd City, State Zip: BURLINGTON, WA 98233 City, State Zip: Mount Vernon, WA 98273 City, State Zip:Mount Vernon, WA 98273 Phone: Phone: 360-848-1533 Phone: 360-848-1533 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City, State, Zip: City, State, Zip: Phone: Phone: LIC #: EXP: LIC #: EXP: JOB DESCRIPTION PERMIT TYPE: Fire Alarm CODE YEAR: 2012 STORIES: 1 CONST. TYPE: DWELLING UNITS: 0 OCCGROUP: BUILDINGS: OCCLOAD PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STA TE LAWS REGULA TING 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 FrNAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRCI 10. ID/ -I Date CONDITIONS Inspection is required at activation. THIS PERMIT AUTHORIZS 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 10/22/2015 Fire Alarm Fee $169.80 10/22/2015 Fire Review Fee $100.00 Total Due: $269.80 Total Payment: $0.00 Balance Due: $269.80 CALL FOR INSPECTIONS BUILDING (360) 403-3417 When calling for an inspection please leave the following information: Permit Number, Type of Inspection being requested, and whether you prefer morning or afternoon Pcettrr r£E l~G\. 80 (_ ;_ ,::'Ee '--'~ J Oc:>. oo If ZG:-q. SO Date 110/20/2015 Permit Numberl822 Project Name I Dollar Tree Applicant Name I Commercial Alarm and Detection Applicant Address I 17199 Bennett Road City, State, Zip I Mount Vernon, WA 98273 Contact I Joshua Harrold Phone I 360-848-1533 Email ljosh@cfirpro.com Permit Type I Fire Alarm Site Address I 121 E Burke Avenue Valuationl6500.00 Status I Applied Permit Issued Permit Expires Square Feet I 0 Type of Construction/Occupancy Load Number of Stories Proposed Use I Fire Alarm Assigned Toi Launa Peterson Parcel#: 00461803000100 SHOPPING CENTER PROP OF ARLINGTON LLC SHOPPING CENTER PROP OF ARLINGTON LLC PO BOX 271 121 E BURKE AVENUE BURLINGTON, WA 98233 Review Date Type Description Target Date Completed Date Assigned To Status l:@20/2015~7 ftreAlarm J 110/27/2015 !Kevin Olander !In Review ! Uploaded Files I Upload File [I Date File I 10/20/2015 3:23:01 PM j IFire Alarm Permit AQplication 1FYHJ4Vm4zk2J9.pdf ~~~~ ~·· ! 10/20/2015 3:23:01 PM I IFire Alarms Plans .pdf EE (_ Fl RE ALARIV .. PERMIT APPLICATION Department of Community & Economic Development City of Arlington •18204 59th Ave NE• WA 98223 • Phone (360) 403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY THREE (3) SETS OF COMPLETE AND SCALED PLANS FOR EACH FIRE ALARM PERMIT APPLICATION. INCLUDE ELECTRICAL PLANS WHERE APPLICABLE. ALSO, INCLUDE SPECIFICATION SHEETS, WIRING DIAGRAMS, (POINT TO POINT WIRING), AND ALL OTHER INFORMATION ON EQUIPMENT PROPOSED TO BE INSTALLED PRIOR TO INSTALLATION. Type of permit: (check one) [£] New Fire Alarm D Fire Alarm Alteration/Addition 121 E Burke Avenue 00461803000100 Project Address:-------------------- Parcel ID#: 1 2 6500 Number of Zones/Panels: Building Area (Sq Ft): __oo_o_o _ Valuation: Owner: SHOPPING CENTER PROP OF ARLINGTON LLC Phone Number: -NA -------- Address: PO BOX 271 City: BURLINGTON St ate: WA Zip Code: -982-33 ----- Contact Person:-Josh Harrold - Commercial Alarm & Detection Phone Number: 360-848-1533 X111 Cell Phone: 360-610-0562 E-mail: Josh@cfirepro.com Address: 17199 Bennett Road City: Mount Vernon State: WA Zip Code:_9_82_7_3 _ Contractor: Commercial Alarm & Detection Phone Number: 360-848-1533 Address: _1 _7_19_9_B_e_n_n_et_t_R_o_a_d City: Mount Vernon State: _W_A __ Zip Code: _9_82_7_3 _ . . COMMEAl948LO . . 11 /19/15 Contractors License Number:----------------- Exp1rat1on:-------------- Electrical Contractor: Commercial Alarm & Detection Phone Number: 360-848-1533 17199 Bennett Road M V WA 73 Address: City: ount ernon State: Zip Code: 982 _ . COMM EAl948LO . . 11 /19/15 Contractor's License Number:----------------- Exp1rat1on:-------------- I hereby certify the above information is correct and that the construction on, and the occupancy and the use of the above described property will be accordance with the laws, rules and regulations of the State of Washington. The applicant will be responsible for providing a method of safely accessing roof for inspection. A final inspection and approval shall be obtained when the re-roofing is complete. I Cfld/u,:~ f?/;:,,~;,, q/4,Hdd I 10/20/2015 = Ko,·O~c,o'><C,SSoo'-aC<oAi:ipilcan=t=s~S-i-g-na_t_u-re _ Date Joshua Thomas Harrold Print Applicants Name K~ FOR STAFF USE ONLY Permit# Amount Received Receipt# Date Received WEB Form - 130 Page 1 of 1 7/10CJY Gbbal Project Values: ' - Farenhyt ±J ~_:1. __ , __ :.+ ±J 33:m006 MAIN ENTRANCE 33:mOOS s=-r~1Na<:LER RISER 33:m004 ~ Panel ID: IIFP-100 IDP De~ces I Model: IFP-100 Add. Fire Alam, Control Panel Max NAG Current: 3.0 Amps Location: Volts: 24 VDC Max Panel Current: 6.0 Amps .! Qty Current Draw WireAWG Ohms Per Length(ft) Actual Volts@ / Part.# Description %Drop I Standby Alam, & Type 1000 Ft One-Way Ohms EOL IFP-100 IFP-100 Fire Panel 1 0.170 0.325 / IOP Photo, Photo-T 0.000 0.000 i IDP Ion 0.000 0.000 / IDP Heat, Heat-HT 0.000 0.000 / IDP Beam, Beam-T 0.000 0.000 / DNR Duct housing 0.000 0.000 IDP Acclimate, Heat-ROR 0.000 0.000 -fi·1;,_~;,1 wif33:moo2 IDP Control 0.000 0.000 \OFFICE COP 33:moot\ jj 33:m003 IDP Control-6 0.000 0.000 ~r<P-" ._ AES RADIO 7788 IDP Monitor, Minimon 5 0.002 0.002 Q) ,,a ·o -~,...,CC IDP Monitor-2 0.000 0.000 DRYs,s,c::::~':/ ~'ii/ IDP Monitor-10 0.000 0.000 > L!::::::l.JRESET 9~.--l IOP Pull-SA, Pull-DA 1 0.000 0.000 .Q) / SWITCH i 1 i i j & ~ ~ li~ IDP Relay 0.000 0.000 (.) ACl:.l!S'i,Ofy&Prog1arr.mer eIB en PM IDP Relay-6 0.000 0.000 ·o C IOP Zone 0.000 0.000 ~ PROJECT AREA FLOOR PLAN 0 2 J(,AntMaCutfTroublt IDP Zone-6 0.000 0.000 W SCALE: 1/8" = 1' l"""I I ~ 7067 INTELLITAP-II MODULE °'Fo,m'"" CRelay,Fai!Serure IDP Isa (Isolator Module) 0.000 0.000 1-- Contacl Ralng: 2~\'dc 1a SSB224BI Isolator Base 0.000 0.000 Rer.isti·ie B200SR [Sounder Base 0.000 0.000 SSB224RB Relay Base 0.000 0.000 IFP-100 FACP: m01/FACP CERT QIRDGYBII II RI RTS151 Magnetic Remote Test 0.000 0.000 OOG)G)OOOO RTS151KEY Key Activated Test 0.000 0.000 LOCATED IN SPRINKLER RISER ROOM PHONE LINES RA100Z Remote LED 0.000 0.000 SLC LOOP RA-100 LCD Remote Annunc 0.000 0.000 (SEE SLC POINT LIST) RA-1000 LCD Remote Annunc 0.000 0.000 5824 Serial/Parallel Module 0.000 0.000 16.SVAC •BAT- 5496 Power Expander 0.000 0.000 // ~ 0 RPS-1000 Power Expander 0.000 0.000 NOTE: ALL 7788 resistors 2.2k Ohm 5865-4 LED Annunciator (4G) 0.000 0.000 ·~ cc RELAYS !•~~ 5865-3 LED Annunciator (3G) 0.000 0.000 1•~0 .;;:= ... fi:':=~ • GENERAL TROUBLE RELAY 16.SVAC, 40VA 5880 •!_':_'. :0'. LED Driver Module 0.000 0.000 i Transformer 5883 Relay Module 0.000 0.000 ~~ @ GENERAL SUPERVISORY ALARM RELAY ' / NAC#1 Notification Appl Circuit <s., 0.000 0.000 !-14Solid El~ 0.00 20.40 0.00% ,u" o.......... o ... -~ NAC#2 Notification Appl Circuit cfg. 0.000 0.000 ~14 Solid E], 2.52 0.00 20.40 0.00% o ... ,. • o...._~. • ~~~ 12V 7AH Q o--' L/ijl • GENERAL FIRE ALARM RELAY BATTERY NAC#3 Notification Appl Circuit cfg. 0.000 0.000 =14 Solid H 2.52 0.00 20.40 0.00% IJC 61 SI NAC#4 Notification Appl Circuit cfg. 0.000 0.000 #HSolid Ell 2.52 0.00 20.40 0.00% @ ~ ~ om B!El>~EI @I Total Standby Current (Amps) 0.172 0.327 'Total Alam, Current (Amps) cC ~f NAC1 ~i Standby Time In Hours 24 0.083 Alam, lime In Minutes / 60 (5.','lins) IHICI :::j 0 ~ •.-.:. ~ NAG 2 I NOTIFICATION DEVICES TO BE Total Standbv AH Reauired 4.134 0.027 Total Alam, AH Roouired OCIE! !B[Jal :" • ~ INSTALLED BY OTHE FIRE ALARM Total Combined AH Required 4.16 Command Shortcuts Cl Cl Cl J i,.,I Clllllll (±) 'if! NAG 3 I CONTRACTOR m~ 1:'.( Multiply By The Derating Factor 1.20 -<ffl ,~i NAC4 I Minimum Battery AmpHours Required 4.99 I Configure Circuits I Print Page _Ll..l:.= OC BATTERIES USED: (2) 12v-7AH -4~ BATTERY CALCULATIONS ::t N ffl~ I,, -;·c.:__~-~-, I II ):ii ~O , I er:-·"' DESIGN CRITERIA IIGLi_( Wt._f __ - f ... DESIGNED PER IFC- 2012 EDITION INSTALLED PER NFPA 72- 2013 EDITION ,,.,(.:,; -- - --B=S=--7 INSTALLED PER NFPA 70 -2014 EDITION ~ .m;t_2015.10.2009:06:00 I ~~ J J--;-:- AIB ICIDIE IF LGlli -07'00' DEVICE & WIRING NOTES: I ALL DEVICE WIRING TO BE CLASS BAND NOT TO EXCEED MAXIMUM WIRE LENGTH :l:l±LUZ SIGNATURE PER WIRE GAUGE (16 AWG"' 4900 Ft). ALL AUDIBLE NOTIFICATION DEVICES TO BE SET TO THREE PULSE TEMPORAL I BERNIE STEBAR I PATTERN •·J:• mJJm • •• ALL AUDIBLE AND VISUAL NOTIFICATION DEVICES SERVING THE SAME AREA TO BE I NAfl.·1E I SYNCHRONIZED. ·1·1:1:111 1·1m NICET IV#116393 SCOPE OF WORK .1ti:.t -1 I I t•t g I CERTIFICATION NO I BATTERY BATTERY -.:oo::r:rTJelTIJ COMMERCIAL ALARM AND DETECTION WILL INSTALL A NEW Alslclol:f:fGfHj 11 FIRE ALARM SYSTEM TO PROVIDE SPRINKLER MONITORING I I J j~l I 101091201 s I FOR THE T.L SPACE. SITE EVACUATION TO BE INSTALLED BY ... DATE AND PERMITTED THROUGH A SEPARATE FIRE ALARM FIRE ALARM MATRIX L __ ~o~ __ _J CONTRACTOR. ~ ~g ;:o FIRE ALARM RISER DETAIL OF OPERATIONS ... CD SCALE: NTS r----------==-----,---------~w b~ 0 ~ C FA-1 i:! :::, CD 1 0 00 0 fioi iiW, I Rw,aP,,, I e I coo, '~" ' lill""~ ~,~, CM'" ™ •■•CJ COMMERCIAL ALARM & DETECTION INC Q r~CP FlRr A.LARI.I CONt, HI PAN~ L .....EN .. ,.,. 1!=~~ - ...00 .... .-. "l'l" u·~ !t ----- _ -... • ......._ '! ICIIC ,110lffATK,I-CIIQIJ j~-~/Cf!IAWC nvl COOJITCROOO<RAC£MY PRESIDIO CONS CTION 1 • CD~ < i1:~1u~~ 11 -...,~ '-.._ • g' :52e :_:::,=-' ·1::!~~:= ~ =:!::!:=~ 16 E FIR SUITETRU 17i99 BENNEfl ROAD ~ CD ':§ .a.c+: 1-UN[a10.1, ·- m-.; t:Db.1Jtl'lo>orl!A[('Mr 1 , -8 ~~ MT VERNON WA 98273 .., ; REVISIONS _ MOUNT VERNON, WA 98273 e LICENSE # COMME.'1918LO W WCor-St a. '1,/Co)(.St (,io) J!;/ _t,l__9_._+QATE [~-·--·!3_~ASON FORJ3EVlSION -·---· PROJECT MANAGER Ed Olsen PHONE: \360) 848-1533 ·-!~x: (360~~~~~~ g ~~ ~... ---·1--·+------- .. ----- _, PHONE 360-336-3339 ~ 1 c,o I ' CELL -- GROCERY OUTLET C) )./11Jlc Ave 1 j -------------·· ··-··-----------·- EMAIL - T.I. ~.2'1FalconSt ----~-·--~--------~··~- 123 E Burke Avenue IN c~~ 123EBurkeA.ve Casca<le01su,c1coon Arlington, WA 98223 r-, 1-- 1 ·i··-· - -- j ·-··- ----------------! AUTHORITIES H.•WING JURISDICTION: ~N BY: CHECKED BY: i-= DATE: :-: S~--:f68NO~;~ ~ <5..:- G1lmanAvt E Gilman !we E G1hm111 Ave ( GHm;m Av<! E Gllman Ave E GilmJn Ave City of ARLINGTON and L&I JH BS 10/9/2015 1 OF 1 I 15-172 ..- Permit #: 822 Permit Date: 10/20/15 Permit Type: FIRE ALARM Project Name: Dollar Tree Applicant Name: Commercial Alarm and Detection Applicant Address: 17199 Bennett Road Applicant, City, State, Zip: Mount Vernon, WA 98273 Contact: Joshua Harrold Phone: 360-848-1533 Email: josh@cfirepro.com Scope of Work: Fire Alarm Valuation: 6500.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/03/2015 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel # Address Legal Description Owner Name Owner Phone Zoning SHOPPING 541 Groceries (With 00461803000100 121 E BURKE AVENUE CENTER PROP OF or Without Meat) ARLINGTON LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License # Commercial Alarm & CONSTRUCTION Labor & Eric Sigmen 3606612630 17199 Bennett Rd COMMEAI948LO Detection CONTRACTOR Industries Commercial Alarm & CONSTRUCTION Eric Sigmen 3606612630 17199 Bennett Rd COA 602 389 969 Detection CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status FA00. FIRE ALARM 11/04/2015 11/04/2015 11/04/2015 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/20/2015 FIRE ALARM Will require Inspection at activation BUILDING Fees Fee Description Notes Amount Fire Alarm Plan Review Fee $169.80 Fire System Plan Review Table 4-1 $100.00 Total $269.80 Attached Letters Date Letter Description 10/22/2015 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount Commercial Alarm & 11/03/2015 Fire Alarm Permit Check #63882 $269.80 Detection, Inc Outstanding Balance $0.00 Notes Date Note Created By: 10/22/2015 Will require Inspection at activation Kevin Olander Uploaded Files Date File Name 09/26/2016 1861128-822_Issued Permit.pdf 10/20/2015 1331235-Fire Alarms Plans_.pdf 10/20/2015 1331236-Fire_Alarm_Permit_Application_1FYHJ4Vm4zk2J9.pdf